pimpri chinchwad new town development authority … · 2021. 1. 25. · officer, pimpri chinchwad...

PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY AKURDI, PUNE 411 044

Name of Work :- Project 3 - Construction of Affordable Housing

Project 3234 EWS-A TYPE Dwelling Units in Sector

12 of PCNTDA

VOLUME – II

INDEX

Sr. No. Description

1 Tender for Works

2 Memorandum

3 Recapitulation Sheet A

4 Recapitulation Sheet B

5 Sub Estimate I - Measurable Work Up To Top Of First Slab In

Buildings, With Utilities Shops And Offices

6

Sub Estimate II - Measurable Work Outside The Building In Infrastructure Like Roads, Storm Water Drains External Sewerage And Water Supply UG Tanks, Fire Tanks And Land Leveling, Driveways

And Parking

7 Sub Estimate III - Measurable Work Outside The Building In

Infrastructure Like External Electrification, Street Lighting And Pumps

8 Sub Estimate IV - Compound Wall & Gates

9 Sub Estimate V - Lumpsum Work Above Top Of First Slab In

Buildings

10 Sub Estimate VI – Lumpsum Work Above Top Of First Slab For

Utilities In Buildings

11 Sub Estimate VII – Measurable work Landscape and Irrigation works

12 Additional Specification

13 Breakdown Schedule

VOLUME-II PCNTDAProject 3:- Construction Of Affordable Housing Project 3234 EWS-A

Type Dwelling Units In Sector 12 Of PCNTDA

ENGINEER 1 CONTRACTOR

TENDER FOR WORKS

I/We hereby tender for the execution, for Chief Executive

Officer, PCNTDA (here-in-before and hereinafter referred to

as Employer) of the work specified in such memorandum at

______________________ percent below/above the

estimated rates entered in Schedule ‘B’ (Memorandum

showing items of work to be carried out) and in accordance in

all respects with the specifications, designs, drawings, and all

the conditions and stipulations stated in Volume I, Volume II

& Volume III.

In figures as well as in words




MEMORANDUM

1.(a) General Description: Project 3:- Construction Of Affordable Housing Project 3234 EWS-A Type Dwelling Units In Sector 12 Of PCNTDA

(b) Tender Cost Rs. 3568048346/-

Without GST (c) Earnest Money Rs 17840500/- (d) Security Deposit

(i) In the form of FDR Rs 2% of Contract sum (ii) To be deducted from Running bills (6%) Rs 3% of Contract sum

TOTAL Rs 5% of Contract sum (Alternatively bidder can pay performance security / security deposit in the form of bank guarantee as stated in the bid document.)

(e) Time allowed for the work from date of written order to commence. 24 Calendar Months including

monsoons.

2. I/We agree that the other offer shall remain open for acceptance for a minimum period of

120 days from the date fixed for opening the same thereafter until it is withdrawn by me/us by notice in writing duly addressed to the authority opening the tenders and sent by registered post A.D. or otherwise delivered at the office of such authority. The EMD amounting to Rs. 17840500/- is submitted by payment gateway. The amount of earnest money shall not bear interest and shall be liable to be forfeited to the Employer, should I/We fail to (i) abide by the stipulation to keep the offer open for the period mentioned

above of (ii) sign and complete the contract documents as required by the Employer and furnish the security deposit and retention money as specified in item (d) of the Memorandum contained in paragraph (i) above within the time limit laid down in clause (1) of the annexed General Conditions of the Contract. The amount of earnest money maybe adjusted towards the security deposit or refunded to me/ us if so desired by me/us in writing, unless the same or any part thereof has been forfeited as aforesaid. Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and provisions of the conditions of contract stated hereto so far as applicable and in default

thereof and pay to Employer, the sum of money mentioned in the said conditions.




Amount to be specified in words and figures

The earnest money (a) the full value of which is to be absolutely forfeited to Employer if I/We should not deposit the full amount of security deposit in specified format in the above memorandum, in accordance with clause 1(A) of the said conditions, otherwise the said sum of Rs. 17840500/- only shall be refunded.

Signature of the Contractor before

submission of the Tender. Address: Dated the __________ day of Signature of

the Witness to Contractor’s Signature.

Address: (Occupation)

The above tender is hereby accepted by me for and on behalf of the Chief Executive Officer, Pimpri Chinchwad New Town Development Authority, Akurdi, Pune.

Dated____________ day of______2021 The Chief Executive Officer, PCNTDA, Pune (or his duly authorized assistant)




“DECLARATION OF THE CONTRACTOR”

I/We hereby declare that I/We have made myself/ourselves thoroughly conversant with the local

conditions regarding all materials and labour on which I/We have based my/our rates for this

tender. The specifications and the leads in this work have been carefully studied and understood

before submitting this tender.

I/We undertake to use only the best materials and work methodology approved by the Engineer or

his duly authorized engineer during execution of the work and during defect liability and

maintenance period of 5 years after completion and to abide by the contract conditions, stipulations

and maintenance manuals. I/We am/are fully responsible for quality of work and shall maintain the

work in good order during defect liability and maintenance period of 5 years after completion.

Signature of Contractor




DECLARATION FOR ROYALTY CHARGES

I/ We hereby agree to pay royalty charges of Rupees 153.29 / Cum for river sand and at Rs. 144.16

/ Cum on other minerals to be used to complete the work, like rubble, metal, sand, murrum etc. to

the Revenue Department, Govt. of Maharashtra as my rates are inclusive of Royalty charges.

I / We will produce original receipts of such Royalty payments for verification from the Employer

for reimbursement of royalty payment.

I/ We hereby to agree that I / We will not be reimbursed any royalty charges if I / We do not

produce original Royalty receipts.

Employer reserves right to pay the necessary royalty charges to the appropriate Authorities in case I

/ We fail to produce original Royalty receipts as evidence.

Signature of Contractor




Name of the Bidder/ Bidding Firm / Company :

NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER # NUMBER # TEXT #Sr.No. Item Description Item

Code / Make

Quantity Units RATE inclusive of all Taxes except

GST In Figures To be entered by the

Bidder inRs. P

TOTAL AMOUNT inclusive of all Taxes

except GST inRs. P

TOTAL AMOUNT In Words

1 PROJECT 31.01 SUB ESTIMATE I,II,III,IV,VII

Notes on e financial Bidding for Measureable sub estimates : - The bidder shall decide percentage +X on the total amount for measureable sub estimates, in the item rate BOQ he should enter 1+X%. The bidder shall decide percentage -X on the total amount for measureable sub estimates, in the item rate BOQ he should enter 1-X%. For example - If X is +9%, the rate in BOQ = 1+9/100 = 1.09If X is -9%, the rate in BOQ = 1-9/100 = 0.91 item1

1115129563

INR 0.00 0.0000 INR Zero Only

1.02 SUB ESTIMATE V, VI item2 3234 Nos 0.00 0.0000 #NAME?1.03 0.0000

Total in Figures 0.0000 INR Zero Only

Quoted Rate in Words

PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to

enter the Bidder Name and Values only ) Please refer Tender Document for Detailed Specification of Every Item

INR Zero Only

Item Rate BoQTender Inviting Authority: PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY AKURDI, PUNE 411 044

Name of Work: Project 3:- Construction Of Affordable Housing Project 3234 EWS-A Type Dwelling Units In Sector 12 Of PCNTDA

Note : - 1) The Bidders will be reimbursed royalty amount after production of receipt showing amount deposited with government2) The Contract Will Carry Out Tests As Per Frequency Mentioned In The Specifications And Quality Control Manual. In The Site Laboratory Set As Per Provisions Of The Agreement. However 10% Of The Tests Shall Be Carried Out By 3rd Party Institute Like PWD/COEP/GPP/NABL Lab. Charges Of This 3rd Party Testing Only Will Be Reimbursed On Submission of Proof Of Payment3) The Bidder shall quote project cost without GST. Employer will reimburse GST in every R.A. bill and final bill at then prevailing GST rates applicable from time to time .4) The bidder shall note that the cost of constructing one refuse area / building (42 nos. for project) as shown in the drawing (as per NBC 2016) is incidental to work. Employer will not consider any payment against this work. 5) Payment agains the dwelling units shall be made as per payment breakdown schedule enclosed in Volume II

Validate Print Help

In Fig In WordsWork upto Parking Slab

1 2389.38 Excavation for foundation in earth,soil of all types, sand, gravel and softmurum, including removing theexcavated material up to a distance of 50 m beyond the building area andstacking and spreading as directed,dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoringand strutting etc. complete. (All leadand Lift)

190.90 Rupees One Hundred Ninety &

Ninety Paise Only

Cubic Metre

456,132.64

D.S.R.2020-21 Item No. 21.022 2389.38 Excavation for foundation in hard

murum including removing theexcavated material up to a distance50 metres, beyond the building areaand stacking and spreading asdirected, dewatering, preparing thebed for the foundation and necessaryback filling, ramming, wateringincluding shoring and strutting etc.complete. (All lead and Lift)

209.80 Rupees Two Hundred Nine &

Eighty Paise Only

Cubic Metre

501,291.92

D.S.R.2020-21 Item No. 21.063 7964.67 Excavation for foundation in hard

murum and boulders includingremoving the excavated material upto a distance 50 metres, beyond thebuilding area and stacking andspreading as directed, dewatering,preparing the bed for the foundationand necessary back filling, ramming,watering including shoring andstrutting etc. complete. (All lead andLift)

287.45 Rupees Two Hundred

Eighty Seven & Fourty

Five Paise Only

Cubic Metre

2,289,444.39

D.S.R.2020-21 Item No. 21.12

Name of Work - Project 3:- Construction of Affordable Housing Project 3234 EWS- A TYPE Dwelling Units in Sector 12 of PCNTDA

SUB ESTIMATE NO. I

Schedule B - EWS A

Rate (Rs.)Item No. Quantity UnitItem of Work Amount (Rs.)

Abstract- EWS A Sub Est I




Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)4 54956.16 Excavation for foundation in Hard

rock by chiselling, wedging, linedrilling, etc. including trimming andlevelling the bed, removing theexcavated material upto a distance of50 metres beyond the building areastacking as directed, dewatering andback filling with available earth/murum watering, ramming etc.complete. (All lead and Lift).

1226.30 Rupees One Thousand

Two Hundred Twenty Six

& Thirty Paise Only

Cubic Metre

67,392,739.01

D.S.R.2020-21 Item No. 21.204A 2747.85 Transportation of excavated material

murum, earth for a lead of 500m.inclusive, from the site of excavationto the site of deposition as directed.

163.20 Rupees One Hundred

Sixty Three & Twenty

Paise Only

Cubic Metre

448,449.12

D.S.R.2020-21 Statement C1 Page 4274A 0.00 Excavation for foundation in Hard

rock by chiselling, wedging, linedrilling, etc. including trimming andlevelling the bed, removing theexcavated material upto a distance of50 metres beyond the building areastacking as directed, dewatering andback filling with available earth/murum watering, ramming etc.complete. (All lead and Lift).



Paise Only

Cubic Metre

0.00

D.S.R.2020-21 Item No. 21.20R.A.No.4A

5 27237.42 Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) by treating the bottomsurface and sides of excavation at therate of 5 litres of emulsionconcentrate of 1.0 percent ofchlorophyrifos per square meter ofsurface area covering 10 yearsguarantee on bond paper.

90.20 Rupees Ninety & Twenty

Paise Only

Square Metre

2,456,815.28

D.S.R.2020-21 Item No. 21.226 10776.36 Providing preconstructional

antitermite treatment as per I.S. 6313(Part-II) by treating the top surface ofplinth filling at the rate of 5 litres ofemulsion concentrate at 1.0 percentof clorophyrifos per square metre ofsurface area covering ten yearsguarantee on bond paper.

91.25 Rupees Ninety One & Twenty Five Paise

Only

Square Metre

983,342.85

D.S.R.2020-21 Item No. 21.24





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)7 3085.74 Providing dry rubble stone soling 15

cm. to 20 cm. thick including handpacking and compacting complete.


Five Hundred

Seventy Six

Cubic Metre

4,863,280.53

D.S.R.2020-21 Item No. 21.388 65529.56 Filling in plinth and floors with

approved excavated materials in 15cm to 20 cm layers including watering& compaction complete.


Fourteen & Thirty Five Paise Only

Cubic Metre

7,493,305.19

D.S.R.2020-21 Item No. 21.369 2967.09 Filling in plinth and floors with

contractors soil. Sand or murummaterials in 15 cm to 20 cm layersincluding watering & compactioncomplete.

746.40 Rupees Seven

Hundred Fourty Six & Fourty Paise

Cubic Metre

2,214,635.98

D.S.R.2020-21 Item No. 21.3710 1137.57 Providing and laying Cast in situ/

Ready Mix cement concrete in M-15of trap/ granite/ quartzite/ gneissmetal for foundation and beddingincluding bailing out water, formwork,laying/ pumping, compacting,roughening them if special finish is tobe provided, finishing if required andcuring complete, with fully automaticmicro processor based PLC withSCADA enabled reversible DrumType mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I.quality Artificial Sand.

6564.15 Rupees Six Thousand

Five Hundred

Sixty Four & Fifteen Only

Cubic Metre

7,467,180.12

D.S.R.2020-21 Item No. 24.01





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)11 2869.44 Providing and laying in situ cement

concrete M-30 with tremix treatmentfor 200 mm thickness for ConcreteRoad including laying plastic sheet of125 micron with groove cutting of 4mm wide and 20 mm deep, withnecessary refilling with bitumen(excluding reinforcement) with V.S.I.quality Artificial Sand etc. complete.

8070.25 Rupees Eight Thousand

Seventy & Twenty Five Paise Only

Cubic Metre

23,157,098.16

D.S.R.2020-21 Item No. 5.2212 3803.10 Providing and laying in situ/ Ready

Mix cement concrete M-35 of trap/granite/quartzite/ gneiss metal forR.C.C. work in foundations like raft,strip foundations, grillage andfootings of R.C.C. columns and steelstanchions etc. including bailing outwater, formwork, laying/ pumpingcover blocks, compaction and curingroughening the surface if specialfinish is to be provided, (Excludingreinforcement and structural steel)etc. complete, with fully automaticmicro processor based PLC withSCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant(Pan mixer) etc. complete, with V.S.I.quality artificial Sand.

7566.75 Rupees Seven

Thousand Five

Hundred Sixty Six &

Seventy Five Paise Only

Cubic Metre

28,777,106.93

D.S.R.2020-21 Item No. 25.17R.A.No.12





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)13 4341.95 Providing and laying cast in situ/

Ready Mix cement concrete M-35 oftrap/ granite/ quartzite/ gneiss metalfor R.C.C. columns as per detaileddesigns and drawing or as directedincluding centering, formwork /Aluform as approved by Engineer inCharge, cover blocks, laying/pumping, compaction finishing theformed surfaces with cement mortar1:3 of sufficient minimum thickness togive a smooth and even surface orroughening if special finish is to beprovided and curing etc. complete,(Excluding reinforcement andstructural steel) with fully automaticmicro processor based PLC withSCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant(Pan mixer) etc. complete with V.S.I.quality Artificial Sand.

11954.60 Rupees Eleven

Thousand Nine

Hundred Fifty Four & Sixty Paise Only

Cubic Metre

51,906,275.47

D.S.R.2020-21 Item No. 25.3714 1448.58 Providing and laying Cast in situ/

Ready Mix cement concrete M-35 oftrap/ granite/quartzite/ gneiss metalfor R.C.C. Beams and Lintels as perdetailed designs and drawings or asdirected including centering,formwork, cover blocks, laying/pumping, compactionand rougheningthe surface if special finish is to beprovided and curing etc. complete.(Excluding reinforcement andstructural steel), with fully automaticmicro processor based PLC withSCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant(Pan mixer) etc. complete with V.S.I.quality Artificial Sand.

12459.30 Rupees Twelve

Thousand Four

Hundred Fifty Nine &

Thirty Paise Only

Cubic Metre

18,048,292.79

D.S.R.2020-21 Item No. 25.56





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)15 1346.31 Providing and laying Cast in situ/

Ready Mix cement concrete M-35 oftrap/ granite/ quartzite/ gneiss metalfor R.C.C. Slabs and Landings as perdetailed designs and drawingsincluding centering, formwork, coverblocks, laying/ pumping, compactionfinishing the formed surfaces withcement mortar 1:3 of sufficientminimum thickness to give a smoothand even surface or roughening ifspecial finish is to be provided andcuring etc. complete, (Excludingreinforcement and structural steel)with fully automatic micro processorbased PLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. qualityArtificial Sand.

13870.20 Rupees Thirteen

Thousand Eight

Hundred Seventy &

Twenty Paise Only

Cubic Metre

18,673,588.96

D.S.R.2020-21 Item No. 25.7616 67.62 Providing and laying Cast in

situ/Ready Mixcement concrete M- 35of trap/ granite/ quartzite/ gneissmetal for R.C.C. chajja as perdetailed design and drawingsincluding centering, formwork, coverblocks, laying /pumping, compactingand roughening the surface if specialfinish is to be provided and curingcomplete. (Excluding reinforcementand structural steel). with fullyautomatic micro processor basedPLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mixplant (Pan mixer) etc. complete. WithV.S.I. quality Artificial Sand


Thousand Eight

Hundred Twenty Two & Twenty

Paise Only

Cubic Metre

934,657.16

D.S.R.2020-21 Item No. 26.07





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)17 5737.12 Providing and laying Cast in situ/

Ready Mix cement concrete in M-35of trap/ granite/ quartzite/ gneissmetal for R.C.C. Pardi of requiredthickness including centering,formwork / Aluform as approved byEngineer in Charge, cover blocks,laying/ pumping, compacting, curing,finishing and roughening them ifspecial finish is to be provided andcuring complete, (Excludingreinforcement and structural steel)with fully automatic micro processorbased PLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. qualityArtificial Sand.

11954.60 Rupees Eleven

Thousand Nine

Hundred Fifty Four & Sixty Paise Only

Cubic Metre

68,584,974.75

D.S.R.2020-21 Item No. 26.1918 2391.25 Providing and fixing in position TMT

FE -500 bar reinforcement of variousdiameters for R.C.C. pile caps,footings, foundations, slabs, beamscolumns, canopies, staircase, newels,chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs,drawings and schedules, includingcutting, bending, hooking the bars,binding with wires or tack welding andsupporting as required complete.

68307.75 Rupees Sixty Eight

Thousand Three

Hundred Seven &


Metric Tonne

163,340,907.19

D.S.R.2020-21 Item No. 26.3319 468.09 Providing and laying matt finish

ceramic Tread and Riser of lengthand width of Tread and Riserrespectively in single piece confirmingto I.S.15622/2006 (group DII - A) and7 to 8mm thick for flooring in requiredposition laid on a bed of 1:4 cementmortar including cement float, fillingjoint with white/colour cement slurrycleaning curing etc. complete.


One Hundred Fifty Two & Twenty Five Paise Only

Square Metre

539,356.70

D.S.R.2020-21 Item No. 33.2420 191.10 Providing and laying Antiskid Ceramic

tiles of approved quality of size 30 cmx 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskidflooring in required position laid on abed of 1:4 cement mortar includingcement float, filling joint with cementslurry cleaning curing etc. complete.


One Hundred Thirty Six & Eighty Paise

Only

Square Metre

217,242.48





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)

D.S.R.2020-21 Item No. 33.6721 22633.17 Providing internal cement plaster 6

mm thick in a single coat in cementmortar 1:4 without neeru finish toconcrete surface in all positionsincluding scaffolding and curing etc.complete.

201.50 Rupees Two Hundred One

& Fifty Paise Only

Square Metre

4,560,583.76

D.S.R.2020-21 Item No. 32.0122 22633.17 Providing neeru finish to plastered

surfaces in all positions includingscaffolding and curing etc. complete.

60.85 Rupees Sixty & Eighty

Five Paise Only

Square Metre

1,377,228.39

D.S.R.2020-21 Item No. 32.1523 3636.15 Providing rough cast cement plaster

externally in two coats to concrete,brick or stone masonry surfaces in allpositions with base coat of 12 to 15mm. thick in C.M. 1:4 and rough casttreatment 12mm. thick in proportion1:1.5:3 including scaffolding andfourteen days curing complete.

564.50 Rupees Five Hundred

Sixty Four & Fifty Paise

Only

Square Metre

2,052,606.68

D.S.R.2020-21 Item No. 32.1224 33625.83 Providing & applying washable oil

bound distemper of approved colourand shade to old & new surfaces intwo coats including scaffolding,preparing the surfaces includingPrimer Coat complete.

80.75 Rupees Eighty &


Square Metre

2,715,285.77

D.S.R.2020-21 Item No. 36.11+36.0125 5597.97 Providing and applying two coats of

appex Ace white exterior paint ofapproved manufacture and ofapproved colour to the plasteredsurfaces including cleaning,prepairing the plaster surface,applying primer coat, scaffolding ifnecessary, and watering the surfacefor two days complete.


Twenty Eight & Seventy Paise Only

Square Metre

1,280,255.74

D.S.R.2020-21 Item No. 35.2526 3164.07 Providing and applying water proofing

treatment using acrylic polymermodified cement based waterproofing coating with fibre glass meshmixing at the rate of powder to liquid(2:1) by weight covering 9 to 10 sqm/kg with two coats using Dr. Fixit oralike of chemicals for masonry andconcrete surface by brush covering10 years guarantee on Stamp Papersetc. complete.


Ninety Seven & Ninety

Five Paise Only

Square Metre

1,891,955.66





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)

D.S.R.2020-21 Item No. 31.0927 1961.82 Providing sand faced plaster

externally in cement mortar usingapproved screened sand, in allpositions including base coat of 15mm thick in cement mortar 1:4 usingwaterproofing compound at 1 kg percement bag curing the same for notless than 2 days and keeping thesurface of the base coat rough toreceive the sand faced treatment 6 to8 mm thick in cement mortar 1:4finishing the surface by taking outgrains and curing for fourteen daysscaffolding etc.complete.

637.95 Rupees Six Hundred

Thirty Seven & Ninety

Five Paise Only

Square Metre

1,251,543.07

D.S.R.2020-21 Item No. 32.1128 52.92 Supply and Installation of Double Leaf

Metallic Fire Door assembly systemwith 2 Hours Fire Rating performancetested in accordance to IS 3614 (part2) 1992 or BS:476 part 22 forInsulation, Stability & Integrity.Recommended fire door shall havedoor tested from CBRI, Roorkee,Uttarakhand or ARAI Pune whichspecifically states that these FireDoors are tested in accordance to IS3614 (part 2):1992. Certificate fromWarrington Fire Research Centre Ltd,UK in accordance BS 476 part 22 isalso acceptable. Fire Door assemblysystem means Frame, Shutter, VisionPanel (200mm x 300mm), DoublePoint Push type Panic Bar, DoorCloser, SS 304 type Ball Bearing ButtHinges, Fire rated Anchor Fastnerfixing accessories all together. Properlable confirming the type of door andthe hourly rating is mandatory. Alldoors and frames shall be finishedwith asthetic & durable polyurethaneallphatic grade paint or powdercoating of approved color completedas directed by Engineer in charge.Note - Contractor should submit theshop drawing of frame and shutterindicating all dimensions andthickness to client / architect for

21200.00 Rupees Twenty One Thousand

Two Hundred Only

Running Meter

1,121,904.00

Approved RA of PCMCCPWD 2018 Vol.1 - 9.139





Rate (Rs.)Item No Quantity UnitItem of Work Amount (Rs.)29 -18959.85 Credit for Hard Rock reusing with

15% Bulkage473.00 Rupees Four

Hundred Seventy

Three Only

Cubic Metre

-8,968,009.05

D.S.R.2020-21 Item No. Sr.No16 Page No. 41330 20.22 Providing and laying in situ M- 20

cement concrete of trap / granite /quartzite /gneiss metal with 15% plumof trap stones forfoundation andbedding of retaining walls and jettyetc. including necessary formwork,compacting, curing, bailing out watermanually in tidal range etc. complete.


Sixty Four & Twenty Five Paise Only

Square Metre

122,619.14

D.S.R.2020-21 Item No. 49.2631 100.00 Dewatering on Brake Horse Power

basis by using water pump includingdiversion of stream, providingcofferdams, earthern bunds etc. asmay be necessary for foundation andother parts of the the works andpumping out water during and afterexcavation as may be required byusing 3.0 Brake Horse Power pumpetc. complete. (prior approval ofSuperintending Engineer will benecessary)


Seventy Five & Twenty

Paise Only

Square Metre

17,520.00

D.S.R.2020-21 Item No. 12.2232 189.84 Providing and fixing mild steel grill

work for windows, ventilators, railingetc.15 Kilogram / Square Metre asper drawing including fixturesnecessary welding and painting withone coat of anticorrosive paint andtwo coats of oil painting complete.


Three Hundred Fifty Nine & Fifty Paise Only

Square Meter

258,087.48

D.S.R.2020-21 Item No. 40.02Total for Work upto Parking Slab 478,427,698.26

478,427,698.00Say (Rs.)





In Fig In WordsMeasurable Work for Shops

1 131.76 Filling in plinth and floors with approvedexcavated materials in 15 cm to 20 cmlayers including watering & compactioncomplete.

Rs.114.35 Rupees One Hundred

Fourteen & Thirty Five Paise Only

Cubic Metre

15,066.76

S.S.R.2020-21 Item No. 21.362 155.94 Providing fly ash brick masonry with

conventional/ I.S. type bricks in cementmortar 1:6 in superstructure includingstriking joints, raking out joints, wateringand scaffolding etc. Complete

Rs.7016.95 Rupees Seven

Thousand Sixteen & Ninety Five Paise Only

Cubic Metre

1,094,223.18

S.S.R.2020-21 Item No. 27.133 1245.24 Providing internal cement plaster 12 mm.

thick in single coat in cement mortar 1:5without neeru finish to concrete or bricksurfaces, in all positions includingscaffolding and curing etc. complete.

Rs.273.95 Rupees Two Hundred Seventy Three &

Ninety Five Paise Only

Square Metre

341,133.50

S.S.R.2020-21 Item No. 32.034 1245.24 Providing neeru finish to plastered

surfaces in all positions includingscaffolding and curing etc. complete.

Rs.60.85 Rupees Sixty & Eighty

Five Paise Only

Square Metre

75,772.85

S.S.R.2020-21 Item No. 32.155 1310.88 Providing & applying washable oil bound

distemper of approved colour and shadeto old & new surfaces in two coatsincluding scaffolding, preparing thesurfaces including Primer Coat complete.

Rs.80.75 Rupees Eighty &


Square Metre

105,853.56

S.S.R.2020-21 Item No. 36.11+36.01

Schedule B- EWS A Shops

Rate in RsItem No. Quantity Item of Work Unit Amount (Rs.)

Schedule B - Shop Sub Est I




In Fig In Words


6 506.28 Providing and fixing rolling shutterfabricated from steel laths of minimumthickness 0.9 mm. with lock plate of 3.15mm. thickness reinforced with 35 x 35 x 5mm. angle section fitted with sliding boltsand handles for both sides, deep M.S.channel section of depth and thicknessnot less than 65 mm. and 3.15 mm.respectively with hold fast arrangements,M.S. Bracket plate 300 x 300 x 3.15 mm.minimum size and shape with square bar,suspension shaft of minimum 32 mm.diameter, hood cover of M.S. sheet notless than 0.9 mm. thickness and of anysize at top and safety devices includingmechanical gear operation arrangementconsisting of worm gear wheels andworms of high grade cast iron or mildsteel and one coat of red lead primer etc.complete. (I.S. 6248-1979) (Withoutmechanical gear).

Rs.4284.10 Rupees Four Thousand

Two Hundred Eighty Four & Ten Only

Square Metre

2,168,954.15

S.S.R.2020-21 Item No. 39.247 21.60 Providing and fixing steel frame door of

angle 50 x 50 x 6 mm. with mild steel bars16 mm dia. horizontally at 10 mm. c/c forventilator portion including iron hold fastboxes for fixing shutters including welding,finishing, painting etc. complete.

Rs.1718.25 Rupees One Thousand

Seven Hundred

Eighteen & Twenty Five Paise Only

Square Metre

37,114.20

S.S.R.2020-21 Item No. 39.358 12.00 Providing and fixing Orissa type white

glazed earthenware 575 mm water closetpan including 'S' trap with earthenwarefoot rests, cast iron soil and vent pipe uptooutside face of the wall 1:2:4 brick batlime concrete bedding without flushingtank and its accessories etc.complete.

Rs.3406.10 Rupees Three

Thousand Four

Hundred Six & Ten Only

Number 40,873.20

S.S.R.2020-21 Item No. 42.30





In Fig In Words


9 9.84 Providing and laying Cast in situ/ReadyMix cement concrete M- 30 of trap/granite / quartzite/ gneiss metal for R.C.C.slabs and landings as per detaileddesigns and drawings including centering,formwork, cover blocks, compaction,finishing the formed surfaces with cementmortar 1:3 of sufficient minimum thicknessto give a smooth and even surface orroughening if special finish is to beprovided and curing etc.complete.(Excluding reinforcement andstructural steel).with fully automatic microprocessor based PLC with SCADAenabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete. WithV.S.I. quality Artificial Sand

Rs.13782.10 Rupees Thirteen

Thousand Seven

Hundred Eighty Two & Ten Only

Number 135,615.86

S.S.R.2020-21 Item No. 25.7410 21.24 Providing and laying Antiskid Ceramic

tiles of approved quality of size 30 cm x30 cm and confirming to IS 15622-2006(Group-B IIA) for antiskid flooring inrequired position laid on a bed of 1:4cement mortar including cement float,filling joint with cement slurry cleaningcuring etc. complete.


One Hundred Thirty Six & Eighty Paise

Only

Square Metre

24,145.63

D.S.R.2020-21 Item No. 33.6711 51.54 Providing and laying ceramic tiles of

having size 30 cm. x 30 cm. andconfirming to corresponding I.S. for dadoand skirting in required position withreadymade adhesive mortar of approvedquality on plaster of 1:2 cement mortarincluding joint filling with white/ colourcement slurry cleaning curing etc.complete.


Two Hundred Twelve &

Fifteen Only

Square Metre

62,474.21

D.S.R.2020-21 Item No. 33.2512 878.28 Providing and laying vitrified matt fininsh

tiles having size 590 mm to 605 mm x to605 mm of 8 to 10 mm thickness andconfirming IS. 15622-2006 (Group Bla) ofapproved make, shade and pattern forflooring in required position laid on a bedof 1:4 cement morar including neatcement float, filling joints, curing andcleaning etc. complete. a) Flooring


Six Hundred Five & Seventy

Paise Only

Square Metre

1,410,254.20

D.S.R.2020-21 Item No. 33.42

Total 5,511,481.30

5,511,481.00Say





In Fig In WordsMeasurable Work for Offices

1 23.25 Filling in plinth and floors with approvedexcavated materials in 15 cm to 20 cmlayers including watering & compactioncomplete.

Rs.114.35 Rupees One

Hundred Fourteen & Thirty Five Paise Only

Cubic Metre

2,658.64

S.S.R.2020-21 Item No. 21.362 41.55 Providing fly ash brick masonry with

conventional/ I.S. type bricks in cementmortar 1:6 in superstructure includingstriking joints, raking out joints, watering andscaffolding etc. Complete


Thousand Sixteen & Ninety Five Paise Only

Cubic Metre

291,554.27

S.S.R.2020-21 Item No. 27.133 361.95 Providing internal cement plaster 12 mm.

thick in single coat in cement mortar 1:5without neeru finish to concrete or bricksurfaces, in all positions includingscaffolding and curing etc. complete.

Rs.248.75 Rupees Two

Hundred Fourty Eight & Seventy Five Paise

Only

Square Metre

90,035.06

S.S.R.2020-21 Item No. 32.034 361.95 Providing neeru finish to plastered surfaces

in all positions including scaffolding andcuring etc. complete.

Rs.60.85 Rupees Sixty &

Eighty Five Paise Only

Square Metre

22,024.66

S.S.R.2020-21 Item No. 32.155 516.60 Providing & applying washable oil bound

distemper of approved colour and shade toold & new surfaces in two coats includingscaffolding, preparing the surfacesincluding Primer Coat complete.

Rs.80.75 Rupees Eighty & Seventy

Five Paise Only

Square Metre

41,715.45

S.S.R.2020-21 Item No. 36.11+36.01

Schedule B - EWS A Offices

RateItem No. Quantity Item of Work Unit Amount (Rs.)

Schedule B - EWS A Office Sub Est I




In Fig In Words


6 86.10 Providing and fixing rolling shutter fabricatedfrom steel laths of minimum thickness 0.9mm. with lock plate of 3.15 mm. thicknessreinforced with 35 x 35 x 5 mm. anglesection fitted with sliding bolts and handlesfor both sides, deep M.S. channel section ofdepth and thickness not less than 65 mm.and 3.15 mm. respectively with hold fastarrangements, M.S. Bracket plate 300 x 300x 3.15 mm. minimum size and shape withsquare bar, suspension shaft of minimum 32mm. diameter, hood cover of M.S. sheet notless than 0.9 mm. thickness and of any sizeat top and safety devices includingmechanical gear operation arrangementconsisting of worm gear wheels and wormsof high grade cast iron or mild steel and onecoat of red lead primer etc. complete. (I.S.6248-1979) (Without mechanical gear).

Rs.4284.10 Rupees Four

Thousand Two

Hundred Eighty Four & Ten Only

Square Metre

368,861.01

S.S.R.2020-21 Item No. 39.24





In Fig In Words


7 54.00 Providing and fixing steel frame door ofangle 50 x 50 x 6 mm. with mild steel bars16 mm dia. horizontally at 10 mm. c/c forventilator portion including iron hold fastboxes for fixing shutters including welding,finishing, painting etc. complete.


Thousand Seven

Hundred Eighteen & Twenty Five Paise Only

Square Metre

92,785.50

S.S.R.2020-21 Item No. 39.358 15.00 Providing and fixing Orissa type white

glazed earthenware 575 mm water closetpan including 'S' trap with earthenware footrests, cast iron soil and vent pipe uptooutside face of the wall 1:2:4 brick bat limeconcrete bedding without flushing tank andits accessories etc.complete.


Thousand Four

Hundred Six & Ten

Only

Number 51,091.50

S.S.R.2020-21 Item No. 42.309 26.55 Providing and laying Antiskid Ceramic tiles

of approved quality of size 30 cm x 30 cmand confirming to IS 15622-2006 (Group-BIIA) for antiskid flooring in required positionlaid on a bed of 1:4 cement mortar includingcement float, filling joint with cement slurrycleaning curing etc. complete.


Thousand One

Hundred Thirty Six &

Eighty Paise Only

Square Metre

30,182.04

D.S.R.2020-21 Item No. 33.6710 64.35 Providing and laying ceramic tiles of having

size 30 cm. x 30 cm. and confirming tocorresponding I.S. for dado and skirting inrequired position with readymade adhesivemortar of approved quality on plaster of 1:2cement mortar including joint filling withwhite/ colour cement slurry cleaning curingetc. complete.


Thousand Two

Hundred Twelve &

Fifteen Only

Square Metre

78,001.85

D.S.R.2020-21 Item No. 33.2511 154.65 Providing and laying vitrified matt fininsh

tiles having size 590 mm to 605 mm x to 605mm of 8 to 10 mm thickness and confirmingIS. 15622-2006 (Group Bla) of approvedmake, shade and pattern for flooring inrequired position laid on a bed of 1:4 cementmorar including neat cement float, fillingjoints, curing and cleaning etc. complete. a)Flooring


Thousand Six

Hundred Five & Seventy

Paise Only

Square Metre

248,321.51

D.S.R.2020-21 Item No. 33.42

Total 1,317,231.49

1,317,231.00Say





In Fig In Words

1 3.0 21 63

Providing and fixing 1st class white glazed earthenwareOrissa Type W.C. Pan 580 mm dia including P or S trapcast iron soil and vent pipe upto the outside face of thewall (1:5:1 0) cement concrete bedding 15 mm thick, 10liter P.V.C. flushing cistern with all necessary pipeconnection etc. complete. Spec : As directed by EngineerIn Charge

42.33 BDV 6686.33

Rupees Six Thousand Six

Hundred Eighty Six & Thirty

Three Paise Only

No 421238.79

2 3.0 21 63

Providing and fixing White glazed earthenware WashHand Basin of 55 x 40 cm size with bottle trap includingcold water piller taps, brackets, rubber plugs and brasschain, stop tap, chromium plate bottle trap and necessarypipe connections including UPAC waste pipe and trapupto the outside face of the wall, making good thedamaged surface, testing etc. complete. BRAND -HINDWARE/ JOHNSON/ PARRYWARE/ VIENA/AMERICAN STANDARD

41.69 BDV 6899.27

Rupees Six Thousand Eight Hundred Ninety Nine & Twenty

Seven Paise Only

No 434654.01

3 3.0 21 63

Providing and fixing C.P Angular stop clock with wallflange jaquar make continental ( CAT .NO . CON-059)including necessary sockets / union nut etc. complete.Spec No.: as directed by Engineer in charge.

42.79 BDV 2559.56

Rupees Two Thousand Five

Hundred Fifty Nine & Fifty Six Paise

Only

No 161252.28

4 3.0 21 63

Providing and fixing C.P BIB cock with wall flange jaquaror equivalent make continental ( CAT .NO . CON-047)including necessary sockets / union nut etc. complete.Spec No.: as directed by Engineer in charge.

42.83 BDV 1031.17

Rupees One Thousand Thirty

One & Seventeen Only

No 64963.71

Schedule B - EWS A - Water Supply & Sewerage - 1st Slab to Parking Level

RateItem No. Qty

No of

Bldg

Total QTY Item of Work

SSR Item No

Ref No Unit Amount (Rs.)

Schedule B - WS and Sewerage Sub Est I




In Fig In Words

RateItem No. Qty

No of

Bldg


SSR Item No


5 3.0 21 63

Providing and fixing C.P. Two way BIB cock jaquar makeor equivalent continental (CAT.NO. CON-041) includingnecessary sockets/union nut etc. complete. 42.8 BDV 1304.96

Rupees One Thousand Three Hundred Four & Ninety Six Paise

Only

No 82212.48

6 3.0 21 63

Providing & fixing, screw down 15 mm dia wheeled stoptap of brass including necessary socket,union nutcomplete. Spec.No;BD.v.9 page No. 555 41.43 Bd.V.9 Page

Number 555 460.51

Rupees Four Hundred Sixty & Fifty One Paise

Only

No 29012.13

3.0 21 63

do -- 20mm

41.44 Bd.V.9 Page Number 555 609.47

Rupees Six Hundred Nine &

Fourty Seven Paise Only

No 38396.61

3.0 21 1

do -- 25mm

41.45 Bd.V.9 Page Number 555 773.11

Rupees Seven Hundred Seventy Three & Eleven

Only

No 773.11

7 8.0 21 168

Providing and fixing on walls /ceiling /floor 50mm dia.CPVC pipe with necessary fittings, remaking good thedemolished portion etc. complete. 42.6 BDV5 586.39

Rupees Five Hundred Eighty

Six & Thirty Nine Paise Only

RMT 98513.52

8 4.0 21 84

Providing and fixing on walls/ ceiling/ floors, 80 mmdia.heavy grade having embossed as ISI Markgalvanised iron pipes weight of 10.15 Kg/meter withnecessary fittings. and remaking good the demolishedportion and applying primer of anticorrosive oil paint 2coats Including necessary scaffolding and removingexisting pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.

42.16 BDV5 1383.63

Rupees One Thousand Three Hundred Eighty Three & Sixty

Three Paise Only

RMT 116224.92





In Fig In Words

RateItem No. Qty

No of

Bldg


SSR Item No


9 1.0 21 21

Providing and fixing 10 centimeter PVC nahani trap withgrating etc. complete.

42.67 BDV 32 491.98

Rupees Four Hundred Ninety One & Ninety

Eight Paise Only

No 10331.58

10 37.8 21 794

Providing and fixing 75mm dia stabiliser pipe /P.V.C.soilvent / waste pipe and with necessary fixtures andfitting such as bends, tees, single junctions, slottedvent,clampsetc. complete

42.51 BDV 523.45

Rupees Five Hundred Twenty Three & Fourty Five Paise Only

RMT 415514.61

11 38.2 21 802

Providing and fixing 100mm dia stabiliser pipe / P.V.C.soilvent / waste pipe and with necessary fixture sandfitting such as bends, tees, single junctions, slottedvent,clamp setc. complete

42.52 BDV 703.88

Rupees Seven Hundred Three & Eighty Eight Paise

Only

No 564652.54

12 37.2 21 781

Providing and fixing 75 mm diameter stabiliser pipe/P.V.C. soil vent/ waste pipe and with necessary fixtuersand fiting such as bends, tees, single junctions slottedvent, clamps etc. complete. ( Rain water pipe indivisualTerraces )

42.51 BDV 523.45

Rupees Five Hundred Twenty Three & Fourty Five Paise Only

RMT 408919.14





In Fig In Words

RateItem No. Qty

No of

Bldg


SSR Item No


13 37.2 21 781

providing and fixing P.V.C rain water pipes of 160mmouter diameter and having wall thickness of 2.2 to 2.7mm confirming to I.S 13592-1992 including properrainwater receiving recess with P.V.C plug, bend,necessary fittings , such as offsets, shoes, includingfixingthe pipe on wall using approved wooden cleats projecting25mm to 40mm from face of the wall a fixing with clips ofapproved quality and number , filling the joint usingrubber gasket with solvvent cement and properly restingthe shoe of pipes on C.C or masonary blocks, inckudingnecessary scaffolding and maintenance for 3 yrs for anyleakages or dislocations of pipes. all the P.V.C fittingsand additional 2 piece socket clips shall be got approvedfrom engineer in charge etc. complete.Spec No.: asdirected by Engineer in charge.

42.85 BDV 1313.35

Rupees One Thousand Three Hundred Thirteen

& Thirty Five Paise Only

RMT 1025989.02

14 24.0 21 504

Providing and fixing 15 cm x 10 cm salt glazed stonewaregully trap in cement concrete 1:4:8 out side the buildingincluding cast iron grating in the sink, connecting glazedstonewre pipe brick masonry chamber with cast iron lidand cast iron grating for the gully trap.

42.02 BDV 38 1441.33

Rupees One Thousand Four Hundred Fourty One & Thirty

Three Paise Only

No 726430.32

15 160.0 21 3360

Providing and laying concrete pipe of I.S.NP. -3 class of225 mm diameter in proper line, level and slopeincluding necessary collars, excavation, laying, fixing withcollars in cement mortar 1:1 and refilling the trenchcomplete.

42.08 BDV -41 553.87

Rupees Five Hundred Fifty

Three & Eighty Seven Paise Only

RMT 1861003.20





In Fig In Words

RateItem No. Qty

No of

Bldg


SSR Item No


16 5.0 21 105

Providing and making ISI Mark ferrule connection of 50millimetre diameter to water main including ferrulecoupling cast iron bell mouth cover, built in non returnvalve and fixing including excavation and reinstatementcomplete.

42.77 BDV -41 7687.07

Rupees Seven Thousand Six

Hundred Eighty Seven & Seven

Only

No 807142.35

0

17 5.0 21 105

Providing and fixing 50mm diameter water meter withnon return valve including strainer,sockets/ union nut andincluding water meter box making locking arrangementand lock. [ without chamber ]

42.77 BDV -41 7867.50

Rupees Seven Thousand Eight Hundred Sixty Seven & Fifty

Paise Only

No 826087.50

18 26.0 21 546

Providing and constructing Brick Masonry InspectionChamber 90cmx45cm With R.C.C.raftin B.C.soil areaincluding cost of reinforcement, 1:2:4 cement concretechannel shalf round G.S.W. pipes, Brick Masonry,plastering fromi

42.15 BDV 10290.69

Rupees Ten Thousand Two Hundred Ninety

& Sixty Nine Paise Only

No 5618716.74

19 1.0 21 21

Providing and constructing Brick Masonry inspection trapChamber 90cmx45cm including 1:4:8C.C foundation,1:2:4C.C. channels / half round glazed stone ware pipechannel, salt glazed stone-ware intercepting trap withrodding pipe set in1:4:8 cement concrete block, brickmasonry plastering inside and Outside, fixed incementconcrete with R.C.C. Cover medium duty 140 Kilogram.etc complete

42.17 BDV 9637.16

Rupees Nine Thousand Six Hundred Thirty

Seven & Sixteen Only

RMT 202380.36

13914409.00

Say 13914409.00

Total For 21 Bldgs





Rate Amt Rate Amt

10-2-25

Providing floor mountingstand for keeping 4 Nos. ofFIRE buckets 1500mm inlength, 900mm in heightframe made out of 30x30x4mm angle iron with crosssupports for legs, weldedwith 4 hooks and dulypainted with one coat of redlead and two coats of silverpaint.

2 Each 3242 6484 115.35 230.69 6714.69

10-2-27

Supplying standard first aidbox with necessaryantiseptic cream, medicinefor use on wounds dueburn, crepe bandage, gaugebandage, medicated readyto use bandage (Band-aid)adhesive tape for medicinaluse, scissors, anti-septicsolution (Savlon or similar)etc. (All above contentsshall be of standard makes)

2 Each 696 1392 0.00 0.00 1392.00

10-2-32

Supplying and erectingD.C.P. type fire extinguisher6 kg capacity cartridge typewith gun metal cap 150gram CO2 gascartridge, powder andbrackets conforming to IS2171-1985/ IS15683 and completeerected with necessaryclamps made from 50x6mm M.S. flat with nuts &bolts grouted in wallcomplete.

21 Each 3132 65772 76.54 1607.30 67379.30

UNIT Supply Labor Amount (Rs.) Description of ItemCSR Item No.

Final Total QTY

SUB ESTIMATE NO. I

SCHEDULE B - FIRE FIGHTING SYSTEM BOQ PARKING TO UGWT - DPR- 3 - 21 BLDGs

Sch B - Firefighting Sub Est I




Rate Amt Rate AmtUNIT Supply Labor Amount (Rs.) Description of ItemCSR

Item No.

Final Total QTY

10-2-34

Supplying & erectingCarbon Dioxide (CO2) fireextinguisher of 4.5 kg.capacity cartridge typeconform to IS 2878 /15683complete erected withnecessary clamp made from 50 x 6 mm. M. S. flat withnut & bolts grouted in wallcomplete.

21 Each 8488 178248 76.54 1607.30 179855.30

13-2-1

Supplying, installing, testingand commissioning withperfect aligning, properlevelling of fire service mainmulti stage pump,of 2400 LPM at 105 m headcentrifugal type, 75 HP (55kW), 3 phase, 415 volt,50Hz or of suitable HP withsuitable stages as perspecification no. FF-MFP/MSC ( MAIN FIREPUMP )

2 Each 231393 462786 10638.78 21277.56 484063.56

13-2-1

Supplying, installing, testingand commissioning withperfect aligning, properlevelling of fire service mainmulti stage pump,of 2400 LPM at 105m headcentrifugal type, 75 HP (55kW), diesel driven pump asper fire specification and firenoc included exyast system, batery , exaust pipe ,starter , wirng ,cabling etccomplete . ( Diesel Pump )

1 Each 650000 650000 53900.00 53900.00 703900.00






Item No.

Final Total QTY

13-3-2

Supplying, installing, testingand commissioning withperfect aligning, properlevelling of jockey pump of240 LPM at 105 m head 20HP (15 kW), 3 phase, 415volt, 50Hz or of suitable HPwith suitable stages as perspecification no. FF-MFP/JP ( JOCKEY PUMP)

2 Each 111423 222846 5209.97 10419.95 233265.95

12-5-2

Supplying and erecting G.I.pipe above ground of ‘C’class ERWof size 25 mm dia withnecessary fittings completeas per specification no. FF-PP

10 m 293 2930 91.63 916.30 3846.30

12-5-5

Supplying and erecting G.I.pipe above ground of ‘C’class ERWof size 75/80 mm dia withnecessary fittings completeas per specification no. FF-PP

159 m 945 150255 147.69 23482.07 173737.07

12-5-6


25 m 1343 33575 147.69 3692.15 37267.15

12-5-7


3210 m 2035 6532350 147.69 474072.06 7006422.06

12-5-8


20 m 3235 64700 176.79 3535.84 68235.84






Item No.

Final Total QTY

12-5-10

12-5-10 Providing coating ofbitumen paint & 4mm thickwrapping for underground150 mm ring main of firefighting system.

3210 m 128 410880 233.93 750902.46 1161782.46

13-6-4

13-6-4 Supplying anderecting cast iron foot valveball type/flap type of size200 mm dia with strainer fornegative suction completeas per specification no. FF-VL/FV

2 Each 27194 54388 696.39 1392.78 55780.78

13-6-8

13-6-8 Supplying anderecting 200 mm dia endline strainer for positivesuction complete as perspecification no. FF-VL/ELS

3 Each 11724 35172 696.39 2089.16 37261.16

13-6-11

Supplying and erecting castiron double flange sluicevalve 160mm dia. complete as perspecification no. FF-VL/SV

10 Each 11155 111550 696.39 6963.88 118513.88

13-6-15

Supplying & erecting castiron double flange butterflyvalve of size75/80 mm dia. complete asper specification no. FF-VL/BFV

10 Each 2415 24150 375.14 3751.44 27901.44

13-6-16

Supplying & erecting castiron double flange butterflyvalve of size 100 mm dia.complete as perspecification no. FF-VL/BFV

5 Each 3228 16140 375.14 1875.72 18015.72

13-6-17


10 Each 5038 50380 696.39 6963.88 57343.88

13-6-18


2 Each 7835 15670 696.39 1392.78 17062.78






Item No.

Final Total QTY

13-6-20

Supplying and erecting castiron double flange NRV ofsize 100 mm dia completeas per specification no. FF-VL/NRV

2 Each 6794 13588 646.80 1293.60 14881.60

13-6-21


5 Each 11021 55105 696.39 3481.94 58586.94

13-6-22


2 Each 17779 35558 696.39 1392.78 36950.78

13-6-31

Supplying and erectingstainless steel single outlethydrant valve fitted withnecessary accessoriescomplete as perspecification no. FF-VL/HV

53 Each 4679 247987 375.14 19882.63 267869.63

13-7-1

Supplying & installing onepiece moulded HDPE / fibrewater tank for negativesuction only, havingcapacity 1000 litres fittedwith necessary accessoriescomplete as perspecification no. FFFFA/ PT

1 Each 9668 9668 240.39 240.39 9908.39

13-7-3

Supplying fire fightingcontrolled percolation (C.P.)Hose pipe, 63mm dia, 15min length, fitted withnecessary accessoriescomplete as perspecification no. FF-FFA/CPH

106 Each 3731 395486 0.00 0.00 395486.00

13-7-8

Supplying & erectingstainless steel branch pipe63 mm dia fitted with 20 mmdia detachable hexagonalnozzle complete as perspecifications no. FF-FFA/NZ

53 Each 1694 89782 38.81 2056.82 91838.82






Item No.

Final Total QTY

13-7-10

Supplying and erecting firebrigade header of 150 mmdia, for supplying water infire tank complete as perspecification no. FFFA/ FBC

2 Each 7796 15592 383.77 767.54 16359.54

13-7-11

Supplying and installing firebrigade Header (SiameseConnection) of 150 mm Øfor supplying water to wetriser system as perspecification No. FF-FFA/SMC - 4 WAY

2 Each 9690 19380 375.14 750.29 20130.29

13-7-12

Supplying and installing airvessel of 300 mm dia 1.5min height M.S. tank installedinside pump house / onterrace complete as perspecification no. FF-FFA/ACT

1 Each 10370 10370 455.99 455.99 10825.99

13-7-13

Supplying and erecting20/25mm dia gun metal airrelease cock, withnecessary G.I. coupling tobe fitted on top of air vesselor on wet riser complete asper specification no. FF-FFA/ARV

5 Each 627 3135 100.25 501.27 3636.27

13-7-14

Supplying and installingpressure gauge of 100 mmdia., 0-300 PSI or 0-14 kgper cm square fitted with12/15 mm dia. pad cockvalve, and G.I. pipe, elbowetc. complete as perspecification no. FFFFA/PG

10 Each 568 5680 100.25 1002.54 6682.54

13-7-15

Supplying and installingDANFOSS make pressureswitch with 12/15 mm Øisolation valve, G.I. nipple,elbow etc. in an approvedmanner as per specificationNo. FF-FFA/PS

5 Each 1426 7130 100.25 501.27 7631.27






Item No.

Final Total QTY

13-7-18

Supplying and erectingM.S./CRCA cabinet forhousing single hydrantvalve (size 400 x 400 x400mm.) made from 16SWG sheet and angle iron25 mm. x 25 mm. x 4 mm.having front doors withviewing glass (8"x6") andlocking arrangement withnecessary fixing materialsuch as rubber bidding etc.duly painted in post box redcolour.

53 Each 3974 210622 713.64 37822.71 248444.71

11648974.1

Say 11648974





Sr No. Description Amount (Rs.)1 Roads and Storm water Drains 139038745.002 External Sewerage & Water Supply, STP 72401131.003 Underground Water & Fire Tanks 27501609.004 Land Levelling, Driveways and Parking 81497641.005 Transformer Room 7048308.006 Solar & Hot Water 8015679.00

Total 335503113.00335503113.00

PIMPRI CHINCHWAD NEW TOWN DEVELOPMENT AUTHORITY

SUB ESTIMATE II - MEASURABLE WORK OUTSIDE THE BUILDING IN INFRASTRUCTURE LIKE ROADS, STORM WATER DRAINS EXTERNAL SEWERAGE AND WATER SUPPLY UG TANKS, FIRE TANKS AND LAND LEVELLING, DRIVEWAYS AND PARKING AND TRANSFORMER ROOMS

RECAPITULATION SHEET

Grand Total sub est II in INR Say

Recap Sub Est II




In figures In Words

1 2.01 1.00 Cutting down trees including trunks and branches withgirths above 30 cm. to 60 cm. and stacking the materialneatly with all lifts and lead of 1000 m as directed and earthfilling in the depression/pit if any.

484.65 Rupees Four Hundred Eighty four and paise Sixty five only.

No. 484.65

2 46.12 31.22 Removing lime or lean cement concrete including stackingthe spoils as directed with all leads, lifts complete.

532.90 Rupees Five Hundred Thirty two and paise Ninety only.

Cum. 16637.14

3 46.09 101.27 Dismantling brick masonry in lime or cement mortar andstacking the materials as directed with all leads, lifts,complete.

319.95 Rupees Three Hundred Nineteen and paise Ninety five only.

Cum. 32401.34

4 2.11 1309.75 Excavation for roadway in earth soil of all sorts, sand, gravelor soft murum including dressing section to the requiredgrade camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50 m and spreading forembankment or stacking as directed.

89.15 Rupees Eighty nine and paise Fifteen only.

Cum. 116764.21

5 2.13 6549.00 Excavation for roadway in hard murum and boulderincluding dressing section to the required grade, camber andside slopes and conveying the excavated materials with alllifts upto a lead of 50m.and spreading for embankment orstacking as directed.

98.60 Rupees Ninety eight and paise Sixty only.

Cum. 645731.40

Schedule - B : Roads & Storm Water Drains Rate ( Rs.)Sr.

No.SSR

Item No.Qty. Description of Item Unit Amount (Rs.)

Road Abstract Sub Est II




In figures In WordsNo. Item No.Qty. Description of Item Unit Amount (Rs.)

6 2.16 18337.00 Excavation for roadway in hard rock by wedging andchiselling or line drilling including dressing section to therequired grade, camber and side slopes and conveying theexcavated materials with all lifts upto a lead of 50 m andspreading for embankment or stacking as directed.

1098.30 Rupees One Thousand Ninety eight and paise Thirty only.

Cum. 20139527.10

7 2.26 5239.20 Conveying materials obtained from road cutting includingall lifts, laying in layers of 20cm. to 30cm. breaking clods,dressing to the required lines, curves, grades and section,watering and compacting to not less than 97% of standardproctor density for a lead of 300m. to 500m. inclusive, fromthe site of excavation to the site of deposition as directed.

349.30 Rupees Three Hundred Forty nine and paise Thirty only.

Cum. 1830052.56

8 2.28 17322.90 Providing earth work in embankment with approvedmaterials obtained from other sources including all leads,lifts, laying in layers of 20 centimetre to 30 centimetrethickness breaking clods, dressing to the required lines,curves, grades and section, watering and compaction withvibratory roller with V-Sat attachment to achieve not lessthan 97% of standard proctor density etc. complete.

742.20 Rupees Seven Hundred Forty two and paise Twenty only.

Cum. 12857056.38






9 3.02 1129.25 Construction of granular sub-base by providing close gradedMaterial, mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site, spreading inuniform layers with motor grader / Paver on preparedsurface and compacting with vibratory roller to achieve thedesired density, complete as per clause 401 -- Plant MixMethod and Grading - II Material

2195.20 Rupees Two Thousand One Hundred Ninety five and paise Twenty only.

Cum. 2478933.77

10 3.23 468.75 Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mix macadamspecification including premixing the Material with water atOMC in mechanical mix plant carriage of mixed Material bytipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compactingwith vibratory roller to achieve the desired density. LayingBy Grader/Paver.

2185.35 Rupees Two Thousand One Hundred Eighty five and paise Thirty five only.

Cum. 1024384.47

11 3.29 16905.00 Providing and applying primer coat with bitumen emulsionon prepared surface of Granular Base including clearing ofroad surface and spraying primer at the rate of 0.60kg/Square Metre using mechanical means.

22.60 Rupees Twenty two and paise Sixty only.

Sqm. 382053.00






12 3.32 50715.00 Providing and applying tack coat on the prepared surfaceheating by flames in boiler and spraying bitumen withsprayer on Granular surface treated with primer at 2.75 Kgper 10 Square Metre using VG-30 grade bulk bitumen.

11.85 Rupees Eleven and paise Eighty five only.

Sqm. 600972.75

13 3.36b 16905.00 Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including allmaterials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal withconical crusher plant, heating and spraying the bitumen ofVG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chipscompacting with three wheel static roller having weight 8 to10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete includingapplying tack coat of VG 30 grade bitumen at the rate of0.30 kg per square metre on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

244.60 Rupees Two Hundred Forty four and paise Sixty only.

Sqm. 4134963.00






14 3.40 845.25 Proving and laying bituminous macadam using crushedaggregates of Grading 1, premixed with bituminous binder,transported to site with Vehicle Tracking System, laid over apreviously prepared surface, finished to the required grade,level, alignment and rolling to achieve the desiredcompaction for 80/100 mm compacted thickness with 3.3%VG-30 Bitumen using Batch mix type hot mix plant withSCADA, Sensor Paver, vibratory roller. (VG-30 bulkbitumen rates are considered to arrive at rates)

5475.40 Rupees Five Thousand Four Hundred Seventy five and paise Forty only.

Cum. 4628081.85

15 3.44 878.63 Proving and laying Dense Bituminous Macadam usingcrushed aggregates of grading 1, premixed with bituminousbinder VG-30 bitumen @ 4.50 percent by weight of totalmix and filler, transported to site with Vehicle TrackingSystem, laid over a previously prepared surface, finished tothe required grade, level, alignment and rolling to achievethe desired density for 76-100 mm compacted thickness,using Batch mix type hot mix plant with SCADA, SensorPaver, Vibratory Roller with Stone Dust filler. (VG-30 bulkbitumen rates are considered to arrive at rates)

7109.75 Rupees Seven Thousand One Hundred Nine and paise Seventy five only.

Cum. 6246839.64






16 3.48 444.88 Providing and laying bituminous concrete using crushedaggregates of Grading-1, premixed with bituminous binderat 5.20 percent by weight of total mix and filler, transportedto site with Vehicle Tracking System, laid over a previouslyprepared surface, finished to the required grade, level,alignment and rolling to achieve the desired compaction for50 mm compacted thickness with VG-30 Bitumen,excluding prime/tack coat. Using Batch mix type hot mixplant with SCADA, Sensor Paver, Vibratory Roller withStone Dust filler.(VG-30 bulk bitumen rates are consideredto arrive at rates)

7547.95 Rupees Seven Thousand Five Hundred Forty seven and paise Ninety five only.

Cum. 3357932.00

17 24.01 861.12 Providing and laying Cast in situ/Ready Mix cementconcrete in M-15 of trap/ granite/quartzite/ gneiss metal forfoundation and bedding including bailing out water, Steelcentering, formwork, laying/pumping, compacting,roughening them if special finish is to be provided, finishingif required and curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Pan mixer) etc.complete. With fine aggregate (Crushed sand VSI Grade)

6564.15 Rupees Six Thousand Five Hundred Sixty Four and paise Fifteen only.

Cum. 5652522.66






18 14.44 1590.58 Providing and laying in situ/ ready mix M-20 RCC of trapmetal for RCC work of ballast walls and kerbs includingscaffolding, compaction, formwork finishing and curing etc.complete, excluding reinforcement, with fully automaticmicro processor based PLC with SCADA enabled concretebatch mix plant/ pan mixer and fine agreegates of requiredspecifications (Natural sand / VSI sand finely washed etc.)

9277.45 Rupees Nine Thousand Two Hundred Seventy seven and paise Forty five only.

Cum. 14756526.42

19 14.07 27.72 Providing and laying in situ/ ready mix M-20 controlledcement concrete of trap/ granite/ quartzite/ gneiss metal forRCC work in solid/ deck slab etc. including ramming,vibrating, curing, formwork, centering and finishing incement plaster excluding reinforcement etc. complete forheight up to 4 meter with fully automatic micro processorbased PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) and fineagreegates of required specifications (Natural sand / VSIsand finely washed etc.)

10009.60 Rupees Ten Thousand Nine and paise Sixty only.

Cum. 277466.11

20 11.29 1.00 Providing cast in situ / ready mix M-20 grade cementconcrete for head walls of CD work / retaining walls etc.including necessary form work, compaction, finishing andcuring etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA withNatural / VSI standard Artificial Sand

9449.50 Rupees Nine Thousand Four Hundred Forty nine and paise Fifty only.

Cum. 9449.50






21 14.01 72.41 Providing, cutting, bending, hooking, tying and laying inposition TMT FE 500 steel bars for reinforcement for allRCC works as per detailed drawings etc. complete.

66982.85 Rupees Sixty six Thousand Nine Hundred Eighty two and paise Eighty five only.

M.T. 4850210.75

22 33.53 12308.24 Providing and fixing heavy duty inter locking concreteRUBBER MOULD GLOSSY PAVING BLOCKS of 60millimeter thickness of having a strength of 400Kilogram/sq.m of approved quality and shape on a bed ofcrushed sand of 25 to 30 millimeter thick including strikingjoints and cleaning etc. complete. (using 100% crushedsand)

922.55 Rupees Nine Hundred Twenty two and paise Fifty five only.

Sqm. 11354966.81

23 42.09 300.00 Providing and laying concrete pipes of I.S.NP. class of300mm diameter in proper line, level and slope includingnecessary collars, excavation, laying, fixing with collars incement mortar 1:1 and refilling the trench complete.

739.55 Rupees Seven Hundred Thirty nine and paise Fifty five only.

Rmt. 221865.00

24 11.08 300.00 Providing and laying cement concrete pipe of IS 458:2003NP-2 class of 450mm diameter in proper line, level andslope including providing and fixing collars in cementmortar 1:2 and curing etc. complete.

1926.55 Rupees One Thousand Nine Hundred Twenty six and paise Fifty five only.

Rmt. 577965.00

25 35.21 3510.48 Providing and applying priming coat on concrete/ masonary/Asbestos Cement plastered surfaces including scaffolding ifnecessary, preparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter and sand papering asrequired etc. complete.

35.65 Rupees Thirty five and paise Sixty five only.

Sqm. 125148.61






26 35.11 3510.48 Providing and applying two coats (exterior quality) of flatoil paint of approved colour and shade to the plasteredsurface in buildings and workshops including scaffolding ifnecessary, cleaning the surface and preparing surface etc.complete. (excluding primer coat).

84.95 Rupees Eighty four and paise Ninety five only.

Sqm. 298215.28

27 6.12a 6391.25 Providing and laying of hot applied thermoplastic compound2.50 milimetre thick including reflectorizing glass beads at250 grams per square metre area, thickness of 2.50milimetre is exclusive of surface applied glass beads as perIndian Road Congress:35. The finished surface to be level,uniform and free from streaks and holes complete.

698.65 Rupees Six Hundred Ninety eight and paise Sixty five only.

Sqm. 4465246.81






28 6.29a 96.00 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 1.5mmaluminum sheet bonded with white retro reflective sheetingof Class B ( Type IV High intensity micro-prismatic gradesheeting-HIP) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow asper IRC:67-2012 Table No 8.3 Supported with back supportframe 25mm x 25mm x 3mm, duly painted on back side withgrey stove enamel paint and supported on one Number of M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 mlong, duly painted with with flat oil paint having alternateblack and white bands of 25 cm width including G.I. fixturesetc; fixing the boards in M25 grade concrete block of size60cm X 60cm X 75cm including transportation etc;complete. Class B ( Type IV High intensity micro-prismaticgrade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertorissued for field performance including the screen printedareas and cut-out sheeting and cut-out durable transparentoverlay film and this warranty certificate in original shouldbe submitted to the Engineer in charge by thecontractor/supplier.

3311.70 Rupees Three Thousand Three Hundred Eleven and paise Seventy only.

No. 317923.20






29 6.34a 223.56 Providing and fixing of retro-reflectorised informatory signboard Rectangular/ Square in shape having area greaterthan 0.9 square metre made out of 2 mm. aluminum sheetbonded with white retro reflective sheeting bonded withwhite retro reflective sheeting of Class B (Type IV Highintensity micro-prismatic grade sheeting-HIP) havingpressure sensitive/ heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012, TableNo 8.3, supported with back support frame 25mm x 25mmx 3mm, duly painted on back side with two coats of greystove enamel paint and supported on one number of M.S.angle iron post of size 75 mm. X 75 mm. X 6 mm., 3.5 m.long, firmly fixed to the ground by means of properlydesigned foundation with M-25 grade cement concrete 45cm. x 45 cm. x 60 cm., 60 cm. below ground level as perapproved drawing The angle iron post shall be duly paintedwith one coat of epoxy primer and two coats of epoxy finishpaint having alternate black and white bands of 25 cm.width including G.I. fixures and transportation etc.complete.

10867.65 Rupees Ten Thousand Eight Hundred Sixty seven and paise Sixty five only.

Sqm. 2429571.83






30 11.14 5.00 Providing and laying cement concrete pipe of I.S. 458:2003non pressure-3 class of 600 milimetre diameter in properline, level and slope including providing and fixing collarsin cement mortar 1:2 complete.

4741.75 Rupees Four Thousand Seven Hundred Forty one and paise Seventy five only.

Rmt. 23708.75

31 11.16 3332.00 Providing and laying cement concrete pipe of I.S. 458:2003non pressure-3 class of 900 milimetre diameter in properline, level and slope including providing and fixing collarsin cement mortar 1:2 complete.

8222.65 Rupees Eight Thousand Two Hundred Twenty Two and paise Sixty five only.

Rmt. 27397867.97

32 RA 5297.45 Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader/Paver on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with vibratory rollerto achieve the desired density, complete as per clause 401 --By Mix in Place Method and Grading - II Material.

903.06 Rupees Nine Hundred Three and paise Six only.

Cum 4783913.48

33 RA 2118.98 Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mix macadamspecification including premixing the Material with water atOMC in mechanical mix plant carriage of mixed Material bytipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compactingwith vibratory roller to achieve the desired density. LayingBy Grader/Paver.

1119.15 Rupees One Thousand One Hundred Ninteen and paise Fifteen only.

Cum 2371455.62






34 PMC Drainage

SSR-19-20, Item No.-3-7-

2-1-15

220.00 Providing & laying square/ rectangular type precast concreteinspection chamber frame & cover of specified diameter &thickness (Of Size 0.9m x 0.9m – heavy duty)

2872.30 Rupees Two Thousand Eight Hundred Seventy Two and paise Thirty only.

No 631906.00

139038745.06

139038745.00

Total =

Say =





Item No. Qty No of Bldg

Total QTY Item of Work SSR

Item NoRef No Rate Unit Amount

(Rs.)

1 3 1 3

Providing and fixing 1st class white glazedearthenware Orissa Type W.C. Pan 580 mm diaincluding P or S trap cast iron soil and vent pipeupto the outside face of the wall (1:5:1 0)cement concrete bedding 15 mm thick, 10 literP.V.C. flushing cistern with all necessary pipeconnection etc. complete. Spec : As directed byEngineer In Charge

42.33 BDV 6686 No 20058.99

2 3 1 3

Providing and fixing White glazed earthenwareWash Hand Basin of 55 x 40 cm size with bottletrap including cold water piller taps, brackets,rubber plugs and brass chain, stop tap,chromium plate bottle trap and necessary pipeconnections including UPAC waste pipe andtrap upto the outside face of the wall, makinggood the damaged surface, testing etc.complete. BRAND - HINDWARE/ JOHNSON/PARRYWARE/ VIENA/ AMERICANSTANDARD

41.69 BDV 6899 No 20697.81

Schedule B

Internal , External Water Supply and Draiange System 1st Slab to Parking Level




3 3 1 3

providing and fixing stainless steel sink of size600*510*200 mm of Nirali or equivalent makeincluding coupling , outlet, pipe, elbow and othernecessary fittings, finishings etc. complete.Spec No.: as directed by Engineer in charge. 42.78 BDV -

4 15226 No 45678.72

4 3 1 3

providing and fixing C.P Angular stop clock withwall flange jaquar make continental ( CAT .NO .CON-059) including necessary sockets / unionnut etc. complete. Spec No.: as directed byEngineer in charge.

42.79 BDV 2560 No 7678.68

5 3 1 3

providing and fixing C.P BIB cock with wallflange jaquar or equivalent make continental (CAT .NO . CON-047) including necessarysockets / union nut etc. complete. Spec No.: asdirected by Engineer in charge.

42.83 BDV 1031 No 3093.51

6 3 1 3

Providing and fixing C.P. Two way BIB cockjaquar make or equivalent continental (CAT.NO.CON-041) including necessary sockets/unionnut etc. complete.

42.8 BDV 1305 No 3914.88

7 3 1 3

providing & fixing,screw down 15 mm diawheeled stop tap of brass including necessarysocket,union nut complete. Spec.No;BD.v.9page No. 555

41.43

Bd.V.9 Page Number 555

461 No 1381.53

3 1 3

do -- 20mm

41.44


609 No 1828.41




3 1 1

do -- 25mm

41.45


773 No 773.11

21 1 21

do -- 50mm

41.48


1798 No 37757.79

21 1 21

do -- 65mm

41.48


2098 No 44058.00

41 1 41

do -- 80mm

41.48


5770 No 236549.50

8 1 1 1

providing & fixing,screw down 15 mm dia NRVof brass including necessary socket,union nutcomplete. 461 No 460.51

0 1 1 do -- 25mm 773 No 773.1142 1 42 do -- 50mm 2360 No 99130.5042 1 42 do -- 65mm 6434 No 270207.8442 1 42 do -- 80mm 6434 No 270207.84

9 1050 1 1050

Providing and fixing on walls /ceiling /floor25mm dia. CPVC pipe with necessary fittings,remaking good the demolished portion etc.complete. Including removing existing pipeline ifnecessary and conveying and stacking thesame in PWD chowky or as directed etc.complete.

42.57 BDV5 293 RMT 307566.00




10 2030 1 2030

Providing and fixing on walls /ceiling /floor50mm dia. CPVC pipe with necessary fittings,remaking good the demolished portion etc.complete.

42.6 BDV5 586 RMT 1190078.51

11 3243 1 3243

Providing and fixing on walls/ ceiling/ floors, 65mm dia. heavy grade having embossed as ISIMark galvanised iron pipes weight of 10.15Kg/meter with necessary fittings. and remakinggood the demolished portion and applyingprimer of anticorrosive oil paint 2 coats Includingnecessary scaffolding and removing existingpipe line if necessary and conveying andstacking the same in PWD chowky or asdirected etc.complete. OHT FILLING

42.16 BDV5 1384 RMT 4487112.09




12 3510 1 3510

Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcluding coupler/specials, includingtransportation and freight charges, inspectioncharges, loading / unloading charges,conveyance to the departmental stores &stacking the same in closed shade dulyprotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest ISSpecifications Also HDPE pipes upto 110 mmDia shall be in coil form10 Kg/Sq. cm : 110 mm Dia Flushing Line

MJP - 425 RMT 1491223.50

13 1 1 1Providing and fixing 10 centimeter PVC nahanitrap with grating etc. complete. 42.67 BDV

32 492 No 491.98

14 38 1 38

Providingandfixing75mmdiastabiliserpipe/P.V.C.soilvent/wastepipeandwithnecessaryfixturesandfittingsuchasbends,tees,singlejunctions,slottedvent,clampsetc.complete

42.51 BDV 523 RMT 19786.41

15 38 1 38


42.52 BDV 704 No 26888.22




17 37 1 37

Providing and fixing 75 mm diameter stabiliserpipe/ P.V.C. soil vent/ waste pipe and withnecessary fixtuers and fiting such as bends,tees, single junctions slotted vent, clamps etc.complete. ( Rain water pipe indivisual Terraces )

42.51 BDV 523 RMT 19472.34

18 550 1 550

Providing and laying concrete pipes of I.S. NP. class of 300mm diameter in proper line,level and slope including necessary collars,excavation, laying, fixing with collars incement mortar 1:1 and refilling the trench

complete.42.09 BDV -

41 740 RMT 406752.50

19 200 1 200

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

11.08 CD- 7 1928 RMT

20 150 1 150Providing and laying cement concrete pipe of IS458:2003 NP-3 class of 600 mm diameter inproper line, level and slope etc. complete.

11.14 CD- 7 4744 RMT




21 42 1 42

Providing and constructing BrickMasonryInspection Chamber 90cm x 45cm With R .C.C.raft in B.C.soil are in cluding cost ofreinforcement,1:2:4 cement concrete channelshalf round G.S.W.pipes,BrickMasonry,plasteringfrom In side etc complete

42.15 BDV 10291 No 432208.98

22 100 1 100

Providing and constructing Brick Masonry roundman hole inspection trap Chamber 90 cmcluding1:4:8 C.C foundation,1:2:4 C.C.channels/ half round glazed stoneware pipechannel,salt glazed stone ware intercepting trapwith rodding pipeset in1:4:8cement concreteblock,brick masonry plastering in side andOutside ,fixed incement concrete withR.C.C.Cover medium duty 140 Kilogram. etccomplete ( ROUND CHAMBER ) depth up to 3m height .

42.17 BDV 9637 RMT 963716.00




23 21 1 21

RWH - Recharge Pit Providing and constructingrecharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deepborewell at the floor of recharge pit includinginstallation of combination of solid/perforatedPVC casing pipe wrapped around with netlonmesh including 300mm thick sidefilling aroundoutside of RCC rings (annular space) with40mm size boulders including filling ofrecharge pit up to 0.5m depth with 25-75mmclean washed gravels from bottom up followedby 0.5m depth of 10-25mm of clean washedstones followed by 0.5m of washed river fineaggregate (natural sand/crushed sand VSI gradefinely washed etc.) including netlon meshbetween each gravel/fine aggregate (naturalsand/crushed sand VSI grade finely washed etc.)media layer including covering with RCC slab,manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet& outlet pipe excavation & backfilling as shownin the drawing.The rate shall be inclusive of alllabour, material, wastage, scaffolding,transportation, taxes, including all leads, lifts atall levels. All material should be of approvedmake. All works complete as per the drawing,technical specification and direction of theEngineer in charge.

48.47 RWH 95774 No 2011247.70




24 126 1 126

Supplying, assembling, lowering and fixing invertical position in bore well, unplasticized PVCmedium well-casing pipe of 150mm dia,conforming to IS:12818, including required hireand labour charges, fittings & accessories etc.all complete, for all depths, as per the directionof Engineer in charge.

48.49 RWH 502 Rmt 63311.22

25 50 1 50

Supplying, filling, spreading & leveling stoneboulders of size range 5cm to 20cm in rechargepit, in the required thickness, for all leads &lifts, all complete as per the direction ofEngineer-in-charge.

48.51 RWH 759 Cum 38277.79

26 38 1 38

Supplying, filling, spreading & leveling gravelsof size range 5mm to 10mm, in the recharge pit,over the existing layer of boulders, in requiredthickness, for all leads & lifts, all complete asper direction of Engineer-incharge.

48.52 RWH 1299 Cum 49089.35




27 25 1 25

Supplying, filling, spreading & leveling coarsefine aggregate (natural sand/crushed sand VSIgrade finely washed etc.) of size range 1.5mm to2mm in recharge pit, in required thickness overgravel layer, for all leads & lifts, all complete asper direction of Engineer in charge

48.53 RWH 1320 Cum 33254.93

28 25 1 25

Gravel packing in tubewell construction inaccordance with IS:4097, including providinggravel: fine/ medium/ coarse, in requiredgrading & sizes as per the actual requirement,all complete as per direction of Engineer incharge

48.54 RWH 1329 Cum 33492.82




29

Providing D.I. pipes (push on joints pressurepipes of D. I. of following class and diametersconfirming to the I. S. specification inclusivecost of jointing materials (Rubber gasket ofEPDM Quality ) excluding GST levied by GOI& GOM in all respect including Third partyinspection charges of TPI Agency approved byMJP including Transit insurance, RailwayFreight, Unloading from railway wagon,Loading into Truck, Transportation todepartmental store, unloading, stacking etc.completed as directed by Engineer in charges(IS 1536/2001 for pipes and IS 158/1969 and IS12820/1989 or latest edi-tion/revision withamendments for Rubber Gaskets.

MJP

(IS:8329-2000 Latest Version) D. I. K-7322 1 322 i) 100mm 848 Rmt 272923.98186 1 186 ii) 150 mm 1250 RMT 232576.26315 1 315 iii) 200 mm 1541 RMT 485408.7390 1 390 iv) 250 mm 2144 RMT 836222.4410 1 410 v) 300mm 2628 RMT 1077377.5




30

Providing double flanged Sluice Valvesconforming to IS- 2906 / 14846 including wormgear arrangements as per test pressure, stainlesssteel spindle, caps, including all taxes,transportation, etc. complete.

A Sluice Valve PN-1.0 (without bypass arrangement)

42 1 42 iv) 100 mm 8828 No 370791.965 1 5 v) 125 mm 11030 No 55151.25 1 5 vi) 150 mm 11698 No 58492.253 1 3 vii) 200 mm 22775 No 68324.523 1 3 250mm 35214 105641.64

31 No 56200000

The Moving Media Bio Reactor Technology is a advanced biologicaltreatmentprocess which has a combination of activated sludge processand attached growthprocess. The bio reactor has lot of packing materialcalled carrier media insuspension and provides a large surface area for microorganisms to grow anddegrade the organic matter in aerobic condition. Dueto the use of carrier media, thehigher concentration of bio mass is developedwhich helps to reduce the basin size,accept higher loading rates and takeshock loads.

MMBR STP (Includes planning, designing, executing, installing, commissioningwith 5 years comprehensive annual maintenance with all civil, mechanical,electrical, electronic and instrumentation requirements)

Specifications and terms for MMBR STP in Housing Project under Phase II by PCNTDA in Sector 12 PROCESS DESCRIPTION – MOVING MEDIA BIO REACTOR TECHNOLOGY




The MMBR / FAB Technology has following advantages over ConventionalSystemslike :1 Low on civil works2 Low space requirement

The sewage after screening and grit removal flows by gravity into the BIOREACTORwherein the attached growth, aerobic microbes will utilizepollutant in presence ofoxygen thereby, further reducing BOD. The air requiredwill be provided throughcoarse bubble air diffusers provided on the aerationgrid at the bottom of reactorand using positive displacement, twin lobe, roottype air blower for supply ofoxygen. The PP media is provided in the aeration tank to allow the aerobicmicrobes to growand get attached. This media remains in fluid state in theaeration tank therebykeeping large number of microbial colonies moving inthe tank and provide highconcentration of bio mass available at all the time. Themicrobes get exposed to biodegradable organics in presence of oxygen andconvert it into cell biomass, watermolecule and carbon-dioxide. Themicrobial colony grows on plastic media. Theexcess bio mass getssloughed and moves with treated water into subsequent unit.This sloughingaction is a continuous process and the microbes keep on growingandsloughing. This is a very fast process and hence system becomes self-sustaining.The dead bio mass generated will be separated in the CLARISETTLERTANK whereintube media is provided for providing additional surface area for settlement of biomass and thereby reducing the space requirement. The solid-liquid separation isachieved in this tank and clear supernatant will flow by gravity. The treated wastewater will be disinfected with Chlorine and allowed toreact inCHLORINE CONTACT TANK prior to suitable disposal.A typical sketch of bio reactor showing various components is given below.




MPN < 1000 per 100 ML

Treated Sewage Quality pH 6.5 - 8.5 Total Suspended Solids < 30 mg/l BOD < 20 mg/l COD < 100 mg/l Oil & Grease < 10 mg/l

Total Suspended Solids 210 mg/l BOD 5 days at 20º C 170 mg/l COD 340 mg/l Oil & Grease 30 mg/l MPN 106 to 107 per 100 ML

6 Higher efficiencies in pollutant removal7 Effective removal of nitrates and phosphates8 Quick retrieval of system after shutdown / power failure.SPECIFICATIONS OF SEWAGETREATMENT SCHEME Raw Sewage Characteristics Temperature Ambientph 7.0 - 8.0

3 Low on operating cost due to higher Oxygen Transfer Efficiency.4 Low on maintenance cost5 Easy to operate with semi-skilled manpower




Sr. No.Parameters units Value1 pH ---- 6.5-8.52 COD mg/L < 503 BOD (3 days @ 27o C)

mg/L< 104 Suspended Solids mg/L < 105 Total Nitrogen mg /L < 10

Moving Media Bio Reactor (MMBR) / FAB (Fluidised Aerated Bed)ProcessDesigning, providing, constructing, hydraulic testing, commissioningandgiving satisfactory trials of STP consisting of inlet chamber, screenchamber, gritseparator, MMBR / FAB (based on technologies providingattached growth on plasticmeddi kept suspended in the waste water due tolow density of plastic and providedwith compressed air for aeration with veryhigh MLSS of greater than 15,000mg/lit.) tank, secondary clari settler,sludge sump, sludge thickener, chlorine contacttank, chlorinator room/shed, sludge centrifuge, associated piping work withrequired valves, gates, drains, pathways, administration block cum laboratory,laboratory equipments,spare parts for 2 years of operation, etc. complete as turnkeyjob with allinvolved civil, electrical and mechanical works inclusive of followingitems, unitsas per detailed specifications for civil, electrical and mechanicalcomponentswith all duties and taxes, etc. complete. Treated sewage can be usedforflushing, irrigation, horticulture purposes.OUTLET WATER QUALITY (as per prevailing EC norms)




6 Ammonical Nitrogen as Nitrogenmg/L

<57 Total Phosphate mg/L < 28 Fecal Coliform MPN / 100ml N.D MPN / 100ml

2. Screen ChamberDesigning, providing, constructing, testing and commissioning of screenchamber, designed for peak flow in RCC(M-25), including walkway 1.2 mwide with GI pipe.3. Grit Separator

FOLLOWING UNITS ARE INCLUDED1. Inlet ChamberDesigning, providing and constructing RCC (M-25) inlet chamber designed forthe peak flow including necessaryexcavation in all types of strataincluding walkway all around the periphery. Each compartment will haveCI gateswith extension rod, head stock, operating wheels, GI pipe railing, etc.The work includes providing and makingnecessary arrangements toconnect the flow to screen chamber by approach channel as directed and as perspecifications.




Designing, providing and constructing in RCC (M-25) biological reactor tank forremoval of BOD along withnutrient removal to handle the average flow andhaving hydraulics suitable to handle peak flow conditions withsuitable 1.2 mwide walkway, expansion joints as required, including foundation, etcas per specifications. Thetank shall be equipped with inlet and outletarrangement, air blowers for supply of air, coarse bubble diffusersandaeration grid in SS 304, PP carrier bio media, etc. FB of 0.5 m and SWD asrequired should be complete as perdetailed specifications.To have eco-friendly & natural treatment, this plant is designed based on the biological treatment concept. Thismeans naturally occurring microbes (which are present in sewage water itself) removes or degrade the organicmatter present in the sewage & at the end clean water is available for the non-potable usage or to dispose safely Equalization : To absorb variation in quantity and quality of sewage and to provide uniform flow at thedownstream treatment process, a collection or equalization tank is provided. This will avoid shock loading andprocess upsets of the treatment plant. To avoid settling of suspended solids in this tank continues air agitation isprovided.

p p gis not required.

Designing, providing and constructing detritor type grit removal mechanism inRCC (M-25) capable of removing100% 0.2 mm size particle and above, havingspecific gravity 2.30 designed for peak flow with suitablearrangement ofseparation of grit from putrescible solids including providing and makingnecessaryarrangements of Jb-1. Inlet and outlet channels of required sizes asmake be required to connect the flow toconnecting unit, etc. complete includinghydraulic testing for watertightness of structure having minimum FB of0.3 m,washout arrangement to grit chamber and platform 1.2 m wide RCC walkwaywith GI pipe handling shallbe provided. A pit for collecting grit conveyed byconveyor shall be provided. It should be suitable to handle thegrit for carting. Allarrangements shall be as detailed specifications and as directed.4. MMBR / FAB Tank




If sewage treated & operated properly this sewage treatment plant will give enormous benefits such as- It will avoid the water pollution- It will help us to give hygienic surrounding

To reduce the plan area of settling tank, tube modules are placed in this tank to increase the settling area of thetank. Since this tank is a hopper bottom tank due to which there is no need of sludge scrapping mechanisms.Disinfection : Supernatant from Tube settler, flow by gravity to the chlorine contact tank. To disinfect theharmful bacteria in the treated water as well as to remove the refractory organics from treated water, in this Sludge disposal system: Settled sludge from tube settler will be removed bypumping to the sludge thickener andfrom there it will go to centrifuge to dewater the sludge and use dry sludge as manure.

Secondary TreatmentBiological Treatment : This is the main section of the plant where degradation of organic pollutants with thehelp of aerobic micro-organism takes place. To provide higher surface area for micro-organism, floating media isprovided. On which micro-organism growth takes place. This makes bioreactor is of hybrid concept in whichboth suspended growth as well as attached growth principal for micro-organism is achieved. Due to higherpopulation of micro-organism, effective volume of bioreactor reduced drastically as compared to conventionalaeration tanks.To maintain the aerobic condition in the bioreactor, air supply arrangement is provided by means of aeration

Tube Settler : Gravity overflow from the bioreactor is collected in the tube settler tank. In this settling tank,generated sludge from the bioreactor undergoes a gravity settling. Clear supernatant from settling tank will flow




LEVEL OF AUTOMATION:The plant is designed based on moving media aerobic process which needs no skilled manpower. The operationsinvolved are ON / OFF of the pumps and air blower, sludge drain. These operations can be done by the securityor gardener. The pumps are provided with level switch for ON /OFF based on PLC Program & the tank waterlevel and to avoid dry run and mechanical damage. This is SEMI-AUTOMATIC

- Due to media technology, foot print area required for the plant is very less.- Due to smaller unit sizes, civil construction cost & overall project cost is very less- Due to efficient aeration system, electrical power requirement is very low.- Due to user friendly equipment, plant maintenance is very less.- Due to inbuilt automation, plant machinery life is high & ensures trouble free operation. All process rotatingelectromechanical equipments are provided with standby equipment to ensure the uninterrupted operation.- Due to effective after sales service from our qualified staff, maintenance issues to the owner are less.

- Being a water recycling & conservation system, commercial establishment gets depreciation benefits forf dl d lAbove all, we will be ensuring safe & hygienic environment to our society.Advantages of treatment schemeThis plant will produce the treated water which can be recycled back. This plant is based on biological principlehence no need use of any excessive hazardous chemicals for the main degradation process. Being an attached

- After required treatment, treated water can reduce your 60-70 % fresh water requirement, which otherwisewe use for toilet flushing, gardening, construction etc. Thus we can save a lot on water expenditure as well asprovide us a remedy on present water crises.




No. of unitsMOCType Quantity of pumpsCapacityTypeMOCQuantityCapacityTypeMotor with Gear BoxDutyMOCQuantity of pumpsCapacityTypeMOCAgitatorTypeMOCQuantityCapacityAir Blower TypeDuty

850 m3/hr air flow @ 0.5 Twin Lobe, Root BlowerAir supply to AT, ET, TWT

ANOXIC RECICULATION MIXER 2 No.Vertical SS304AIR BLOWER WITH MOTOR 3 No (2W + 1SB)

SS 304ANOXIC RECIRCULATION TRANSFER PUMP 3 No (2W+1SB)45 m3/hr @ 10 m headSelf-Priming, Centrifugal, Non-CI

AUTO MECHANICAL SCREEN 1 No 90 m3/hrRotary/ Rake1 No.For removal of Suspended

BarSEWAGE TRANSFER PUMP 3 No (3W+1SB)45 m3/hr @ 10 m headSelf-Priming, centrifugal, Non-CI with SS Grinder

1) BAR SCREEN 2 NoSS304




MOCAcoustic hood/CanopyAir GridMOCValvesTypelocationMOCCoarse bubbling

QuantityShapeSurface AreaMOCBOD loading rate QuantityQuantity Flow rateLoading RateHeightCollection troughsTube Settling media 1 set

CLARISETTLER- (TUBE SETTLER) 2 set 2 X 45 m3/hr1.2 to 1.5 m/hr3 m 1 set

MEDIA FOR BIOREACTOR (MMBR/FAB) Cylindrical400 m2/m3PP15-20 gm of BOD/m2 of area 120 m3 for both tanks

Main Header in SS16Lateral 40 mm with 3 mm holesDuty Uniform air distribution & oxygenTransfer1 Lot as per design

1 lotSS 304 1 setBall, ButterflyAIR SPARGER SYSTEM For AT

CI3 nosAIR GRID WITH AIR BLOWER PIPING




MOCTypeAngleAccessoriesQuantity of Tube mediaQuantity of pumpsCapacityTypeMOCQuantity of pumpsDosing pumpCapacitySolution tankMOCCapacityQuantity of pumpsCapacityTypeDutyMOCNo. of UnitsCapacityMaterial of ConstructionVessel MakePRESSURE SAND FILTER 1 No 85 m3/hrMSEPAs approved by Employer

FILTER FEED PUMP 2 No (1W+1SB)85 m3/hr @ 28 m headCentrifugalTo pump water from IST to filterCI

2 No (1W+1SB).Electronic solenoid operated 0-10 lit/hr @ 3 kg/cm21 no.LDPE200 liter

SLUDGE PUMP 3 No (2W+1Stored SB).15 m3/hr @ 10 m headSelf-Priming, centrifugal, Non-clogCICHLORINE DOSING SYSTEM

PVC55X55 sq tube60 deg1 set70 m2 for both tanks




DiameterHeight on straightPipe line sizeMOC of frontal Operating/Working PressureDesign Pressure Design Temperature Filter mediaMedia QuantityValve TypeValve sizeOperationNo. of UnitsCapacityMaterial of ConstructionVessel MakeDiameterHeight on straightPipe line sizeMOC of frontal Operating/Working PressureDesign Pressure Design Temperature Filter mediaMedia QuantityValve TypeValve sizeOperation

1 lotButterfly Valve150 NBManual

150 NBMSEP2.0 Kg/cm25 kg/cm250 Deg CFine sand, gravels & pebbles + carbon

1 No 85 m3/hrMSEPAs approved by Employer2600 mm2000 mm

Fine sand, gravels & pebbles 1 lotButterfly Valve150 NBManualACTIVATED CARBON FILTER

2000 mm150 NBMSEP2.0 Kg/cm25 kg/cm250 Deg C

2600 mmVOLUME-II PCNTDA

Project 3:- Construction Of Affordable Housing Project 3234 EWS-A Type Dwelling Units In Sector 12 Of PCNTDA


CapacityNo of unitAccessoriesQuantityRecirculation pumpFlow rateMOCCapacityQuantity TypeMOCQuantity TypeSizeMOCNo. of QuantityMOCPiping SupportsMOCPressure GaugesSizeINSTRUMENTS 1 lot 4”, SS dial, glycerin filled

1 Lot as per requirement.UPVC Sch. 401 lot as requiredMSEPAccessories Valves, bends, elbows, clamps, Fittings etc

CENTRIFUGE 1 NoBasket Centrifuge36” MSNTERCONNECTING PIPING

BASKET CENTRIFUGE FOR SLUDGE DEWATERINGCENTRIFUGE FEED PUMP 5 m3/hr @ 20 m head2 No (1W+1SB)Screw PumpsCI with SS shaft

1 no With all required 1 No. 2 no (1W+1SB)5 m3/hr SS304

OZONATOR 420 gm/hr




LocationFlow MeterTypeLocation Level SwitchLocationNo. of UnitMOCTypePLC with HMIOn/Off/Trip IndicationCablingTypeEntryCable Tray & cable SupportsMimic DisplayEnergy MeterLPBSBar Screen ChamberOil & Grease ChamberEqualization tankAnoxic tank – 2 nos.Aeration/MMBR Tank – 2 nos. Detention Chamber – 2 nos.Tube Settler Tank – 2 nos.Intermediate Storage Tank 100.0 m3 effective + FB

10.0 m3 effective + FB616 m3 effective + FB58 m3 effective + FB230 m3 effective + FB15.0 m3 effective + FB120 m3 effective + FB

1set1 No.1 No.1 set for all drivesCIVIL WORK – As per CPHEEO 6.5 m3 effective + FB

Compartmentalized1 No1 lot as per requirement1 lot – within the battery ArmoredBottom

2 nos Sewage transfer pump 1 lotAt ET,TWT&CDTELECTRICAL SPECIFICATIONS 1 noMS Powder coated

all pump & blower discharge side and inlet, outlet of each equipment’s3 NoElectromagnetic




Treated Water TankSludge Holding TankPlinth / Foundations for Tertiary filtrationSystem & other equipment’sPlant room / shedding for equipmentExcavation and refilling’sPipe line excavationBoundary and fencing work 1f anyCentrifugal PumpsDosing PumpsAir Blower- Twin Lobe TypeAir DiffusersMBBR MediaTube MediaLDPE TanksOil SkimmerCentrifuge-Basket TypeOzonatorUPVC Pipe & FittingsMS Pipe & FittingsBall ValvesButterfly Valve-MetallicButterfly Valve-PVC

Jindal/Tata Steel/JSWIPT/Aira/Merck/CRI//Kaigo/EquivAira/Kaigo/Merck/CRI/Flowtech/IPAshirwad/Aira/Delvalve/Equiv

As approved by EmployerPerfect/Pixel/Reno/EquivUniversal/Potential/Skylark/ B.AEngg/ACE/JM Industries/EquivEltech/Farraday/Ozonics/UniversalAstral/Ashirwad/Equiv

Motors Siemens/CGL/BBL/KEC/ABB/LHP/Marathon/WEG/Hindustan/EqEverest/Usha/TMVT/KPT/Airvak/AScogen/Rehau/Kaigo/OTT/SSI/EquiPasco/Cooldeck/Superplast/Equiv

As directed by EmployerAs directed by EmployerAPPROVED MAKE LISTMechanical Equipment KBL/Process Pumps/ CRI/ CNP/ Sintech/Shakti/JP /EquivE-dose/Verito/Kaigo/Equiv

250.0 m3 effective + FB50 m3 Effective + FBAs directed by EmployerAs directed by EmployerAs directed by Employer




Globe ValveDiaphragm ValveGear box (for agitator)Planetary Gear BoxPressure GaugesLevel SwitchesFlow Transmitter (Emag)MCBIndicatorSelector switchContactorCableMCC & Instrument panel boxPLCRelay cardCable tray

72401131.47

72401131.00

Total For 21 Bldg

Say

As approved by EmployerDelta/Aster/ Schneider/ Trinity/Equivalent As approved by EmployerDesign, Supply, supervision of Erection, Commissioning along with 5 years comprehensive O & M of Sewage treatment plants2000 KLD ( 2X1000 KLD)AS PER PREVAILING EC NORMS

Electrical Schneider/Siemens/L&T/CNS/EquiTeknic/EquivTeknic/EquivSchneider/Siemens/L&T/EquivPolycab/Finolex/Equivalent

Kavitsu/Bonfiglioli/Premium/EquivKavitsu/Premium/Sumiko/EquivInstruments Wika/Waree/GIC/Buamer/Airtech/ Blueseas/Aster/Pune techtrol/EquivAster/Eureka/BR Instruments

Aira/Kaigo/EquivFloway/Kaigo/equiv




In Fig In WordsMeasurable work in UGWT and Fire Water Tanks

1 0.00 Excavation for foundation in earth, soilof all types, sand, gravel and softmurum, including removing theexcavated material up to a distance of50 m beyond the building area andstacking and spreading as directed,dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoringand strutting etc. complete. (Lift upto 1.5m.)

Rs.190.90 Rupees One Hundred Ninety &

Ninety Paise Only

Cubic Metre

0.00

D.S.R.2020-21 Item No. 21.02R.A.No.1

2 0.00 Excavation for foundation in hardmurum including removing theexcavated material up to a distance 50metres, beyond the building area andstacking and spreading as directed,dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoringand strutting etc. complete. (Lift upto1.5m.)

Rs.209.80 Rupees Two Hundred Nine &

Eighty Paise Only

Cubic Metre

0.00

D.S.R.2020-21 Item No. 21.06R.A.No.2

3 595.74 Excavation for foundation in hardmurum and boulders including removingthe excavated material up to a distance50 metres, beyond the building area andstacking and spreading as directed,dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoringand strutting etc. complete. (Lift from1.5m.to 3.0m)

Rs.287.45 Rupees Two Hundred

Eighty Seven & Fourty

Five Paise Only

Cubic Metre

171,245.46

D.S.R.2020-21 Item No. 21.12R.A.No.3

4 3426.50 Excavation for foundation in Hard rockby chiselling, wedging, line drilling, etc.including trimming and levelling the bed,removing the excavated material upto adistance of 50 metres beyond thebuilding area stacking as directed,dewatering and back filling withavailable earth/ murum watering,ramming etc. complete. (Lift upto 1.5 m).


Two Hundred Twenty Six

& Thirty Paise Only

Cubic Metre

4,201,916.95

D.S.R.2020-21 Item No. 21.20R.A.No.4

Schedule B - EWS A - UGWT


Schedule B -EWS A UGWT Sub Est II




In Fig In Words


5 0.00 Transportation of excavated material murum, earth for a lead of 500m. inclusive, from the site of excavation to the site of deposition as directed.


Sixty Three & Thirty Five Paise Only

Cubic Metre

0.00

D.S.R.2020-21 Item No. C1 StatementR.A.No.5

6 2747.00 Providing preconstructional antitermitetreatment as per I.S. 6313 (Part-II) bytreating the bottom surface and sides ofexcavation at the rate of 5 litres ofemulsion concentrate of 1.0 percent ofchlorophyrifos per square meter ofsurface area covering 10 yearsguarantee on bond paper.

Rs.90.20 Rupees Ninety & Twenty

Paise Only

Square Metre

247,779.40

D.S.R.2020-21 Item No. 21.22R.A.No.6

7 126.69 Providing and laying Cast in situ/ ReadyMix cement concrete in M-10 of trap/granite/ quartzite/ gneiss metal forfoundation and bedding including bailingout water, formwork, laying/ pumping,compacting, roughening them if specialfinish is to be provided, finishing ifrequired and curing complete, with fullyautomatic micro processor based PLCwith SCADA enabled reversible DrumType mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I.quality Artificial Sand.

Rs.6125.85 Rupees Six Thousand

One Hundred Twenty Five

& Eighty Five Paise

Only

Cubic Metre

776,083.94

D.S.R.2020-21 Item No. 24.01R.A.No.7

8 306.16 Providing and laying in situ/ Ready Mixcement concrete M-25 of trap/granite/quartzite/ gneiss metal forR.C.C. work in foundations like raft,strip foundations, grillage and footingsof R.C.C. columns and steel stanchionsetc. including bailing out water,formwork, laying/ pumping coverblocks, compaction and curingroughening the surface if special finishis to be provided, (Excludingreinforcement and structural steel) etc.complete, with fully automatic microprocessor based PLC with SCADAenabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer)etc. complete, with V.S.I. quality artificialSand


Thousand Three

Hundred Two & Fourty

Paise Only

Cubic Metre

2,235,702.78

D.S.R.2020-21 Item No. 25.13





In Fig In Words


R.A.No.89 306.16 Providing and laying Cast in situ/ Ready

Mix cement concrete M-25 of trap/granite/ quartzite/ gneiss metal forR.C.C. Slabs and Landings as perdetailed designs and drawings includingcentering, formwork, cover blocks,laying/ pumping, compaction finishingthe formed surfaces with cement mortar1:3 of sufficient minimum thickness togive a smooth and even surface orroughening if special finish is to beprovided and curing etc. complete,(Excluding reinforcement and structuralsteel) with fully automatic microprocessor based PLC with SCADAenabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer)etc. complete, with natural sand/ V.S.I.quality Artificial Sand.


Thousand Six Hundred

Five & Eighty Five Paise Only

Cubic Metre

4,165,567.04

D.S.R.2020-21 Item No. 25.72R.A.No.9

10 484.65 Providing and laying Cast in situ/ ReadyMix cement concrete in M-25 of trap/granite/ quartzite/ gneiss metal forR.C.C. Pardi of required thicknessincluding centering, formwork, coverblocks, laying/ pumping, compacting,curing, finishing and roughening them ifspecial finish is to be provided andcuring complete, (Excludingreinforcement and structural steel) withfully automatic micro processor basedPLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, withV.S.I. quality Artificial Sand.

Rs.15330.05 Rupees Fifteen

Thousand Three

Hundred Thirty & Five Only

Cubic Metre

7,429,708.73

D.S.R.2020-21 Item No. 26.19R.A.No.10

11 110.71 Providing and fixing in position TMT FE -500 bar reinforcement of variousdiameters for R.C.C. pile caps, footings,foundations, slabs, beams columns,canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc.as per detailed designs, drawings andschedules, including cutting, bending,hooking the bars, binding with wires ortack welding and supporting as requiredcomplete.

Rs.68307.73 Rupees Sixty Eight

Thousand Three

Hundred Seven & Seventy

Three Paise Only

Metric Tonne

7,562,349.12





In Fig In Words


D.S.R.2020-21 Item No. 26.33R.A.No.11

12 3605.90 Providing and applying water proofingtreatment using acrylic polymer modifiedcement based water proofing coatingwith fibre glass mesh mixing at the rateof powder to liquid (2:1) by weightcovering 9 to 10 sqm /kg with two coatusing Dr. Fixit or alike of chemicals formasonry and concrete surface by brushcovering 7 years guarantee on StampPapers etc. complete.

Rs.597.95 Rupees Five Hundred

Ninety Seven & Ninety

Five Paise Only

Square Metre

2,156,147.91

D.S.R.2020-21 Item No. 31.09R.A.No.12

13 Providing and fixing 20 to 25 mm thickrough shahabad box type waterproofingfor basement or underground floor on abase of Cement concrete 1:3:6,including sub base of 2.50 centimeterthick Cement mortar 1:3 with conceal,secrete (RMW), Algae proof or otheralike waterproofing liquids, raking ofjoints upto 35 mm depth, filling the jointswith 6 mm size crushed metal, handgrouting with cement slurry, curing andcleaning, with 7 years guarantee oncourt fee stamp of Rs. 100/- withponding test etc complete. (excludingCement concrete 1:3:6 base concrete )

Rs.841.95 Rupees Eight Hundred

Fourty One & Ninety

Five Paise Only

Square Metre

0.00

D.S.R.2020-21 Item No. 31.12#REF!

13 -3940.48 Credit for Hard Rock reusing with 15% Bulkage

Rs.473.00 Rupees Four Hundred Seventy

Three Only

Cubic Metre

-1,863,847.04

D.S.R.2020-21 Item No. Sr.No16 Page No.413

Rs.473.00Material Rate





In Fig In Words


14 1.86 Providing and laying cast in situ/ ReadyMix cement concrete M-25 of trap/granite/ quartzite/ gneiss metal forR.C.C. columns as per detailed designsand drawing or as directed includingcentering, formwork, cover blocks,laying/ pumping, compaction finishingthe formed surfaces with cement mortar1:3 of sufficient minimum thickness togive a smooth and even surface orroughening if special finish is to beprovided and curing etc. complete,(Excluding reinforcement and structuralsteel) with fully automatic microprocessor based PLC with SCADAenabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer)etc. complete with V.S.I. quality ArtificialSand.


Thousand Six Hundred Eighty Eight & Seventy Paise Only

Cubic Metre

25,460.98

D.S.R.2020-21 Item No. 25.33R.A.No.13

15 6.98 Providing and laying Cast in situ/ ReadyMix cement concrete M-25 of trap/granite/quartzite/ gneiss metal forR.C.C. Beams and Lintels as perdetailed designs and drawings or asdirected including centering, formwork,cover blocks, laying/ pumping,compactionand roughening the surfaceif special finish is to be provided andcuring etc. complete. (Excludingreinforcement and structural steel), withfully automatic micro processor basedPLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete withV.S.I. quality Artificial Sand.

Rs.12194.95 Rupees Twelve

Thousand One Hundred Ninety Four

& Ninety Five Paise

Only

Cubic Metre

85,120.75

D.S.R.2020-21 Item No. 25.52R.A.No.14





In Fig In Words


16 118.80 Providing and fixing 45 cm wide mildsteel ladder of 40mm x 6 mm mild steelflat stringers and steps of 18 mm dia.mild steel bar for water tank ncludingfixing it in (1:2:4) M-15 cement concreteblock 60cm x 30cm x 30cm and paintingthe ladder complete. (Anti CorossivePaint)


Two Hundred Seven &

Fourty Paise Only

Running Meter

143,439.12

D.S.R.2020-21 Item No. 41.56R.A.No.15

17 44.00 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg


Thousand Seven

Hundred Fourty Eight

& Fifty Paise Only

Number 164,934.00

D.S.R.2020-21 Item No. Sr.No317 Page No. 410

3570 + (3570 x 5%) = 3748.50Total 27,501,609.14

Say 27,501,609.00

Material Rate + 5% Corporation Area





In figures In Words

1 2.01 1.00 Cutting down trees including trunks and branches withgirths above 30 cm. to 60 cm. and stacking the materialneatly with all lifts and lead of 1000 m as directed andearth filling in the depression/pit if any.

484.65 Rupees Four Hundred Eighty four andpaise Sixty five only.

No. 484.65

2 2.02 1.00 Cutting down trees including trunks and branches withgirths above 60 cm. to 90 cm. and stacking the materialneatly with all lifts and lead of 1000 m as directed andearth filling in the depression/pit if any.

797.24 Rupees Seven Hundred Ninety sevenand paise Twenty five only.

No. 797.24

3 2.03 1.00 Cutting down trees including trunks and branches withgirths above 90 cm. to 180 cm. and stacking thematerial neatly with all lifts and lead of 1000 m asdirected and earth filling in the depression/pit if any.

1652.20 Rupees One Thousand Six Hundred Fiftytwo and paise Twenty only.

No. 1652.20

4 2.09 42442.00 Clearing and grubbing road land including uprootingrank vegetation, grass, bushes, shrubs, saplings andtrees girth up to 300 mm, removal of stumps of treescut earlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctionedup to a lead of 1000 metres including removal anddisposal of top organic soil not exceeding 150 mm inthickness.

11.55 Rupees Eleven and paise Fifty fiveonly.

Sqm 490205.10

5 46.12 51.58 Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, liftscomplete.

532.90 Rupees Five Hundred Thirty two andpaise Ninety only.

Cum 27486.98

Schedule - B : - Land Levelling, Driveways and Parking

Sr. No.

SSR Item No.

Qty. Description of Item

Rate ( Rs. )

Unit Amount (Rs.)

Land Levelling - Abstract Sub Est II




In figures In WordsSr. No.

SSR Item No.

Qty. Description of Item Unit Amount (Rs.)

6 46.09 167.32 Dismantling brick masonry in lime or cement mortarand stacking the materials as directed with all leads,lifts, complete.

319.95 Rupees Three Hundred Nineteen andpaise Ninety five only.

Cum 53534.03

7 46.29 1.00 Dismantling the R.C.C. Work 1:2:4 and sorting out thematerials such as steel etc. as directed and stackingthem within the specified lead as directed etc.

l

1385.75 Rupees One Thousand Three HundredEighty five and paise Seventy five only.

Cum 1385.75

8 2.11 391.02 Excavation for roadway in earth soil of all sorts, sand,gravel or soft murum including dressing section to therequired grade camber and side slopes and conveyingthe excavated materials with all lifts upto a lead of 50m and spreading for embankment or stacking asdirected.

89.15 Rupees Eighty nine and paise Fifteenonly.

Cum 34859.43

9 2.13 1955.08 Excavation for roadway in hard murum and boulderincluding dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m.and spreadingfor embankment or stacking as directed.

98.60 Rupees Ninety eight and paise Sixtyonly.

Cum 192770.89

10 2.16 5474.22 Excavation for roadway in hard rock by wedging andchiselling or line drilling including dressing section tothe required grade, camber and side slopes andconveying the excavated materials with all lifts upto alead of 50 m and spreading for embankment orstacking as directed.

1098.30 Rupees One Thousand Ninety eight andpaise Thirty only.

Cum 6012335.83

11 2.26 20382.93 Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines, curves,grades and section, watering and compacting to not lessthan 97% of standard proctor density for a lead of300m. to 500m. inclusive, from the site of excavationto the site of deposition as directed.

349.30 Rupees Three Hundred Forty nine andpaise Thirty only.

Cum 7119757.45






SSR Item No.


12 2.28 12938.96 Providing earth work in embankment with approvedmaterials obtained from other sources including allleads, lifts, laying in layers of 20 centimetre to 30centimetre thickness breaking clods, dressing to therequired lines, curves, grades and section, watering andcompaction with vibratory roller with V-Sat attachmentto achieve not less than 97% of standard proctordensity etc. complete.

742.20 Rupees Seven Hundred Forty two andpaise Twenty only.

Cum 9603296.11

13 3.02 4367.84 Construction of granular sub-base by providing closegraded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader / Paveron prepared surface and compacting with vibratoryroller to achieve the desired density, complete as perclause 401 -- Plant Mix Method and Grading - IIMaterial

2195.20 Rupees Two Thousand One HundredNinety five and paise Twenty only.

Cum 9588282.37

14 5.13 3205.00 Construction of dry lean cement concrete Sub- baseover a prepared sub-grade with coarse and fineaggregate (Natural Sand/ VSI grade finely washedCrushed Sand) conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 milimetre, cementcontent not to be less than 150 kg/cum, optimummoisture content to be determined during trial lengthconstruction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant/ Weigh batchmixer, transported to site with all leads and lifts, laidwith a paver with electronic sensor/ by suitable meansas approved by Engineer-in-charge, compacting withvibratory roller, finishing and curing includingpreparation of sub-grade surface if required etc.complete.

3593.85 Rupees Three Thousand Five HundredNinety three and paise Eighty five only.

Cum 11518289.25






SSR Item No.


15 5.22a 4269.56 Providing and laying in situ cement concrete M-30 withtremix treatment for 200 milimetre thickness forConcrete Road including laying plastic sheet of 125micron with groove cutting of 4 milimetre wide and20 milimetre deep, with necessary refilling withbitumen (excluding reinforcement) with course andfine agreegates (Natural sand/ VSI sand finely washedcrushed sand) etc. complete.

7876.10 Rupees Seven Thousand Eight HundredSeventy six and paise Ten only.

Cum 33627481.52

16 5.21 1134.00 Providing and fixing factory made Hydraulicallypressed Mechanically vibrated and compacted precastinter locking cement concrete paving blocks 100milimetre thick in M-40 grade of approved size andshape for City streets, small /medium market roads,lowvolume roads, utility cuts on arterial roads etc. asspecified and as per IS 15658:2006 including cost of allmaterials, manufacturing, curing, transportation ofblocks to work site including loading, unloading andstacking as directed, laying paving blocks in positionover prepared bed of natural sand / crushed sand of 50milimetre thickness including necessary excavation inall stratas, spreading blindge of fine sand over theprepared bed, compacting blocks by plate vibrator etc.complete.

1147.60 Rupees One Thousand One HundredForty seven and paise Sixty only.

Sqm 1301378.40






SSR Item No.


17 6.12a 1690.92 Providing and laying of hot applied thermoplasticcompound 2.50 milimetre thick including reflectorizingglass beads at 250 grams per square metre area,thickness of 2.50 milimetre is exclusive of surfaceapplied glass beads as per Indian Road Congress:35.The finished surface to be level, uniform and free fromstreaks and holes complete.

698.65 Rupees Six Hundred Ninety eight andpaise Sixty five only.

Sqm 1181361.26

18 Statement C1

2224.40 Transportation of excavated material for lead of 500minclusive of all lift from the site of excavation to thesite of deposition as directed.

163.20 Rupees One Hundred Sixty Three andpaise Twenty only.

Cum 363022.08

19 Statement C1

2224.40 Transportation of excavated material for lead of 1000minclusive of all lift from the site of excavation to thesite of deposition as directed.

170.50 Rupees One Hundred Seventy and paiseFifty only.

Cum 379260.20

81497640.74

81497641.00 Say =

Total =





In Fig In Words

1 154.00 Square Metre

Clearing grass and removal of rubbish up to adistance of 50 metre outside the periphery of thearea .

Rs.4.20 Rupees Four & Twenty Paise Only

Square Metre

646.80

S.S.R.2020-21 Item No. 2.07R.A.No.1

2 8.00 Number

Cutting down trees including trunks and brancheswith girths above 60 cm. to 90 cm. and stackingthe material neatly with all lifts and lead of 1000m as directed and earth filling in thedepression/pit if any.

Rs.797.25 Rupees Seven Hundred

Ninety Seven & Twenty Five Paise

Number 6,378.00

S.S.R.2020-21 Item No. 2.02R.A.No.2

3 5.00 Number

Cutting down trees including trunks and brancheswith girths above 90 cm. to 180 cm. and stackingthe material neatly with all lifts and lead of 1000m as directed and earth filling in thedepression/pit if any.

Rs.1652.20 Rupees One Thousand Six Hundred Fifty

Two & Twenty Paise

Number 8,261.00

S.S.R.2020-21 Item No. 2.03R.A.No.3

4 54.95 Cubic Metre

Excavation for foundation in earth, soil of alltypes, sand, gravel and soft murum, includingremoving the excavated material up to a distanceof 50 m beyond the building area and stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary back filling,ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5 m.) by MechanicalMeans.


Ninety & Ninety Paise

Only

Cubic Metre

10,489.95

S.S.R.2020-21 Item No. 21.02R.A.No.4

5 163.65 Cubic Metre

Excavation for foundation in hard murum andboulders including removing the excavatedmaterial up to a distance 50 metres, beyond thebuilding area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc.complete. (Lift upto 1.5 m) by MechanicalMeans.


Thirty One & Eighty Five Paise Only

Cubic Metre

37,942.25

S.S.R.2020-21 Item No. 21.10R.A.No.5

SCHEDULE B - SUB WORK TRANSFORMER ROOM NO 01 SIZE 18 X 6.3 M (PLOT NO G2)

RateItem No.

Quantity Item of Work Unit Amount (Rs.)

Schedule B- TR 1 Sub Est II




RateItem No.


6 87.82 Cubic Metre

Excavation for foundation in Soft rock and oldcement or lime masonry foundations includingremoving the excavated material upto a distanceof 50 metres beyond the building area andstacking as directed, including dewatering,preparing the bed for the foundation and necessaryback filling with available earth /murum,ramming, watering including shoring and struttingetc. complete (lift upto 1.5 m) by MechanicalMeans.

Rs.400.70 Rupees Four Hundred &

Seventy Paise Only

Cubic Metre

35,189.47

S.S.R.2020-21 Item No. 21.14R.A.No.6


Excavation for foundation in Hard rock bychiselling, wedging, line drilling, etc. includingtrimming and levelling the bed, removing theexcavated material upto a distance of 50 metresbeyond the building area stacking as directed,dewatering and back filling with available earth/murum watering, ramming etc. complete. (Liftupto 1.5 m) by Mechanical Means.


Two Hundred Twenty Six & Thirty

Paise Only

Cubic Metre

128,761.50

S.S.R.2020-21 Item No. 21.20R.A.No.7

8 174.94 Number Transporation of Excavated Material murrum,

earth for a lead of 500m inciusive, from the site ofexcavation to the site of deposition as directed


Sixty Three

Number 28,550.20

S.S.R.2020-21 Item No. .R.A.No.8

9 75.00 Hour

Dewatering on BHP basis by using water pumpincluding diversion of stream, providingcofferdams, earthern bunds etc. as may benecessary for foundation and other parts of the theworks and pumping out water during and afterexcavation as may be required by using 5.0 to 9.0BHP pump etc. complete. (Prior approval ofSuperintending Engineer will be necessary)


Ninety Eight & Twenty Five Paise

Only

Hour 14,868.75

S.S.R.2020-21 Item No. 12.23R.A.No.9





RateItem No.



Providing preconstructional antitermite treatmentas per I.S. 6313 (Part-II) by treating the bottomsurface and sides of excavation at the rate of 5litres of emulsion concentrate of 1.0 percent ofchlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.

Rs.90.20 Rupees Ninety &

Twenty Paise Only

Square Metre

20,998.56

S.S.R.2020-21 Item No. 21.22R.A.No.10


Providing preconstructional antitermite treatmentas per I.S. 6313 (Part-II) by treating the topsurface of plinth filling at the rate of 5 litres ofemulsion concentrate at 1.0 percent ofclorophyrifos per square metre of surface areacovering ten years guarantee on bond paper.

Rs.91.25 Rupees Ninety One & Twenty Five Paise

Only

Square Metre

10,676.25

S.S.R.2020-21 Item No. R.A.No.11


Filling in plinth and floors with approvedexcavated materials in 15 cm to 20 cm layersincluding watering & compaction complete.


Fourteen &

Cubic Metre

10,498.47

S.S.R.2020-21 Item No. 21.36R.A.No.12


Filling in plinth and floors with contractors soil.Sand or murum materials in 15 cm to 20 cm layersincluding watering & compaction complete.

Rs.746.40 Rupees Seven Hundred

Fourty Six & Fourty Paise

Cubic Metre

25,392.52

S.S.R.2020-21 Item No. 21.37R.A.No.13


Providing dry trap rubble stone soling 15cm to20cm thick including hand packing andcompacting complete.


Five Hundred

Cubic Metre

92,466.85

S.S.R.2020-21 Item No. 21.38R.A.No.14


Providing and laying Cast in situ/ Ready Mixcement concrete in M-15 of trap/ granite/quartzite/ gneiss metal for steps including steelcentering, plywood/steel formwork, laying/pumping, compacting, roughening them if specialfinish is to be provided, finishing uneven andhoneycombed surface and curing etc. complete.The Cement Mortar 1:3 plaster is considered forrendering uneven and honeycombed surface only.Newly laid concrete shall be covered by gunnybag, plastic, tarpaulin etc. (Wooden centering willnot be allowed.),with fully automatic microprocessor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mixplant (Pan mixer) etc. complete. With fineaggregate (Natural sand/ Crushed sand V.S.I.Grade finely washed etc.)


Four Hundred Seventy Five

& Thirty Paise Only

Cubic Metre

149,903.19

S.S.R.2020-21 Item No. 24.04R.A.No.15





RateItem No.



Providing and laying in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneissmetal for R.C.C. work in foundations like raft,strip foundations, grillage and footings of R.C.C.columns and steel stanchions etc. includingbailing out water, formwork, laying/ pumpingcover blocks, compaction and curing rougheningthe surface if special finish is to be provided,(Excluding reinforcement and structural steel) etc.complete, with fully automatic micro processorbased PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant (Panmixer) etc. complete, with fine aggregate (NaturalSand/ Crushed Sand V.S.I. Grade finely washedetc.)

Rs.7231.75 Rupees Seven Thousand

Two Hundred Thirty One & Seventy Five Paise Only

Cubic Metre

124,675.37

S.S.R.2020-21 Item No. 25.13R.A.No.16


Providing and laying cast in situ/ Ready Mixcement concrete Mix-25 of trap/ granite/ quartzite/gneiss metal for Reinforced Cement Concretecolumns as per detailed designs and drawing or asdirected including centering, formwork, coverblocks, laying/ pumping, compaction finishing theformed surfaces with cement mortar 1:3 ofsufficient minimum thickness to give a smoothand even surface or roughening if special finish isto be provided and curing etc. complete,(Excluding reinforcement and structural steel)with fully automatic micro processor basedProgrammable Logic Controller withSuperwisery Control and Data AcquisitionenabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fineaggregate (Natural Sand/ Crushed Sand V.S.I.Grade finely washed etc.)



Eighteen & Five Only

Cubic Metre

194,193.39

S.S.R.2020-21 Item No. 25.33R.A.No.17

18 9.62 Cubic Metre

Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/gneiss metal for R.C.C. Beams and Lintels as perdetailed designs and drawings or as directedincluding centering, formwork, cover blocks,laying/ pumping, compactionand roughening thesurface if special finish is to be provided andcuring etc. complete. (Excluding reinforcementand structural steel), with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fineaggregate (Natural Sand/ Crushed Sand V.S.I.Grade finely washed etc.)


Thousand One Hundred Twenty Four

& Thirty Paise Only

Cubic Metre

116,635.76





RateItem No.


S.S.R.2020-21 Item No. 25.52R.A.No.18

19 8.95 Cubic Metre

Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/gneiss metal for R.C.C. Beams and Lintels as perdetailed designs and drawings or as directedincluding centering, formwork, cover blocks,laying/ pumping, compactionand roughening thesurface if special finish is to be provided andcuring etc. complete. (Excluding reinforcementand structural steel), with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fineaggregate (Natural Sand/ Crushed Sand V.S.I.Grade finely washed etc.)


Thousand Two Hundred Fourty Two

& Sixty Five Paise Only

Cubic Metre

109,571.71

S.S.R.2020-21 Item No. 25.52R.A.No.19


Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Slabs and Landings asper detailed designs and drawings includingcentering, formwork, cover blocks, laying/pumping, compactionfinishing the formedsurfaces with cement mortar 1:3 of sufficientminimum thickness to give a smooth and evensurface or roughening if special finish is to beprovided and curing etc. complete, (Excludingreinforcement and structural steel) with fullyautomatic micro processor based PLC withSCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)



Sixty Seven & Seventy Paise Only

Cubic Metre

295,222.32

S.S.R.2020-21 Item No. 25.72R.A.No.20





RateItem No.


21 1.34 Cubic Metre

Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Chajja as per detaileddesign and drawings including centering,formwork, cover blocks compacting , curing ,finishing and roughening the surface if specialfinish is to be provided and curing complete(Excluding reinforcement and structural steel),with fully automatic micro processor based PLCwith SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)


Thousand Five Hundred Thirty Five & Twenty Paise Only

Cubic Metre

18,137.16

S.S.R.2020-21 Item No. 26.07R.A.No.21


Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/quartzite/ gneiss metal for R.C.C. Pardi ofrequired thickness including centering, formwork,cover blocks, laying/ pumping, compacting,curing, finishing and rougheningthem if specialfinish is to be provided and curing complete,(Excluding reinforcement and structural steel)with fully automatic micro processor based PLCwith SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)

Rs.15153.80 Rupees Fifteen

Thousand One Hundred Fifty Three & Eighty

Paise Only

Cubic Metre

156,084.14

S.S.R.2020-21 Item No. 26.17R.A.No.22





RateItem No.


23 3.35 Cubic Metre

Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/quartzite/ gneiss metal for R.C.C. Coping to plinthor parapet and sill of doors and windows mouldedas per detailed drawings or chamfered as approvedby the Engineer including centering, formwork,cover blocks, laying/ pumping, compacting ,curing , finishing and roughening them if specialfinish is to be provided and curing complete.(Excluding reinforcement and structural steel),with fully automatic micro processor based PLCwith SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)

Rs.7138.40 Rupees Seven Thousand

One Hundred Thirty Eight & Fourty

Paise Only

Cubic Metre

23,913.64

S.S.R.2020-21 Item No. 26.23R.A.No.23

24 8.13 Metric Tonne

Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules, including cutting,bending, hooking the bars, binding with wires ortack welding and supporting as required complete.

Rs.68307.75 Rupees Sixty Eight

Thousand Three

Hundred Seven &


Metric Tonne

555,342.00

S.S.R.2020-21 Item No. 26.33R.A.No.24


Providing and fixing in position factory made boxtype fully glazed window consisting of cold rolledsection of 105 mm. x 60 mm. x 1.25 mm. thickframe section filled with cement concrete (1:2:4)and steel section F-4B as per detailed drawing anddesign including mild steel 12 mm. square bars at10cm center to center, required F-7B section,section T-6, section for shutter frame (Louveredclips in case of Louvered window portion) and 3mm. thick glass of approved quality of necessaryfixtures and fastening, finishing with one coat ofanti-corrosive paint etc. complete.


One Hundred One & Sixty Paise Only

Square Metre

88,594.56

S.S.R.2020-21 Item No. 39.23R.A.No.25





RateItem No.


26 5.03 Cubic Metre

Providing fly ash brick masonary withconventional / I.S. type fly ash bricks in cementmortar 1:6 in foundation and plinth includingbailing out water manually, striking joints,racking out joints, watering and scaffoldingcomplete.


Seven Hundred

Twenty Nine & Eighty Five Paise

Only

Cubic Metre

33,851.14

S.S.R.2020-21 Item No. 27.12R.A.No.26





RateItem No.



Providing fly ash brick masonary withconventional / I.S. type fly ash brick in cementmortar 1:6 for superstructure including strikingjoints, racking out joints, watering and scaffoldingcomplete.


Nine Hundred Sixty Three & Seventy Five Paise

Only

Cubic Metre

336,488.40

S.S.R.2020-21 Item No. 27.13R.A.No.27


Providing cement based water proofing treatmentto terraces (Indian water proofing or alike) withbrick bats laid in required slope to drain the waterfor any span after cleaning the base surface.Applying a coat of cement slurry admixed withapproved water proofing compound and laying thebrick bats on bottom layer in C.M.1:5 admixedwith approved water proofing compound fillingup to half depth of brick bats, curing this layer for3 days, applying cement slurry over this layerjoints of brick bats with C.M.1:3 admixed withapproved water proofing compound and finallytop finishing with average 20 mm. thick layers ofsame mortar added with jute fiber at 1 Kg. per bagincluding finishing the surface smooth withcement slurry admixed with approved waterproofing compound. Marking finished surfacewith false squares of 300 mm x 300 mm. makingthe junctions at the parapet rounded and taperedtop for required height, with drip mould at thejunction of plaster and parapet and curing andcovering 10 years Guarantee againstleakproofness on Court fee stamp paper of Rs.500/- including ponding test etc. complete.


One Hundred Fifty Two & Ninety Five Paise Only

Square Metre

130,744.53

S.S.R.2020-21 Item No. 31.04R.A.No.28


Providing and applying water proofing treatmentusing acrylic polymer modified cement basedwater proofing coating with fibre glass meshmixing at the rate of powder to liquid (2:1) byweight covering 9 to 10 sqm /kg with two coatsusing Dr. Fixit or alike of chemicals for masonryand concrete surface by brush covering 7 yearsguarantee on Stamp Papers etc. complete.

Rs.597.95 Rupees Five Hundred

Ninety Seven & Ninety Five Paise

Only

Square Metre

6,780.75

S.S.R.2020-21 Item No. 31.09R.A.No.29





RateItem No.



Providing internal cement plaster 12 mm. thick insingle coat in cement mortar 1:3 without neerufinish to concrete or brick surfaces, in all positionincluding scaffolding and curing etc. complete.


Eighty Nine & Thirty

Paise Only

Square Metre

61,753.97

S.S.R.2020-21 Item No. 32.05R.A.No.30


Providing neeru finish to plastered surfaces in allpositions including scaffolding and curing etc.complete.

Rs.60.85 Rupees Sixty & Eighty Five Paise

Only

Square Metre

12,989.04

S.S.R.2020-21 Item No. 32.15R.A.No.31


Providing sand faced plaster externally in cementmortar using approved screened sand, in allpositions including base coat of 15 mm. thick incement mortar 1:4 using waterproofing compoundat 1 kg per cement bag curing the same for notless than 2 days and keeping the surface of thebase coat rough to receive the sand facedtreatment 6 to 8 mm. thick in cement mortar 1:4finishing the surface by taking out grains andcuring for fourteen days scaffolding etc.complete.

Rs.632.45 Rupees Six Hundred

Thirty Two & Fourty Five Paise

Only

Square Metre

161,426.53

S.S.R.2020-21 Item No. 32.11R.A.No.32

33 97.20 Running

Metre

Labour charges for providing groove in externalplaster having width and spaced as directed byengineer incharge etc. complete.

Rs.47.20 Rupees Fourty Seven

& Twenty Paise Only

Running Metre

4,587.84

S.S.R.2020-21 Item No. 32.22R.A.No.33


Providing and fixing chicken mesh of 22 gauge,with about 30 cm. width at the junction of R.C.Cmembers and brick work, of approved qualityincluding fixing mesh in position by necessarydrilling in concrete/ B.B.masonry and or tying bybinding wire etc. complete.


Thirty Four & Twenty Five Paise

Only

Square Metre

32,058.90

S.S.R.2020-21 Item No. 32.26R.A.No.34


Providing and laying cement concrete flooring 40mm. thick with M-20 cement concrete laid toproper level and slope in alternate bays,includingcompaction, filling joints, marking lines to giveappearance of tiles of 30 cm. x 30 cm. or othersize laid diameter gonally/ square etc., finishingsmooth (with extra cement) in any colour asdirected and curing comp. complete with CrushedSand.

Rs.504.90 Rupees Five Hundred Four

& Ninety Paise Only

Square Metre

58,346.24





RateItem No.


S.S.R.2020-21 Item No. 33.12R.A.No.35


Providing and laying in situ cement concrete M30with tremix treatment for 200 millimeter thicknessfor flooring with groove cutting of 4 millimeterwide and 20 millimeter deep with necessaryrefilling with bitumen etc. complete.


Four Hundred Fourty Two

& Sixty

Square Metre

124,640.64

S.S.R.2020-21 Item No. 33.31R.A.No.36


Providing and applying priming coat overconcrete/Masonry/Asbestos cement plasteredsurfaces including scaffolding if necessary,preparing the surface by thoroughly cleaning oil,greese, dirt and other foreign matter and sandpapering as required etc. complete.

Rs.35.65 Rupees Thirty Five & Sixty

Five Paise Only

Square Metre

22,012.44

S.S.R.2020-21 Item No. 35.21R.A.No.37


Providing and applying two coats of flat oil paintof approved colour and shade to internal / externalplastered surfaces including scaffolding ifnecessary, cleaning and preparing the surface(excluding primer coat) etc. complete.

Rs.97.55 Rupees Ninety Seven & Fifty Five Paise Only

Square Metre

41,971.86

S.S.R.2020-21 Item No. 35.12R.A.No.38


Providing and applying two coats of appex Acewhite exterior paint of approved manufacture andof approved colour to the plastered surfacesincluding cleaning, prepairing the plaster surface,applying primer coat, scaffolding if necessary, andwatering the surface for two days complete.



Square Metre

65,783.26

S.S.R.2020-21 Item No. 35.25R.A.No.39


Providing and fixing rolling shutter fabricatedfrom steel laths of minimum thickness 0.9 mm.with lock plate of 3.15 mm. thickness reinforcedwith 35 x 35 x 5 mm. angle section fitted withsliding bolts and handles for both sides, deep M.S.channel section of depth and thickness not lessthan 65 mm. and 3.15 mm. respectively with holdfast arrangements, M.S. Bracket plate 300 x 300 x3.15 mm. minimum size and shape with squarebar, suspension shaft of minimum 32 mm.diameter, hood cover of M.S. sheet not less than0.9 mm. thickness and of any size at top andsafety devices including mechanical gearoperation arrangement consisting of worm gearwheels and worms of high grade cast iron or mildsteel and one coat of red lead primer etc.complete. (I.S. 6248-1979) (Without mechanicalgear).



Square Metre

215,147.50

S.S.R.2020-21 Item No. 39.24





RateItem No.


R.A.No.4041 100.44

Square Metre

Providing and applying priming coat over new/oldsteel and other metal surfaces including preparingthe surface by thoroughly cleaning oil, greese, dirtand other foreign matter and scoured with wirebrushes, fine steel wool, scrappers and sand paper,scaffolding etc. complete.

Rs.33.55 Rupees Thirty Three & Fifty Five

Paise Only

Square Metre

3,369.76

S.S.R.2020-21 Item No. 35.20R.A.No.41


Providing and fixing steel frame door of angle 50x 50 x 6 mm. with mild steel bars 16 mm dia.horizontally at 10 mm. c/c for ventilator portionincluding iron hold fast boxes for fixing shuttersincluding welding, finishing, painting etc.complete.


Seven Hundred


Square Metre

5,773.32

S.S.R.2020-21 Item No. 39.35R.A.No.42

43 16.00 Running

Metre

Providing, laying & fixing, jointing Eco-drain 200mm SN 4 Nu-Drain UPVC pipes or of equivalentmake, anufacture as per EN 13476 or equivalentas per .S.15328 with fittings such a bends, tees,coupler, etc. jointing with rubber ubricantincluding necessary xcavation, trench refillingwith selective excavated materialetc. complete.

Rs.971.35 Rupees Nine Hundred

Seventy One & Thirty Five Paise

Only

Running Metre

15,541.60

S.S.R.2020-21 Item No. 43.32R.A.No.43

44 6.00 Running

Metre

Providing and fixing P.V.C. Rain Water pipes of110 mm outer diameter and having wall thicknessof 2.2 to 2.7 mm confirming to I.S. 13592-1992including proper rainwater receiving recess withP.V.C. plug, bend, necessary fittings, such as,offsets, shoes, inluding fixing the pipe on wallusing approved wooden cleats projecting 25mm to40mm from face of wall a fixing with clips ofapproved quality and number, filing the jointusing rubber gasket with solvent cement andproperly resting the shoe of pipes on cementconcrete or masonry blocks, including necessaryscaffolding and maintenance for 3 yrs for anyleakages or dislocations of pipes. All the P.V.C.fittings and additional 2 piece socket clips shall begot approved from engineer in charge etc.

Rs.481.50 Rupees Four Hundred

Eighty One & Fifty

Paise Only

Running Metre

2,889.00

S.S.R.2020-21 Item No. 42.87R.A.No.44

45 74.00 Number

Providing and fixing reinforced cement concreteMedium duty (100 Kg) cover of size 60centimeter x 45centimeter with frame overinspection chamber etc. complete.

Rs.3148.05 Rupees Three Thousand

One Hundred Fourty Eight & Five Only

Number 232,955.70





RateItem No.


S.S.R.2020-21 Item No. 42.71R.A.No.45


Providing and fabricating structural steel work inrolled sections like joists, channels, angles, teesetc. as per detailed design and drawings or asdirected including cutting, fabricating, hoisting,erecting, fixing in position making riveted / bolted/welded connections without connecting plates,braces etc. and including one coat of anticorrosivepaint and over it two coats of oil painting ofapproved quality and shade etc. complete.

Rs.79658.95 Rupees Seventy Nine Thousand Six Hundred Fifty

Eight & Ninety Five Paise Only

Metric Tonne

114,823.59

S.S.R.2020-21 Item No. 23.01R.A.No.46

3,947,329.82

3,947,330.00

Total Rs.

Say Rs.





Unit Amount (Rs.)

In Fig In Words


Clearing grass and removal ofrubbish up to a distance of 50 metreoutside the periphery of the area .

4.20 Rupees Four & Twenty Paise Only

Square Metre

562.80

S.S.R.2020-21 Item No. 2.07R.A.No.1

2 5.00 Number

Cutting down trees including trunksand branches with girths above 60cm. to 90 cm. and stacking thematerial neatly with all lifts and leadof 1000 m as directed and earthfilling in the depression/pit if any.

797.25 Rupees Seven

Hundred Ninety Seven & Twenty Five Paise

Number 3,986.25

S.S.R.2020-21 Item No. 2.02R.A.No.2

3 5.00 Number

Cutting down trees including trunksand branches with girths above 90cm. to 180 cm. and stacking thematerial neatly with all lifts and leadof 1000 m as directed and earthfilling in the depression/pit if any.

1652.20 Rupees One Thousand Six

Hundred Fifty Two &

Twenty Paise Only

Number 8,261.00

S.S.R.2020-21 Item No. 2.03R.A.No.3

4 47.34 Cubic Metre

Excavation for foundation in earth,soil of all types, sand, gravel and softmurum, including removing theexcavated material up to a distanceof 50 m beyond the building areaand stacking and spreading asdirected, dewatering, preparing thebed for the foundation and necessaryback filling, ramming, wateringincluding shoring and strutting etc.complete. (Lift upto 1.5 m.) byMechanical Means.


Ninety & Ninety Paise

Only

Cubic Metre

9,037.20

S.S.R.2020-21 Item No. 21.02R.A.No.4

Schedule B - Transformer Room No:- 02-03 room size 14 x 5.5 in plot G1 & D2

Item No.

Quantity Item of Work Rate

Abstract - TR 2 and 3 Sub Est II





Excavation for foundation in hardmurum and boulders includingremoving the excavated material upto a distance 50 metres, beyond thebuilding area and stacking andspreading as directed, dewatering,preparing the bed for the foundationand necessary back filling, ramming,watering including shoring andstrutting etc. complete. (Lift upto 1.5m) by Mechanical Means.


Thirty One & Eighty Five Paise

Only

Cubic Metre

30,680.71

S.S.R.2020-21 Item No. 21.10R.A.No.5

6 73.02 Cubic Metre

Excavation for foundation in Softrock and old cement or lime masonryfoundations including removing theexcavated material upto a distance of50 metres beyond the building areaand stacking as directed, includingdewatering, preparing the bed for thefoundation and necessary backfilling with available earth /murum,ramming, watering including shoringand strutting etc. complete (lift upto1.5 m) by Mechanical Means.

400.70 Rupees Four Hundred &

Seventy Paise Only

Cubic Metre

29,259.11

S.S.R.2020-21 Item No. 21.14R.A.No.6

7 87.62 Cubic Metre

Excavation for foundation in Hardrock by chiselling, wedging, linedrilling, etc. including trimming andlevelling the bed, removing theexcavated material upto a distance of50 metres beyond the building areastacking as directed, dewatering andback filling with available earth/murum watering, ramming etc.complete. (Lift upto 1.5 m) byMechanical Means.


Two Hundred Twenty Six & Thirty Paise Only

Cubic Metre

107,448.40

S.S.R.2020-21 Item No. 21.20R.A.No.7

8 146.74 Number Transporation of Excavated Material

murrum, earth for a lead of 500minciusive, from the site of excavationto the site of deposition as directed



Number 23,947.96






9 75.00 Hour

Dewatering on BHP basis by usingwater pump including diversion ofstream, providing cofferdams,earthern bunds etc. as may benecessary for foundation and otherparts of the the works and pumpingout water during and afterexcavation as may be required byusing 5.0 to 9.0 BHP pump etc.complete. (Prior approval ofSuperintending Engineer will benecessary)


Ninety Eight & Twenty Five Paise

Only

Hour 14,868.75

S.S.R.2020-21 Item No. 12.23R.A.No.9


Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) by treating the bottomsurface and sides of excavation at therate of 5 litres of emulsionconcentrate of 1.0 percent ofchlorophyrifos per square meter ofsurface area covering 10 yearsguarantee on bond paper.

90.20 Rupees Ninety &

Twenty Paise Only

Square Metre

17,498.80

S.S.R.2020-21 Item No. 21.22R.A.No.10


Providing preconstructionalantitermite treatment as per I.S. 6313(Part-II) by treating the top surfaceof plinth filling at the rate of 5 litresof emulsion concentrate at 1.0percent of clorophyrifos per squaremetre of surface area covering tenyears guarantee on bond paper.

91.25 Rupees Ninety One & Twenty Five Paise

Only

Square Metre

7,026.25



Filling in plinth and floors withapproved excavated materials in 15cm to 20 cm layers includingwatering & compaction complete.


Fourteen & Thirty Five

Cubic Metre

8,557.95

S.S.R.2020-21 Item No. 21.36R.A.No.12


Filling in plinth and floors withcontractors soil. Sand or murummaterials in 15 cm to 20 cm layersincluding watering & compactioncomplete.

746.40 Rupees Seven

Hundred Fourty Six & Fourty Paise

Cubic Metre

17,241.84

S.S.R.2020-21 Item No. 21.37





R.A.No.1314 41.81

Cubic Metre

Providing dry trap rubble stonesoling 15cm to 20cm thick includinghand packing and compactingcomplete.


Five Hundred Seventy Six

Cubic Metre

65,894.65

S.S.R.2020-21 Item No. 21.38R.A.No.14


Providing and laying Cast in situ/Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneissmetal for steps including steelcentering, plywood/steel formwork,laying/ pumping, compacting,roughening them if special finish isto be provided, finishing uneven andhoneycombed surface and curing etc.complete. The Cement Mortar 1:3plaster is considered for renderinguneven and honeycombed surfaceonly. Newly laid concrete shall becovered by gunny bag, plastic,tarpaulin etc. (Wooden centeringwill not be allowed.),with fullyautomatic micro processor basedPLC with SCADA enabledreversible Drum Typemixer/concrete Batch mix plant (Panmixer) etc. complete. With fineaggregate (Natural sand/ Crushedsand V.S.I. Grade finely washed etc.)


Four Hundred

Seventy Five & Thirty Paise Only

Cubic Metre

119,987.30

S.S.R.2020-21 Item No. 24.04R.A.No.15






Providing and laying in situ/ ReadyMix cement concrete M-25 of trap/granite/quartzite/ gneiss metal forR.C.C. work in foundations like raft,strip foundations, grillage andfootings of R.C.C. columns and steelstanchions etc. including bailing outwater, formwork, laying/ pumpingcover blocks, compaction and curingroughening the surface if specialfinish is to be provided, (Excludingreinforcement and structural steel)etc. complete, with fully automaticmicro processor based PLC withSCADA enabled Reversible DrumType mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, withfine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finelywashed etc.)


Thousand Two Hundred Thirty One & Seventy Five Paise

Only

Cubic Metre

117,154.35

S.S.R.2020-21 Item No. 25.13R.A.No.16






Providing and laying cast in situ/Ready Mix cement concrete Mix-25of trap/ granite/ quartzite/ gneissmetal for Reinforced CementConcrete columns as per detaileddesigns and drawing or as directedincluding centering, formwork,cover blocks, laying/ pumping,compaction finishing the formedsurfaces with cement mortar 1:3 ofsufficient minimum thickness to givea smooth and even surface orroughening if special finish is to beprovided and curing etc. complete,(Excluding reinforcement andstructural steel) with fully automaticmicro processor basedProgrammable Logic Controllerwith Superwisery Control and DataAcquisitionenabled Reversible DrumType mixer/ concrete Batch Mixplant (Pan mixer) etc. complete withfine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finelywashed etc.)



Eighteen & Five Only

Cubic Metre

161,782.43

S.S.R.2020-21 Item No. 25.33R.A.No.17

18 7.76 Cubic Metre

Providing and laying Cast in situ/Ready Mix cement concrete M-25 oftrap/ granite/quartzite/ gneiss metalfor R.C.C. Beams and Lintels as perdetailed designs and drawings or asdirected including centering,formwork, cover blocks, laying/pumping, compactionandroughening the surface if specialfinish is to be provided and curingetc. complete. (Excludingreinforcement and structural steel),with fully automatic micro processorbased PLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Panmixer) etc. complete with fineaggregate (Natural Sand/ CrushedSand V.S.I. Grade finely washed etc.)


Thousand One Hundred Twenty Four

& Thirty Paise Only

Cubic Metre

94,084.56

S.S.R.2020-21 Item No. 25.52





R.A.No.1819 6.54

Cubic Metre

Providing and laying Cast in situ/Ready Mix cement concrete M-25 oftrap/ granite/quartzite/ gneiss metalfor R.C.C. Beams and Lintels as perdetailed designs and drawings or asdirected including centering,formwork, cover blocks, laying/pumping, compactionandroughening the surface if specialfinish is to be provided and curingetc. complete. (Excludingreinforcement and structural steel),with fully automatic micro processorbased PLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Panmixer) etc. complete with fineaggregate (Natural Sand/ CrushedSand V.S.I. Grade finely washed etc.)


Thousand Two Hundred Fourty Two & Sixty Five

Paise Only

Cubic Metre

80,066.93

S.S.R.2020-21 Item No. 25.52R.A.No.19


Providing and laying Cast in situ/Ready Mix cement concrete M-25 oftrap/ granite/ quartzite/ gneiss metalfor R.C.C. Slabs and Landings asper detailed designs and drawingsincluding centering, formwork,cover blocks, laying/ pumping,compactionfinishing the formedsurfaces with cement mortar 1:3 ofsufficient minimum thickness to givea smooth and even surface orroughening if special finish is to beprovided and curing etc. complete,(Excluding reinforcement andstructural steel) with fully automaticmicro processor based PLC withSCADA enabled Reversible DrumType mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, withfine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finelywashed etc.)



Sixty Seven & Seventy Paise Only

Cubic Metre

208,842.45

S.S.R.2020-21 Item No. 25.72R.A.No.20





21 1.19 Cubic Metre

Providing and laying Cast in situ/Ready Mix cement concrete M-25 oftrap/ granite/ quartzite/ gneiss metalfor R.C.C. Chajja as per detaileddesign and drawings includingcentering, formwork, cover blockscompacting , curing , finishing androughening the surface if specialfinish is to be provided and curingcomplete (Excluding reinforcementand structural steel), with fullyautomatic micro processor basedPLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Panmixer) etc. complete, with fineaggregate (Natural Sand/ CrushedSand V.S.I. Grade finely washed etc.)


Thousand Five Hundred Thirty Five & Twenty Paise Only

Cubic Metre

16,106.88

S.S.R.2020-21 Item No. 26.07R.A.No.21

22 8.01 Cubic Metre

Providing and laying Cast in situ/Ready Mix cement concrete in M-20of trap/ granite/ quartzite/ gneissmetal for R.C.C. Pardi of requiredthickness including centering,formwork, cover blocks, laying/pumping, compacting, curing,finishing and rougheningthem ifspecial finish is to be provided andcuring complete, (Excludingreinforcement and structural steel)with fully automatic micro processorbased PLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Panmixer) etc. complete, with fineaggregate (Natural Sand/ CrushedSand V.S.I. Grade finely washed etc.)

15153.80 Rupees Fifteen

Thousand One Hundred Fifty Three & Eighty Paise Only

Cubic Metre

121,381.93

S.S.R.2020-21 Item No. 26.17R.A.No.22





23 2.69 Cubic Metre

Providing and laying Cast in situ/Ready Mix cement concrete in M-20of trap/ granite/ quartzite/ gneissmetal for R.C.C. Coping to plinth orparapet and sill of doors andwindows moulded as per detaileddrawings or chamfered as approvedby the Engineer including centering,formwork, cover blocks, laying/pumping, compacting , curing ,finishing and roughening them ifspecial finish is to be provided andcuring complete. (Excludingreinforcement and structural steel),with fully automatic micro processorbased PLC with SCADA enabledReversible Drum Type mixer/concrete Batch Mix plant (Panmixer) etc. complete, with fineaggregate (Natural Sand/ CrushedSand V.S.I. Grade finely washed etc.)


Thousand One Hundred Thirty Eight & Fourty Paise Only

Cubic Metre

19,202.29

S.S.R.2020-21 Item No. 26.23R.A.No.23


Providing and fixing in positionTMT FE -500 bar reinforcement ofvarious diameters for R.C.C. pilecaps, footings, foundations, slabs,beams columns, canopies, staircase,newels, chajjas, lintels pardis,copings, fins, arches etc. as perdetailed designs, drawings andschedules, including cutting,bending, hooking the bars, bindingwith wires or tack welding andsupporting as required complete.

68307.75 Rupees Sixty Eight

Thousand Three

Hundred Seven &


Metric Tonne

444,683.45

S.S.R.2020-21 Item No. 26.33R.A.No.24






Providing and fixing in positionfactory made box type fully glazedwindow consisting of cold rolledsection of 105 mm. x 60 mm. x 1.25mm. thick frame section filled withcement concrete (1:2:4) and steelsection F-4B as per detailed drawingand design including mild steel 12mm. square bars at 10cm center tocenter, required F-7B section,section T-6, section for shutter frame(Louvered clips in case of Louveredwindow portion) and 3 mm. thickglass of approved quality ofnecessary fixtures and fastening,finishing with one coat of anti-corrosive paint etc. complete.

4101.60 Rupees Four Thousand

One Hundred One & Sixty Paise Only

Square Metre

77,520.24

S.S.R.2020-21 Item No. 39.23R.A.No.25

26 4.04 Cubic Metre

Providing fly ash brick masonarywith conventional / I.S. type fly ashbricks in cement mortar 1:6 infoundation and plinth includingbailing out water manually, strikingjoints, racking out joints, wateringand scaffolding complete.


Seven Hundred

Twenty Nine & Eighty Five Paise

Cubic Metre

27,188.59

S.S.R.2020-21 Item No. 27.12R.A.No.26


Providing fly ash brick masonarywith conventional / I.S. type fly ashbrick in cement mortar 1:6 forsuperstructure including strikingjoints, racking out joints, wateringand scaffolding complete.


Nine Hundred

Sixty Three & Seventy

Cubic Metre

230,917.95

S.S.R.2020-21 Item No. 27.13R.A.No.27






Providing cement based waterproofing treatment to terraces(Indian water proofing or alike) withbrick bats laid in required slope todrain the water for any span aftercleaning the base surface. Applyinga coat of cement slurry admixed withapproved water proofing compoundand laying the brick bats on bottomlayer in C.M.1:5 admixed withapproved water proofing compoundfilling up to half depth of brick bats,curing this layer for 3 days, applyingcement slurry over this layer jointsof brick bats with C.M.1:3 admixedwith approved water proofingcompound and finally top finishingwith average 20 mm. thick layers ofsame mortar added with jute fiber at1 Kg. per bag including finishing thesurface smooth with cement slurryadmixed with approved waterproofing compound. Markingfinished surface with false squares of300 mm x 300 mm. making thejunctions at the parapet rounded andt d t f i d h i ht ith


One Hundred Fifty Two & Ninety Five Paise Only

Square Metre

117,416.42

S.S.R.2020-21 Item No. 31.04R.A.No.28


Providing and applying waterproofing treatment using acrylicpolymer modified cement basedwater proofing coating with fibreglass mesh mixing at the rate ofpowder to liquid (2:1) by weightcovering 9 to 10 sqm /kg with twocoats using Dr. Fixit or alike ofchemicals for masonry and concretesurface by brush covering 7 yearsguarantee on Stamp Papers etc.complete.


Ninety Seven & Ninety Five Paise

Only

Square Metre

6,027.33

S.S.R.2020-21 Item No. 31.09R.A.No.29






Providing internal cement plaster 12mm. thick in single coat in cementmortar 1:3 without neeru finish toconcrete or brick surfaces, in allposition including scaffolding andcuring etc. complete.


Eighty Nine & Thirty Paise Only

Square Metre

46,412.39

S.S.R.2020-21 Item No. 32.05R.A.No.30


Providing neeru finish to plasteredsurfaces in all positions includingscaffolding and curing etc. complete.

60.85 Rupees Sixty & Eighty Five Paise

Square Metre

9,392.80

S.S.R.2020-21 Item No. 32.15R.A.No.31


Providing sand faced plasterexternally in cement mortar usingapproved screened sand, in allpositions including base coat of 15mm. thick in cement mortar 1:4using waterproofing compound at 1kg per cement bag curing the samefor not less than 2 days and keepingthe surface of the base coat rough toreceive the sand faced treatment 6 to8 mm. thick in cement mortar 1:4finishing the surface by taking outgrains and curing for fourteen daysscaffolding etc.complete.

632.45 Rupees Six Hundred

Thirty Two & Fourty Five Paise

Only

Square Metre

136,451.08

S.S.R.2020-21 Item No. 32.11R.A.No.32

33 78.00 Running

Metre

Labour charges for providing groovein external plaster having width andspaced as directed by engineerincharge etc. complete.

47.20 Rupees Fourty Seven

& Twenty Paise Only

Running Metre

3,681.60

S.S.R.2020-21 Item No. 32.22R.A.No.33


Providing and fixing chicken meshof 22 gauge, with about 30 cm.width at the junction of R.C.Cmembers and brick work, ofapproved quality including fixingmesh in position by necessarydrilling in concrete/ B.B.masonryand or tying by binding wire etc.


Thirty Four & Twenty Five Paise

Only

Square Metre

26,313.00

S.S.R.2020-21 Item No. 32.26R.A.No.34






Providing and laying cementconcrete flooring 40 mm. thick withM-20 cement concrete laid to properlevel and slope in alternatebays,including compaction, fillingjoints, marking lines to giveappearance of tiles of 30 cm. x 30cm. or other size laid diametergonally/ square etc., finishingsmooth (with extra cement) in anycolour as directed and curing comp.complete with Crushed Sand.

504.90 Rupees Five Hundred Four &

Ninety Paise Only

Square Metre

45,743.94

S.S.R.2020-21 Item No. 33.12R.A.No.35


Providing and laying in situ cementconcrete M30 with tremix treatmentfor 200 millimeter thickness forflooring with groove cutting of 4millimeter wide and 20 millimeterdeep with necessary refilling withbitumen etc. complete.


Four Hundred

Fourty Two & Sixty

Paise Only

Square Metre

96,942.72

S.S.R.2020-21 Item No. 33.31R.A.No.36






Providing and applying priming coatover concrete/Masonry/Asbestoscement plastered surfaces includingscaffolding if necessary, preparingthe surface by thoroughly cleaningoil, greese, dirt and other foreignmatter and sand papering as requiredetc. complete.

35.65 Rupees Thirty Five

& Sixty Five Paise Only

Square Metre

15,747.31

S.S.R.2020-21 Item No. 35.21R.A.No.37


Providing and applying two coats offlat oil paint of approved colour andshade to internal / external plasteredsurfaces including scaffolding ifnecessary, cleaning and preparingthe surface (excluding primer coat)etc. complete.

97.55 Rupees Ninety Seven & Fifty Five

Paise Only

Square Metre

30,626.79

S.S.R.2020-21 Item No. 35.12R.A.No.38


Providing and applying two coats ofappex Ace white exterior paint ofapproved manufacture and ofapproved colour to the plasteredsurfaces including cleaning,prepairing the plaster surface,applying primer coat, scaffolding ifnecessary, and watering the surfacefor two days complete.



Square Metre

49,342.02

S.S.R.2020-21 Item No. 35.25R.A.No.39






Providing and fixing rolling shutterfabricated from steel laths ofminimum thickness 0.9 mm. withlock plate of 3.15 mm. thicknessreinforced with 35 x 35 x 5 mm.angle section fitted with sliding boltsand handles for both sides, deepM.S. channel section of depth andthickness not less than 65 mm. and3.15 mm. respectively with hold fastarrangements, M.S. Bracket plate300 x 300 x 3.15 mm. minimum sizeand shape with square bar,suspension shaft of minimum 32mm. diameter, hood cover of M.S.sheet not less than 0.9 mm. thicknessand of any size at top and safetydevices including mechanical gearoperation arrangement consisting ofworm gear wheels and worms ofhigh grade cast iron or mild steel andone coat of red lead primer etc.complete. (I.S. 6248-1979) (Withoutmechanical gear).

4284.10 Rupees Four Thousand


Square Metre

161,360.62

S.S.R.2020-21 Item No. 39.24R.A.No.40


Providing and applying priming coatover new/old steel and other metalsurfaces including preparing thesurface by thoroughly cleaning oil,greese, dirt and other foreign matterand scoured with wire brushes, finesteel wool, scrappers and sand paper,scaffolding etc. complete.

33.55 Rupees Thirty Three & Fifty Five Paise Only

Square Metre

2,527.32

S.S.R.2020-21 Item No. 35.20R.A.No.41


Providing and fixing steel framedoor of angle 50 x 50 x 6 mm. withmild steel bars 16 mm dia.horizontally at 10 mm. c/c forventilator portion including iron holdfast boxes for fixing shuttersincluding welding, finishing,


Seven Hundred


Square Metre

5,773.32

S.S.R.2020-21 Item No. 39.35R.A.No.42





43 16.00 Running

Metre

Providing, laying & fixing, jointingEco-drain 200 mm SN 4 Nu-DrainUPVC pipes or of equivalent make,manufacture as per EN 13476 orequivalent as per I.S.15328 withfittings such a bends, tees, coupler,etc. jointing with rubber lubricantincluding necessary excavation,trench refilling with selectiveexcavated materialetc. complete.

971.35 Rupees Nine Hundred

Seventy One & Thirty

Five Paise Only

Running Metre

15,541.60

S.S.R.2020-21 Item No. 43.32R.A.No.43

44 6.00 Running

Metre

Providing and fixing P.V.C. RainWater pipes of 110 mm outerdiameter and having wall thicknessof 2.2 to 2.7 mm confirming to I.S.13592-1992 including properrainwater receiving recess withP.V.C. plug, bend, necessary fittings,such as, offsets, shoes, inludingfixing the pipe on wall usingapproved wooden cleats projecting25mm to 40mm from face of wall afixing with clips of approved qualityand number, filing the joint usingrubber gasket with solvent cementand properly resting the shoe ofpipes on cement concrete or masonryblocks, including necessaryscaffolding and maintenance for 3yrs for any leakages or dislocationsof pipes. All the P.V.C. fittings andadditional 2 piece socket clips shallbe got approved from engineer incharge etc. complete.

481.50 Rupees Four Hundred

Eighty One & Fifty

Paise Only

Running Metre

2,889.00

S.S.R.2020-21 Item No. 42.87R.A.No.44

45 56.00 Number

Providing and fixing reinforcedcement concrete Medium duty (100Kg) cover of size 60 centimeter x45centimeter with frame overinspection chamber etc. complete.

3148.05 Rupees Three Thousand

One Hundred Fourty Eight & Five Only

Number 176,290.80

S.S.R.2020-21 Item No. 42.71R.A.No.45






Providing and fabricating structuralsteel work in rolled sections likejoists, channels, angles, tees etc. asper detailed design and drawings oras directed including cutting,fabricating, hoisting, erecting, fixingin position making riveted / bolted/welded connections withoutconnecting plates, braces etc. andincluding one coat of anticorrosivepaint and over it two coats of oilpainting of approved quality andshade etc. complete.

79658.95 Rupees Seventy Nine Thousand Six

Hundred Fifty Eight & Ninety Five Paise

Only

Metric Tonne

89,307.24

S.S.R.2020-21 Item No. 23.01R.A.No.46

3,100,978.32

3,100,978.00Say Rs.

Total Rs.





Item No Short Description Unit No of Bldg

Material

Labour Total Qty Total Materails

Total Labour

Total

-1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11

4.1 Solar Hot Water System (ESD-SHWS)

4-1-1 21(New)

Note 1.If the solar water heatingsystem is to be provided withheat exchanger ,increase overallrates by 15 %.

4.2 Pipes for Solar Hot Water System (ESD-HWP)

4-2-7 Supplying and erecting 12/16 mm(ID/OD) polyethylene compositepipe duly joined bycompression/crimp fittedaccessories, with internal as well asexternal end sealing arrangementfor Solar Water Heater System asper specification No. (ESD-HWP/PCP)

m 21 123 47 180.48 15 1845 705 53550


m 21 148 54 184.32 15 2220 810 63630

7578144Supplying & Installing, Testing &Commissioning of FPC Solarwater heating system without heatexchanger type of 100 LPDcapacity as per specification No.ESD-SHWS-FPC

Each 20808 1746 22554

SUB ESTIMATE NO. II

2. For all Hostel Bldg, RestHouses, Circuit Houses,Dormitories and Residentialquarters, Solar water heatingSystem shall be proposed for newinstallation and for replacement /renovation instead of Electrical

Schedule B - EWS - A Type Building Solar and Solar Water Supply

16 332928 27936

Schedule B - Solar Hot Water Sub Est II




Item No Short Description Unit No of Bldg

Material

Labour Total Qty Total Materails

Total Labour

Total


m 21 193 52 506.88 0 0 0 0


m 21 287 52 0 45 12915 2340 320355

4-2-11 Supplying and erecting 32/40 mm(ID/OD) polyethylene compositepipe duly joined bycompression/crimp fittedaccessories, with internal as well asexternal end sealing arrangementfor solar water heater systemcomplete. Specification no.ESDHWP/ PCP)

m 1 392 52 0 0 0 0 0

8015679.00Total

Schedule B - Solar Hot Water Sub Est II




Sr No. Description Amount (Rs.)1 External Electrification HT & LT up to top of first slab 223866519.002 Street Lighting in LED 7110167.003 Landscape Electrical 5229008.004 Solar Panel for Hot Water 179048.00

Total 236384742.00Grand Total sub est III in INR Say 236384742.00


SUB ESTIMATE III - MEASURABLE WORK OUTSIDE THE BUILDING IN INFRASTRUCTURE LIKE EXTERNAL ELECTRIFICATION, STREET LIGHTING

AND LANDSCAPE ELECTRIFICATION


Recap Sub Est III




In fig In Words

Electrical Works for HT

1 1

Providing and erecting Heat shrinkablestraight through joint kit for 11 kV(UE)/22 kV ( E ) XLPE HT cable 3x120to 185 sq. mm.with necessary materialas per specification no. CBJT/HT

Each (7-5-19) 35894

Rupees Thirty Five Thousand Eight Hundred Ninety

Four Only

35,894.00

2 2

Providing earthing with Copper earthplate size 30 x 30 x 0.315 cm completewith all materials, testing & recordingthe results as per specification No.EA-EP

Each (9-1-2) 5616

Rupees Five Thousand Six

Hundred Sixteen Only

11,232.00

3 7

Providing earthing with Galvanizedcast iron earth plate size 60 x 60 x 0.6cm complete with all materials, testing& recording the results as perspecification No. EA-EP

Each (9-1-1) 4060Rupees Four

Thousand Sixty Only

28,420.00

4 92

Supplying and erecting GI strip ofrequired size used for earthing on walland/or any other purpose withnecessary GI clamps fixed on wallpainted with bituminous paint in anapproved manner with joints required.As per specification No EA-EP.

Kg. (9-2-3) 199Rupees One

Hundred Ninety Nine Only

18,208.50

5 11652

Supplying, erecting & terminatingXLPE armoured cable 3½core 240 sq.mm. aluminium conductor withcontinuous 12.97 sq. mm. (8 SWG)G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole orlaid in provided trench/ pipe as perspecification no. CB-LT/AL

Mtr. (7-1-23) 1175

Rupees One Thousand One

Hundred Seventy Five Only

13,691,100.00

6 465

Supplying, erecting & terminatingXLPE armoured cable 3½ core 120 sq.mm. aluminium conductor withcontinuous 12.97 sq. mm. (8 SWG)G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole orlaid in provided trench/ pipe as perspecification no. CB-LT/AL

Mtr. (7-1-20) 646Rupees Six

Hundred Fourty Six Only

300,390.00

7 465


Mtr. (7-1-17) 328Rupees Three

Hundred Twenty Eight Only

152,520.00

SUB ESTIMATE NO. III

Schedule B - External Electrification HT & LT

Rate (Rs.)Amount (Rs.)Sr.

No. QtyItem Description

Unit DSR NO

Schedule B - External Electrification Sub Est III




In fig In Words



Unit DSR NO

8 2903

Supplying & laying (includingexcavation)25 cm dia RCC Hume pipeof standard thickness at requireddepth up to 90 cms. below road /ground surface, for covering providedcable & necessary back filling withlight ramming to make the road/groundsurface as it was (Except bitumencarpet).

Mtr. (7-6-7) 656Rupees Six

Hundred Fifty Six Only

1,904,368.00

Electrical Works for DG Set 0

9 1

Supplying, erecting andcommissioning of diesel generating setwith alternator of 320 kVA outputcontinuous rating, 3 phase, 415 V,50c/s 0.8 p. f. A.C a totally enclosedair cooled / liquid cooled multi-cylinderdiesel engine developing suitable BHPat 1500 rpm with 10% overload for 1hour in 12 hours,alongwith standardaccessories, self-excited, self-regulated, screen protected alternatorwith static excitation system running at1500 RPM as per IS 4722-2001 withvoltage regulation +/- 5 %. Both theengine and alternator direct coupledon a common fabricated steel baseframe and mounted on anti-vibratingpads with standard control panelomprising meters, switchgears,indicators connected with suitablewires/cables, the complete setenclosed in composite Acousticenclosure as fully assembled integralunit made of 16 SWG CRCA Sheet,sound absorbing material to restrictsound level upto 75 dB at 1.0 m,provided with first filling of oil, dieseletc. as per specification no. GEN-DG

Each (11-1-19) 2126023

Rupees Twenty One Lakh Twenty

Six Thousand Twenty Three Only

2,126,023.00





In fig In Words



Unit DSR NO

10 1

Supplying, Erecting andCommissioning of Diesel generatingset with alternator of 140 kVA outputcontinuous rating, 3 Phase, 415 V,50c/s 0.8 p. f. A.C a totally enclosedair cooled / liquid cooled multi-cylinderdiesel engine developing suitable BHPat 1500 rpm with 10% overload for 1hour in 12 hours,alongwith standardaccessories, self-excited, self-regulated, screen protected alternatorwith static excitation system running at1500 RPM as per IS 4722-2001 withvoltage regulation +/- 5 %. Both theengine and alternator direct coupledon a common fabricated steel baseframe and mounted on anti-vibratingpads with standard control panelcomprising meters, switchgears,indicators connected with suitablewires/cables, the complete setenclosed in composite Acousticenclosure as fully assembled integralunit made of 16 SWG CRCA Sheet,sound absorbing material to restrictsound level upto 75 dB at 1.0 m,provided with first filling of oil, dieseletc. as per specification no. GEN-DG

Each (11-1-14) 1025774

Rupees Ten Lakh Twenty Five

Thousand Seven Hundred Seventy

Four Only

1,025,774.00





In fig In Words



Unit DSR NO

11 1

Supplying, Erecting andCommissioning of Diesel generatingset with alternator of 125 kVA outputcontinuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C a totally enclosed aircooled / liquid cooled multi-cylinderdiesel engine developing suitable BHPat 1500 rpm with 10% overload for 1hour in 12 hours, alongwith standardaccessories, self-excited, self-regulated, screen protected alternatorwith static excitation system running at1500 RPM as per IS 4722-2001 withvoltage regulation +/- 5 %. Both theengine and alternator direct coupledon a common fabricated steel baseframe and mounted on anti-vibratingpads with standard control panelcomprising meters, switchgears,indicators connected with suitablewires/cables, the complete setenclosed in composite Acousticenclosure as fully assembled integralunit made of 16 SWG CRCA Sheet,sound absorbing material to restrictsound level upto 75 dB at 1.0 m,provided with first filling of oil, diesel,etc and obtaining necessary approvalfrom Electrical Inspector as perspecification no. GEN-DG

Each (11-1-13) 811588

Rupees Eight Lakh Eleven Thousand

Five Hundred Eighty Eight Only

811,588.00

12 6

Providing earthing with Copper earthplate size 30 x 30 x 0.315 cm completewith all materials, testing & recordingthe results as per specification No.EA-EP

Each (9-1-2) 5616

Rupees Five Thousand Six

Hundred Sixteen Only

33,696.00

13 12

Providing earthing with Galvanizedcast iron earth plate size 60 x 60 x 0.6cm complete with all materials, testing& recording the results as perspecification No. EA-EP


Thousand Sixty Only

48,720.00

14 313

Supplying and erecting copper strip ofrequired size used for earthing on walland/or any other purpose withnecessary copper clamps fixed on wallpainted with bituminous paint in anapproved manner with joints required.As per specification No EA-EP.

Kg. (9-2-2) 741Rupees Seven Hundred Fourty

One Only 231,974.50





In fig In Words



Unit DSR NO

15 218

Supplying and erecting GI strip ofrequired size used for earthing on walland/or any other purpose withnecessary GI clamps fixed on wallpainted with bituminous paint in anapproved manner with joints required.As per specification No EA-EP.



43,461.60

16 1

Supplying, erecting, testing andcommissioning of Microprocessorbased AMF panel suitable for DieselGenerating Set of above 100 kVA upto125 kVA capacity Single/Three phase,230/415 Volts, 50Hz A.C. with allstandard features, safeties etc. as perspecification no. GENAMF.

Each (11-2-11) 109516

Rupees One Lakh Nine Thousand Five Hundred Sixteen Only

109,516.00

17 1


Each (11-2-13) 153739

Rupees One Lakh Fifty Three

Thousand Seven Hundred Thirty

Nine Only

153,739.00

18 1


Each (11-2-16) 274793

Rupees Two Lakh Seventy Four

Thousand Seven Hundred Ninety

Three Only

274,793.00

19 2903

Making trench of suitable width anddepth in soft soil for laying provided LTcable of 16 sq. mm & above andcovered with half round hume pipecomplete as per specification no. CW-EXNCTR

Mtr. (16-1-4) 231Rupees Two

Hundred Thirty One Only

670,593.00

20 1680

Supplying, erecting & terminating PVCarmoured cable4 core 4 sq. mmcopper conductor continuous 5.48 sq.mm (12 SWG) G.I. earth wirecomplete erected with glands & lugs,on wall/ trusses/pole or laid in providedtrench/ pipe as per specification no.CB-LT/CU

Mtr. (7-2-31) 253Rupees Two Hundred Fifty Three Only

425,040.00





In fig In Words



Unit DSR NO

21 21

Providing & erecting 3 Pole MCCBupto 100A, 415V, with short circuitrating 25 kA (Ics=100% of Icu),adjustable thermal (overload) settingand fixed magnetic setting withprovided leads, provision forinstallation of shunt/ UV/ trip alarmcontact and MCCB

Each (5-5-1) 4552

Rupees Four Thousand Five

Hundred Fifty Two Only

95,592.00

22 2

Providing & erecting 3 Pole MCCB of200A,415V capacity with short circuitrating 25 kA (Ics=100% of Icu)adjustable thermal (overload) settingand fixed magnetic setting withprovided leads, provision forinstallation of shunt/ UV/ trip alarmcontact and

Each (5-5-2) 9054Rupees Nine

Thousand Fifty Four Only

18,108.00

23 1959


Mtr. (7-1-16) 252Rupees Two

Hundred Fifty Two Only

493,668.00

24 255


Mtr. (7-1-19) 519Rupees Five

Hundred Nineteen Only

132,345.00

25 350

Supplying, erecting & terminatingXLPE armoured cable 4 core 6 sq.mm. copper conductor continuous5.48 sq. mm. (12 SWG) G.I. earth wirecomplete erected with glands & lugs,on wall/ trusses/ pole or laid inprovided trench/ pipe as perspecification no CB-LT/AL

Mtr. (7-1-32) 338Rupees Three Hundred Thirty

Eight Only 118,300.00

26 75

Supplying, installing, testing andcommissioning FR, XLPE armouredcable 12 core 1.5 sq.mm. copperconductor complete erected on wall/ceiling complete as per specificationno. CB-LT/CU

Mtr. (13-8-11) 309Rupees Three Hundred Nine

Only 23,175.00





In fig In Words



Unit DSR NO

27 23

Supplying and erecting Intelligent flushmounted Maximum Demand Controllerpanel meter three phase four wire 50-550 V Phase to phase Aux Supply 90-300VAC/DC CT secondary siteselectable 1A/5A, CT /PT siteprogrammable, class 1 Flush mounted96 x 96 mm meter, Data log 8MB, 4realy output Time of Day (TOD) 6 slotsavailable, block / sliding window siteselectable with V, A, F, kW, kVA,kVAr, kWh, kVAh,kVArh, PF, run hr,Onhr, Intr, Phase angle, THD, events,neutral current, Max Demand (withRTC) viewing in LCD multi functionmeter with LCDdisplay complete class -1 accuracywith RS 485 communication protocolwith wriring connections and mountinghardware on provided panels completewith calibration certificate frommanufacturer.

Each (6-3-11) 19856

Rupees Nineteen Thousand Eight


456,688.00

28 6

Providing printed instruction chart fortreating persons suffering from electricshock, printed in English & Marathiand duly laminated.

Each (10-2-22) 117Rupees One

Hundred Seventeen Only

702.00

29 6Providing pair of duly tested rubberhand gloves as per IS :4770 suitablefor working upto 22kV supply.

Each (10-2-23) 560Rupees Five

Hundred Sixty Only

3,360.00

30 12

Providing Round bottom FIRE Bucketof 9 Litres capacity as per IS : 2546made out of 24 gauge G.I. sheet withextra handle at bottom duly paintedwhite inside and red outside with FIREMark, on provided stand/ wall hook.


Hundred Thirty Nine Only

5,268.00

31 3

Providing Floor mounting stand forkeeping 4 Nos. ofFIRE buckets 1500mm in length,900mm in height frame made out of30x30x4 mm angle iron with crosssupports for legs, welded with 4 hooksand duly painted with one coat of redlead and two coats of silver paint.

Each (10-2-25) 3357

Rupees Three Thousand Three

Hundred Fifty Seven Only

10,071.00

32 3

Supplying standard first aid box withnecessary antiseptic cream, medicinefor use on wounds due burn, crepebandage, gauge bandage, medicatedready to use bandage (Band-Aid)adhesive tape for medicinal use,scissors, anti-septic solution (Savlonor similar) etc. (All above contentsshall be of standard makes)

Each (10-2-27) 696Rupees Six

Hundred Ninety Six Only

2,088.00





In fig In Words



Unit DSR NO

33 66

Supplying and fixing PVC Syntheticelastomer electrically insulating matwith class C insulation conforming toIS: 15652 – 2006 & CPRI testedhaving 3mm thickness upto 33 kV

m2 (10-2-30) 6290

Rupees Six Thousand Two Hundred Ninety

Only

415,140.00

34 27

Supplying and erecting D.C.P. typeFire Extinguisher 6 kg capacitycartridge type with Gun Metal cap 150gram CO2 gas cartridge, powder andbrackets conforming to IS 2171-1985/IS 15683 and complete erected withnecessary clamps made from 50x6mm M.S. flat with nuts & bolts groutedin wallm complete.

Each (10-2-32) 3209

Rupees Three Thousand Two Hundred Nine

Only

86,643.00

35 24

Supplying & erecting Carbon Dioxide(CO2) fire extinguisher of 4.5 kg.Capacity Cartridge type conf. To IS2878 /15683Complete erected withnecessary clamp made from 50x6 mm.M. S. flat with nut & bolts grouted inwall complete.

Each (10-2-34) 8856

Rupees Eight Thousand Eight


212,544.00

36 2

Supplying and erecting approvedmake ON LOAD Four Pole AutomaticTransfer Switch suitable for415V, 50Hz,200Acapacity conforming to IEC:60947-1 & IEC: 947-6- 1/ IS: 13947-1,with Enclosure, automatic/manualinbuilt Time delay, high transfer speed,excellent breaking capacity, superiormaking capacity, compact & lightweight, erected on provided angle iron/ G.I. frame and connected withprovided leads.

Each (5-1-34) 52038Rupees Fifty Two Thousand Thirty

Eight Only 104,076.00

37 2


Each (5-1-35) 60944

Rupees Sixty Thousand Nine Hundred Fourty

Four Only

121,888.00





In fig In Words



Unit DSR NO

38 1


Each (5-1-36) 71526

Rupees Seventy One Thousand Five Hundred

Twenty Six Only

71,526.00

39 346

Supplying and erecting Iron, sheetmetal work consisting of CRCASheets, Various sections of iron,Plates, Chequered Plates, Rods, Bars,MS pipes, etc. for panel board or anyother purposes complete with bending,cutting, drilling and welding completeerected at the position with necessarymaterials duly painted with one coat ofred oxide and two coats of enamelpaint to match the switchgears or asper directions by the authority


Hundred Thirty Four Only

46,367.75

40 1

MSEDCL SUPERVISION [email protected] % as per MSEDCLQuotation/Estimate Lumps

um 318690

Rupees Three Lakh Eighteen Thousand Six

Hundred Eighty Nine & Eighty

Paise Only

318,689.80

41 1267

Supplying and erecting PVC trunking(PVC casing-n-capping) of size 25 mmwith accessories on wall/ceiling as perspecification No: WG-MA/CON.

M (1-2-10) 37 Rupees Thirty Seven Only 46886.40

42 699

Supplying and erecting PVC trunking(PVC casing-n-capping) of size 40 mmwith accessories on wall/ceiling as perspecification No: WG-MA/CON.

M (1-2-12) 65 Rupees Sixty Five Only 45435.00

43 3591

Supplying and erecting HMS PVCconduit 25 mm dia. with PVCaccessories on wall /ceiling as perspecification No: WGMA/ CON.

M (1-2-7) 78 Rupees Seventy Eight Only 280098.00

44 756

Providing & erecting Hot dippedgalvanized ladder type cable traymanufactured from 16 swg (1.6 mmthick) GI sheet of 500 mm width & 100mm height comprising all requiredstandard accessories.

M (7-11-5) 934Rupees Nine


706104.00





In fig In Words



Unit DSR NO

45 546

Supplying & erecting mains with 2x1.5sq.mm F.R copper PVC insulated wirelaid in provided conduit/trunking/insidepole/Bus bars or any other places asper specification No: WG-MA/BW

M (1-3-1) 37 Rupees Thirty Seven Only 20202.00

46 936

Supplying and erecting green colourearthing with 1x 1.5 sq.mm F.R copperPVC insulated wire laid in providedconduit/trunking/inside pole/Bus barsor any other places. as perspecification No : WG-MA/BW

M 19Rupees Eighteen

& Fifty Paise Only

17316.00

47 726

Supplying & erecting mains with 2x2.5sq.mm F.R copper PVC insulated wirelaid in provided conduit/trunking/insidepole/Bus bars or any other places. asper specification No: WG-MA/BW

M (1-3-3) 55 Rupees Fifty Five Only 39930.00

48 3804

Supplying and erecting green colourearthing with 1x 2.5 sq.mm F.R copperPVC insulated wire laid in providedconduit/trunking/inside pole/Bus barsor any other places. as perspecification No : WG-MA/BW

M 28Rupees Twenty Seven & Fifty

Paise Only 104610.00

49 3804

Supplying & erecting mains with 2x4sq.mm F.R copper PVC insulated wirelaid in provided conduit/trunking/insidepole/Bus bars or any other places. asper specification No: WG-MA/BW

M (1-3-5) 75 Rupees Seventy Five Only 285300.00

50 528

Supplying and erecting ISI markmodular type switch 6A / 10A dulyerected on provided plate and box withwiring connections complete.

Each (1-8-1) 67 Rupees Sixty Seven Only 35376.00

51 276

Supplying and erecting ISI markmodular type 3 pin 6A multi socketswith safety shutter, duly erected onprovided plate and box with wiringconnections complete.


Hundred Eight Only

29808.00

52 138

Supplying and erecting ISI markmodular type switch 16 / 20 A withindicator, duly erected on providedplate and box with wiring connectionscomplete.


Hundred Twenty Eight Only

17664.00

53 138

Supplying and erecting ISI markmodular type 3 pin 6 / 16A multi socketwith safety shutter, duly erected onprovided plate and box with wiringconnections complete.


Hundred Fifty Nine Only

21942.00





In fig In Words



Unit DSR NO

54 96

Supplying and erecting ISI markmodular type (two module) electronicstep regulator for fan, duly erected onprovided plate and box with wiringconnections complete. Note: Add Rs57/- for additional two module box withdouble mounting plate if required.

Each (1-8-23) 350Rupees Three Hundred Fifty

Only 33600.00

55 48

Supplying and erecting PVC Surfacemodular switch box with doublemounting plate for 2 modules dulyerected.


Hundred Twenty Three Only

5904.00

56 216



Hundred Fourty Four Only

31104.00

57 54


Each (1-8-30) 214Rupees Two

Hundred Fourteen Only

11556.00

58 48


Each (1-8-32) 315Rupees Three

Hundred Fifteen Only

15120.00

59 96

Wiring for plug on board with Switchsocket, copper wiring and earthing asper specification No: WG-PW/SW Point (1-9-13-

1) 340Rupees Three

Hundred Fourty Only

32640.00

60 1008

Point wiring in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E)FRLSH grade copper wire, flush typeswitch, earthing and requiredaccessories as per specification No:WG-PW/SW

Point (1-9-17) 303Rupees Three Hundred Three

Only 305424.00

61 96

Point wiring PVC trunking(casingcapping) with 1.5 sq.mm(2+1E) FRLS grade copper wire,modular type switch,earthing andrequired accessories as perspecification No: WG-PW/SW(fanwiring)

Point (1-9-26) 448Rupees Four

Hundred Fourty Eight Only

43008.00

62 3276

Supplying & erecting telephone coppercable 2 pair with 0.5 mm dia. laid inprovided PVC casing capping/ conduitas per specification No. WG-TW

M (1-10-1) 22 Rupees Twenty Two Only 72072.00

63 5428

Supplying & erecting jelly filledunarmoured telephone cable 100 pairwith 0.5 mm dia. laid in provided PVCcasing capping/ conduit as perspecification No. WG-TW

m (1-10-12) 444Rupees Four

Hundred Fourty Four Only

2410032.00

64 42

Supplying, erecting & commissioningjunction box suitable for 100 pairs asper specification No. WG-TW Each (1-11-18) 2053

Rupees Two Thousand Fifty

Three Only 86226.00





In fig In Words



Unit DSR NO

65 864

Supplying & erecting ready to useRetrofit T8 LED 18 / 20 tube light withpolycarbonate body, heat sink,integrated HF electronic drivercomplete & compatible to T8 / T12LED luminaire by disconnecting starter& ballast if necessary.

Each (2-10-14) 597Rupees Five

Hundred Ninety Seven Only

515808.00

66 96

Supplying & fixing anchor typefastener fan hook, with 2 nos. of 10mm dia x 75 mm long with necessarymaterials for ceiling fan.

Each (2-13-2) 95 Rupees Ninety Five Only 9120.00

67 738

Supplying, erecting & marking SPMCB6A to 32A, C-series (for motor/power)in provided distribution board as perspecification no. SW-SWR/MCB

Each (5-3-2) 158Rupees One Hundred Fifty

Eight Only 116604.00

68 111

Providing, erecting and commissioning2 pole RCCB only of electromagnetictype with 30/100/300 mA sensitivityand having capacity of 16/ 25Acomplete as per specification no.SWRCCB/ RCCB

Each (5-6-1) 1781

Rupees One Thousand Seven Hundred Eighty

One Only

197691.00

69 132

Supplying and erecting single pole andneutral distribution board (SPNDB)with door surface/flush mounted with 2ways for incoming and 6 ways foroutgoing SP MCB’s on iron/ GI frameas per specification no. SW-SWR/MCBDB


Thousand Seventy Two Only

141504.00

70 42

Supplying and erecting single pole andneutral distribution board (SPNDB)with door surface/flush mounted with 2ways for incoming and 2 ways foroutgoing SP MCB’s on iron/ GI frameas per specification no. SW-SWR/MCBDB


Hundred Eleven Only

38262.00

71 84

Supplying, erecting & marking FPMCB6A to 32A in provided distributionboard as per specification no. SW-WR/MCB


Hundred Eleven Only

76524.00

72 42

Supplying, erecting & marking DPMCB6A to 32A, C- series (for motor/power)in provided distribution board as perspecification no. SW-SWR/MCB


Hundred Sixty Six Only

19572.00

73 252

Providing earthing with copper earthplate size 60 x 60 x 0.315 cm withfunnel with a wire mesh for wateringand brick masonry block C.l. coverwith minimum 25 kg Carbon basedenvironment friendly back fill GroundEnhancing compound complete withall materials, testing & recording theresults as per specification no ESE -LA

Each (9-1-6) 14055Rupees Fourteen Thousand Fifty

Five Only 3541860.00





In fig In Words



Unit DSR NO

74 252

Providing and Back filling back fillingground enhancing compound 25 kgbag complete. Each (9-3-2) 1163

Rupees One Thousand One Hundred Sixty

Three Only

293076.00

75 360

Supplying and erecting GI strip ofrequired size used for earthing on walland/or any other purpose withnecessary GI clamps fixed on wallpainted with bituminous paint in anapproved manner with joints required.As per specification no EA-EP.

Kg (9-2-3) 199Rupees One


71711.64

76 21

Supplying and erecting static energymeter 440 V 50 Hz. 100A ISI markmeter AC 3 phase 4 wires LCD/LEDdisplay complete erected on polishedteak wood board duly wired withrequired size of weather proof PVCwires duly tested for class II accuracyby electric supply company.

Each (6-3-4) 5669

Rupees Five Thousand Six Hundred Sixty

Nine Only

119049.00

77

Design, fabrication, supply, testing,commissioning of medium voltage, 415 volts, MS cubicle metering panel, floormounted, extensible complete with ‘C’channels, and stand mounted@350mm/300mmabove ground level.fabricated of 14/16 CRCA sheet,treated, powder coated with Siemensgray color, cable alleys/ cable endboxes, high electrical grade Aluminumbus bars, with color coded, heatshrinkable sleeves, mounted on DMC /SMC supports, with followingmountings , interconnection, indicatinglamps, metering , CT’s , HRC fusesetc. and arrangement of meters &separate DG section & MSEB sectionwith necessary wiring etc. as perenclosed sheet

MSEB Section:-( EWS A ) 1 BHK





In fig In Words



Unit DSR NO

200 A TPN MCCB with 250 AmpAluminum Busbar Box : 1 No.MCB:1. 32A DP MCB, 10 kA : =25 Nos.

1. 40A FP MCB, 10 kA : =1 Nos. Nos. of Energy Meters singlePhase - 25NosNos. of Energy Meters ThreePhase - 1NosDG Section:-63 amp Auto changeover

Rupees One Lakh Eighteen

Thousand Only

63 amp, 4 pole MCB 2 nos for incoming supply ,AC3 contactor 2 nosfor MSEDCL & DG, 100 amp TPNMCB 1 No. for out going , Mechanikcalinterlock, on delay timer, 1phasepreventer, MSEB & DG on indication,with necessary power & Control wiring

63 Amp,TPN MCCB with 100 AAluminum Busbar Box : 1 No.Out going MCB:40A FP MCB : 2 Nos.32TP MCB : 1 No.25 A SP MCB : 2 Nos.10 A SP MCB : 6 Nos.MSEB Section:- (EWS A )125 A TPN MCCB with 163 AmpAluminum Busbar Box : 1 No.MCB: Rupees Seventy

Three Thousand Six Hundred Fourty Only

1. 32A DP MCB, 10 kA : =25 Nos. Nos. of Energy Meters Three Phase- 25 NosMSEB Section:- (EWS A )100 A TPN MCCB with 125 AmpAluminum Busbar Box : 1 No.MCB: Rupees Fifty

One Thousand Eight Hundred

Only 1. 32A DP MCB, 10 kA : =17 Nos.

2478000.00

79 105 EachNON - CSR 73640

78

7732200.00

21 Each NON - CSR 118000

1087800.0080 21 EachNON - CSR 51800





In fig In Words



Unit DSR NO

Nos. of Energy Meters Three Phase -17 NosLIFT SYSYTEM

81 42

SITC of Electric Traction PassengerLift with Rated capacity :- 16Passenger/1088Kg,

Each (17-1-8) 1948376

Rupees Nineteen Lakh Fourty Eight

Thousand Three Hundred

Seventy Six Only

81831792.00

82 504

For Lift travelling above six floors & upto fifteen floors at a speed of 1.5 mps,add as below,

Floor Add on A1 -4 178543

Rupees One Lakh Seventy

Eight Thousand Five Hundred Fourty Three

Only

89985672.00

83 42

If there is additional automatic cardoor, add as below.

Set Add on B -4 141492

Rupees One Lakh Fourty One Thousand Four Hundred Ninety

Two Only

5942664.00

84 42

For vision panel having Size 100mmwide x 200mm high covered with firerated laminated glass, having punchedJali as a part of the door panel SSsheet itself.

Each Add on F 3261

Rupees Three Thousand Two Hundred Sixty

One Only

136962.00

Total for Work Portion Rs. 223,866,519.19

Note : 1) The payment against item no. 53 will be not be released to the contractor. However contractor shall do laisoning with authorities as directed by Engineer in Charge. While quoting for the project the contractor shall consider item no. 53 as incidental to work and no payment will be released by the employer.

223,866,519.00 Say





In Fig In Words

1 81.00

Providing & erecting 9 m high(clear height) galvanisedOCTAGONAL pole withfoundation bolts having bottomof 155 mm A/F, top 70 mm A/Fon provided foundation as perspecification No.OHPL/OPL

Each (8-3-16) 19262.0

Rupees Nineteen Thousand

Two Hundred Sixty Two

Only

1,560,222.00

2 810.00

Supplying, erecting &terminating XLPE armouredcable 4 core 4 sq. mm. copperconductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wirecomplete erected with glands &lugs, on wall/ trusses/ pole orlaid in provided trench/ pipe asper specification no CB-LT/CU

Mtr (7-2-31 253.0Rupees Two Hundred Fifty Three Only

204,930.00

3 2873.70

Supplying, erecting &terminating XPLE armouredcable 4 core 16 sq. mm.aluminium conductor withcontinuous 5.48 sq. mm. (12SWG) G.I. earth wire completeerected with glands & lugs, onwall/ trusses/pole or laid inprovided trench/ pipe as perspecificTation no. CB-LT/AL

Mtr (7-1-29) 182.0

Rupees One Hundred

Eighty Two Only

523,013.40

4 162.00

Supplying and erecting LEDstreet light fitting suitable forabove75W - 90W lamp,including lamp, with PF > 0.95class IP 65 and above housingof pressure die cast aluminiumalloy and heat sink extrudedaluminium complete perspecification No. FG-ODF/FLS2

Each ( 2-5-7) 7134.0

Rupees Seven

Thousand One Hundred

Thirty Four Only

1,155,708.00

DSR NO

Schedule B-Street Light (Project 3)

UnitSr. No. Qty

Item Description

Amount (Rs.)Rate (Rs.)

Schedule B - Street Light Sub Est III




In Fig In WordsDSR NOUnitSr.

No. Qty

Item Description


5 81.00

Supplying and erecting Streetlight bracket for erection ofDouble fitting on tubularwelded pole with 40 mm. dia1.0 m long “B” grade G.I. pipealong with pole cap of 125mmdia 600 mm long duly weldedas per specification no. FG-BKT/BPC

Each (2-9-8) 1739.0

Rupees One Thousand

Seven Hundred

Thirty Nine Only

140,859.00

6 81.00

Making M- 20 grade reinforcedcement concrete foundationsuitable for 9m & 10m highoctagonal /conical G.I. pole byconsidering the safe soilbearing capacity at site as 10T/sq. m at 1.5 m depthincluding supply of steel,concrete, excavation and fixingprovided nut bolts with the helpof template, duly plaster withthe help of template as perdesign in an approved manner.

Each (16.3.11) 6312.0

Rupees Six Thousand

Three Hundred

Twelve Only

511,272.00

7 83.00

Providing pipe type earthingwith 40mm. dia. G.l. pipe or 20mm dia. G.l. Rod complete withall materials as perspecification No. EA-EP

Each (9-1-4) 1300.0

Rupees One Thousand

Three Hundred

Only

107,900.00

8 81.00

Supplying, erecting & markingSPMCB 6A to 32A, B- series(for lighting) in provideddistribution board as perspecification No. SW-SWR/MCB

Each (5-3-3) 169.0

Rupees One Hundred

Sixty Nine Only

13,689.00

9 66.00

Supplying, erecting &terminating PVCarmouredcable 3½ core 50 sqmmaluminium conductor withcontinuous 5.48 sq mm (12SWG) G.I. earth wire completeerected with glands & lugs, onwall/ trusses/pole or laid inprovided trench/pipe as perspecification no. CB-LT/AL

Mtr (7-1-19) 317.0

Rupees Three

Hundred Seventeen

Only

20,922.00






No. Qty

Item Description


10 3.00

Supplying & erecting streetlight control panel in powdercoated CRCA 4/16 SWGsheet, outdoor type, threephase, 415 Voltsconsisted ofsuitable rating contactor, 24Hrs Digital / Astronomical timeswitch, TPN MCB 40 Amp,Auto/manual selector switch,ON/OFF push buttons,indicator lamps, control wiring,metering device, etc forautomatic operation &overcurrent, short circuit, earthfault protection of street lightsupto the max load of 6 Kw onprovided iron frame / CCfoundation.

Each (5-2-18) 21689.0

Rupees Twenty One Thousand

Six Hundred Eighty Nine

Only

65,067.00

11 2.00

Supplying and erecting minifeeder pillar triple pole with300A FPMCCB as incomer and3 outgoing circuits with HRCFuse base and Cartridge of100A consists of aluminiumbus bar 500V 300Acompleteerected in 14 gauge CRCAsheet box with supportingangles, self locks, gasket andslanting top to be erected onprovided foundation as per perspecification No. SW-SWR/MFP

Each ( 5-2-15) 49415.0

Rupees Fourty Nine Thousand

Four Hundred

Fifteen Only

98,830.00

12 81.00

Supplying & erecting FRP boxof size 300mm x 200mm x 125mm, 2.7 mm thick complete onpole/wall as per specificationNo.CB-SB

Each (7-8-8) 546.0

Rupees Five Hundred

Fourty Six Only

44,226.00






No. Qty

Item Description


13 3.00

Supplying and erecting Staticenergy meter with 3X240V 50cycles A.C. supply 10-60 A, ISImark, accuracy class 1.0 withbacklit LCD Display,(measuring & Display kWhONLY ) with transparent HingeType box complete erected onpolished T.W. board duly wiredwith requiredsize of weather proof PVCwires duly tested by electricsupply company.

Each (6-3-3) 4349.0

Rupees Four Thousand

Three Hundred

Fourty Nine Only

13,047.00

14 192.00

Supplying & laying (includingexcavation)15 cm dia RCCHume pipe with coupling collarof standard thickness atrequired depth up to 90 cmbelow road / ground surface,for enclosing provided cable &necessary back filling with lightramming to make theroad/ground surface as it was(Except bitumen carpet).

M (7-6-5) 564.0

Rupees Five Hundred

Sixty Four Only

108,288.00

15 2733.70

Supplying & laying (includingexcavation) 15 cm dia halfround RCC Hume pipe ofstandard thickness at requireddepth up to 90 cms. below road/ ground surface, for enclosingprovided cable & necessaryback filling with light rammingto make the road/groundsurface as it was (Exceptbitumen carpet).

m (7-6-6) 483.0

Rupees Four Hundred

Eighty Three Only

1,320,377.10

16 922.68

Excavating hard Rock orbituminous road by chisellingfor preparing pit for pole /stay/earth plate / for layingcable/ pipe & clearing the siteby removing debris & makingthe site as required complete.

M3 (16-1-5) 1022.0

Rupees One Thousand

Twenty Two Only

942,978.96






No. Qty

Item Description


17 1093.48

Excavating hard murum / metalroad by chiselling for preparingpit for poles stay or earth platesor for laying cables, pipes &clearing the site by removingdebris & making the site asrequired complete.

M3 (16-1-6) 255.0Rupees Two Hundred Fifty

Five Only 278,837.40

7,110,166.86

Say 7,110,167.00

Total





In Fig In Words

1 71.0 (8-3-14)

Providing & erecting 7 m high (clearheight) galvanised OCTAGONAL polewith foundation bolts having bottom of155 mm A/F, top 70 mm A/F onprovided foundation as perspecification No.OHPL/OPL (8.3.14)

Each 14875

Rupees Fourteen Thousand Eight

Hundred Seventy Five Only

1056125.00

2 0.0 ( 8-3-30)

Providing and erecting Galvanised1000mm single arm sword typebracket with FRP dome and ball asper specification No. OH-PL/PBKT (8-3-30)

Each 2257

Rupees Two Thousand Two Hundred Fifty Seven Only

0.00

3 71.0 ( 8-3-31)

Providing and erecting Galvanised1000mm double arm sword typebracket with FRP dome and ball asper specification No. OH-PL/PBKT ( 8-3-31)

Each 3707

Rupees Three Thousand Seven Hundred Seven

Only

263197.00

4 3.0 (8-3-2)

Supplying and erecting 16 m (clearheight) High Mast (Top 150mm,Bottom- 360mm) with lowering andraising motorized unit, lanterncarriage assembly suitable for max. 8nos. luminaries and its control gearbox, lightning finial, arrangement forfixing aviation light and foundationbolts on provided foundation as perspecification No. OH-PL/HM(excluding luminaries and CG Boxes).

Each 221254

Rupees Two Lakh Twenty One

Thousand Two Hundred Fifty

Four Only

663762.00

5 852.0 (7-1-26)

Supplying, erecting & terminatingXLPE armoured cable 4 core 4 sq.mm. aluminium conductor withcontinuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole orlaid in provided trench/ pipe as perspecification no. CB-LT/AL.(7-1-26)

Mtr 114Rupees One

Hundred Fourteen Only

97128.00

6 171.0 (7-2-8)

Supplying, erecting & terminatingXLPE armoured cable 2 core 2.5 sq.mm. copper conductor continuous5.48 sq. mm. (12 SWG) G.I. earthwire complete erected with glands &lugs, on wall/ trusses/ pole or laid inprovided trench/ pipe as perspecification no. CB-LT/CU.(7-2-8)

Mtr 134Rupees One


22914.00

Schedule B - Landscape Electrical EWS A - Project 3

RateSr. No. Qty DSR No

Item DescriptionAmount

(Rs.)unit

Schedule B - Electrification Landscape Sub Est III




In Fig In Words



(Rs.)unit

7 215.0 (7-2-34)

Supplying, erecting & terminatingXLPE armoured cable 4 core 16 sq.mm. copper conductor withcontinuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected withglands & lugs, on wall/ trusses/ poleor laid in provided trench/ pipe as perspecification no. CB-LT/CU.(7-2-34)

Mtr 734Rupees Seven Hundred Thirty

Four Only 157810.00

8 1772.0 (7-2-33)

Supplying, erecting & terminatingXLPE armoured cable 4 core 10 sq.mm. copper conductor continuous5.48 sq. mm. (12 SWG) G.I. earthwire complete erected with glands &lugs, on wall/ trusses/ pole or laid inprovided trench/ pipe as perspecification no.CB-LT/CU.(7-2-33)

Mtr 512Rupees Five

Hundred Twelve Only

907264.00

9 460.5 (7-6-9)

Supplying and laying (includingexcavation) 50 mm outside dia.double wall corrugated pipes(DWC)of HDPE for enclosing cablebelow ground/ road surface, torequired depth complete. ( 7-6-11)

Mtr 179Rupees One

Hundred Seventy Nine Only

82429.50

10 142.0 (2-5-7)

Supplying and erecting LED streetlight fitting suitable for above 75W -90W lamp, including lamp, with PF >0.95 class IP 65 and above housingof pressure die cast aluminium alloyand heat sink extruded aluminiumcomplete per specification No.FGODF/ FLS2.

Each 7115

Rupees Seven Thousand One

Hundred Fifteen Only

1010330.00

11 24.0 (2-5-10)

Supplying and erecting LED streetlight fitting 150 W, including lamp,with PF > 0.95 class IP 65 and abovehousing of pressure die castaluminium alloy and heat sinkextruded aluminium complete perspecification No FG-ODF/FLS-2.(2-5-10)

Each 15369

Rupees Fifteen Thousand Three Hundred Sixty

Nine Only

368856.00

12 71.0 (16-3-9)

Making M- 20 grade reinforcedcement concrete foundation byconsidering the safe soil bearingcapacity at site as 10 T/sq.m at 1.5 mdepth including supply of steel,concrete, excavation and fixingprovided nut bolts with the help oftemplate, duly plastered as per designcomplete (for 6m to 8m highoctagonal /conical GI pole)

Each 3269

Rupees Three Thousand Two Hundred Sixty

Nine Only

232099.00





In Fig In Words



(Rs.)unit

13 3.0 (16-3-13)

Making M- 20 cement concretefoundation by considering the safesoil bearing capacity at site as 10T/sq. m at 2 m depth includingexcavation and fixing provided nutbolts with the help of template, dulyplastered as per design complete (for16 m raising lowering high mast).

Each 26739.00

Rupees Twenty Six Thousand

Seven Hundred Thirty Nine Only

80217.00

14 74.0 (9-1-4)

Providing pipe type earthing with40mm. dia. G.l. pipe or 20 mm dia.G.l. Rod complete with all materialsas per specification no. EAEP.(9-1-4)

Each 1249

Rupees One Thousand Two Hundred Fourty

Nine Only

92426.00

15 74.0 (5-3-3)

Supplying, erecting & markingSPMCB 6A to 32A, B- series (forlighting) in provided distribution boardas per specification no.SWSWR/MCB.(5-3-3)

Each 164Rupees One

Hundred Sixty Four Only

12136.00

16 1.0 (5-2-18)

Supplying & erecting street lightcontrol panel in powder coated CRCA14/16 SWG sheet, outdoor type, three phase, 415 V consisted of suitablerating contactor, 24 hrs digital /astronomical time switch withminimum 5 years battery backup,TPN MCB 40 A auto/manual selectorswitch, ON/OFF push buttons,indicator lamps, control wiring,metering device, etc for automaticoperation & overcurrent, short circuit,earth fault protection of street lightsuptothe max load of 6 kW on providediron frame / CC foundationcomplete.(5-2-18)

Each 20466

Rupees Twenty Thousand Four

Hundred Sixty Six Only

20466.00

17 1.0 (6-3-3)

Supplying and erecting Static energymeter with 3X240V 50 cycles A.C.supply 10-60 A, ISI mark, accuracyclass 1.0 with backlit LCD Display,(measuring & Display kWh ONLY )with transparent Hinge Type boxcomplete erected on polished T.W.board duly wired with required size ofweather proof PVC wires duly testedby electric supply company.(6.3.3)

Each 3952

Rupees Three Thousand Nine Hundred Fifty

Two Only

3952.00





In Fig In Words



(Rs.)unit

18 215.0 (7-6-5)

Supplying & laying (includingexcavation)15 cm dia RCC Humepipe with coupling collar of standardthickness at required depth up to 90cm below road / ground surface, forenclosing provided cable & necessaryback filling with light ramming to makethe road/ground surface as it was(Except bitumen carpet). (7.6.5)

M 581Rupees Five

Hundred Eighty One Only

124915.00

19 15.0 (16-1-5)

Excavating hard Rock or bituminousroad by chiselling for preparing pit forpole / stay/earth plate / for layingcable/ pipe & clearing the site byremoving debris & making the site asrequired complete.(16-1-5)

M3 903Rupees Nine

Hundred Three Only

13545.00

20 86.0 (16-1-6)

Excavating hard murum / metal roadby chiselling for preparing pit for polesstay or earth plates or for layingcables, pipes & clearing the site byremoving debris & making the site asrequired complete.

M3 226Rupees Two

Hundred Twenty Six Only

19436.00

21 1.0 RA

Providing & fixing meter panel box asper attached RA

Each 19640

Rupees Nineteen Thousand Six

Hundred Fourty Only

19640.00

5229007.50Total

Say 5229008.00





In Fig In FigROOF TOP ON GRID SOLAR SYSTEM (ESD-RT-ONG)

1 4

Supplying, installing, testing andcommissioning of 1 kWp capacityon grid solar power pack with GImounting structure and interconnecting wires / cables withoutbattery bank SPV modules andsolar power conditioning unit ofrequired capacity complete, wi

Each (4-6-1) 44762.00

Rs. Forty Four

Thousand Seven

Hundred and Sixty Two Only

179048.00

179048

Abstract - EWS A - Solar Panel for Hot Water - 21 bldg

Total for Work Portion Rs.

Say 179,048.00

Sr. No. Qty Item Description Unit DSR NO Rate Amount (Rs.)

Schedule B

Abstract - EWS A-Solar Panel for Hot Water Sub Est III




Sr No. Description Amount (Rs.)1 Compound Wall & Gates 21007997.00

21007997.00


SUB ESTIMATE IV - COMPOUND WALL & GATES


Grand Total sub est IV in INR Say

Recap Sub Est IV




In figures

In Words

1 46.11 5.00 Dismantling stone masonry in lime or cementmortar including stacking the materials as directedwith all leads, lifts complete.

362.95 Rupees Three Hundred Sixty twoand paise Ninety five only.

Cum. 1814.75

2 46.12 60.78 Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, liftscomplete.

532.90 Rupees Five Hundred Thirty twoand paise Ninety only.

Cum. 32387.00

3 46.09 301.00 Dismantling brick masonry in lime or cementmortar and stacking the materials as directed withall leads, lifts, complete.

319.95 Rupees Three Hundred Nineteenand paise Ninety five only.

Cum. 96304.46

4 21.02 110.05 Excavation for foundation in earth, soil of alltypes, sand, gravel and soft murum, includingremoving the excavated material up to a distanceof 50 m. beyond the building area and stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary back filling,ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5 m.) By MechanicalMeans

190.90 Rupees One Hundred Ninety andpaise Ninety only.

Cum. 21008.14

Schedule - B : - Compound Wall & Gates

Rate Sr. No.

SSR Item No.


Abstract C. Wall Sub Est IV




In figures

In WordsSr. No.

Item No.


5 21.10 550.24 Excavation for foundation in hard murum andboulders including removing the excavatedmaterial up to a distance 50 metres, beyond thebuilding area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc.complete. (Lift upto 1.5m.) By Mechanical Means

231.85 Rupees Two Hundred Thirty oneand paise Eighty five only.

Cum. 127573.02

6 21.20 1540.67 Excavation for foundation in Hard rock bychiselling, wedging, line drilling, etc. includingtrimming and levelling the bed, removing theexcavated material upto a distance of 50 metresbeyond the building area stacking as directed,dewatering and back filling with available earth/murum watering, ramming etc. complete. (Liftupto 1.5 m). By Mechanical Means

1226.30 Rupees One Thousand TwoHundred Twenty six and paise Thirtyonly.

Cum. 1889324.23





In figures

In WordsSr. No.

Item No.


7 24.01 123.70 Providing and laying Cast in situ/Ready Mixcement concrete in M-15 of trap/ granite/quartzite/gneiss metal for foundation and bedding includingbailing out water, Steel centering, formwork,laying/pumping, compacting, roughening them ifspecial finish is to be provided, finishing ifrequired and curing complete, with fully automaticmicro processor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mixplant (Pan mixer) etc. complete. With fineaggregate (Crushed sand VSI Grade)

6564.15 Rupees Six Thousand FiveHundred Sixty Four and paise Fifteenonly.

Cum. 811964.61

8 25.11 467.61 Providing and laying in situ/ Ready Mix cementconcrete M-20 of trap/ granite/quartzite/ gneissmetal for R.C.C. work in foundations like raft,strip foundations, grillage and footings of R.C.C.columns and steel stanchions etc. including bailingout water, formwork, laying/ pumping coverblocks, compaction and curing roughening thesurface if special finish is to be provided,(Excluding reinforcement and structural steel) etc.complete, with fully automatic micro processorbased PLC with SCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant (Pan mixer)etc. complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)

6932.00 Rupees Six Thousand NineHundred Thirty two and paise nilonly.

Cum. 3241453.46





In figures

In WordsSr. No.

Item No.


9 Aluform RA

312.53 Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/ quartzite/gneiss metal for Pardi, Slab, Landing, Waist Slab,Steps. Chajja, laying/ pumping, compacting,roughening them if special finish is to be provided,finishing if required and curing complete, withfully automatic micro processor based PLC withSCADA enabled reversible Drum Typemixer/concrete Batch mix plant (Pan mixer) etc.complete. With V.S.I. quality Artificial Sand. For aluminium formwork:- Structures to be ofRCC Loadbearing Design. The ConstructionTechnology should allow for simultaneous pour ofslabs and wall alongwith all structural andarchitectural features in one operation. Hence theSlabs and Walls along with staircases, lofts,sunken areas, window hoods and architecutralfeatures to be formed in one operation to ensurejointless concrete construction. The Concrete soformed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conformingto:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/-3mmVariation in DimensionV i i i hi i Di i f

11695.75 Rupees Eleven Thousand SixHundred Ninty Five and paiseSeventy Five only.

Cum. 3655243.74





In figures

In WordsSr. No.

Item No.


10 11.29 331.48 Providing cast in situ / ready mix M-20 gradecement concrete for head walls of CD work /retaining walls etc. including necessary form work,compaction, finishing and curing etc. complete.(with reversible drum type mixer/ concrete batchmix plant (pan mixer) with SCADA with Natural /VSI standard Artificial Sand

9449.50 Rupees Nine Thousand FourHundred Forty nine and paise Fiftyonly.

Cum. 3132273.01

11 14.01 84.163 Providing, cutting, bending, hooking, tying andlaying in position TMT FE 500 steel bars forreinforcement for all RCC works as per detaileddrawings etc. complete.

66982.85 Rupees Sixty six Thousand NineHundred Eighty two and paise Eightyfive only.

M.T. 5637499.04

12 23.12 2236.50 Providing structural steel work in hollow sectionof various thickness and sizes in square, rectanularand round shape from 25mm to 450mm section asper IS 4923 YST 310 Grade produced from ironore and blast furnace route etc. as per detaileddesigns and drawing or as directed includingcutting, fabricating, hoisting, erecting, fixing inposition, making riveted / bolted/ weldedconnections and painting complete.

102.31 Rupees One Hundred Two and paiseThirty One only.

Kg 228816.32





In figures

In WordsSr. No.

Item No.


13 35.25 3539.07 Providing and applying two coats of exterioracraylic emulsion paint confirming tocorresponding I.S. of approved manufacture and ofapproved colour to the plastered surfaces includingcleaning ,preparing the plaster surface, applyingprimer coat ,scaffolding if necessary , and wateringthe surface for two days etc complete.

228.70 Rupees Two Hundred Twentyeight and paise Seventy only.

Sqm. 809385.31

14 RA 1133.16 Providing and erecting Chain link fencing 0.6 M.height with G.I. chain link of size 50 x 50 mm 8guage thick and fixed 75 mm above Pardi levelvertical M.S Angle of 40 x 40 x 6 mm sizeembedded in concrete pardi at 1.75 M.c/c with ironbar 16 mm dia as hold fast including welding linkwith angle frame at 30 cm c/c nuts and bolts andhorizontal M.S. Angles at top and bottom of 25 x25 x 5 mm size and vertical M.S. flat 35 x 5 mmand 25 x 5 mm horizontal including including 3coats of oil painting including Primer etc.complete.

862.05 Rupees Eight Hundred Sixty Twoand paise Five only.

Rmt. 976840.58





In figures

In WordsSr. No.

Item No.


15 12.72 50.46 Providing and laying of filter media with granularmaterials/ stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2 ofMoRTH specifications to a thickness of not lessthan 600 mm with smaller size towards the soil andbigger size towards the wall and provided over theentire surface behind abutment, wing wall andreturn wall to the full height compacted to a firmcondition as per drawing and technicalspecifications etc.complete.

1530.00 Rupees One Thousand FiveHundred Thirty and paise nil only.

Cum 77203.80

16 RA 454.14 Providing and laying of filter media with granularmaterials/ stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2 ofMoRTH specifications to a thickness of not lessthan 600 mm with smaller size towards the soil andbigger size towards the wall and provided over theentire surface behind abutment, wing wall andreturn wall to the full height compacted to a firmcondition as per drawing and technicalspecifications etc. complete. (Shall be prepared inplace by using excavated hard rock materialobtained from site)

280.82 Rupees Two Hundred Eighty andpaise Eighty Two only.

Cum 127531.59

17 17.37 307.00 Providing and laying Weep Holes of 100 mmdiameter AC/ PVC pipes as per drawing forabutment returns, return walls etc. Complete.

460.50 Rupees Four Hundred Sixty and paise Fifty only.

Rmt 141373.50

21007996.5521007997.00Say =

Total =





Sr No. Description Amount (Rs.)1 LS Combined Open Spaces 1 & 2 6527343.002 Boundary Trees Plantation 2216712.004 Irrigaiton - Main Line 867673.675 Irrigaiton - Boundary Tree 1361297.786 Irrigation - Open spaces 1 & 2 440891.47

11413917.9211413918.00

SUB ESTIMATE NO. VII - LANDSCAPE AND IRRIGATION WORK

TotalGrand Total sub est VII in INR Say



Recap Sub Est VII




In Fig In Words

1-a 21.02

Excavation for foundation in earth,soil of all types, sand, gravel andsoft murum, including removing theexcavated material up to a distanceof 50 m. beyond the building areaand stacking and spreading asdirected, dewatering, preparing thebed for the foundation andnecessary back filling, ramming,watering including shoring andstrutting etc. complete. (Lift upto 1.5m.)

203.88 cum 190.90

Rupees One

Hundred Ninety &

Ninety Paise Only

38920.69

1-b 21.06

Excavation for foundation in hardmurum including removing theexcavated material up to a distance50 metres, beyond the building areaand stacking and spreading asdirected, dewatering, preparing thebed for the foundation andnecessary back filling, ramming,watering including shoring andstrutting etc. complete. (All lead andLift) SSR 21.06

203.88 cum 209.90

Rupees Two

Hundred Nine & Ninety Paise Only

42794.41

1-c 21.12

Excavation for foundation in hardmurum and boulders includingremoving the excavated material upto a distance 50 metres, beyond thebuilding area and stacking andspreading as directed, dewatering,preparing the bed for the foundationand necessary back filling, ramming,watering including shoring andstrutting etc. complete. (All lead andLift) SSR 21.12

611.64 cum 287.45

Rupees Two

Hundred Eighty

Seven & Fourty

Five Paise Only

175815.91

Schedule B - OPEN SPACE 1,2, Landscape

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description

Total Qty. Unit Amount in Rs

Schedule B Landscape Sub Est VII




In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


2 2.28

Providing Earth work in enbankmentwith approved (Selected) materialsobtained from other sources,including all Lifts, laying in layer of20 to 30cm thickness breking clods,dressings to the required lines,curves, grades and sections,watering and compaction withvibrator roller with V-Sat attachmentto achieve not less than 97% ofStandard proctor density and asdirected by engineer incharge Etccomplete,.

411.09 cum 742.21

Rupees Seven

Hundred Fourty Two & Twenty

One Paise Only

305115.10

3 3.03

Construction of granular sub-baseby providing close graded Material,mixing in a mechanical mix plant atOMC, carriage of mixed Material towork site, spreading in uniformlayers with motor grader / Paver onprepared surface and compactingwith vibratory power roller toachieve the desired density,complete as per clause 401-- PlantMix Method and Grading - IIIMaterial

42.24 cum 2195.21

Rupees Two

Thousand One

Hundred Ninety Five & Twenty

One Paise Only

92725.67

4 24.01

Providing and laying Cast insitu/Ready Mix cement concrete inM-10 of trap/ granite/ quartzite/gneiss metal for foundation andbedding including bailing out water,formwork, laying/pumping,compacting, roughening them ifspecial finish is to be provided,finishing if required and curingcomplete, with fully automatic microprocessor based PLC with SCADAenabled reversible Drum Typemixer/concrete Batch mix plant (Panmixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand

36.41 cum 6125.83

Rupees Six

Thousand One

Hundred Twenty Five & Eighty Three Paise Only

223041.47





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


5 25.11

Providing and laying Cast insitu/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneissmetal for R.C.C. work in foundationslike raft, strip foundations, grillageand footings of R.C.C. columns andsteel stanchions etc. includingbailing out water, formwork, coverblocks, laying/pumping, compactionand curing roughening the surface ifspecial finish is to be provided(Excluding reinforcement andstructural steel) etc. complete, withfully automatic micro processorbased PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mix plant (Panmixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand

41.33 cum 7126.15

Rupees Seven

Thousand One

Hundred Twenty Six & Fifteen

Only

294523.77

6 26.17

Providing and laying Cast insitu/Ready Mix cement concrete inM-20 of trap/ granite/ quartzite/gneiss metal for R.C.C. pardi ofrequired thickness includingcentering, formwork, cover blocks,laying/pumping, compacting androughening them if special finish isto be provided and curing complete(Excluding reinforcement andstructural steel) with fully automaticmicro processor based PLC withSCADA enabled reversible DrumType mixer/ concrete Batch mixplant (Pan mixer) etc. complete.With natural sand/V.S.I. qualityArtificial Sand

72.31 cum 15224.43

Rupees Fifteen

Thousand Two

Hundred Twenty Four & Fourty Three Paise Only

1100878.53





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


7 26.33

Providing and fixing in position TMT -FE - 500 bar reinforcement ofvarious diameters for R.C.C. pilecaps, footings, foundations, slabs,beams columns, canopies,staircase, newels, chajjas, lintelspardis, copings, fins, arches etc. asper detailed designs, drawings andschedules. including cutting,bending, hooking the bars, bindingwith wires or tack welding andsupporting as required complete.

5.57 M.T. 68307.73

Rupees Sixty Eight Thousand

Three Hundred Seven & Seventy Three Paise Only

380474.05

8 27.12

Providing fly ash brick masonry withconventional / I.S. type fly ash bricksin C.M. 1:6 in foundation and plinthincluding bailing out water manuallystriking joints, racking out jointswatering and scaffolding etc.complete.

21.82 cum 6783.00

Rupees Six

Thousand Seven

Hundred Eighty

Three Only

148005.06

9 32.11

Providing sand faced plasterexternally in cement mortar usingapproved screened sand,in allpositions including base coat of 15mm thick in cement mortar 1:4 usingwaterproofing ncompound at 1 kgper cement bag curing the same fornot less than 2 days and keepingthe surface of the base coat roughto receive the sand faced treatment6 to 8 mm thick in cement mortar1:4 finishing the surface by takingout grains and curing for fourteendays scaffolding etc.complete.

707.27 sqm 637.94

Rupees Six

Hundred Thirty

Seven & Ninety

Four Paise Only

451195.82

10 33.06

Providing and laying machine cutmachine Polished Kota stoneflooring 25 mm to 30 mm thick andrequired width in plain/diamondpattern on bed of 1:6 C. M. includingcement float, filling joints with neatcement slurry, curing, polishing andcleaning etc. complete.

203.30 sqm 1224.50

Rupees One

Thousand Two

Hundred Twenty Four &

Fifty Paise Only

248940.85





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


11 33.18

Providing and laying machine cutmachine polished machine cut Kotastone slabs 20 to 25 mm thick fortreads and risers of steps andstaircases, with rounded nosing forthe treads on a bed of 1:4 cementmortar including cement float, fillingjoints with neat cement slurry,curing, polishing and cleaning etc.complete.

70.37 sqm 1495.97

Rupees One

Thousand Four

Hundred Ninety Five & Ninety Seven Paise Only

105271.40

12 32.24

Providing patti/ band 100mm wideon plastered surface 12 mm to 15mm thick in C.M. 1:3 line and levelincluding neat finishing scaffoldingcuring etc. complete..

175.98 Rmt 66.51

Rupees Sixty Six & Fifty

One Paise Only

11704.42

13 33.57

Providing leather finished polishingto Kota / Marble / Shahabad /Kadappa Stone slab by continuousgrinding in 4 coats of different bits toreceive rough and matty finishincluding buffing process beforelaying and fixing of stone as perdrawing and design, includingcleaning, washing and finishing etc.complete.

203.30 sqm 547.60

Rupees Five

Hundred Fourty

Seven & Sixty Paise Only

111327.08

14 35.26

Providing and applying two coats ofexterior weather shield paint ofapproved manufacture and ofapproved colour to the plasteredsurfaces including cleaning,preparing the plaster surface,applying primer coat ,scaffolding ifnecessary, and watering the surfacefor two days etc complete. NOTE:For Item No. 15 to 18 prior approvalof Superintending Engineer will benecessary

237.55 sqm 226.58

Rupees Two

Hundred Twenty Six

& Fifty Eight Paise Only

53824.07

15

Providing and erecting chain linkfencing 1.15 m height with G.I. chainlink of size 50 x 50 mm 8 guagethick M.S. Angles at top and bottomof 40 x 40 x 4 mm size complete.

175.98 Rmt 1331.00

Rupees One

Thousand Three

Hundred Thirty One

Only

234229.38





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


16

4-1 PMC GARDEN

DSR 2018-19

Preparing Lawn (30 cms depth)excavating the ground to a sqmrequired depth of 30 cms removing& conveying unwanted stuff to arequired distance as directed. Fillingfresh garden soil/silt & manure inexcavated area in 3:1 proportion toa height of 30 cms mixing gardensoil and manure thoroughly, well,leveling, watering on previous night.Planting required variety of lawngrass as directed and maintaining tillwell established by watering,weeding, clipping, rolling, etc.complete.

666.18 sqm 635.00

Rupees Six

Hundred Thirty Five

Only

423024.30

17

4-12 PMC GARDEN

DSR 2018-19

Planting large flowering/Shadytrees:- (Minimum Height to 2 Mtr)Digging pit with size 0.9 m × 0.9 m ×0.9 m Removing & conveyingunwanted stuff to a requireddistance as directed. Filling the pitwith approved excavated materialup to a hight of 0.30 m.andremaining height of 0.60 m. withfresh garden soil & manure in in 3:1proportion. Mixing soil and manurethoroughly well, leveling, asdirected, watering previous night.Planting two or three yearold,minimum 2.0 mtr. mtr. hight,healthy tree sapling as perspecifications. Maintaining till wellestablished by watering, weedings,Stirring of soil, staking, replacing ofcasualties etc. complete.

74 No. 852.00

Rupees Eight

Hundred Fifty Two

Only

63048.00





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


18

4-8 PMC GARDEN

DSR 2018-19

Preparing Shrubbery:- Excavatingthe ground to a required depth Sq.mof 30 cms. Removing rubbish &conveying unwanted stuff to arequired distance as directed. Fillingfresh garden soil & manure inexcavated area in3:1 proportion to aheight of 30 cms. Mixing garden soiland manure thoroughly well,leveling, watering on previous night.Planting well, levelling, watering onprevious night.Planting well developed shrubsplants, 0.50 mtr. height, 0.45 Mtrs,apart as dircted and maintaining tillwell established by watering,weedings, Stirring replacing,replacing casualatie etc. complete.

292.00 sqm 581.00

Rupees Five

Hundred Eighty One

Only

169652.00

19

9-1 PMC GARDEN

DSR 2018-19

Maintenance of Garden includingmaintenance of Lawn, flower bed,canna bed, shrubbery, rosary,hedges, plants in all respectincluding watering, weeding,trimming, Garden wastecomposting. Cleaning & sweeping ofGarden, pathway & pagoda. Toiletcleaning, cleaning of water tank,water body, fountain, drinking waterfountain, GSR, including roadsidetrees etc.) for 1 Month

####### sqm 6.64

Rupees Six &

Sixty Four Paise Only

880459.21

20

PMC GARDEN

DSR 2015-16

Double Swing with Belt AssemblyAge : - 4-14 yrs.The area :- 3.0 m x 2.5 mSafe play area :- 4 m x 3.5 mIn the double swing the leg supportis made up of 40 NB GI pipes andtop pipe is of 50 NB GI pipes with GIjunction box with powder coating.The swing seat is made up of 10mm thick rubber belt The belt seat isaffixed on 6 mm rubber coated GIchain. All pipes are ‘A’ class pipesThe ball bearings are mountedinside a specially designed nylonclamp all structures are powdercoated

2 No. 20900.00

Rupees Twenty

Thousand Nine

Hundred Only

41800.00





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


21

PMC GARDEN

DSR 2015-16

Wide Slide (S.S)Rec. Age :- 3 – 8 yrs.The area :- 3.0 m x 1.2 mSafe play area :- 4.0 m x 2.2 mHeight :- 1.2 mThe Wide Slide one of the attractiveslides of its kind. The chute is madeof 14 SWG SS/ GI sheet. Thestainless steel used is of 304grades. The chute is supported by40 x 5 MS angles. This chute isattached to the platform made fromSS/GI sheet. The platform issupported by 40 NB GI pipe. Theladder is made using 20 NB and 25NB GI pipes. All pipes are ‘A’ classpipes, The steps for the ladder areof 20 NB GI pipes. The slidingheight is 2.4 m. The landing supportused is made up of 25 NB pipe. Thehandrail of the chute is made up of20 NB powder coated GI pipe. Theslide is innovative wide slide onwhich at a time 3 kids can slide, allstructures are powder coated

3 No. 40000.00

Rupees Fourty

Thousand Only

120000.00

22

Animal Merry go RoundRec. Age : - 3 - 12 yrs.The area :- 1.5 m dia.Safe play area :- 2.5 m dia.The main frame of the animal merrygo round is made up of 25 NB & 40NB GI pipes. The GI pipes arepowder coated. The stand is madein 80 NB GI pipes. All pipes are ‘A’class pipes, The whole structure ismounted on heavy-duty bearingshaft permanently lubricated withwater sealant. The animal seats aremade out of molded plastic inrotational molding process(LLDP/HDPE). It accommodates 4children at a time, all structures arepowder coated

2 No. 34500.00

Rupees Thirty Four Thousand

Five Hundred

Only

69000.00





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


23

PMC GARDEN

DSR 2015-16

Platform Merry go RoundRec. Age :- 5 - 12 yrsThe area :- 1.5 m dia.Safe play area :- 2.5 m dia.The platform of this platform MGRconsists of non-skid typeAluminiums chequered plate of 16SWG. The ring on which thechequered plate is based is madeout of 25 NB GI pipes. The supportbelow the chequered plate is of 40 x40 x 5 and 25 x 25 x 5 GI angle.The platform frame is made in 25 x5 and 40x5 MS angle. It is providedwith handrails of 20 NB GI pipes. Allpipes are ‘A’ class pipes The wholestructure is mounted on heavy-dutybearing shaft permanently lubricatedwith water sealant. The stand of thisMGR platform is made out of 80 NBGI pipes. The foundation frame isfabricated with 40 x 40 x 5 angle.

2 No. 38500.00

Rupees Thirty Eight

Thousand Five

Hundred Only

77000.00

24

PMC GARDEN

DSR 2015-16

Multi Seater See-SawRec. Age : - 3 - 10 yrs.The area :- 3 m x 0.5 mSafe play area :- 4 m x 1.5 mThe MS See saw comprises fourFRP (FIBER REINFORCEDPLASTIC) /ROTO MOLDING(LLDPE /HDPE) seats. The lever isconsisted of 20 nb and 80 nbpowder coated gi pipes. The bearingused in this item is heavy duty nylonbush type. The stand for see saw ismade using 50 NB GI pipe. All pipesare ‘A’ class pipes, all structures arepowder coated

2 No. 17900.00

Rupees Seventeen Thousand

Nine Hundred

Only

35800.00





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


25

PMC GARDEN

DSR 2015-16

Sky RockerRec. Age :- 6 – 12 yrs.The area :- 2.5 m x 0.6 mSafe play area :- 3.5 m x 1.6 mHeight :- 1.7 mThe most attractive and enjoyable ofits kind is made up of 25 nb powdercoated gi pipe. The main framesupport is made from 80 NB GIpipes, while the top pipe is of 40nband 25 NB GI pipe. All pipes are ‘A’class pipes, The top pipe is insertedinto a nylon bush which gives therider a swinging experience toenjoy, all structures are powdercoated

2 No. 42500.00

Rupees Fourty Two

Thousand Five

Hundred Only

85000.00

26

11-3 PMC GARDEN

DSR 2018-19

Providing & fixing BENCH INCEMENT MORTOR/CONCRETEWITH WOODEN FINISHING ONALL EXTERNAL SURFACE. Benchshould have min. 2.1 m to max.length 2.4 m with 0.45 m wide seat& 0.40 m high back for resting.beach should have 2 to 3supports/Legs as per requirementfrom ground in 1:1.5:3 ratioConcrete with 4 bar 12 mm as amain & distribution 8mm Tor steel at150 mm c/c. Rate includes propercleaning of surface by sand paperapplication of 1 coat of Apex exteriorgrade primer above that 2 coat ofexterior grade Apex Paint as a basecoat & 1 coat of Apex Paint formaking wooden finish/grains & with2 final coat of Apex clear polishincluding Cement, Sand, Aggregate,chemical, adhesive, chickenmesh,primer, paint, polish, paper, etc. allmaterial, labor, scaffolding,excavation, pcc, tor steel etc. allcomplete. Work done should be asper a approved sample & theinstructions of engineer in charge.

21.00 Rmt 7357.00

Rupees Seven

Thousand Three

Hundred Fifty

Seven Only

154497.00





In Fig In Words

RateS. No.

MAHA PWD

SSR 2020-21 Item

No.

Description


27

PMC GARDEN

DSR 2015-16

DUSTBIN – STAINLESS STEELHEIGHT :- 3DIA.:- 1Capacity :- 42 LtrThis novel kind of dustbin isespecially designed foraccommodating dry as well as wetkind of trash. The cylinder of the binis fabricated out of SS sheet and380 mm long with a self-closing tiltable lid. The drum is mounted onnylon bearings to provide it acomplete rotation of the drum tofacilitate the garbage removal. Theframe of the dustbin is made up of25 nb powder coated gi pipes, allstructures are powder coated

3 No. 9900.00

Rupees Nine

Thousand Nine

Hundred Only

29700.00

28 NON-DSR

Fabricating and casting at siteferrocrete gazebo as per thedrawings with skeletal steel of 8 mmdia TMT Fe-500 bars spaced at 500mm c/c in both directions over whichtwo layers of weld mesh 100 mm x100 mm x 12 mm x 12 g and threelayers of chicken mesh 13 x 13 mmx 24 x 24 g tightly tied andimpregnated with rich CM 1:3 mix byvolume, finishing both the faces withcement, curing etc. complete

39.26 sqm 7750.00

Rupees Seven

Thousand Seven

Hundred Fifty Only

304265.00

29

K-19-2 PMC

ROAD DSR

2018-19

Providing & fixing parabolic dividersof 1.20 m height of C.C. M-20 gradeon road as per drawing, finishingneatly with CM 1:2 if required,painting the exposed surfaces withcoat of road marking paint ofapproved colour & quality includingrequired excavation in concrete roadexcept rock and removing theexcavated material anywhere in cityor suburban limit levelling the sameas specified & directed for this itemescalation/star rate is not applicable

31.42 Rmt 1761.00

Rupees One

Thousand Seven

Hundred Sixty One

Only

55330.62

6,527,343.37Total Amount

Say 6,527,343.00





S. No.

MAHA PWD SSR 2020-21

Item No.

DescriptionTotal Qty. Unit Rate in

FigRate in Words Amount in Rs.

1SSR-20-21 -

7.01- MORTH

Providing and casting in situ orprecast tapering R.C.C. M-20Barrier type Kerb withoutgutter ( as per IRC 86 1983)embedded 125 mm belowground level over M-10 PCCfinished neatly with C.M. 1:2,setting the same in C.M. 1:2,including the requiredexcavation in any strata andremoving the excavated stuffany where in city and redoingthe surface as specified anddirected by Engineering In-charge. Using ConcreteBatching and Mixing Plant

3311.97 Rmt 504.56

Rupees Five

Hundred Four & Fifty Six Paise Only

1671087.58

2

PMC GARDEN

DSR 2019-20

Planting largeflowering/Shady trees:- (Minimum Height to 2Mtr.)Digging pit with size 0.9 m× 0.9 m × 0.9 m Removing &conveying unwanted stuff to arequired distance as directed.Filling the pit with approvedexcavated material up to ahight of 0.30 m. and remainingheight of 0.60 m. with freshgarden soil & manure in in 3:1proportion. Mixing soil andmanure thoroughly well,leveling, as directed, wateringprevious night. Planting two orthree year old,minimum 2.0mtr. mtr. hight, healthy treesapling as per specifications.Maintaining till well establishedby watering, weedings, Stirringof soil, staking, replacing ofcasualties etc. complete. (R.A.No. 12)

590.00 sqm 851.55

Rupees Eight

Hundred Fifty One & Fifty

Five Paise Only

502414.50

SCHEDULE B - BOUNDARY TREES

Abstract - Boundary Trees Sub Est VII




S. No.


Item No.

DescriptionTotal Qty. Unit Rate in

FigRate in Words Amount in Rs.

3

PMC GARDEN

DSR 2019-20

Maintenance of Gardenincluding maintenance ofLawn, flower bed, canna bed,shrubbery, rosary, hedges,plants in all respect includingwatering, weeding, trimming,Garden waste composting.Cleaning & sweeping ofGarden, pathway & pagoda.Toilet cleaning, cleaning ofwater tank, water body,fountain, drinking waterfountain, including roadsidetrees GSR etc.) for 1 Month

6507.42 sqm 6.64

Rupees Six &

Sixty Four Paise Only

43209.26

2,216,711.34

2,216,712.00

Total AmountSAY RS

Abstract - Boundary Trees Sub Est VII




S. No. SSR Item No. Description Total

Qty. Unit Rate in Fig

Rate in Words Amount (Rs.)

CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfillingwith good earth and removal ofexcess earth Depth of cutting formainline = 0.45 m Depth of cuttingfor distribution line = 0.45 m,including all labours, if any

111.237 cum 448.00

Rupees Four

Hundred Fourty

Eight Only

49834.17

PIPES

2

13-M-106 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Irrigation HDPEPipe 6kg/cm² dia - 40 mm Dia. Make - Finolex, Supreme, Jain, orequivalent with including allAccessories, all material, labour ,etc all.

100.00 Rmt 184.00

Rupees One

Hundred Eighty

Four Only

18400.00

3

13-M-110 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Irrigation HDPEPipe 6kg/cm² dia - 90 mm Dia. Make - Finolex, Supreme, Jain, orequivalent with including allAccessories, all material, labour ,etc all.

50.00 Rmt 912.00

Rupees Nine

Hundred Twelve

Only

45600.00

4

13-N-126 PMC

GARDEN DSR 2018-19

Providing & Fixing & Testing &Commissioning of ASTM pipe 3 inchof ISI standard, with all necessaryfittings & accessories, material &machinery including all labors, ifany.etc. Excluding Excavation Make- Astral / Jain / Finolex / Kisan /Supreme

549.32 Rmt 610.00

Rupees Six

Hundred Ten Only

335085.20

5 41.23 PWD SSR 2018-19

Providing and laying in trenches 50mm dia. medium grade havingembossed as ISI Mark galvanisediron pipes of 5.17 kg/meternecessary fitting remaking good thedemolished portion with fillingtrenches and with primer of anti-corrosive oil paint, 2 coats Includingremoving existing pipe line ifnecessary and conveying andstacking the same in PWD chowkyor as directed etc. complete.

18.00 Rmt 666.11

Rupees Six

Hundred Sixty Six & Eleven

Only

11989.98

SCHEDULE B - IRRIGATION MAIN LINE

Abs-Irrigation Main Line Sub Est VII







6 41.24 PWD SSR 2018-19

Providing and laying in trenches 80mm dia. medium grade havingembossed as ISI Mark galvanisediron pipes of 8.57 kg/meternecessary fitting remaking good thedemolished portion with fillingtrenches and with primer of anti-corrosive oil paint, 2 coats Includingremoving existing pipe line ifnecessary and conveying andstacking the same in PWD chowkyor as directed etc. complete.

6.00 Rmt 929.41

Rupees Nine

Hundred Twenty Nine & Fourty

One Paise Only

5576.46

7 42.08 PWD SSR 2018-19

Providing and laying concrete pipesof I.S.NP. class of 225 mm diameterin proper line, level and slopeincluding necessary collars,excavation, laying, fixing with collarsin cement mortar 1:1 and refillingthe trench complete.

102.90 Rmt 719.61

Rupees Seven

Hundred Nineteen & Sixty

One Paise Only

74047.86

VALVES

813-E-39 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control andsafety 3/4" Quick Coupling Valve(QCV) of solid brass constructionwith Key with accessories includingall labours, if any. Make - Jain/Harrit / Rain Bird

4 No. 1539.00

Rupees One

Thousand Five

Hundred Thirty Nine

Only

6156.00

913-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control andsafety 3/4" QCV Key with hoseswivel Elbow arrangement of solidbrass construction with accessoriesincluding all labours, if any. Make -Jain /Harrit / Rain Bird

4 No. 1006.00

Rupees One

Thousand Six Only

4024.00

1013-6-13 PWD ELEC DSR

2018-19

Supplying & erecting cast iron

double flange butterfly valve of size

50 mm dia. complete as per

specification no. FF-VL/BFV

2 No. 2143.00

Rupees Two

Thousand One

Hundred Fourty Three Only

4286.00


2018-19

Supplying & erecting cast iron

double flange butterfly valve of size

75/80 mm dia. complete as per

specification no. FF-VL/BFV

3 No. 2746.00

Rupees Two

Thousand Seven

Hundred Fourty Six

Only

8238.00








12 NON-DSR

Supplying and erecting cast irondouble flange NRV of size 50 mmdia complete as per specification no.FF-VL/NRV

3 No. 4095.00

Rupees Four

Thousand Ninety

Five Only

12285.00


2018-19

Supplying and erecting cast iron

double flange NRV of size 75/80

mm dia complete as per

specification no. FF-VL/NRV

1 No. 5308.00

Rupees Five

Thousand Three

Hundred Eight Only

5308.00

1413-7-3 PWD

ELECTRICAL DSR 2018-19

Supplying and erecting 20/25mmdia gun metal air release cock, withnecessary G.I. coupling to be fittedon top of air vessel or on wet risercomplete as per specification no. FF-FFA/ARV

3 No. 716.00

Rupees Seven

Hundred Sixteen

Only

2148.00

VALVE BOX

1513-I-64 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning Valve Box 12",Rectangular shape with openabletop green cover with all necessaryfittings, adhessives etc. completeincluding all labours, if any. Make -Jain /Toro /Nelson/ Rain Bird

4 No. 2360.00

Rupees Two

Thousand Three

Hundred Sixty Only

9440.00

FILTERATION UNIT

16 NON-DSR

Providing, Fixing, Testing &Commissioning of Filtration Unitconsisting of Sand Disc Filter 40m3/hr 2.5" for a filtering capacity ofdesigned flow with Manual Backflush Unit conforming to ISspecifications complete with allfittings, including all labours, alltaxes if any Make - Jain /Amiad /Kisan/ Netafim

1 No. 44165.00

Rupees Fourty Four

Thousand One

Hundred Sixty Five

Only

44165.00

17 NON-DSR

Providing, Fixing, Testing &Commissioning of Filtration Unitconsisting of Metal Disc Filter 40m3/hr 2.5" Y Type for a filteringcapacity of designed flow withManual Back flush Unit conformingto IS specifications complete with allfittings, including all labours, alltaxes if any Make - Jain /Amiad /Kisan/ Netafim

1 No. 15600.00

Rupees Fifteen

Thousand Six

Hundred Only

15600.00

PUMP SET








18 NON-DSR

Providing, Fixing, Testing &Commissioning of Two Pumpingsystem with Vertical SubmersiblePumps 3 HP (3 nos.at one pumpingstation x 2 pump stations (twoworking one stand by) Duty :- Head54 to 55 mtr. IS specificationscomplete with all fittings, includingall labours, all taxes if Discharge150 LPM Make:- Deecan/ CRI /Texmo

3.00 No. 44165.00

Rupees Fourty Four

Thousand One

Hundred Sixty Five

Only

132495.00

19 NON-DSR

Supply, Instattion, Testing &Commissioning of Outdoor typecontrol panel for 3 HP 3 ph pumpwith Ammeter, Voltmeter, O/L Relay, contactors, MCB, Single phasingpreventor, Push buttons, Indicatorlamps, Low level water cutoffsensors, etc complete

3.00 No. 13260.00

Rupees Thirteen

Thousand Two

Hundred Sixty Only

39780.00

2012-4-8 PWD


Supplying and erecting flat flexible 3core 2.5 sq mm PVC sheathedsubmersible type copper cablesuitably clamped at fixed intervalswith column pipe assemblycomplete.

60.00 Rmt 119.00

Rupees One

Hundred Nineteen

Only

7140.00

21 NON-DSR

Supplying and erecting GI Common

Header 3" dia for delivery with 3

inlets of 2" and 1 outlet of 3"

1.00 No. 20475.00

Rupees Twenty

Thousand Four

Hundred Seventy

Five Only

20475.00

22 NON-DSR

Supplying and erecting Hydraulic

PRV 2" complete

1.00 No. 15600.00

Rupees Fifteen

Thousand Six

Hundred Only

15600.00

867,673.67Total Amount





S. No. SSR Item No. Description Total Qty. Unit Rate in

FigRate in Words Amount (Rs.)

CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation,Backfilling with good earthand removal of excessearth Depth of cutting formainline = 0.45 m Depth ofcutting for distribution line =0.45 m, including alllabours, if any

498.627 cum 448.00

Rupees Four

Hundred Fourty

Eight Only

223384.89

PIPES

213-A-7 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning ofAgriculture uPVC pipe 40mm x 6 kg/cm2 of ISIstandard, Make - Jain /Finolex / Kisan/Supremewith all necessary fittings,including all labors, .Excluding Excavation asper IS : 4985:2000 Make-Jain / Finolex / Kisan /Supreme

1118.71 Rmt 52.00Rupees

Fifty Two Only

58172.92

3

13-M-106 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of IrrigationHDPE Pipe 6kg/cm² dia -40 mm Dia. Make - Finolex,Supreme, Jain, orequivalent with including allAccessories, all material,labour , etc all.

13.530 Rmt 184.00

Rupees One

Hundred Eighty Four

Only

2489.52

4

13-M-110 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of IrrigationHDPE Pipe 6kg/cm² dia -90 mm Dia. Make - Finolex,Supreme, Jain, orequivalent with including allAccessories, all material,labour , etc all.

254.150 Rmt 912.00

Rupees Nine

Hundred Twelve

Only

231784.80

SCHEDULE B- IRRIGATION BOUNDARY SHRUBS

Schedule B -Irri Boundry Shrubs Sub Est VII






5

13-N-121 PMC

GARDEN DSR 2018-19

Providing & Fixing &Testing & Commissioningof ASTM pipe 1 inch of ISIstandard, with allnecessary fittings &accessories, material &machinery including alllabors, if any.etc. ExcludingExcavation Make - Astral /Jain / Finolex / Kisan /Supreme

455.560 Rmt 133.00

Rupees One

Hundred Thirty

Three Only

60589.48

6

13-N-124 PMC

GARDEN DSR 2018-19


212.20 Rmt 290.00

Rupees Two

Hundred Ninety Only

61538.00

7

13-N-126 PMC

GARDEN DSR 2018-19


675.900 Rmt 610.00Rupees Six

Hundred Ten Only

412299.00

8 42.08 PWD SSR 2018-19

Providing and layingconcrete pipes of I.S.NP.class of 225 mm diameterin proper line, level andslope including necessarycollars, excavation, laying,fixing with collars in cementmortar 1:1 and refilling thetrench complete.

371.860 Rmt 719.61

Rupees Seven

Hundred Nineteen & Sixty One

Paise Only

267594.17

POP UP SPRINKLERS/SWING JOINTS







1313-E-39 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Controland safety 3/4" QuickCoupling Valve (QCV) ofsolid brass constructionwith Key with accessoriesincluding all labours, if any.Make - Jain /Harrit / RainBird

23 No. 1539.00

Rupees One

Thousand Five

Hundred Thirty Nine

Only

35397.00

1413-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Controland safety 3/4" QCV Keywith hose swivel Elbowarrangement of solid brassconstruction withaccessories including alllabours, if any. Make - Jain/Harrit / Rain Bird

8 No. 1006.00

Rupees One

Thousand Six Only

8048.00

1,361,297.78Total Amount






Qty. Unit Rate in Fig Rate in Words Amount (Rs.)

CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfillingwith good earth and removal ofexcess earth Depth of cutting formainline = 0.45 m Depth ofcutting for distribution line = 0.45m, including all labours, if any

189.925 cum 448.00Rupees Four

Hundred Fourty Eight Only

85086.40

PIPES

213-A-7 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of AgricultureuPVC pipe 40 mm x 6 kg/cm2 ofISI standard, Make - Jain /Finolex / Kisan/Supreme with allnecessary fittings, including alllabors, . Excluding Excavation asper IS : 4985:2000 Make- Jain /Finolex / Kisan / Supreme

756.49 Rmt 52.00 Rupees Fifty Two Only 39337.48

3

13-N-121 PMC

GARDEN DSR 2018-19

Providing & Fixing & Testing &Commissioning of ASTM pipe 1inch of ISI standard, with allnecessary fittings & accessories,material & machinery including alllabors, if any.etc. ExcludingExcavation Make - Astral / Jain /Finolex / Kisan / Supreme

94.25 Rmt 133.00Rupees One

Hundred Thirty Three Only

12535.25

4

13-N-124 PMC

GARDEN DSR 2018-19

Providing & Fixing & Testing &Commissioning of ASTM pipe 2inch of ISI standard, with allnecessary fittings & accessories,material & machinery including alllabors, if any.etc. ExcludingExcavation Make - Astral / Jain /Finolex / Kisan / Supreme

87.17 Rmt 290.00Rupees Two

Hundred Ninety Only

25279.30

POP UP SPRINKLERS/ SWING JOINTS

513-B-12 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Spray Pop-upsprinkler 4'' height withReplacable nozzle of radius 3 to5 m @ 2.1 bar, Q-0.12 to 0.30 lps(for full circle) with SAM withincluding all Accessories, allmaterial, labour, etc all. Make -Hunter / Toro / Nelson / Rain Bird

79 No. 365.00Rupees Three Hundred Sixty

Five Only 28835.00

SCHEDULE B- OPEN SPACE 1

Sch B - Irrigation OS 1 Sub Est VII






613-B-23 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Gear drivenPop-up sprinkler with Replacablenozzle of radius 8.0 to 15.0m @3.5 bar, Q-0.12 to 0.54lps withSAM (3/4'' BSP inlet) PGP - 04-xx with including all Accessories,all material, labour, etc all. Make -Hunter / Toro / Nelson / Rain Bird

9 No. 1375.00

Rupees One Thousand

Three Hundred Seventy Five

Only

12375.00

VALVES

713-E-48 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control andsafety PVC Ball Valve 63 mm(Teflon seal) with accessoriesincluding all labours, if any. Make- Jain /Harrit / Rain Bird

7 No. 1060.00Rupees One

Thousand Sixty Only

7420.00

813-E-50 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control andsafety PVC Ball Valve 40 mm(Teflon seal) with accessoriesincluding all labours, if any. Make- Jain /Harrit / Rain Bird

7 No. 530.00Rupees Five

Hundred Thirty Only

3710.00

913-E-39 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control andsafety 3/4" Quick Coupling Valve(QCV) of solid brass constructionwith Key with accessoriesincluding all labours, if any. Make- Jain /Harrit / Rain Bird

13 No. 1539.00

Rupees One Thousand Five Hundred Thirty

Nine Only

20007.00

1013-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control andsafety 3/4" QCV Key with hoseswivel Elbow arrangement ofsolid brass construction withaccessories including all labours,if any. Make - Jain /Harrit / RainBird

5 No. 1006.00Rupees One Thousand Six

Only 5030.00

VALVE BOX

1113-I-61 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning Valve Box 6",Round shape with openable topgreen cover with all necessaryfittings, adhessives etc. completeincluding all labours, if any. Make- Jain /Toro /Nelson/ Rain Bird

7.00 No. 265.00Rupees Two

Hundred Sixty Five Only

1855.00







1213-I-63 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning Valve Box 10",Round shape with openable topgreen cover with all necessaryfittings, adhessives etc. completeincluding all labours, if any. Make- Jain /Toro /Nelson/ Rain Bird

7.00 No. 1190.00

Rupees One Thousand One

Hundred Ninety Only

8330.00

DRIP

1313-H-57 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning 16 mm plain dripTubing of class -2 andaccessories including all labours,if any. Make - Jain /Netafim /Finolex / Rain Bird

1000.00 Rmt 12.00 Rupees Twelve Only 12000.00

1413-H-58 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning 4 Lph PC dripperand accessories including alllabours, if any. Make - Jain/Netafim / Finolex / Rain Bird

2216.00 No. 4.00 Rupees Four Only 8864.00

270,664.43Total Amount







CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfilling withgood earth and removal of excessearth Depth of cutting for mainline =0.45 m Depth of cutting fordistribution line = 0.45 m, including alllabours, if any

138.693 cum 448.00

Rupees Four

Hundred Fourty

Eight Only

62134.46

PIPES

213-A-7 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Agriculture uPVCpipe 40 mm x 6 kg/cm2 of ISIstandard, Make - Jain / Finolex /Kisan/Supreme with all necessaryfittings, including all labors, .E l di E ti IS

395.45 Rmt 52.00Rupees

Fifty Two Only

20563.40

313-N-121 PMC GARDEN DSR

2018-19

Providing & Fixing & Testing &Commissioning of ASTM pipe 1 inchof ISI standard, with all necessaryfittings & accessories, material &machinery including all labors, ifany.etc. Excluding Excavation Make -Astral / Jain / Finolex / Kisan /Supreme

289.46 Rmt 133.00

Rupees One

Hundred Thirty Three Only

38498.18

VALVES

413-E-50 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control and safetyPVC Ball Valve 40 mm (Teflon seal)with accessories including all labours,if any. Make - Jain /Harrit / Rain Bird

7 No. 530.00

Rupees Five

Hundred Thirty Only

3710.00

513-E-39 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control and safety3/4" Quick Coupling Valve (QCV) ofsolid brass construction with Key withaccessories including all labours, ifany. Make - Jain /Harrit / Rain Bird

6 No. 1539.00

Rupees One

Thousand Five

Hundred Thirty

Nine Only

9234.00

613-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control and safety3/4" QCV Key with hose swivel Elbowarrangement of solid brassconstruction with accessoriesincluding all labours, if any. Make -Jain /Harrit / Rain Bird

2 No. 1006.00

Rupees One

Thousand Six Only

2012.00

VALVE BOX

713-I-61 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning Valve Box 6", Roundshape with openable top green coverwith all necessary fittings, adhessivesetc. complete including all labours, ifany. Make - Jain /Toro /Nelson/ RainBird

7 No. 265.00

Rupees Two

Hundred Sixty Five

Only

1855.00

DRIP

813-H-57 PMC GARDEN DSR

2018-19

Providing, Fixing, Testing &Commissioning 16 mm plain dripTubing of class -2 and accessoriesincluding all labours, if any. Make -Jain /Netafim / Finolex / Rain Bird

1544 Rmt 12.00Rupees Twelve

Only 18528.00







2018-19

Providing, Fixing, Testing &Commissioning 4 Lph PC dripper andaccessories including all labours, ifany. Make - Jain /Netafim / Finolex /Rain Bird

3423 No. 4.00 Rupees Four Only 13692.00

170227.04Total Amount





10-2-25

Providing floor mounting stand for keeping4 Nos. of FIRE buckets 1500mm in length,900mm in height frame made out of30x30x4 mm angle iron with cross supportsfor legs, welded with 4 hooks and dulypainted with one coat of red lead and twocoats of silver paint.

EachAs directed by Engineers In-

charge

10-2-27

Supplying standard first aid box withnecessary antiseptic cream, medicine foruse on wounds due burn, crepe bandage,gauge bandage, medicated ready to usebandage (Band-aid) adhesive tape formedicinal use, scissors, anti-septic solution(Savlon or similar) etc. (All above contentsshall be of standard makes)


charge

10-2-32

Supplying and erecting D.C.P. type fireextinguisher 6 kg capacity cartridge typewith gun metal cap 150 gram CO2 gascartridge, powder and brackets conformingto IS 2171-1985/ IS15683 and complete erected with necessaryclamps made from 50x6 mm M.S. flat withnuts & bolts grouted in wall complete.


charge

10-2-34

Supplying & erecting Carbon Dioxide (CO2)fire extinguisher of 4.5 kg. capacity cartridgetype conform to IS 2878 /15683complete erected with necessary clampmade from 50 x 6 mm. M. S. flat with nut &bolts grouted in wall complete.


charge

13-2-1

Supplying, installing, testing andcommissioning with perfect aligning, properlevelling of fire service main multi stagepump,of 2400 LPM at 105 m head centrifugal type,75 HP (55 kW), 3 phase, 415 volt, 50Hz orof suitable HP with suitable stages as perspecification no. FF-MFP/MSC ( MAIN FIREPUMP )


charge

13-2-1

Supplying, installing, testing andcommissioning with perfect aligning, properlevelling of fire service main multi stagepump,of 2400 LPM at 105m head centrifugal type,75 HP (55 kW), diesel driven pump as perfire specification and fire noc includedexyast system , batery , exaust pipe , starter, wirng ,cabling etc complete . ( DieselPump )


charge

Additional Specification

SCHEDULE C - FIRE FIGHTING SYSTEM BOQ PARKING TO UGWT - DPR- 3 - 21 BLDGs

CSR Item No. Description of Item UNIT




13-3-2

Supplying, installing, testing andcommissioning with perfect aligning, properlevelling of jockey pump of 240 LPM at 105m head 20 HP (15 kW), 3 phase, 415 volt,50Hz or of suitable HP with suitable stagesas per specification no. FF-MFP/JP ( JOCKEY PUMP )


charge

12-5-2

Supplying and erecting G.I. pipe aboveground of ‘C’ class ERWof size 25 mm dia with necessary fittingscomplete as per specification no. FF-PP

mAs directed by Engineers In-

charge

12-5-5

Supplying and erecting G.I. pipe aboveground of ‘C’ class ERWof size 75/80 mm dia with necessary fittingscomplete as per specification no. FF-PP


charge

12-5-6



charge

12-5-7



charge

12-5-8



charge

12-5-10

12-5-10 Providing coating of bitumen paint &4mm thick wrapping for underground 150mm ring main of fire fighting system. m

As directed by Engineers In-

charge

13-6-4

13-6-4 Supplying and erecting cast iron footvalve ball type/flap type of size 200 mm diawith strainer for negative suction completeas per specification no. FF-VL/FV


charge

13-6-8

13-6-8 Supplying and erecting 200 mm diaend line strainer for positive suctioncomplete as per specification no. FF-VL/ELS


charge

13-6-11

Supplying and erecting cast iron doubleflange sluice valve 160mm dia. complete as per specification no.FF-VL/SV


charge

13-6-15

Supplying & erecting cast iron double flangebutterfly valve of size75/80 mm dia. complete as per specificationno. FF-VL/BFV


charge

13-6-16

Supplying & erecting cast iron double flangebutterfly valve of size 100 mm dia. completeas per specification no. FF-VL/BFV Each


charge




13-6-17



charge

13-6-18



charge

13-6-20Supplying and erecting cast iron doubleflange NRV of size 100 mm dia complete asper specification no. FF-VL/NRV


charge



charge



charge

13-6-31

Supplying and erecting stainless steel singleoutlet hydrant valve fitted with necessaryaccessories complete as per specificationno. FF-VL/HV


charge

13-7-1

Supplying & installing one piece mouldedHDPE / fibre water tank for negative suctiononly, having capacity 1000 litres fitted withnecessary accessories complete as perspecification no. FFFFA/ PT


charge

13-7-3

Supplying fire fighting controlled percolation(C.P.) Hose pipe, 63mm dia, 15m in length,fitted with necessary accessories completeas per specification no. FF-FFA/CPH


charge

13-7-8

Supplying & erecting stainless steel branchpipe 63 mm dia fitted with 20 mm diadetachable hexagonal nozzle complete asper specifications no. FF-FFA/NZ


charge

13-7-10

Supplying and erecting fire brigade headerof 150 mm dia, for supplying water in firetank complete as per specification no.FFFA/ FBC


charge

13-7-11

Supplying and installing fire brigade Header(Siamese Connection) of 150 mm Ø forsupplying water to wet riser system as perspecification No. FF-FFA/SMC - 4WAY


charge

13-7-12

Supplying and installing air vessel of 300mm dia 1.5m in height M.S. tank installedinside pump house / on terrace complete asper specification no. FF-FFA/ACT


charge

13-7-13

Supplying and erecting 20/25mm dia gunmetal air release cock, with necessary G.I.coupling to be fitted on top of air vessel oron wet riser complete as per specificationno. FF-FFA/ARV


charge




13-7-14

Supplying and installing pressure gauge of100 mm dia., 0-300 PSI or 0-14 kg per cmsquare fitted with 12/15 mm dia. pad cockvalve, and G.I. pipe, elbow etc. complete asper specification no. FFFFA/ PG


charge

13-7-15

Supplying and installing DANFOSS makepressure switch with 12/15 mm Ø isolationvalve, G.I. nipple, elbow etc. in an approvedmanner as per specification No. FF-FFA/PS


charge

13-7-18

Supplying and erecting M.S./CRCA cabinetfor housing single hydrant valve (size 400 x400 x 400mm.) made from 16 SWG sheetand angle iron 25 mm. x 25 mm. x 4 mm.having front doors with viewing glass (8"x6")and locking arrangement with necessaryfixing material such as rubber bidding etc.duly painted in post box red colour.


charge




Sr. No.

Description of ItemSSR Item No.

Specification No.

AdditionalSpecifications

1 Cutting down trees including trunks and brancheswith girths above 30 cm. to 60 cm. and stacking thematerial neatly with all lifts and lead of 1000 m asdirected and earth filling in the depression/pit if any.

2.01 MORT&H Clause No.201

MORT&H 201 & as directed by Engineer in charge.

2 Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, liftscomplete.

46.12 As directed by Engineer in charge.

3 Dismantling brick masonry in lime or cement mortarand stacking the materials as directed with all leads,lifts, complete.


4 Excavation for roadway in earth soil of all sorts,sand, gravel or soft murum including dressingsection to the required grade camber and side slopesand conveying the excavated materials with all liftsupto a lead of 50 m and spreading for embankmentor stacking as directed.


MORT&H 301, ModernMachinery shall beused as directed byEngineer In Charge

5 Excavation for roadway in hard murum and boulderincluding dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m.andspreading for embankment or stacking as directed.



6 Excavation for roadway in hard rock by wedgingand chiselling or line drilling including dressingsection to the required grade, camber and side slopesand conveying the excavated materials with all liftsupto a lead of 50 m and spreading for embankmentor stacking as directed.



7 Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines,curves, grades and section, watering and compactingto not less than 97% of standard proctor density for alead of 300m. to 500m. inclusive, from the site ofexcavation to the site of deposition as directed.



Schedule - C : Roads & Storm Water Drains




8 Providing earth work in embankment with approvedmaterials obtained from other sources including allleads, lifts, laying in layers of 20 centimetre to 30centimetre thickness breaking clods, dressing to therequired lines, curves, grades and section, wateringand compaction with vibratory roller with V-Satattachment to achieve not less than 97% of standardproctor density etc. complete.



9 Construction of granular sub-base by providingclose graded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader /Paver on prepared surface and compacting withvibratory roller to achieve the desired density,complete as per clause 401 -- Plant Mix Method andGrading - II Material


MORT&H 401 & As directed by Engineer in charge.

10 Wet Mix Macadam -- Providing, laying, spreadingand compacting graded stone aggregate to wet mixmacadam specification including premixing theMaterial with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base courseon well prepared surface and compacting withvibratory roller to achieve the desired density.Laying By Grader/Paver.



11 Providing and applying primer coat with bitumenemulsion on prepared surface of Granular Baseincluding clearing of road surface and sprayingprimer at the rate of 0.60 kg/Square Metre usingmechanical means.



12 Providing and applying tack coat on the preparedsurface heating by flames in boiler and sprayingbitumen with sprayer on Granular surface treatedwith primer at 2.75 Kg per 10 Square Metre usingVG-30 grade bulk bitumen.






13 Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface includingall materials, preparing the existing road surface,spreading 40 mm. stone metal layers 100% crusherbroken metal with conical crusher plant, heating andspraying the bitumen of VG-30 grade @ 2 Kg/sqm,spreading 12 mm. size chips compacting with threewheel static roller having weight 8 to 10 MT. toachive the desired degree of compaction as perTechnical Specification Clause 506 etc. completeincluding applying tack coat of VG 30 gradebitumen at the rate of 0.30 kg per square metre onexisting bitumen surface. (VG-30 bulk bitumen ratesare considered to arrive at rates)

3.36b IRC-SP-20, 2002 Clause

No. 8.7.3

IRC-SP-20, 2002Clause No.8.7.3 & As directed byEngineer in charge.

14 Proving and laying bituminous macadam usingcrushed aggregates of Grading 1, premixed withbituminous binder, transported to site with VehicleTracking System, laid over a previously preparedsurface, finished to the required grade, level,alignment and rolling to achieve the desiredcompaction for 80/100 mm compacted thicknesswith 3.3% VG-30 Bitumen using Batch mix typehot mix plant with SCADA, Sensor Paver, vibratoryroller. (VG-30 bulk bitumen rates are considered toarrive at rates)


MORT&H 504 & Asdirected by Engineerin charge.

15 Proving and laying Dense Bituminous Macadamusing crushed aggregates of grading 1, premixedwith bituminous binder VG-30 bitumen @ 4.50percent by weight of total mix and filler, transportedto site with Vehicle Tracking System, laid over apreviously prepared surface, finished to the requiredgrade, level, alignment and rolling to achieve thedesired density for 76-100 mm compactedthickness, using Batch mix type hot mix plant withSCADA, Sensor Paver, Vibratory Roller with StoneDust filler. (VG-30 bulk bitumen rates areconsidered to arrive at rates)






16 Providing and laying bituminous concrete usingcrushed aggregates of Grading-1, premixed withbituminous binder at 5.20 percent by weight of totalmix and filler, transported to site with VehicleTracking System, laid over a previously preparedsurface, finished to the required grade, level,alignment and rolling to achieve the desiredcompaction for 50 mm compacted thickness withVG-30 Bitumen, excluding prime/tack coat. UsingBatch mix type hot mix plant with SCADA, SensorPaver, Vibratory Roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive atrates)



17 Providing and laying Cast in situ/Ready Mix cementconcrete in M-15 of trap/ granite/quartzite/ gneissmetal for foundation and bedding including bailingout water, Steel centering, formwork,laying/pumping, compacting, roughening them ifspecial finish is to be provided, finishing if requiredand curing complete, with fully automatic microprocessor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mixplant (Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade)

24.01 Bd.E.1 Bd.E.1 & Asdirected by Engineerin charge. AlsoIntelligent curingsystem shall beemployed

18 Providing and laying in situ/ ready mix M-20 RCCof trap metal for RCC work of ballast walls andkerbs including scaffolding, compaction, formworkfinishing and curing etc. complete, excludingreinforcement, with fully automatic micro processorbased PLC with SCADA enabled concrete batchmix plant/ pan mixer and fine agreegates ofrequired specifications (Natural sand / VSI sandfinely washed etc.)

14.44 BR-50B-7 BR-50B-7 & Asdirected by Engineerin charge.

19 Providing and laying in situ/ ready mix M-20controlled cement concrete of trap/ granite/quartzite/ gneiss metal for RCC work in solid/ deckslab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plasterexcluding reinforcement etc. complete for height upto 4 meter with fully automatic micro processorbased PLC with SCADA enabled reversible drumtype mixer/ concrete batch mix plant (pan mixer)and fine agreegates of required specifications(Natural sand / VSI sand finely washed etc.)

14.07 BR-38(a)BR-7

BR-38(a)BR-7& Asdirected by Engineerin charge. AlsoIntelligent curingsystem shall beemployed




20 Providing cast in situ / ready mix M-20 gradecement concrete for head walls of CD work /retaining walls etc. including necessary form work,compaction, finishing and curing etc. complete.(with reversible drum type mixer/ concrete batchmix plant (pan mixer) with SCADA with Natural /VSI standard Artificial Sand

11.29 CD-8 CD-8 & Asdirected by Engineerin charge. AlsoIntelligent curingsystem shall beemployed

21 Providing, cutting, bending, hooking, tying andlaying in position TMT FE 500 steel bars forreinforcement for all RCC works as per detaileddrawings etc. complete.

14.01 BR-35 BR-35 & Asdirected by Engineerin charge.and percentageelongation shall at

22 Providing and fixing heavy duty inter lockingconcrete RUBBER MOULD GLOSSY PAVINGBLOCKS of 60 millimeter thickness of having astrength of 400 Kilogram/sq.m of approved qualityand shape on a bed of crushed sand of 25 to 30millimeter thick including striking joints andcleaning etc. complete. (using 100% crushed sand)

33.53 As directed by Engineer in

charge.

As directed by Engineer in charge.

23 Providing and laying concrete pipes of I.S.NP. classof 300mm diameter in proper line, level and slopeincluding necessary collars, excavation, laying,fixing with collars in cement mortar 1:1 and refillingthe trench complete.

42.09 Bd.V.41 Bd.V.41 & Asdirected by Engineerin charge.

24 Providing and laying cement concrete pipe of IS458:2003 NP-2 class of 450mm diameter in properline, level and slope including providing and fixingcollars in cement mortar 1:2 and curing etc.complete.

11.08 CD-7 CD-7 & Asdirected by Engineerin charge.

25 Providing and applying priming coat on concrete/masonary/ Asbestos Cement plastered surfacesincluding scaffolding if necessary, preparing thesurface by thoroughly cleaning oil, grease, dirt andother foreign matter and sand papering as requiredetc. complete.


charge.

As directed by Engineerin charge.

26 Providing and applying two coats (exterior quality)of flat oil paint of approved colour and shade to theplastered surface in buildings and workshopsincluding scaffolding if necessary, cleaning thesurface and preparing surface etc. complete.(excluding primer coat).

35.11 Bd.O.7 Bd.O.7 & Asdirected by Engineerin charge.




27 Providing and laying of hot applied thermoplasticcompound 2.50 milimetre thick includingreflectorizing glass beads at 250 grams per squaremetre area, thickness of 2.50 milimetre is exclusiveof surface applied glass beads as per Indian RoadCongress:35. The finished surface to be level,uniform and free from streaks and holes complete.

6.12a MORT&H 803.4

MORT&H 803.4 & Asdirected by Engineerin charge.

28 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 1.5mmaluminum sheet bonded with white retro reflectivesheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specifiedback ground, border and back side retoreflctive symbols,letters, numerals, arrow as per IRC:67-2012 Table No 8.3Supported with back support frame 25mm x 25mm x3mm, duly painted on back side with grey stove enamelpaint and supported on one Number of M. S. angle ironpost of size 65 mm X 65 mm X 6 mm, 3.45 m long, dulypainted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc;fixing the boards in M25 grade concrete block of size60cm X 60cm X 75cm including transportation etc;complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheetingand cut-out durable transparent overlay film and thiswarranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.

6.29a MORT&H 801


29 Providing and fixing of retro-reflectorised informatorysign board Rectangular/ Square in shape having areagreater than 0.9 square metre made out of 2 mm.aluminum sheet bonded with white retro reflectivesheeting bonded with white retro reflective sheeting ofClass B (Type IV High intensity micro-prismatic gradesheeting-HIP) having pressure sensitive/ heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrowas per IRC:67-2012, Table No 8.3, supported with backsupport frame 25mm x 25mm x 3mm, duly painted onback side with two coats of grey stove enamel paint andsupported on one number of M.S. angle iron post of size75 mm. X 75 mm. X 6 mm., 3.5 m. long, firmly fixed tothe ground by means of properly designed foundationwith M-25 grade cement concrete 45 cm. x 45 cm. x 60cm., 60 cm. below ground level as per approved drawingThe angle iron post shall be duly painted with one coat ofepoxy primer and two coats of epoxy finish paint havingalternate black and white bands of 25 cm. width includingG.I. fixures and transportation etc.complete.

6.34a MORT&H 801





30 Providing and laying cement concrete pipe of I.S.458:2003 non pressure-3 class of 600 milimetrediameter in proper line, level and slope includingproviding and fixing collars in cement mortar 1:2complete.


31 Providing and laying cement concrete pipe of I.S.458:2003 non pressure-3 class of 900 milimetrediameter in proper line, level and slope includingproviding and fixing collars in cement mortar 1:2complete.


32 Construction of granular sub-base by providingclose graded material, spreading in uniform layerswith motor grader/ Paver on prepared surface,mixing by mix in place method with rotavator atOMC, and compacting with vibratory roller toachieve the desired density, complete as per clause401 -- By Mix in Place Method and Grading - IIMaterial.

RA As directed by Engineer in

charge.


33 Wet Mix Macadam -- Providing, laying, spreadingand compacting graded stone aggregate to wet mixmacadam specification including premixing theMaterial with water at OMC in mechanical mix plantcarriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base courseon well prepared surface and compacting withvibratory roller to achieve the desired density.Laying By Grader/Paver.

RA As directed by Engineer in

charge.


34 Providing & laying square/ rectangular type precastconcrete inspection chamber frame & cover ofspecified diameter & thickness (Of Size 0.9m x 0.9m– heavy duty)

PMC Drainage SSR-19-20, Item

No.-3-7-2-

As directed by Engineer in

charge.





Item No. Item of Work

SSR Item No

Ref No Unit Additional Specification

1

Providing and fixing 1st class white glazedearthenware Orissa Type W.C. Pan 580 mm diaincluding P or S trap cast iron soil and vent pipeupto the outside face of the wall (1:5:1 0)cement concrete bedding 15 mm thick, 10 literP.V.C. flushing cistern with all necessary pipeconnection etc. complete. Spec : As directed byEngineer In Charge

42.33 BDV No As directed by Engineer In-charge

2

Providing and fixing White glazed earthenwareWash Hand Basin of 55 x 40 cm size withbottle trap including cold water piller taps,brackets, rubber plugs and brass chain, stoptap, chromium plate bottle trap and necessarypipe connections including UPAC waste pipeand trap upto the outside face of the wall,making good the damaged surface, testing etc.complete. BRAND - HINDWARE/ JOHNSON/PARRYWARE/ VIENA/ AMERICANSTANDARD


3

providing and fixing stainless steel sink of size600*510*200 mm of Nirali or equivalent makeincluding coupling , outlet, pipe, elbow and othernecessary fittings, finishings etc. complete.Spec No.: as directed by Engineer in charge.

42.78 BDV -4 No As directed by Engineer In-charge

4

providing and fixing C.P Angular stop clock withwall flange jaquar make continental ( CAT .NO .CON-059) including necessary sockets / unionnut etc. complete. Spec No.: as directed byEngineer in charge.


5

providing and fixing C.P BIB cock with wallflange jaquar or equivalent make continental (CAT .NO . CON-047) including necessarysockets / union nut etc. complete. Spec No.: asdirected by Engineer in charge.


6

Providing and fixing C.P. Two way BIB cockjaquar make or equivalent continental (CAT.NO.CON-041) including necessary sockets/unionnut etc. complete.


Internal , External Water Supply and Draiange System 1st Slab to Parking Level

Schedule C




7

providing & fixing,screw down 15 mm diawheeled stop tap of brass including necessarysocket,union nut complete. Spec.No;BD.v.9page No. 555

41.43

Bd.V.9 Page

Number 555

No As directed by Engineer In-charge

do -- 20mm

41.44

Bd.V.9 Page

Number 555


do -- 25mm

41.45

Bd.V.9 Page

Number 555


do -- 50mm

41.48

Bd.V.9 Page

Number 555


do -- 65mm

41.48

Bd.V.9 Page

Number 555


do -- 80mm

41.48

Bd.V.9 Page

Number 555


As directed by Engineer In-charge

8

providing & fixing,screw down 15 mm dia NRVof brass including necessary socket,union nutcomplete. No As directed by

Engineer In-charge

do -- 25mmNo As directed by

Engineer In-charge


Engineer In-charge


Engineer In-charge


Engineer In-charge

9

Providing and fixing on walls /ceiling /floor25mm dia. CPVC pipe with necessary fittings,remaking good the demolished portion etc.complete. Including removing existing pipeline ifnecessary and conveying and stacking thesame in PWD chowky or as directed etc.complete.

42.57 BDV5 RMT As directed by Engineer In-charge




10

Providing and fixing on walls /ceiling /floor50mm dia. CPVC pipe with necessary fittings,remaking good the demolished portion etc.complete.


As directed by Engineer In charge

11

Providing and fixing on walls/ ceiling/ floors, 65mm dia. heavy grade having embossed as ISIMark galvanised iron pipes weight of 10.15Kg/meter with necessary fittings. and remakinggood the demolished portion and applyingprimer of anticorrosive oil paint 2 coatsIncluding necessary scaffolding and removingexisting pipe line if necessary and conveyingand stacking the same in PWD chowky or asdirected etc.complete. OHT FILLING


12

Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged jointexcluding coupler/specials, includingtransportation and freight charges, inspectioncharges, loading / unloading charges,conveyance to the departmental stores &stacking the same in closed shade dulyprotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest ISSpecifications Also HDPE pipes upto 110 mmDia shall be in coil form10 Kg/Sq. cm : 110 mm Dia Flushing Line

MJP - RMT As directed by Engineer In-charge


13Providing and fixing 10 centimeter PVC nahanitrap with grating etc. complete. 42.67 BDV 32 No As directed by

Engineer In-charge


14


42.51 BDV RMT As directed by Engineer In-charge




15



17

Providing and fixing 75 mm diameter stabiliserpipe/ P.V.C. soil vent/ waste pipe and withnecessary fixtuers and fiting such as bends,tees, single junctions slotted vent, clamps etc.complete. ( Rain water pipe indivisual Terraces)


18

Providing and laying concrete pipes of I.S. NP. class of 300mm diameter in properline, level and slope includingnecessary collars, excavation, laying,fixing with collars in cement mortar1:1 and refilling the trench complete. 42.09 BDV -41 RMT As directed by

Engineer In-charge


19

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

11.08 CD- 7 RMT As directed by Engineer In-charge

20Providing and laying cement concrete pipe ofIS 458:2003 NP-3 class of 600 mm diameter inproper line, level and slope etc. complete.

11.14 CD- 7 RMT As directed by Engineer In-charge


21

Providing and constructing BrickMasonryInspection Chamber 90cm x 45cm With R .C.C.raft in B.C.soil are in cluding cost ofreinforcement,1:2:4 cement concrete channelshalf round G.S.W.pipes,BrickMasonry,plasteringfrom In side etc complete






22

Providing and constructing Brick Masonry roundman hole inspection trap Chamber 90 cmcluding1:4:8 C.C foundation,1:2:4 C.C.channels/ half round glazed stoneware pipechannel,salt glazed stone ware intercepting trapwith rodding pipeset in1:4:8cement concreteblock,brick masonry plastering in side andOutside ,fixed incement concrete withR.C.C.Cover medium duty 140 Kilogram. etccomplete ( ROUND CHAMBER ) depth up to 3m height .



23

g gconstructing recharge pit of 2.0m deep and1.0m dia of pre-cast RCC rings with 6.5" dia x25m deep borewell at the floor of recharge pitincluding installation of combination ofsolid/perforated PVC casing pipe wrappedaround with netlon mesh including 300mmthick sidefilling around outside of RCC rings(annular space) with 40mm size bouldersincluding filling of recharge pit up to 0.5mdepth with 25-75mm clean washed gravels frombottom up followed by 0.5m depth of 10-25mmof clean washed stones followed by 0.5m ofwashed river fine aggregate (naturalsand/crushed sand VSI grade finely washedetc.) including netlon mesh between eachgravel/fine aggregate (natural sand/crushedsand VSI grade finely washed etc.) media layerincluding covering with RCC slab, manholeframe & cover, PVC rungs, PVC end-caps,fittings etc. including arrangement for inlet &outlet pipe excavation & backfilling as shownin the drawing.The rate shall be inclusive of alllabour, material, wastage, scaffolding,transportation, taxes, including all leads, lifts atall levels. All material should be of approvedmake. All works complete as per the drawing,technical specification and direction of theEngineer in charge.

48.47 RWH No As directed by Engineer In-charge




24

Supplying, assembling, lowering and fixing invertical position in bore well, unplasticizedPVC medium well-casing pipe of 150mm dia,conforming to IS:12818, including required hireand labour charges, fittings & accessories etc.all complete, for all depths, as per the directionof Engineer in charge.

48.49 RWH Rmt As directed by Engineer In-charge


25

Supplying, filling, spreading & leveling stoneboulders of size range 5cm to 20cm in rechargepit, in the required thickness, for all leads &lifts, all complete as per the direction ofEngineer-in-charge.

48.51 RWH Cum As directed by Engineer In-charge


26

Supplying, filling, spreading & leveling gravelsof size range 5mm to 10mm, in the recharge pit,over the existing layer of boulders, in requiredthickness, for all leads & lifts, all complete asper direction of Engineer-incharge.



27

Supplying, filling, spreading & leveling coarsefine aggregate (natural sand/crushed sand VSIgrade finely washed etc.) of size range 1.5mmto 2mm in recharge pit, in required thicknessover gravel layer, for all leads & lifts, allcomplete as per direction of Engineer in charge






28

Gravel packing in tubewell construction inaccordance with IS:4097, including providinggravel: fine/ medium/ coarse, in requiredgrading & sizes as per the actual requirement,all complete as per direction of Engineer incharge



29

Providing D.I. pipes (push on joints pressurepipes of D. I. of following class and diametersconfirming to the I. S. specification inclusivecost of jointing materials (Rubber gasket ofEPDM Quality ) excluding GST levied by GOI& GOM in all respect including Third partyinspection charges of TPI Agency approved byMJP including Transit insurance, RailwayFreight, Unloading from railway wagon,Loading into Truck, Transportation todepartmental store, unloading, stacking etc.completed as directed by Engineer in charges(IS 1536/2001 for pipes and IS 158/1969 and IS12820/1989 or latest edi-tion/revision withamendments for Rubber Gaskets.

MJP As directed by Engineer In-charge

(IS:8329-2000 Latest Version) D. I. K-7As directed by Engineer In-charge

i) 100mm Rmt As directed by

Engineer In-charge

ii) 150 mmRMT As directed by

Engineer In-charge

iii) 200 mm RMT As directed by

Engineer In-charge

iv) 250 mm RMT As directed by

Engineer In-charge

v) 300mm RMT As directed by

Engineer In-charge




30

Providing double flanged Sluice Valvesconforming to IS- 2906 / 14846 including wormgear arrangements as per test pressure, stainlesssteel spindle, caps, including all taxes,transportation, etc. complete.


A Sluice Valve PN-1.0 (without bypass arrangement)



iv) 100 mm No As directed by

Engineer In-charge

v) 125 mm No As directed by

Engineer In-charge

vi) 150 mm No As directed by

Engineer In-charge

vii) 200 mm No As directed by

Engineer In-charge

250mm




31 No As directed by Engineer In-charge




The Moving Media Bio Reactor Technology is a advancedbiologicaltreatment process which has a combination of activatedsludge processand attached growth process. The bio reactor has lotof packing materialcalled carrier media in suspension and provides alarge surface area for microorganisms to grow and degrade theorganic matter in aerobic condition. Dueto the use of carrier media,the higher concentration of bio mass is developedwhich helps toreduce the basin size, accept higher loading rates and takeshockloads.

MMBR STP (Includes planning, designing, executing, installing,commissioning with 5 years comprehensive annual maintenancewith all civil, mechanical, electrical, electronic andinstrumentation requirements)

Specifications and terms for MMBR STP in Housing Project under Phase II by PCNTDA in Sector 12 PROCESS DESCRIPTION – MOVING MEDIA BIO REACTORTECHNOLOGY


















6 Higher efficiencies in pollutant removal7 Effective removal of nitrates and phosphates8 Quick retrieval of system after shutdown / power failure.

The MMBR / FAB Technology has following advantages overConventionalSystems like :1 Low on civil works2 Low space requirement3 Low on operating cost due to higher Oxygen Transfer Efficiency.4 Low on maintenance cost5 Easy to operate with semi-skilled manpower

The sewage after screening and grit removal flows by gravity into theBIOREACTOR wherein the attached growth, aerobic microbes willutilizepollutant in presence of oxygen thereby, further reducing BOD.The air requiredwill be provided through coarse bubble air diffusersprovided on the aerationgrid at the bottom of reactor and usingpositive displacement, twin lobe, roottype air blower for supply ofoxygen. The PP media is provided in the aeration tank to allow theaerobicmicrobes to grow and get attached. This media remains influid state in theaeration tank thereby keeping large number ofmicrobial colonies moving inthe tank and provide high concentrationof bio mass available at all the time. Themicrobes get exposed to biodegradable organics in presence of oxygen andconvert it into cellbiomass, water molecule and carbon-dioxide. Themicrobial colonygrows on plastic media. The excess bio mass getssloughed and moveswith treated water into subsequent unit. This sloughingaction is acontinuous process and the microbes keep on growing andsloughing.This is a very fast process and hence system becomes self-sustaining.The dead bio mass generated will be separated in theCLARISETTLERTANK wherein tube media is provided for providingadditional surface area for settlement of bio mass and therebyreducing the space requirement. The solid-liquid separation isachieved in this tank and clear supernatant will flow by gravity. The treated wastewater will be disinfected with Chlorine andallowed toreact in CHLORINE CONTACT TANK prior to suitabledisposal.A typical sketch of bio reactor showing various components is givenbelow.



















As directed by Engineer In-charge MPN < 1000 per 100 ML

Treated Sewage Quality pH 6.5 - 8.5 Total Suspended Solids < 30 mg/l BOD < 20 mg/l COD < 100 mg/l Oil & Grease < 10 mg/l

Total Suspended Solids 210 mg/l BOD 5 days at 20º C 170 mg/l COD 340 mg/l Oil & Grease 30 mg/l MPN 106 to 107 per 100 ML

SPECIFICATIONS OF SEWAGETREATMENT SCHEME Raw Sewage Characteristics Temperature Ambientph 7.0 - 8.0






Sr. No.Parameters units

As directed by Engineer In-charge1 pH ---- As directed by Engineer In-charge2 COD mg/L As directed by Engineer In-charge3 BOD (3 days @ 27o C)

mg/LAs directed by Engineer In-charge

4 Suspended Solids mg/LAs directed by Engineer In-charge5 Total Nitrogen mg /LAs directed by Engineer In-charge6 Ammonical Nitrogen as Nitrogen

mg/LAs directed by Engineer In-charge

7 Total Phosphate mg/LAs directed by Engineer In-charge8 Fecal Coliform MPN / 100ml As directed by Engineer In-charge

Moving Media Bio Reactor (MMBR) / FAB (Fluidised Aerated Bed)ProcessDesigning, providing, constructing, hydraulic testing,commissioning andgiving satisfactory trials of STP consisting of inletchamber, screenchamber, grit separator, MMBR / FAB (based ontechnologies providingattached growth on plastic meddi keptsuspended in the waste water due tolow density of plastic andprovided with compressed air for aeration with veryhigh MLSS ofgreater than 15,000 mg/lit.) tank, secondary clari settler,sludgesump, sludge thickener, chlorine contact tank, chlorinatorroom/shed, sludge centrifuge, associated piping work with requiredvalves, gates, drains, pathways, administration block cum laboratory,laboratory equipments,spare parts for 2 years of operation, etc.complete as turnkey job with allinvolved civil, electrical andmechanical works inclusive of following items, unitsas per detailedspecifications for civil, electrical and mechanical componentswith allduties and taxes, etc. complete. Treated sewage can be usedforflushing, irrigation, horticulture purposes.OUTLET WATER QUALITY (as per prevailing EC norms)







As directed by Engineer In-chargeAs directed by Engineer In-charge






Designing, providing and constructing in RCC (M-25)biological reactor tank forremoval of BOD along with nutrientremoval to handle the average flow andhaving hydraulicssuitable to handle peak flow conditions with suitable 1.2mwide walkway, expansion joints as required, includingfoundation, etcas per specifications. The tank shall beequipped with inlet and outletarrangement, air blowers forsupply of air, coarse bubble diffusers andaeration grid in SS304, PP carrier bio media, etc. FB of 0.5 m and SWD asrequiredshould be complete as per detailed specifications.

2. Screen ChamberDesigning, providing, constructing, testing and commissioningof screenchamber, designed for peak flow in RCC (M-25),including walkway 1.2 mwide with GI pipe.3. Grit SeparatorDesigning, providing and constructing detritor type gritremoval mechanism inRCC (M-25) capable of removing 100%0.2 mm size particle and above, havingspecific gravity 2.30designed for peak flow with suitable arrangementofseparation of grit from putrescible solids includingproviding and makingnecessary arrangements of Jb-1. Inletand outlet channels of required sizes asmake be required toconnect the flow to connecting unit, etc. completeincludinghydraulic testing for watertightness of structurehaving minimum FB of 0.3 m,washout arrangement to gritchamber and platform 1.2 m wide RCC walkwaywith GI pipehandling shall be provided. A pit for collecting grit conveyedbyconveyor shall be provided. It should be suitable to handlethe grit for carting. Allarrangements shall be as detailedspecifications and as directed.

4. MMBR / FAB Tank

FOLLOWING UNITS ARE INCLUDED

1. Inlet ChamberDesigning, providing and constructing RCC (M-25) inletchamber designed forthe peak flow including necessaryexcavation in all types of strataincluding walkway all aroundthe periphery. Each compartment will haveCI gates withextension rod, head stock, operating wheels, GI pipe railing,etc.The work includes providing and making necessaryarrangements toconnect the flow to screen chamber byapproach channel as directed and as per specifications.










As directed by Engineer In-chargeAs directed by Engineer In-chargeAs directed by Engineer In-charge







To reduce the plan area of settling tank, tube modules areplaced in this tank to increase the settling area of the tank. Disinfection : Supernatant from Tube settler, flow by gravityto the chlorine contact tank. To disinfect the harmful bacteria

Secondary TreatmentBiological Treatment : This is the main section of the plantwhere degradation of organic pollutants with the help ofaerobic micro-organism takes place. To provide highersurface area for micro-organism, floating media is provided.On which micro-organism growth takes place. This makesbioreactor is of hybrid concept in which both suspendedgrowth as well as attached growth principal for micro-organism is achieved. Due to higher population of micro-organism, effective volume of bioreactor reduced drasticallyas compared to conventional aeration tanks.To maintain the aerobic condition in the bioreactor, air supply Tube Settler : Gravity overflow from the bioreactor iscollected in the tube settler tank. In this settling tank,

To have eco-friendly & natural treatment, this plant isdesigned based on the biological treatment concept. Thismeans naturally occurring microbes (which are present in Equalization : To absorb variation in quantity and quality ofsewage and to provide uniform flow at the downstreamtreatment process, a collection or equalization tank isprovided. This will avoid shock loading and process upsets ofthe treatment plant. To avoid settling of suspended solids inthis tank continues air agitation is provided.If at site, septic tank is provided then collection tank as well as air agitation is not required.

















As directed by Engineer In-chargeAs directed by Engineer In-chargeAs directed by Engineer In-charge



- Due to media technology, foot print area required for theplant is very less.- Due to smaller unit sizes, civil construction cost & overallproject cost is very less- Due to efficient aeration system, electrical powerrequirement is very low.- Due to user friendly equipment, plant maintenance is veryless.- Due to inbuilt automation, plant machinery life is high &ensures trouble free operation. All process rotatingelectromechanical equipments are provided with standbyequipment to ensure the uninterrupted operation.- Due to effective after sales service from our qualified staff,maintenance issues to the owner are less.

- Being a water recycling & conservation system,l bl h d b f fAbove all, we will be ensuring safe & hygienic environment toour society.Advantages of treatment schemeThis plant will produce the treated water which can berecycled back. This plant is based on biological principle hence

If sewage treated & operated properly this sewage treatmentplant will give enormous benefits such as- It will avoid the water pollution- It will help us to give hygienic surrounding- After required treatment, treated water can reduce your 60-70 % fresh water requirement, which otherwise we use fortoilet flushing, gardening, construction etc. Thus we can save alot on water expenditure as well as provide us a remedy onpresent water crises.

Sludge disposal system: Settled sludge from tube settler willbe removed bypumping to the sludge thickener and fromthere it will go to centrifuge to dewater the sludge and use drysludge as manure.VOLUME-II PCNTDA






As directed by Engineer In-chargeNo. of units As directed by Engineer In-chargeMOC As directed by Engineer In-chargeType As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity of pumps As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeTypeAs directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeType As directed by Engineer In-charge

AUTO MECHANICAL SCREEN 1 No 90 m3/hr

Rotary/ Rake

BarSEWAGE TRANSFER PUMP 3 No (3W+1SB)

45 m3/hr @ 10 m headSelf-Priming, centrifugal, Non-clog, submersible CI with SS Grinder

LEVEL OF AUTOMATION:The plant is designed based on moving media aerobic processwhich needs no skilled manpower. The operations involvedare ON / OFF of the pumps and air blower, sludge drain. Theseoperations can be done by the security or gardener. Thepumps are provided with level switch for ON /OFF based onPLC Program & the tank water level and to avoid dry run andmechanical damage. This is SEMI-AUTOMATIC1) BAR SCREEN 2 No

SS304




Motor with Gear Box As directed by Engineer In-chargeDutyAs directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity of pumps As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeTypeAs directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeAgitator As directed by Engineer In-chargeType As directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeAir Blower Type As directed by Engineer In-chargeDuty As directed by Engineer In-chargeMOC As directed by Engineer In-chargeAcoustic hood/Canopy As directed by Engineer In-charge

850 m3/hr air flow @ 0.5 Kg/cm2Twin Lobe, Root BlowerAir supply to AT, ET, TWTCI3 nos

ANOXIC RECICULATION MIXER

2 No.Vertical mounted/submersibleSS304

AIR BLOWER WITH MOTOR

3 No (2W + 1SB)

SS 304ANOXIC RECIRCULATION TRANSFER PUMP

3 No (2W+1SB)45 m3/hr @ 10 m headSelf-Priming, Centrifugal, Non-clogCI

1 No.For removal of Suspended particles




As directed by Engineer In-chargeAir Grid As directed by Engineer In-chargeMOC As directed by Engineer In-chargeValves As directed by Engineer In-chargeType As directed by Engineer In-charge

As directed by Engineer In-chargelocation As directed by Engineer In-chargeMOC As directed by Engineer In-chargeCoarse bubbling As directed by Engineer In-charge


As directed by Engineer In-chargeQuantity As directed by Engineer In-charge

As directed by Engineer In-chargeShape As directed by Engineer In-chargeSurface Area As directed by Engineer In-chargeMOC As directed by Engineer In-chargeBOD loading rate As directed by Engineer In-chargeQuantity As directed by Engineer In-charge

As directed by Engineer In-chargeCLARISETTLER- (TUBE SETTLER)

MEDIA FOR BIOREACTOR (MMBR/FAB) Cylindrical400 m2/m3

PP15-20 gm of BOD/m2 of area 120 m3 for both tanks

Main Header in SS16Lateral 40 mm with 3 mm Duty Uniform air distribution & oxygenTransfer1 Lot as per design

1 lotSS 304 1 set

Ball, ButterflyAIR SPARGER SYSTEM For AT

AIR GRID WITH AIR BLOWER PIPING




Quantity As directed by Engineer In-chargeFlow rate As directed by Engineer In-chargeLoading Rate As directed by Engineer In-chargeHeight As directed by Engineer In-chargeCollection troughs As directed by Engineer In-chargeTube Settling media As directed by Engineer In-chargeMOC As directed by Engineer In-chargeType As directed by Engineer In-chargeAngle As directed by Engineer In-chargeAccessories As directed by Engineer In-chargeQuantity of Tube media As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity of pumps As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeType As directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity of pumps As directed by Engineer In-chargeDosing pump As directed by Engineer In-chargeCapacity As directed by Engineer In-charge

2 No (1W+1SB).Electronic solenoid operated0-10 lit/hr @ 3 kg/cm2

SLUDGE PUMP 3 No (2W+1Stored SB)15 m3/hr @ 10 m headSelf-Priming, centrifugal, Non-lCICHLORINE DOSING SYSTEM

1 setPVC

55X55 sq tube60 deg1 set

70 m2 for both tanks

2 set 2 X 45 m3/hr

1.2 to 1.5 m/hr3 m 1 set




Solution tank As directed by Engineer In-chargeMOC As directed by Engineer In-chargeCapacity As directed by Engineer In-charge

As directed by Engineer In-chargeQuantity of pumps As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeType As directed by Engineer In-chargeDutyAs directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeNo. of Units As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeMaterial of Construction As directed by Engineer In-chargeVessel Make As directed by Engineer In-chargeDiameter As directed by Engineer In-chargeHeight on straight As directed by Engineer In-chargePipe line size As directed by Engineer In-chargeMOC of frontal As directed by Engineer In-chargeOperating/Working Pressure As directed by Engineer In-chargeDesign Pressure As directed by Engineer In-charge

2000 mm150 NBMSEP

2.0 Kg/cm25 kg/cm2

PRESSURE SAND FILTER 1 No 85 m3/hr

MSEPAs approved by Employer2600 mm

FILTER FEED PUMP 2 No (1W+1SB)85 m3/hr @ 28 h dCentrifugalTo pump water from IST to filterCI

1 no.LDPE

200 liter




Design Temperature As directed by Engineer In-chargeFilter mediaAs directed by Engineer In-chargeMedia Quantity As directed by Engineer In-chargeValve Type As directed by Engineer In-chargeValve size As directed by Engineer In-chargeOperation As directed by Engineer In-charge

As directed by Engineer In-chargeNo. of Units As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeMaterial of Construction As directed by Engineer In-chargeVessel Make As directed by Engineer In-chargeDiameter As directed by Engineer In-chargeHeight on straight As directed by Engineer In-chargePipe line size As directed by Engineer In-chargeMOC of frontal As directed by Engineer In-chargeOperating/Working Pressure As directed by Engineer In-chargeDesign Pressure As directed by Engineer In-chargeDesign Temperature As directed by Engineer In-chargeFilter mediaAs directed by Engineer In-charge

150 NBMSEP

2.0 Kg/cm25 kg/cm250 Deg C

Fine sand, gravels & pebbles + carbon

1 No 85 m3/hr

MSEPAs approved by Employer2600 mm

2000 mm

Fine sand, gravels & pebbles 1 lotButterfly Valve

150 NBManual

ACTIVATED CARBON FILTER

50 Deg CVOLUME-II PCNTDA



Media Quantity As directed by Engineer In-chargeValve Type As directed by Engineer In-chargeValve size As directed by Engineer In-chargeOperation As directed by Engineer In-charge

As directed by Engineer In-charge Capacity As directed by Engineer In-chargeNo of unit As directed by Engineer In-chargeAccessoriesAs directed by Engineer In-chargeQuantity As directed by Engineer In-chargeRecirculation pump As directed by Engineer In-chargeFlow rate As directed by Engineer In-chargeMOC As directed by Engineer In-charge


As directed by Engineer In-chargeCapacity As directed by Engineer In-chargeQuantity As directed by Engineer In-chargeType As directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeCENTRIFUGE

BASKET CENTRIFUGE FOR SLUDGE DEWATERINGCENTRIFUGE FEED PUMP

5 m3/hr @ 20 m head2 No (1W+1SB)Screw Pumps

CI with SS shaft

1 no With all required accessories 1 No.

2 no (1W+1SB)5 m3/hr SS304

1 lotButterfly Valve

150 NBManual

OZONATOR 420 gm/hr




Quantity As directed by Engineer In-chargeType As directed by Engineer In-chargeSize As directed by Engineer In-chargeMOC As directed by Engineer In-charge

As directed by Engineer In-chargeNo. of Quantity As directed by Engineer In-chargeMOC As directed by Engineer In-chargePiping Supports As directed by Engineer In-chargeMOC As directed by Engineer In-charge



As directed by Engineer In-chargePressure Gauges As directed by Engineer In-chargeSize As directed by Engineer In-chargeLocationAs directed by Engineer In-charge

Flow Meter As directed by Engineer In-chargeType As directed by Engineer In-charge

INSTRUMENTS

1 lot 4”, SS dial, glycerin filledall pump & blower discharge side and inlet, outlet of each 3 No

Electromagnetic

1 Lot as per requirement.UPVC Sch. 401 lot as required

MSEPAccessories Valves, bends, elbows, reducers, clamps, Fittings etc

1 NoBasket Centrifuge36”

MSNTERCONNECTING PIPING




Location As directed by Engineer In-charge

Level Switch As directed by Engineer In-chargeLocation As directed by Engineer In-charge

As directed by Engineer In-chargeNo. of Unit As directed by Engineer In-chargeMOC As directed by Engineer In-chargeType As directed by Engineer In-chargePLC with HMI As directed by Engineer In-chargeOn/Off/Trip Indication As directed by Engineer In-chargeCabling As directed by Engineer In-chargeType As directed by Engineer In-chargeEntry As directed by Engineer In-chargeCable Tray & cable Supports As directed by Engineer In-chargeMimic Display As directed by Engineer In-chargeEnergy Meter As directed by Engineer In-chargeLPBS As directed by Engineer In-charge


Bar Screen Chamber As directed by Engineer In-charge

1set1 No.1 No.

1 set for all drivesCIVIL WORK – As per CPHEEO

6.5 m3 effective + FB

Compartmentalized1 No1 lot as per requirement1 lot – within the battery limitArmored

Bottom

2 nos Sewage transfer pump outlets and 1 no ACF outlet1 lot

At ET,TWT&CDTELECTRICAL SPECIFICATIONS

1 noMS Powder coated




Oil & Grease Chamber As directed by Engineer In-charge

Equalization tank As directed by Engineer In-charge

Anoxic tank – 2 nos. As directed by Engineer In-charge

Aeration/MMBR Tank – 2 nos. As directed by Engineer In-charge

Detention Chamber – 2 nos. As directed by Engineer In-charge

Tube Settler Tank – 2 nos. As directed by Engineer In-charge

Intermediate Storage Tank As directed by Engineer In-charge

Treated Water Tank As directed by Engineer In-charge

Sludge Holding Tank As directed by Engineer In-charge

Plinth / Foundations for Tertiary filtrationSystem & other equipment’s As directed by Engineer In-charge

Plant room / shedding for equipment As directed by Engineer In-charge

Excavation and refilling’s As directed by Engineer In-charge

Pipe line excavation As directed by Engineer In-charge

Boundary and fencing work 1f any As directed by Engineer In-charge


As directed by Engineer In-chargeCentrifugal Pumps As directed by Engineer In-charge

As directed by EmployerAs directed by EmployerAPPROVED MAKE LIST

Mechanical Equipment

KBL/Process Pumps/ CRI/ CNP/ Si h/Sh k i/JP

100.0 m3 effective + FB250.0 m3 effective + FB50 m3 Effective + FBAs directed by EmployerAs directed by EmployerAs directed by Employer

10.0 m3 effective + FB616 m3 effective + FB58 m3 effective + FB230 m3 effective + FB15.0 m3 effective + FB120 m3 effective + FB




Dosing PumpsAs directed by Engineer In-charge


As directed by Engineer In-chargeAir Blower- Twin Lobe TypeAs directed by Engineer In-charge

Air Diffusers As directed by Engineer In-chargeMBBR Media As directed by Engineer In-chargeTube Media As directed by Engineer In-chargeLDPE Tanks As directed by Engineer In-chargeOil Skimmer As directed by Engineer In-chargeCentrifuge-Basket Type As directed by Engineer In-chargeOzonator As directed by Engineer In-chargeUPVC Pipe & Fittings As directed by Engineer In-chargeMS Pipe & Fittings As directed by Engineer In-chargeBall Valves As directed by Engineer In-chargeButterfly Valve-Metallic As directed by Engineer In-chargeButterfly Valve-PVC As directed by Engineer In-chargeGlobe Valve As directed by Engineer In-chargeDiaphragm Valve As directed by Engineer In-chargeGear box (for agitator) As directed by Engineer In-charge

Kavitsu/Bonfiglioli/Premium/Equiv

Jindal/Tata Steel/JSWIPT/Aira/Merck/CRI//Kaigo/EquivAira/Kaigo/Merck/CRI/Flowtech/IPT/Saad/ Ashirwad/Aira/Delvalve/EquivAira/Kaigo/Equiv

Floway/Kaigo/equiv

As approved by EmployerPerfect/Pixel/Reno/EquivUniversal/Potential/Skylark/ Veins Hydro/EquivB.AEngg/ACE/JM Industries/EquivEltech/Farraday/Ozonics/Universal/ EquivAstral/Ashirwad/Equiv

Motors Siemens/CGL/BBL/KEC/ABB/LHP/Marathon/WEG/Hindustan/EquivEverest/Usha/TMVT/KPT/Airvak/Akash/Kay/EquivScogen/Rehau/Kaigo/OTT/SSI/EquivPasco/Cooldeck/Superplast/Equiv

E-dose/Verito/Kaigo/EquivVOLUME-II PCNTDA



Planetary Gear Box As directed by Engineer In-charge

As directed by Engineer In-chargePressure Gauges As directed by Engineer In-chargeLevel Switches As directed by Engineer In-chargeFlow Transmitter (Emag) As directed by Engineer In-charge

As directed by Engineer In-chargeMCB As directed by Engineer In-chargeIndicator As directed by Engineer In-chargeSelector switch As directed by Engineer In-chargeContactor As directed by Engineer In-chargeCable As directed by Engineer In-chargeMCC & Instrument panel box As directed by Engineer In-chargePLC As directed by Engineer In-chargeRelay card As directed by Engineer In-chargeCable tray As directed by Engineer In-charge


As approved by EmployerDelta/Aster/ Schneider/ Siemens/ABBTrinity/Equivalent As approved by Employer

Design, Supply, supervision of Erection, Commissioning along with 5 years comprehensive O & M of Sewage treatment plants2000 KLD ( 2X1000 KLD)AS PER PREVAILING EC NORMS

Electrical

Schneider/Siemens/L&T/CNS/EquivTeknic/EquivTeknic/Equiv

Schneider/Siemens/L&T/EquivPolycab/Finolex/Equivalent

Kavitsu/Premium/Sumiko/EquivInstruments

Wika/Waree/GIC/BuaBlueseas/Aster/Pune Aster/Eureka/BR Instruments /Adept/Scientific




Measurable work in UGWT and Fire Water Tanks1 Excavation for foundation in earth, soil of all types, sand,

gravel and soft murum, including removing the excavatedmaterial up to a distance of 50 m beyond the building areaand stacking and spreading as directed, dewatering,preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc.complete. (Lift upto 1.5 m.)

Cubic Metre


2 Excavation for foundation in hard murum including removingthe excavated material up to a distance 50 metres, beyondthe building area and stacking and spreading as directed,dewatering, preparing the bed for the foundation andnecessary back filling, ramming, watering including shoringand strutting etc. complete. (Lift upto 1.5m.)

Cubic Metre


3 Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to a distance50 metres, beyond the building area and stacking andspreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, wateringincluding shoring and strutting etc. complete. (Lift from1.5m.to 3.0m)

Cubic Metre


4 Excavation for foundation in Hard rock by chiselling,wedging, line drilling, etc. including trimming and levellingthe bed, removing the excavated material upto a distance of50 metres beyond the building area stacking as directed,dewatering and back filling with available earth/ murumwatering, ramming etc. complete. (Lift upto 1.5 m).

Cubic Metre


5 Transportation of excavated material murum, earth for a lead of 500m. inclusive, from the site of excavation to the site of deposition as directed.

Cubic Metre



Schedule C - EWS A - UGWT

D.S.R.2020-21 Item No. 21.02

D.S.R.2020-21 Item No. 21.06

D.S.R.2020-21 Item No. 21.12

D.S.R.2020-21 Item No. 21.20

D.S.R.2020-21 Item No. C1 Statement

Item No. Item of Work Unit




6 Providing preconstructional antitermite treatment as per I.S.6313 (Part-II) by treating the bottom surface and sides ofexcavation at the rate of 5 litres of emulsion concentrate of1.0 percent of chlorophyrifos per square meter of surfacearea covering 10 years guarantee on bond paper.

Square Metre


7 Providing and laying Cast in situ/ Ready Mix cementconcrete in M-10 of trap/ granite/ quartzite/ gneiss metal forfoundation and bedding including bailing out water,formwork, laying/ pumping, compacting, roughening them ifspecial finish is to be provided, finishing if required andcuring complete, with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Typemixer/concrete Batch mix plant (Pan mixer) etc. complete.With V.S.I. quality Artificial Sand.

Cubic Metre


8 Providing and laying in situ/ Ready Mix cement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchions etc.including bailing out water, formwork, laying/ pumping coverblocks, compaction and curing roughening the surface ifspecial finish is to be provided, (Excluding reinforcementand structural steel) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with V.S.I. quality artificial Sand.

Cubic Metre


9 Providing and laying Cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneiss metal forR.C.C. Slabs and Landings as per detailed designs anddrawings including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if special finish is tobe provided and curing etc. complete, (Excludingreinforcement and structural steel) with fully automatic microprocessor based PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with natural sand/ V.S.I. quality Artificial Sand.

Cubic Metre


D.S.R.2020-21 Item No. 24.01

D.S.R.2020-21 Item No. 25.13

D.S.R.2020-21 Item No. 25.72

D.S.R.2020-21 Item No. 21.22




10 Providing and laying Cast in situ/ Ready Mix cementconcrete in M-25 of trap/ granite/ quartzite/ gneiss metal forR.C.C. Pardi of required thickness including centering,formwork, cover blocks, laying/ pumping, compacting,curing, finishing and roughening them if special finish is tobe provided and curing complete, (Excluding reinforcementand structural steel) with fully automatic micro processorbased PLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc. complete,with V.S.I. quality Artificial Sand.

Cubic Metre


11 Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pile caps,footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs, drawings andschedules, including cutting, bending, hooking the bars,binding with wires or tack welding and supporting asrequired complete.

Metric Tonne


12 Providing and applying water proofing treatment usingacrylic polymer modified cement based water proofingcoating with fibre glass mesh mixing at the rate of powder toliquid (2:1) by weight covering 9 to 10 sqm /kg with two coatusing Dr. Fixit or alike of chemicals for masonry andconcrete surface by brush covering 7 years guarantee onStamp Papers etc. complete.

Square Metre


13 Providing and fixing 20 to 25 mm thick rough shahabad boxtype waterproofing for basement or underground floor on abase of Cement concrete 1:3:6, including sub base of 2.50centimeter thick Cement mortar 1:3 with conceal, secrete(RMW), Algae proof or other alike waterproofing liquids,raking of joints upto 35 mm depth, filling the joints with 6 mmsize crushed metal, hand grouting with cement slurry, curingand cleaning, with 7 years guarantee on court fee stamp ofRs. 100/- with ponding test etc complete. (excluding Cementconcrete 1:3:6 base concrete )

Square Metre


13 Credit for Hard Rock reusing with 15% Bulkage Cubic Metre


D.S.R.2020-21 Item No. 31.12

D.S.R.2020-21 Item No. Sr.No16 Page No.413

D.S.R.2020-21 Item No. 26.19

D.S.R.2020-21 Item No. 26.33

D.S.R.2020-21 Item No. 31.09

Material Rate




14 Providing and laying cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneiss metal forR.C.C. columns as per detailed designs and drawing or asdirected including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces withcement mortar 1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if special finish is tobe provided and curing etc. complete, (Excludingreinforcement and structural steel) with fully automatic microprocessor based PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant (Pan mixer) etc.complete with V.S.I. quality Artificial Sand.

Cubic Metre


15 Providing and laying Cast in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneiss metal forR.C.C. Beams and Lintels as per detailed designs anddrawings or as directed including centering, formwork, coverblocks, laying/ pumping, compactionand roughening thesurface if special finish is to be provided and curing etc.complete. (Excluding reinforcement and structural steel),with fully automatic micro processor based PLC with SCADAenabled Reversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with V.S.I. quality ArtificialSand.

Cubic Metre


16 Providing and fixing 45 cm wide mild steel ladder of 40mm x6 mm mild steel flat stringers and steps of 18 mm dia. mildsteel bar for water tank ncluding fixing it in (1:2:4) M-15cement concrete block 60cm x 30cm x 30cm and paintingthe ladder complete. (Anti Corossive Paint)

Running Meter


17 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg

Number As directed by Engineer In-charge

D.S.R.2020-21 Item No. 25.33

D.S.R.2020-21 Item No. 41.56

D.S.R.2020-21 Item No. Sr.No317 Page No. 410

D.S.R.2020-21 Item No. 25.52




Sr. No.

Description of ItemSSR

Item No.Specification

No.Additional

Specifications1 Cutting down trees including trunks and branches

with girths above 30 cm. to 60 cm. and stacking thematerial neatly with all lifts and lead of 1000 m asdirected and earth filling in the depression/pit if any.









4 Clearing and grubbing road land includinguprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth up to 300 mm, removal ofstumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceablematerial to be used or auctioned up to a lead of 1000metres including removal and disposal of toporganic soil not exceeding 150 mm in thickness.


5 Removing lime or lean cement concrete includingstacking the spoils as directed with all leads, liftscomplete.


6 Dismantling brick masonry in lime or cement mortarand stacking the materials as directed with all leads,lifts, complete.


7 Dismantling the R.C.C. Work 1:2:4 and sorting outthe materials such as steel etc. as directed andstacking them within the specified lead as directed

l


8 Excavation for roadway in earth soil of all sorts,sand, gravel or soft murum including dressingsection to the required grade camber and side slopesand conveying the excavated materials with all liftsupto a lead of 50 m and spreading for embankmentor stacking as directed.



9 Excavation for roadway in hard murum and boulderincluding dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m.andspreading for embankment or stacking as directed.



Schedule - C : - Land Levelling, Driveways and Parking




10 Excavation for roadway in hard rock by wedgingand chiselling or line drilling including dressingsection to the required grade, camber and side slopesand conveying the excavated materials with all liftsupto a lead of 50 m and spreading for embankmentor stacking as directed.



11 Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30cm.breaking clods, dressing to the required lines,curves, grades and section, watering and compactingto not less than 97% of standard proctor density fora lead of 300m. to 500m. inclusive, from the site ofexcavation to the site of deposition as directed.



12 Providing earth work in embankment with approvedmaterials obtained from other sources including allleads, lifts, laying in layers of 20 centimetre to 30centimetre thickness breaking clods, dressing to therequired lines, curves, grades and section, wateringand compaction with vibratory roller with V-Satattachment to achieve not less than 97% of standardproctor density etc. complete.



13 Construction of granular sub-base by providingclose graded Material, mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader /Paver on prepared surface and compacting withvibratory roller to achieve the desired density,complete as per clause 401 -- Plant Mix Method andGrading - II Material



14 Construction of dry lean cement concrete Sub- baseover a prepared sub-grade with coarse and fineaggregate (Natural Sand/ VSI grade finely washedCrushed Sand) conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 milimetre,cement content not to be less than 150 kg/cum,optimum moisture content to be determined duringtrial length construction, concrete strength not to beless than 10 Mpa at 7 days, mixed in a batchingplant/ Weigh batch mixer, transported to site with allleads and lifts, laid with a paver with electronicsensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller,finishing and curing including preparation of sub-grade surface if required etc. complete.

5.13 MORT&H 601 MORT&H 601 & as directed by Engineer in charge.AlsoIntelligent curing system shall beemployed




15 Providing and laying in situ cement concrete M-30with tremix treatment for 200 milimetre thicknessfor Concrete Road including laying plastic sheet of125 micron with groove cutting of 4 milimetrewide and 20 milimetre deep, with necessaryrefilling with bitumen (excluding reinforcement)with course and fine agreegates (Natural sand/ VSIsand finely washed crushed sand) etc. complete.

5.22a MORT&H 602 MORT&H 602 & as directed by Engineer in charge.AlsoIntelligent curing system shall beemployed

16 Providing and fixing factory made Hydraulicallypressed Mechanically vibrated and compactedprecast inter locking cement concrete paving blocks100 milimetre thick in M-40 grade of approved sizeand shape for City streets, small /medium marketroads,low volume roads, utility cuts on arterial roadsetc. as specified and as per IS 15658:2006 includingcost of all materials, manufacturing, curing,transportation of blocks to work site includingloading, unloading and stacking as directed, layingpaving blocks in position over prepared bed ofnatural sand / crushed sand of 50 milimetrethickness including necessary excavation in allstratas, spreading blindge of fine sand over theprepared bed, compacting blocks by plate vibratoretc. complete.

5.21 IRC-SP-63 IRC-SP-63 & as directed by Engineer in charge.

17 Providing and laying of hot applied thermoplasticcompound 2.50 milimetre thick includingreflectorizing glass beads at 250 grams per squaremetre area, thickness of 2.50 milimetre is exclusiveof surface applied glass beads as per Indian RoadCongress:35. The finished surface to be level,uniform and free from streaks and holes complete.

6.12a MORTH 803.4 MORT&H 803.4 & as directed by Engineer in charge.

18 Transportation of excavated material for lead of500m inclusive of all lift from the site of excavationto the site of deposition as directed.

Statement C1

As directed byEngineer incharge.


19 Transportation of excavated material for lead of1000m inclusive of all lift from the site ofexcavation to the site of deposition as directed.

Statement C1

As directed byEngineer incharge.





Name of work :- PROJECT - 03 CONSTRUCTION OF AFFORDABLE HOUSING PROJECT 2751 EWS TYPE - A DWELLING UNIT IN SECTOR 12, OF

PCNTDA PHASE - II

1 Clearing grass and removal of rubbish up to adistance of 50 metre outside the periphery of thearea .

Square Metre As directed by Engineer In-charge

2 Cutting down trees including trunks and brancheswith girths above 60 cm. to 90 cm. and stackingthe material neatly with all lifts and lead of 1000 mas directed and earth filling in the depression/pit ifany.


3 Cutting down trees including trunks and brancheswith girths above 90 cm. to 180 cm. and stackingthe material neatly with all lifts and lead of 1000 mas directed and earth filling in the depression/pit ifany.


4 Excavation for foundation in earth, soil of alltypes, sand, gravel and soft murum, includingremoving the excavated material up to a distanceof 50 m beyond the building area and stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary back filling,ramming, watering including shoring and struttingetc. complete. (Lift upto 1.5 m.) by MechanicalMeans.

Cubic Metre As directed by Engineer In-charge


S.S.R.2020-21 Item No. 2.07

S.S.R.2020-21 Item No. 2.02

S.S.R.2020-21 Item No. 2.03

S.S.R.2020-21 Item No. 21.02

SUB ESTIMATE NO. II

SCHEDULE C - SUB WORK TRANSFORMER ROOM NO 01 SIZE 18 X 6.3 M (PLOT NO G2)

Item No.

Item of Work Unit




5 Excavation for foundation in hard murum andboulders including removing the excavatedmaterial up to a distance 50 metres, beyond thebuilding area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc.complete. (Lift upto 1.5 m) by Mechanical Means.


6 Excavation for foundation in Soft rock and oldcement or lime masonry foundations includingremoving the excavated material upto a distance of50 metres beyond the building area and stacking asdirected, including dewatering, preparing the bedfor the foundation and necessary back filling withavailable earth /murum, ramming, wateringincluding shoring and strutting etc. complete (liftupto 1.5 m) by Mechanical Means.


7 Excavation for foundation in Hard rock bychiselling, wedging, line drilling, etc. includingtrimming and levelling the bed, removing theexcavated material upto a distance of 50 metresbeyond the building area stacking as directed,dewatering and back filling with available earth/murum watering, ramming etc. complete. (Liftupto 1.5 m) by Mechanical Means.


8 Transporation of Excavated Material murrum,earth for a lead of 500m inciusive, from the site ofexcavation to the site of deposition as directed


9 Dewatering on BHP basis by using water pumpincluding diversion of stream, providingcofferdams, earthern bunds etc. as may benecessary for foundation and other parts of the theworks and pumping out water during and afterexcavation as may be required by using 5.0 to 9.0BHP pump etc. complete. (Prior approval ofSuperintending Engineer will be necessary)

Hour As directed by Engineer In-charge

S.S.R.2020-21 Item No. 12.23

S.S.R.2020-21 Item No. 21.10

S.S.R.2020-21 Item No. 21.14

S.S.R.2020-21 Item No. 21.20

S.S.R.2020-21 Item No. .




10 Providing preconstructional antitermite treatmentas per I.S. 6313 (Part-II) by treating the bottomsurface and sides of excavation at the rate of 5litres of emulsion concentrate of 1.0 percent ofchlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.


11 Providing preconstructional antitermite treatmentas per I.S. 6313 (Part-II) by treating the top surfaceof plinth filling at the rate of 5 litres of emulsionconcentrate at 1.0 percent of clorophyrifos persquare metre of surface area covering ten yearsguarantee on bond paper.


12 Filling in plinth and floors with approvedexcavated materials in 15 cm to 20 cm layersincluding watering & compaction complete.


13 Filling in plinth and floors with contractors soil.Sand or murum materials in 15 cm to 20 cm layersincluding watering & compaction complete.


14 Providing dry trap rubble stone soling 15cm to20cm thick including hand packing andcompacting complete.


S.S.R.2020-21 Item No. 21.22

S.S.R.2020-21 Item No.

S.S.R.2020-21 Item No. 21.36

S.S.R.2020-21 Item No. 21.37

S.S.R.2020-21 Item No. 21.38




15 Providing and laying Cast in situ/ Ready Mixcement concrete in M-15 of trap/ granite/ quartzite/gneiss metal for steps including steel centering,plywood/steel formwork, laying/ pumping,compacting, roughening them if special finish is tobe provided, finishing uneven and honeycombedsurface and curing etc. complete. The CementMortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Newly laidconcrete shall be covered by gunny bag, plastic,tarpaulin etc. (Wooden centering will not beallowed.),with fully automatic micro processorbased PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Pan mixer)etc. complete. With fine aggregate (Natural sand/Crushed sand V.S.I. Grade finely washed etc.)


16 Providing and laying in situ/ Ready Mix cementconcrete M-25 of trap/ granite/quartzite/ gneissmetal for R.C.C. work in foundations like raft,strip foundations, grillage and footings of R.C.C.columns and steel stanchions etc. including bailingout water, formwork, laying/ pumping coverblocks, compaction and curing roughening thesurface if special finish is to be provided,(Excluding reinforcement and structural steel) etc.complete, with fully automatic micro processorbased PLC with SCADA enabled Reversible DrumType mixer/ concrete Batch Mix plant (Pan mixer)etc. complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)


S.S.R.2020-21 Item No. 24.04

S.S.R.2020-21 Item No. 25.13




17 Providing and laying cast in situ/ Ready Mixcement concrete Mix-25 of trap/ granite/ quartzite/gneiss metal for Reinforced Cement Concretecolumns as per detailed designs and drawing or asdirected including centering, formwork, coverblocks, laying/ pumping, compaction finishing theformed surfaces with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is to beprovided and curing etc. complete, (Excludingreinforcement and structural steel) with fullyautomatic micro processor based ProgrammableLogic Controller with Superwisery Control andData Acquisitionenabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)

Cubic Metre As directed by

Engineer In-charge

18 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/gneiss metal for R.C.C. Beams and Lintels as perdetailed designs and drawings or as directedincluding centering, formwork, cover blocks,laying/ pumping, compactionand roughening thesurface if special finish is to be provided andcuring etc. complete. (Excluding reinforcementand structural steel), with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Grade finelywashed etc.)


S.S.R.2020-21 Item No. 25.33

S.S.R.2020-21 Item No. 25.52




19 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/gneiss metal for R.C.C. Beams and Lintels as perdetailed designs and drawings or as directedincluding centering, formwork, cover blocks,laying/ pumping, compactionand roughening thesurface if special finish is to be provided andcuring etc. complete. (Excluding reinforcementand structural steel), with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Grade finelywashed etc.)


20 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Slabs and Landings as perdetailed designs and drawings including centering,formwork, cover blocks, laying/ pumping,compactionfinishing the formed surfaces withcement mortar 1:3 of sufficient minimum thicknessto give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete, (Excluding reinforcement and structuralsteel) with fully automatic micro processor basedPLC with SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)


21 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/ quartzite/gneiss metal for R.C.C. Chajja as per detaileddesign and drawings including centering,formwork, cover blocks compacting , curing ,finishing and roughening the surface if specialfinish is to be provided and curing complete(Excluding reinforcement and structural steel),with fully automatic micro processor based PLCwith SCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)


S.S.R.2020-21 Item No. 26.07

S.S.R.2020-21 Item No. 25.52

S.S.R.2020-21 Item No. 25.72




22 Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/ quartzite/gneiss metal for R.C.C. Pardi of required thicknessincluding centering, formwork, cover blocks,laying/ pumping, compacting, curing, finishing androugheningthem if special finish is to be providedand curing complete, (Excluding reinforcementand structural steel) with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concrete Batch Mixplant (Pan mixer) etc. complete, with fineaggregate (Natural Sand/ Crushed Sand V.S.I.Grade finely washed etc.)


23 Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/ quartzite/gneiss metal for R.C.C. Coping to plinth or parapetand sill of doors and windows moulded as perdetailed drawings or chamfered as approved by theEngineer including centering, formwork, coverblocks, laying/ pumping, compacting , curing ,finishing and roughening them if special finish isto be provided and curing complete. (Excludingreinforcement and structural steel), with fullyautomatic micro processor based PLC withSCADA enabled Reversible Drum Type mixer/concrete Batch Mix plant (Pan mixer) etc.complete, with fine aggregate (Natural Sand/Crushed Sand V.S.I. Grade finely washed etc.)


24 Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules, including cutting,bending, hooking the bars, binding with wires ortack welding and supporting as required complete.

Metric Tonne


S.S.R.2020-21 Item No. 26.17

S.S.R.2020-21 Item No. 26.23

S.S.R.2020-21 Item No. 26.33




25 Providing and fixing in position factory made boxtype fully glazed window consisting of cold rolledsection of 105 mm. x 60 mm. x 1.25 mm. thickframe section filled with cement concrete (1:2:4)and steel section F-4B as per detailed drawing anddesign including mild steel 12 mm. square bars at10cm center to center, required F-7B section,section T-6, section for shutter frame (Louveredclips in case of Louvered window portion) and 3mm. thick glass of approved quality of necessaryfixtures and fastening, finishing with one coat ofanti-corrosive paint etc. complete.


26 Providing fly ash brick masonary withconventional / I.S. type fly ash bricks in cementmortar 1:6 in foundation and plinth includingbailing out water manually, striking joints, rackingout joints, watering and scaffolding complete.


27 Providing fly ash brick masonary withconventional / I.S. type fly ash brick in cementmortar 1:6 for superstructure including strikingjoints, racking out joints, watering and scaffolding

l t


S.S.R.2020-21 Item No. 27.13

S.S.R.2020-21 Item No. 39.23

S.S.R.2020-21 Item No. 27.12




28 Providing cement based water proofing treatmentto terraces (Indian water proofing or alike) withbrick bats laid in required slope to drain the waterfor any span after cleaning the base surface.Applying a coat of cement slurry admixed withapproved water proofing compound and laying thebrick bats on bottom layer in C.M.1:5 admixedwith approved water proofing compound filling upto half depth of brick bats, curing this layer for 3days, applying cement slurry over this layer jointsof brick bats with C.M.1:3 admixed with approvedwater proofing compound and finally top finishingwith average 20 mm. thick layers of same mortaradded with jute fiber at 1 Kg. per bag includingfinishing the surface smooth with cement slurryadmixed with approved water proofing compound.Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapetrounded and tapered top for required height, withdrip mould at the junction of plaster and parapetand curing and covering 10 years Guaranteeagainst leakproofness on Court fee stamp paper ofRs. 500/- including ponding test etc. complete.


29 Providing and applying water proofing treatmentusing acrylic polymer modified cement basedwater proofing coating with fibre glass meshmixing at the rate of powder to liquid (2:1) byweight covering 9 to 10 sqm /kg with two coatsusing Dr. Fixit or alike of chemicals for masonryand concrete surface by brush covering 7 yearsguarantee on Stamp Papers etc. complete.


30 Providing internal cement plaster 12 mm. thick insingle coat in cement mortar 1:3 without neerufinish to concrete or brick surfaces, in all positionincluding scaffolding and curing etc. complete.


31 Providing neeru finish to plastered surfaces in allpositions including scaffolding and curing etc.complete.


S.S.R.2020-21 Item No. 31.04

S.S.R.2020-21 Item No. 31.09

S.S.R.2020-21 Item No. 32.05

S.S.R.2020-21 Item No. 32.15




32 Providing sand faced plaster externally in cementmortar using approved screened sand, in allpositions including base coat of 15 mm. thick incement mortar 1:4 using waterproofing compoundat 1 kg per cement bag curing the same for not lessthan 2 days and keeping the surface of the basecoat rough to receive the sand faced treatment 6 to8 mm. thick in cement mortar 1:4 finishing thesurface by taking out grains and curing forfourteen days scaffolding etc.complete.


33 Labour charges for providing groove in externalplaster having width and spaced as directed byengineer incharge etc. complete.

Running Metre


34 Providing and fixing chicken mesh of 22 gauge,with about 30 cm. width at the junction of R.C.Cmembers and brick work, of approved qualityincluding fixing mesh in position by necessarydrilling in concrete/ B.B.masonry and or tying bybinding wire etc. complete.


35 Providing and laying cement concrete flooring 40mm. thick with M-20 cement concrete laid toproper level and slope in alternate bays,includingcompaction, filling joints, marking lines to giveappearance of tiles of 30 cm. x 30 cm. or other sizelaid diameter gonally/ square etc., finishingsmooth (with extra cement) in any colour asdirected and curing comp. complete with CrushedSand.


36 Providing and laying in situ cement concrete M30with tremix treatment for 200 millimeter thicknessfor flooring with groove cutting of 4 millimeterwide and 20 millimeter deep with necessaryrefilling with bitumen etc. complete.


S.S.R.2020-21 Item No. 32.22

S.S.R.2020-21 Item No. 32.26

S.S.R.2020-21 Item No. 33.12

S.S.R.2020-21 Item No. 33.31

S.S.R.2020-21 Item No. 32.11




37 Providing and applying priming coat overconcrete/Masonry/Asbestos cement plasteredsurfaces including scaffolding if necessary,preparing the surface by thoroughly cleaning oil,greese, dirt and other foreign matter and sandpapering as required etc. complete.


38 Providing and applying two coats of flat oil paintof approved colour and shade to internal / externalplastered surfaces including scaffolding ifnecessary, cleaning and preparing the surface(excluding primer coat) etc. complete.


39 Providing and applying two coats of appex Acewhite exterior paint of approved manufacture andof approved colour to the plastered surfacesincluding cleaning, prepairing the plaster surface,applying primer coat, scaffolding if necessary, andwatering the surface for two days complete.


40 Providing and fixing rolling shutter fabricatedfrom steel laths of minimum thickness 0.9 mm.with lock plate of 3.15 mm. thickness reinforcedwith 35 x 35 x 5 mm. angle section fitted withsliding bolts and handles for both sides, deep M.S.channel section of depth and thickness not lessthan 65 mm. and 3.15 mm. respectively with holdfast arrangements, M.S. Bracket plate 300 x 300 x3.15 mm. minimum size and shape with squarebar, suspension shaft of minimum 32 mm.diameter, hood cover of M.S. sheet not less than0.9 mm. thickness and of any size at top and safetydevices including mechanical gear operationarrangement consisting of worm gear wheels andworms of high grade cast iron or mild steel andone coat of red lead primer etc. complete. (I.S.6248-1979) (Without mechanical gear).


S.S.R.2020-21 Item No. 35.25

S.S.R.2020-21 Item No. 39.24

S.S.R.2020-21 Item No. 35.21

S.S.R.2020-21 Item No. 35.12




41 Providing and applying priming coat over new/oldsteel and other metal surfaces including preparingthe surface by thoroughly cleaning oil, greese, dirtand other foreign matter and scoured with wirebrushes, fine steel wool, scrappers and sand paper,scaffolding etc. complete.


42 Providing and fixing steel frame door of angle 50 x50 x 6 mm. with mild steel bars 16 mm dia.horizontally at 10 mm. c/c for ventilator portionincluding iron hold fast boxes for fixing shuttersincluding welding, finishing, painting etc.complete.


43 Providing, laying & fixing, jointing Eco-drain 200mm SN 4 Nu-Drain UPVC pipes or of equivalentmake, anufacture as per EN 13476 or equivalentas per .S.15328 with fittings such a bends, tees,coupler, etc. jointing with rubber ubricantincluding necessary xcavation, trench refillingwith selective excavated materialetc. complete.

Running Metre


44 Providing and fixing P.V.C. Rain Water pipes of110 mm outer diameter and having wall thicknessof 2.2 to 2.7 mm confirming to I.S. 13592-1992including proper rainwater receiving recess withP.V.C. plug, bend, necessary fittings, such as,offsets, shoes, inluding fixing the pipe on wallusing approved wooden cleats projecting 25mm to40mm from face of wall a fixing with clips ofapproved quality and number, filing the joint usingrubber gasket with solvent cement and properlyresting the shoe of pipes on cement concrete ormasonry blocks, including necessary scaffoldingand maintenance for 3 yrs for any leakages ordislocations of pipes. All the P.V.C. fittings andadditional 2 piece socket clips shall be gotapproved from engineer in charge etc. complete.

Running Metre


45 Providing and fixing reinforced cement concreteMedium duty (100 Kg) cover of size 60centimeter x 45centimeter with frame overinspection chamber etc. complete.


S.S.R.2020-21 Item No. 39.35

S.S.R.2020-21 Item No. 43.32

S.S.R.2020-21 Item No. 42.87




46 Providing and fabricating structural steel work inrolled sections like joists, channels, angles, teesetc. as per detailed design and drawings or asdirected including cutting, fabricating, hoisting,erecting, fixing in position making riveted / bolted/welded connections without connecting plates,braces etc. and including one coat of anticorrosivepaint and over it two coats of oil painting ofapproved quality and shade etc. complete.

Metric Tonne


S.S.R.2020-21 Item No. 23.01

S.S.R.2020-21 Item No. 42.71




Unit

1 Clearing grass and removal of rubbish up toa distance of 50 metre outside the peripheryof the area .


2 Cutting down trees including trunks andbranches with girths above 60 cm. to 90 cm.and stacking the material neatly with all liftsand lead of 1000 m as directed and earthfilling in the depression/pit if any.


3 Cutting down trees including trunks andbranches with girths above 90 cm. to 180cm. and stacking the material neatly with alllifts and lead of 1000 m as directed and earthfilling in the depression/pit if any.


4 Excavation for foundation in earth, soil of alltypes, sand, gravel and soft murum,including removing the excavated materialup to a distance of 50 m beyond the buildingarea and stacking and spreading as directed,dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.5 m.) byMechanical Means.



Schedule C - Transformer Room No:- 02-03 room size 14 x 5.5 in plot G1 & D2

S.S.R.2020-21 Item No. 2.07

S.S.R.2020-21 Item No. 2.02

S.S.R.2020-21 Item No. 2.03R.A.No.3

R.A.No.2

R.A.No.1

S.S.R.2020-21 Item No. 21.02R.A.No.4

Item No.

Item of Work




5 Excavation for foundation in hard murumand boulders including removing theexcavated material up to a distance 50metres, beyond the building area andstacking and spreading as directed,dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.5 m) byMechanical Means.


6 Excavation for foundation in Soft rock andold cement or lime masonry foundationsincluding removing the excavated materialupto a distance of 50 metres beyond thebuilding area and stacking as directed,including dewatering, preparing the bed forthe foundation and necessary back fillingwith available earth /murum, ramming,watering including shoring and strutting etc.complete (lift upto 1.5 m) by MechanicalMeans.


7 Excavation for foundation in Hard rock bychiselling, wedging, line drilling, etc.including trimming and levelling the bed,removing the excavated material upto adistance of 50 metres beyond the buildingarea stacking as directed, dewatering andback filling with available earth/ murumwatering, ramming etc. complete. (Lift upto1.5 m) by Mechanical Means.


8 Transporation of Excavated Materialmurrum, earth for a lead of 500m inciusive,from the site of excavation to the site ofdeposition as directed



S.S.R.2020-21 Item No. 21.10R.A.No.5

S.S.R.2020-21 Item No. 21.14R.A.No.6

S.S.R.2020-21 Item No. 21.20R.A.No.7




9 Dewatering on BHP basis by using waterpump including diversion of stream,providing cofferdams, earthern bunds etc. asmay be necessary for foundation and otherparts of the the works and pumping out waterduring and after excavation as may berequired by using 5.0 to 9.0 BHP pump etc.complete. (Prior approval of SuperintendingEngineer will be necessary)

Hour As directed by Engineer In-charge

10 Providing preconstructional antitermitetreatment as per I.S. 6313 (Part-II) bytreating the bottom surface and sides ofexcavation at the rate of 5 litres of emulsionconcentrate of 1.0 percent of chlorophyrifosper square meter of surface area covering 10years guarantee on bond paper.


11 Providing preconstructional antitermitetreatment as per I.S. 6313 (Part-II) bytreating the top surface of plinth filling at therate of 5 litres of emulsion concentrate at 1.0percent of clorophyrifos per square metre ofsurface area covering ten years guarantee onbond paper.


12 Filling in plinth and floors with approvedexcavated materials in 15 cm to 20 cm layersincluding watering & compaction complete.


13 Filling in plinth and floors with contractorssoil. Sand or murum materials in 15 cm to 20cm layers including watering & compactioncomplete.



S.S.R.2020-21 Item No. 21.36R.A.No.12

S.S.R.2020-21 Item No. 21.37R.A.No.13

S.S.R.2020-21 Item No. 12.23R.A.No.9

S.S.R.2020-21 Item No. 21.22R.A.No.10




14 Providing dry trap rubble stone soling15cm to 20cm thick including hand packingand compacting complete.


15 Providing and laying Cast in situ/ Ready Mixcement concrete in M-15 of trap/ granite/

quartzite/ gneiss metal for steps includingsteel centering, plywood/steel formwork,laying/ pumping, compacting, rougheningthem if special finish is to be provided,finishing uneven and honeycombed surfaceand curing etc. complete. The CementMortar 1:3 plaster is considered forrendering uneven and honeycombed surfaceonly. Newly laid concrete shall be coveredby gunny bag, plastic, tarpaulin etc.(Wooden centering will not beallowed.),with fully automatic microprocessor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batchmix plant (Pan mixer) etc. complete. Withfine aggregate (Natural sand/ Crushed sandV.S.I. Grade finely washed etc.)


S.S.R.2020-21 Item No. 21.38R.A.No.14

S.S.R.2020-21 Item No. 24.04R.A.No.15




16 Providing and laying in situ/ Ready Mixcement concrete M-25 of trap/granite/quartzite/ gneiss metal for R.C.C.work in foundations like raft, stripfoundations, grillage and footings of R.C.C.columns and steel stanchions etc. includingbailing out water, formwork, laying/pumping cover blocks, compaction andcuring roughening the surface if specialfinish is to be provided, (Excludingreinforcement and structural steel) etc.complete, with fully automatic microprocessor based PLC with SCADA enabledReversible Drum Type mixer/ concreteBatch Mix plant (Pan mixer) etc. complete,with fine aggregate (Natural Sand/ CrushedSand V.S.I. Grade finely washed etc.)


17 Providing and laying cast in situ/ Ready Mixcement concrete Mix-25 of trap/ granite/quartzite/ gneiss metal for ReinforcedCement Concrete columns as per detaileddesigns and drawing or as directed includingcentering, formwork, cover blocks, laying/pumping, compaction finishing the formedsurfaces with cement mortar 1:3 of sufficientminimum thickness to give a smooth andeven surface or roughening if special finishis to be provided and curing etc. complete,(Excluding reinforcement and structuralsteel) with fully automatic micro processorbased Programmable Logic Controller withSuperwisery Control and DataAcquisitionenabled Reversible Drum Typemixer/ concrete Batch Mix plant (Panmixer) etc. complete with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Gradefinely washed etc.)


R.A.No.16S.S.R.2020-21 Item No. 25.13




18 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/granite/quartzite/ gneiss metal for R.C.C.Beams and Lintels as per detailed designsand drawings or as directed includingcentering, formwork, cover blocks, laying/pumping, compactionand roughening thesurface if special finish is to be provided andcuring etc. complete. (Excludingreinforcement and structural steel), with fullyautomatic micro processor based PLC withSCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Panmixer) etc. complete with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Gradefinely washed etc.)


19 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/granite/quartzite/ gneiss metal for R.C.C.Beams and Lintels as per detailed designsand drawings or as directed includingcentering, formwork, cover blocks, laying/pumping, compactionand roughening thesurface if special finish is to be provided andcuring etc. complete. (Excludingreinforcement and structural steel), with fullyautomatic micro processor based PLC withSCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Panmixer) etc. complete with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Gradefinely washed etc.)


S.S.R.2020-21 Item No. 25.52R.A.No.18

S.S.R.2020-21 Item No. 25.52R.A.No.19




20 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. Slabs andLandings as per detailed designs anddrawings including centering, formwork,cover blocks, laying/ pumping,compactionfinishing the formed surfaceswith cement mortar 1:3 of sufficientminimum thickness to give a smooth andeven surface or roughening if special finishis to be provided and curing etc. complete,(Excluding reinforcement and structuralsteel) with fully automatic micro processorbased PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant(Pan mixer) etc. complete, with fineaggregate (Natural Sand/ Crushed SandV.S.I. Grade finely washed etc.)


21 Providing and laying Cast in situ/ Ready Mixcement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. Chajja asper detailed design and drawings includingcentering, formwork, cover blockscompacting , curing , finishing androughening the surface if special finish is tobe provided and curing complete (Excludingreinforcement and structural steel), with fullyautomatic micro processor based PLC withSCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Panmixer) etc. complete, with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Gradefinely washed etc.)


S.S.R.2020-21 Item No. 26.07R.A.No.21

S.S.R.2020-21 Item No. 25.72R.A.No.20




22 Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/quartzite/ gneiss metal for R.C.C. Pardi ofrequired thickness including centering,formwork, cover blocks, laying/ pumping,compacting, curing, finishing androugheningthem if special finish is to beprovided and curing complete, (Excludingreinforcement and structural steel) with fullyautomatic micro processor based PLC withSCADA enabled Reversible Drum Typemixer/ concrete Batch Mix plant (Panmixer) etc. complete, with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Gradefinely washed etc.)


23 Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/quartzite/ gneiss metal for R.C.C. Coping toplinth or parapet and sill of doors andwindows moulded as per detailed drawingsor chamfered as approved by the Engineerincluding centering, formwork, cover blocks,laying/ pumping, compacting , curing ,finishing and roughening them if specialfinish is to be provided and curing complete.(Excluding reinforcement and structuralsteel), with fully automatic micro processorbased PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant(Pan mixer) etc. complete, with fineaggregate (Natural Sand/ Crushed SandV.S.I. Grade finely washed etc.)


S.S.R.2020-21 Item No. 26.17R.A.No.22

S.S.R.2020-21 Item No. 26.23R.A.No.23




24 Providing and fixing in position TMT FE -500 bar reinforcement of various diametersfor R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase,newels, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs, drawingsand schedules, including cutting, bending,hooking the bars, binding with wires or tackwelding and supporting as required complete.

Metric Tonne As directed by Engineer In-charge

25 Providing and fixing in position factorymade box type fully glazed windowconsisting of cold rolled section of 105 mm.x 60 mm. x 1.25 mm. thick frame sectionfilled with cement concrete (1:2:4) and steelsection F-4B as per detailed drawing anddesign including mild steel 12 mm. squarebars at 10cm center to center, required F-7Bsection, section T-6, section for shutter frame(Louvered clips in case of Louvered windowportion) and 3 mm. thick glass of approvedquality of necessary fixtures and fastening,finishing with one coat of anti-corrosivepaint etc. complete.


26 Providing fly ash brick masonary withconventional / I.S. type fly ash bricks incement mortar 1:6 in foundation and plinthincluding bailing out water manually,striking joints, racking out joints, wateringand scaffolding complete.


27 Providing fly ash brick masonary withconventional / I.S. type fly ash brick incement mortar 1:6 for superstructureincluding striking joints, racking out joints,watering and scaffolding complete.


S.S.R.2020-21 Item No. 26.33R.A.No.24

S.S.R.2020-21 Item No. 39.23R.A.No.25

S.S.R.2020-21 Item No. 27.12R.A.No.26




28 Providing cement based water proofingtreatment to terraces (Indian water proofingor alike) with brick bats laid in requiredslope to drain the water for any span aftercleaning the base surface. Applying a coat ofcement slurry admixed with approved waterproofing compound and laying the brick batson bottom layer in C.M.1:5 admixed withapproved water proofing compound fillingup to half depth of brick bats, curing thislayer for 3 days, applying cement slurry overthis layer joints of brick bats with C.M.1:3admixed with approved water proofingcompound and finally top finishing withaverage 20 mm. thick layers of same mortaradded with jute fiber at 1 Kg. per bagincluding finishing the surface smooth withcement slurry admixed with approved waterproofing compound. Marking finishedsurface with false squares of 300 mm x 300mm. making the junctions at the parapetrounded and tapered top for required height,with drip mould at the junction of plaster andparapet and curing and covering 10 yearsGuarantee against leakproofness on Courtfee stamp paper of Rs. 500/- includingponding test etc complete


29 Providing and applying water proofingtreatment using acrylic polymer modifiedcement based water proofing coating withfibre glass mesh mixing at the rate of powderto liquid (2:1) by weight covering 9 to 10sqm /kg with two coats using Dr. Fixit oralike of chemicals for masonry and concretesurface by brush covering 7 years guaranteeon Stamp Papers etc. complete.


S.S.R.2020-21 Item No. 27.13R.A.No.27

S.S.R.2020-21 Item No. 31.04R.A.No.28

S.S.R.2020-21 Item No. 31.09R.A.No.29




30 Providing internal cement plaster 12 mm.thick in single coat in cement mortar 1:3without neeru finish to concrete or bricksurfaces, in all position including scaffoldingand curing etc. complete.


31 Providing neeru finish to plastered surfacesin all positions including scaffolding andcuring etc. complete.


32 Providing sand faced plaster externally incement mortar using approved screenedsand, in all positions including base coat of15 mm. thick in cement mortar 1:4 usingwaterproofing compound at 1 kg per cementbag curing the same for not less than 2 daysand keeping the surface of the base coatrough to receive the sand faced treatment 6to 8 mm. thick in cement mortar 1:4finishing the surface by taking out grains andcuring for fourteen days scaffoldingetc.complete.


33 Labour charges for providing groove inexternal plaster having width and spaced asdirected by engineer incharge etc. complete.

Running Metre


34 Providing and fixing chicken mesh of 22gauge, with about 30 cm. width at thejunction of R.C.C members and brick work,of approved quality including fixing mesh inposition by necessary drilling in concrete/B.B.masonry and or tying by binding wireetc. complete.


S.S.R.2020-21 Item No. 32.22R.A.No.33

S.S.R.2020-21 Item No. 32.26R.A.No.34

S.S.R.2020-21 Item No. 32.05R.A.No.30

S.S.R.2020-21 Item No. 32.15R.A.No.31

S.S.R.2020-21 Item No. 32.11R.A.No.32




35 Providing and laying cement concreteflooring 40 mm. thick with M-20 cementconcrete laid to proper level and slope inalternate bays,including compaction, fillingjoints, marking lines to give appearance oftiles of 30 cm. x 30 cm. or other size laiddiameter gonally/ square etc., finishingsmooth (with extra cement) in any colour asdirected and curing comp. complete withCrushed Sand.


36 Providing and laying in situ cement concreteM30 with tremix treatment for 200millimeter thickness for flooring with groovecutting of 4 millimeter wide and 20millimeter deep with necessary refilling withbitumen etc. complete.


37 Providing and applying priming coat overconcrete/Masonry/Asbestos cement plasteredsurfaces including scaffolding if necessary,

preparing the surface by thoroughly cleaningoil, greese, dirt and other foreign matter andsand papering as required etc. complete.


38 Providing and applying two coats of flat oilpaint of approved colour and shade tointernal / external plastered surfacesincluding scaffolding if necessary, cleaningand preparing the surface (excluding primercoat) etc. complete.


S.S.R.2020-21 Item No. 33.31R.A.No.36

S.S.R.2020-21 Item No. 35.21R.A.No.37

S.S.R.2020-21 Item No. 35.12R.A.No.38

S.S.R.2020-21 Item No. 33.12R.A.No.35




39 Providing and applying two coats of appexAce white exterior paint of approvedmanufacture and of approved colour to theplastered surfaces including cleaning,prepairing the plaster surface, applyingprimer coat, scaffolding if necessary, andwatering the surface for two days complete.


40 Providing and fixing rolling shutterfabricated from steel laths of minimumthickness 0.9 mm. with lock plate of 3.15mm. thickness reinforced with 35 x 35 x 5mm. angle section fitted with sliding boltsand handles for both sides, deep M.S.channel section of depth and thickness notless than 65 mm. and 3.15 mm. respectivelywith hold fast arrangements, M.S. Bracketplate 300 x 300 x 3.15 mm. minimum sizeand shape with square bar, suspension shaftof minimum 32 mm. diameter, hood cover ofM.S. sheet not less than 0.9 mm. thicknessand of any size at top and safety devicesincluding mechanical gear operationarrangement consisting of worm gear wheelsand worms of high grade cast iron or mildsteel and one coat of red lead primer etc.complete. (I.S. 6248-1979) (Withoutmechanical gear).


41 Providing and applying priming coat overnew/old steel and other metal surfacesincluding preparing the surface bythoroughly cleaning oil, greese, dirt andother foreign matter and scoured with wirebrushes, fine steel wool, scrappers and sandpaper, scaffolding etc. complete.


S.S.R.2020-21 Item No. 35.25R.A.No.39

S.S.R.2020-21 Item No. 39.24

R.A.No.41




42 Providing and fixing steel frame door ofangle 50 x 50 x 6 mm. with mild steel bars16 mm dia. horizontally at 10 mm. c/c forventilator portion including iron hold fastboxes for fixing shutters including welding,finishing, painting etc. complete.


43 Providing, laying & fixing, jointing Eco-drain 200 mm SN 4 Nu-Drain UPVC pipesor of equivalent make, manufacture as perEN 13476 or equivalent as per I.S.15328with fittings such a bends, tees, coupler, etc.jointing with rubber lubricant includingnecessary excavation, trench refilling withselective excavated materialetc. complete.

Running Metre


44 Providing and fixing P.V.C. Rain Waterpipes of 110 mm outer diameter and havingwall thickness of 2.2 to 2.7 mm confirmingto I.S. 13592-1992 including properrainwater receiving recess with P.V.C. plug,bend, necessary fittings, such as, offsets,shoes, inluding fixing the pipe on wall usingapproved wooden cleats projecting 25mm to40mm from face of wall a fixing with clipsof approved quality and number, filing thejoint using rubber gasket with solventcement and properly resting the shoe of pipes on cement concrete or masonry blocks,including necessary scaffolding andmaintenance for 3 yrs for any leakages ordislocations of pipes. All the P.V.C. fittingsand additional 2 piece socket clips shall begot approved from engineer in charge etc.complete.

Running Metre


S.S.R.2020-21 Item No. 43.32R.A.No.43

S.S.R.2020-21 Item No. 42.87R.A.No.44

S.S.R.2020-21 Item No. 39.35R.A.No.42




45 Providing and fixing reinforced cementconcrete Medium duty (100 Kg) cover ofsize 60 centimeter x 45centimeter withframe over inspection chamber etc. complete.


46 Providing and fabricating structural steelwork in rolled sections like joists, channels,angles, tees etc. as per detailed design anddrawings or as directed including cutting,fabricating, hoisting, erecting, fixing inposition making riveted / bolted /weldedconnections without connecting plates,braces etc. and including one coat ofanticorrosive paint and over it two coats ofoil painting of approved quality and shadeetc. complete.

Metric Tonne

S.S.R.2020-21 Item No. 23.01R.A.No.46


S.S.R.2020-21 Item No. 42.71R.A.No.45




Item No Short Description Unit Additional Specification

4-1-1(New)

Note 1.If the solar water heating system is to beprovided with heat exchanger ,increase overallrates by 15 %.

4.2 Pipes for Solar Hot Water System (ESD-HWP)

4-2-7 Supplying and erecting 12/16 mm (ID/OD)polyethylene composite pipe duly joined bycompression/crimp fitted accessories, with internalas well as external end sealing arrangement for SolarWater Heater System as per specification No. (ESD-HWP/PCP)

m As directed by Engineer In-charge





Schedule C - EWS - A Type Building Solar and Solar Water Supply

2. For all Hostel Bldg, Rest Houses, Circuit Houses,Dormitories and Residential quarters, Solar waterheating System shall be proposed for newinstallation and for replacement / renovation insteadof Electrical water Heater.

As directed by Engineer In-

charge

Supplying & Installing, Testing & Commissioningof FPC Solar water heating system without heatexchanger type of 100 LPD capacity as perspecification No. ESD-SHWS-FPC

Each






4-2-11 Supplying and erecting 32/40 mm (ID/OD)polyethylene composite pipe duly joined bycompression/crimp fitted accessories, with internalas well as external end sealing arrangement for solarwater heater system complete. Specification no.ESDHWP/ PCP)





Electrical Works for HT

1

Providing and erecting Heat shrinkable straightthrough joint kit for 11 kV (UE)/22 kV ( E )XLPE HT cable 3x120 to 185 sq. mm.withnecessary material as per specification no.CBJT/HT

Each (7-5-19)

As Directed by Engineer In-charge

2

Providing earthing with Copper earth plate size30 x 30 x 0.315 cm complete with all materials,testing & recording the results as perspecification No.EA-EP

Each (9-1-2)


3

Providing earthing with Galvanized cast ironearth plate size 60 x 60 x 0.6 cm complete withall materials, testing & recording the results asper specification No. EA-EP

Each (9-1-1)


4

Supplying and erecting GI strip of required sizeused for earthing on wall and/or any otherpurpose with necessary GI clamps fixed onwall painted with bituminous paint in anapproved manner with joints required. As perspecification No EA-EP.

Kg. (9-2-3)


5

Supplying, erecting & terminating XLPEarmoured cable 3½core 240 sq. mm.aluminium conductor with continuous 12.97 sq.mm. (8 SWG) G.I. earth wire complete erectedwith glands & lugs, on wall/ trusses/pole or laidin provided trench/ pipe as per specificationno. CB-LT/AL

Mtr. (7-1-23)


6

Supplying, erecting & terminating XLPEarmoured cable 3½ core 120 sq. mm.aluminium conductor with continuous 12.97 sq.mm. (8 SWG) G.I. earth wire complete erectedwith glands & lugs, on wall/ trusses/pole or laidin provided trench/ pipe as per specificationno. CB-LT/AL

Mtr. (7-1-20)


7

Supplying, erecting & terminating XLPEarmoured cable 3½ core 50 sq. mm.aluminium conductor with continuous 8.35 sq.mm. (10 SWG) G.I. earth wire completeerected with glands & lugs, on wall/trusses/pole or laid in provided trench/ pipe asper specification no. CB-LT/AL

Mtr. (7-1-17)



Schedule C - External Electrification HT & LT

Sr. No.

Item DescriptionUnit DSR NO




8

Supplying & laying (including excavation)25cm dia RCC Hume pipe of standard thicknessat required depth up to 90 cms. below road /ground surface, for covering provided cable &necessary back filling with light ramming tomake the road/ground surface as it was(Except bitumen carpet).

Mtr. (7-6-7)


Electrical Works for DG Set As Directed by Engineer In-charge

9

Supplying, erecting and commissioning ofdiesel generating set with alternator of 320kVA output continuous rating, 3 phase, 415 V,50c/s 0.8 p. f. A.C a totally enclosed air cooled/ liquid cooled multi-cylinder diesel enginedeveloping suitable BHP at 1500 rpm with 10%overload for 1 hour in 12 hours,alongwithstandard accessories, self-excited, self-regulated, screen protected alternator withstatic excitation system running at 1500 RPMas per IS 4722-2001 with voltage regulation +/-5 %. Both the engine and alternator directcoupled on a common fabricated steel baseframe and mounted on anti-vibrating pads withstandard control panel omprising meters,switchgears, indicators connected with suitablewires/cables, the complete set enclosed incomposite Acoustic enclosure as fullyassembled integral unit made of 16 SWGCRCA Sheet, sound absorbing material torestrict sound level upto 75 dB at 1.0 m,provided with first filling of oil, diesel etc. as perspecification no. GEN-DG

Each (11-1-19)





10

Supplying, Erecting and Commissioning ofDiesel generating set with alternator of 140kVA output continuous rating, 3 Phase, 415 V,50c/s 0.8 p. f. A.C a totally enclosed air cooled/ liquid cooled multi-cylinder diesel enginedeveloping suitable BHP at 1500 rpm with 10%overload for 1 hour in 12 hours,alongwithstandard accessories, self-excited, self-regulated, screen protected alternator withstatic excitation system running at 1500 RPMas per IS 4722-2001 with voltage regulation +/-5 %. Both the engine and alternator directcoupled on a common fabricated steel baseframe and mounted on anti-vibrating pads withstandard control panel comprising meters,switchgears, indicators connected with suitablewires/cables, the complete set enclosed incomposite Acoustic enclosure as fullyassembled integral unit made of 16 SWGCRCA Sheet, sound absorbing material torestrict sound level upto 75 dB at 1.0 m,provided with first filling of oil, diesel etc. as perspecification no. GEN-DG

Each (11-1-14)


11

Supplying, Erecting and Commissioning ofDiesel generating set with alternator of 125kVA output continuous rating, 3 Phase, 415 V,50 c/s 0.8 p. f. A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel enginedeveloping suitable BHP at 1500 rpm with 10%overload for 1 hour in 12 hours, alongwithstandard accessories, self-excited, self-regulated, screen protected alternator withstatic excitation system running at 1500 RPMas per IS 4722-2001 with voltage regulation +/-5 %. Both the engine and alternator directcoupled on a common fabricated steel baseframe and mounted on anti-vibrating pads withstandard control panel comprising meters,switchgears, indicators connected with suitablewires/cables, the complete set enclosed incomposite Acoustic enclosure as fullyassembled integral unit made of 16 SWGCRCA Sheet, sound absorbing material torestrict sound level upto 75 dB at 1.0 m,provided with first filling of oil, diesel, etc andobtaining necessary approval from ElectricalInspector as per specification no. GEN-DG

Each (11-1-13)





12

Providing earthing with Copper earth plate size30 x 30 x 0.315 cm complete with all materials,testing & recording the results as perspecification No.EA-EP

Each (9-1-2)


13

Providing earthing with Galvanized cast ironearth plate size 60 x 60 x 0.6 cm complete withall materials, testing & recording the results asper specification No. EA-EP

Each (9-1-1)


14

Supplying and erecting copper strip of requiredsize used for earthing on wall and/or any otherpurpose with necessary copper clamps fixedon wall painted with bituminous paint in anapproved manner with joints required. As perspecification No EA-EP.

Kg. (9-2-2)


15

Supplying and erecting GI strip of required sizeused for earthing on wall and/or any otherpurpose with necessary GI clamps fixed onwall painted with bituminous paint in anapproved manner with joints required. As perspecification No EA-EP.

Kg. (9-2-3)


16

Supplying, erecting, testing and commissioningof Microprocessor based AMF panel suitablefor DieselGenerating Set of above 100 kVA upto 125kVA capacity Single/Three phase, 230/415Volts, 50Hz A.C. with all standard features,safeties etc. as per specification no. GENAMF.

Each (11-2-11)


17


Each (11-2-13)


18


Each (11-2-16)





19

Making trench of suitable width and depth insoft soil for laying provided LT cable of 16 sq.mm & above and covered with half roundhume pipe complete as per specification no.CW-EXNCTR

Mtr. (16-1-4)


20

Supplying, erecting & terminating PVCarmoured cable4 core 4 sq. mm copperconductor continuous 5.48 sq. mm (12 SWG)G.I. earth wire complete erected with glands &lugs, on wall/ trusses/pole or laid in providedtrench/ pipe as per specification no. CB-LT/CU

Mtr. (7-2-31)


21

Providing & erecting 3 Pole MCCB upto 100A,415V, with short circuit rating 25 kA (Ics=100%of Icu ),adjustable thermal (overload) settingand fixed magnetic setting with provided leads,provision for installation of shunt/ UV/ tripalarm contact and MCCB

Each (5-5-1)


22

Providing & erecting 3 Pole MCCB of200A,415V capacity with short circuit rating 25kA (Ics=100% of Icu) adjustable thermal(overload) setting and fixed magnetic settingwith provided leads, provision for installation ofshunt/ UV/ trip alarm contact and

Each (5-5-2)


23


Mtr. (7-1-16)


24


Mtr. (7-1-19)


25

Supplying, erecting & terminating XLPEarmoured cable 4 core 6 sq. mm. copperconductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands &lugs, on wall/ trusses/ pole or laid in providedtrench/ pipe as per specification no CB-LT/AL

Mtr. (7-1-32)





26

Supplying, installing, testing andcommissioning FR, XLPE armoured cable 12core 1.5 sq.mm. copper conductor completeerected on wall/ ceiling complete as perspecification no. CB-LT/CU

Mtr. (13-8-11)


27

Supplying and erecting Intelligent flushmounted Maximum Demand Controller panelmeter three phase four wire 50-550 V Phase tophase Aux Supply 90- 300VAC/DC CTsecondary site selectable 1A/5A, CT /PT siteprogrammable, class 1 Flush mounted 96 x 96mm meter, Data log 8MB, 4 realy output Timeof Day (TOD) 6 slots available, block / slidingwindow site selectable with V, A, F, kW, kVA,kVAr, kWh, kVAh,kVArh, PF, run hr, Onhr, Intr,Phase angle, THD, events, neutral current,Max Demand (with RTC) viewing in LCD multifunction meter with LCDdisplay complete class -1 accuracy with RS485 communication protocol with wriringconnections and mounting hardware onprovided panels complete with calibrationcertificate from manufacturer.

Each (6-3-11)


28

Providing printed instruction chart for treatingpersons suffering from electric shock, printedin English & Marathi and duly laminated. Each (10-2-22)


29Providing pair of duly tested rubber handgloves as per IS :4770 suitable for workingupto 22kV supply.

Each (10-2-23)As Directed by Engineer

In-charge

30

Providing Round bottom FIRE Bucket of 9Litres capacity as per IS : 2546 made out of 24gauge G.I. sheet with extra handle at bottomduly painted white inside and red outside withFIRE Mark, on provided stand/ wall hook.

Each (10-2-24)


31

Providing Floor mounting stand for keeping 4Nos. ofFIRE buckets 1500mm in length, 900mm inheight frame made out of 30x30x4 mm angleiron with cross supports for legs, welded with 4hooks and duly painted with one coat of redlead and two coats of silver paint.

Each (10-2-25)





32

Supplying standard first aid box with necessaryantiseptic cream, medicine for use on woundsdue burn, crepe bandage, gauge bandage,medicated ready to use bandage (Band-Aid)adhesive tape for medicinal use, scissors, anti-septic solution (Savlon or similar) etc. (Allabove contents shall be of standard makes)

Each (10-2-27)


33

Supplying and fixing PVC Synthetic elastomerelectrically insulating mat with class Cinsulation conforming to IS: 15652 – 2006 &CPRI tested having 3mm thickness upto 33 kV

m2 (10-2-30)


34

Supplying and erecting D.C.P. type FireExtinguisher 6 kg capacity cartridge type withGun Metal cap 150 gram CO2 gas cartridge,powder and brackets conforming to IS 2171-1985/ IS 15683 and complete erected withnecessary clamps made from 50x6 mm M.S.flat with nuts & bolts grouted in wallmcomplete.

Each (10-2-32)


35

Supplying & erecting Carbon Dioxide (CO2)fire extinguisher of 4.5 kg. Capacity Cartridgetype conf. To IS 2878 /15683Complete erectedwith necessary clamp made from 50x6 mm. M.S. flat with nut & bolts grouted in wallcomplete.

Each (10-2-34)


36

Supplying and erecting approved make ONLOAD Four Pole Automatic Transfer Switchsuitable for415V, 50 Hz,200Acapacityconforming to IEC: 60947-1 & IEC: 947-6- 1/IS: 13947-1, with Enclosure, automatic/manualinbuilt Time delay, high transfer speed,excellent breaking capacity, superior makingcapacity, compact & light weight, erected onprovided angle iron / G.I. frame and connectedwith provided leads.

Each (5-1-34)


37


Each (5-1-35)





38


Each (5-1-36)


39

Supplying and erecting Iron, sheet metal workconsisting of CRCA Sheets, Various sectionsof iron, Plates, Chequered Plates, Rods, Bars,MS pipes, etc. for panel board or any otherpurposes complete with bending, cutting,drilling and welding complete erected at theposition with necessary materials duly paintedwith one coat of red oxide and two coats ofenamel paint to match the switchgears or asper directions by the authority

Kg. (6-1-19)


40MSEDCL SUPERVISION CHARGES @1.3 %as per MSEDCL Quotation/Estimate Lumps

um


41

Supplying and erecting PVC trunking (PVCcasing-n-capping) of size 25 mm withaccessories on wall/ceiling as per specificationNo: WG-MA/CON.

M (1-2-10)


42

Supplying and erecting PVC trunking (PVCcasing-n-capping) of size 40 mm withaccessories on wall/ceiling as per specificationNo: WG-MA/CON.

M (1-2-12)


43

Supplying and erecting HMS PVC conduit 25mm dia. with PVC accessories on wall /ceilingas per specification No: WGMA/ CON. M (1-2-7)


44

Providing & erecting Hot dipped galvanizedladder type cable tray manufactured from 16swg (1.6 mm thick) GI sheet of 500 mm width& 100 mm height comprising all requiredstandard accessories.

M (7-11-5)


45

Supplying & erecting mains with 2x1.5 sq.mmF.R copper PVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or anyother places as per specification No: WG-MA/BW

M (1-3-1)


46

Supplying and erecting green colour earthingwith 1x 1.5 sq.mm F.R copper PVC insulatedwire laid in provided conduit/trunking/insidepole/Bus bars or any other places. as perspecification No : WG-MA/BW

M





47

Supplying & erecting mains with 2x2.5 sq.mmF.R copper PVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or anyother places. as per specification No: WG-MA/BW

M (1-3-3)


48

Supplying and erecting green colour earthingwith 1x 2.5 sq.mm F.R copper PVC insulatedwire laid in provided conduit/trunking/insidepole/Bus bars or any other places. as perspecification No : WG-MA/BW

M


49

Supplying & erecting mains with 2x4 sq.mmF.R copper PVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or anyother places. as per specification No: WG-MA/BW

M (1-3-5)


50

Supplying and erecting ISI mark modular typeswitch 6A / 10A duly erected on provided plateand box with wiring connections complete. Each (1-8-1)


51

Supplying and erecting ISI mark modular type3 pin 6A multi sockets with safety shutter, dulyerected on provided plate and box with wiringconnections complete.

Each (1-8-10)


52

Supplying and erecting ISI mark modular typeswitch 16 / 20 A with indicator, duly erected onprovided plate and box with wiring connectionscomplete.

Each (1-8-6)


53

Supplying and erecting ISI mark modular type3 pin 6 / 16A multi socket with safety shutter,duly erected on provided plate and box withwiring connections complete.

Each (1-8-11)


54

Supplying and erecting ISI mark modular type(two module) electronic step regulator for fan,duly erected on provided plate and box withwiring connections complete. Note: Add Rs 57/-for additional two module box with doublemounting plate if required.

Each (1-8-23)


55

Supplying and erecting PVC Surface modularswitch box with double mounting plate for 2modules duly erected. Each (1-8-27)


56



57






58



59

Wiring for plug on board with Switch socket,copper wiring and earthing as per specificationNo: WG-PW/SW Point (1-9-13-

1)


60

Point wiring in PVC trunking (casing-capping)with 1.5 sq.mm (2+1E) FRLSH grade copperwire, flush type switch, earthing and requiredaccessories as per specification No: WG-PW/SW

Point (1-9-17)


61

Point wiring PVC trunking (casingcapping) with1.5 sq.mm (2+1E) FRLS grade copper wire,modular type switch,earthing and requiredaccessories as per specification No: WG-PW/SW(fan wiring)

Point (1-9-26)


62

Supplying & erecting telephone copper cable 2pair with 0.5 mm dia. laid in provided PVCcasing capping/ conduit as per specificationNo. WG-TW

M (1-10-1)


63

Supplying & erecting jelly filled unarmouredtelephone cable 100 pair with 0.5 mm dia. laidin provided PVC casing capping/ conduit asper specification No. WG-TW

m (1-10-12)


64

Supplying, erecting & commissioning junctionbox suitable for 100 pairs as per specificationNo. WG-TW Each (1-11-18)


65

Supplying & erecting ready to use Retrofit T8LED 18 / 20 tube light with polycarbonatebody, heat sink, integrated HF electronic drivercomplete & compatible to T8 / T12 LEDluminaire by disconnecting starter & ballast ifnecessary.

Each (2-10-14)


66

Supplying & fixing anchor type fastener fanhook, with 2 nos. of 10 mm dia x 75 mm longwith necessary materials for ceiling fan. Each (2-13-2)


67

Supplying, erecting & marking SPMCB 6A to32A, C-series (for motor/power) in provideddistribution board as per specification no. SW-SWR/MCB

Each (5-3-2)


68

Providing, erecting and commissioning 2 poleRCCB only of electromagnetic type with30/100/300 mA sensitivity and having capacityof 16/ 25A complete as per specification no.SWRCCB/ RCCB

Each (5-6-1)





69

Supplying and erecting single pole and neutraldistribution board (SPNDB) with doorsurface/flush mounted with 2 ways forincoming and 6 ways for outgoing SP MCB’son iron/ GI frame as per specification no. SW-SWR/MCBDB

Each (5-4-18)


70

Supplying and erecting single pole and neutraldistribution board (SPNDB) with doorsurface/flush mounted with 2 ways forincoming and 2 ways for outgoing SP MCB’son iron/ GI frame as per specification no. SW-SWR/MCBDB

Each (5-4-17)


71

Supplying, erecting & marking FPMCB 6A to32A in provided distribution board as perspecification no. SW- WR/MCB Each (5-3-16)


72

Supplying, erecting & marking DPMCB 6A to32A, C- series (for motor/power) in provideddistribution board as per specification no. SW-SWR/MCB

Each (5-3-6)


73

Providing earthing with copper earth plate size60 x 60 x 0.315 cm with funnel with a wiremesh for watering and brick masonry block C.l.cover with minimum 25 kg Carbon basedenvironment friendly back fill GroundEnhancing compound complete with allmaterials, testing & recording the results asper specification no ESE -LA

Each (9-1-6)


74Providing and Back filling back filling groundenhancing compound 25 kg bag complete. Each (9-3-2)


75

Supplying and erecting GI strip of required sizeused for earthing on wall and/or any otherpurpose with necessary GI clamps fixed onwall painted with bituminous paint in anapproved manner with joints required. As perspecification no EA-EP.

Kg (9-2-3)


76

Supplying and erecting static energy meter440 V 50 Hz. 100A ISI mark meter AC 3phase 4 wires LCD/LED display completeerected on polished teak wood board dulywired with required size of weather proof PVCwires duly tested for class II accuracy byelectric supply company.

Each (6-3-4)





77

Design, fabrication, supply, testing,commissioning of medium voltage, 415 volts,MS cubicle metering panel, floor mounted,extensible complete with ‘C’ channels, andstand mounted @350mm/300mmaboveground level. fabricated of 14/16 CRCA sheet,treated, powder coated with Siemens graycolor, cable alleys/ cable end boxes, highelectrical grade Aluminum bus bars, with colorcoded, heat shrinkable sleeves, mounted onDMC / SMC supports, with following mountings, interconnection, indicating lamps, metering ,CT’s , HRC fuses etc. and arrangement ofmeters & separate DG section & MSEBsection with necessary wiring etc. as perenclosed sheet


MSEB Section:-( EWS A ) 1 BHK As Directed by Engineer In-charge

200 A TPN MCCB with 250 Amp AluminumBusbar Box : 1 No.


MCB: As Directed by Engineer In-charge

1. 32A DP MCB, 10 kA : =25 Nos. As Directed by Engineer In-charge

1. 40A FP MCB, 10 kA : =1 Nos. As Directed by Engineer In-charge

Nos. of Energy Meters single Phase -25Nos


Nos. of Energy Meters Three Phase -1Nos


DG Section:- As Directed by Engineer In-charge

63 amp Auto changeover As Directed by Engineer In-charge

63 amp, 4 pole MCB 2 nos for in comingsupply ,AC3 contactor 2 nos for MSEDCL &DG, 100 amp TPN MCB 1 No. for out going ,Mechanikcal interlock, on delay timer, 1phasepreventer, MSEB & DG on indication, withnecessary power & Control wiring


63 Amp,TPN MCCB with 100 A AluminumBusbar Box : 1 No.


Out going MCB: As Directed by Engineer In-charge

78 Each NON - CSR




40A FP MCB : 2 Nos. As Directed by Engineer In-charge

32TP MCB : 1 No. As Directed by Engineer In-charge

25 A SP MCB : 2 Nos. As Directed by Engineer In-charge

10 A SP MCB : 6 Nos. As Directed by Engineer In-charge

MSEB Section:- (EWS A ) As Directed by Engineer In-charge





Nos. of Energy Meters Three Phase - 25Nos


MSEB Section:- (EWS A ) As Directed by Engineer In-charge





Nos. of Energy Meters Three Phase - 17 Nos As Directed by Engineer In-charge

LIFT SYSYTEM As Directed by Engineer In-charge

81SITC of Electric Traction Passenger Lift withRated capacity :- 16 Passenger/1088Kg, Each (17-1-8)


82For Lift travelling above six floors & up tofifteen floors at a speed of 1.5 mps, add asbelow,

Floor Add on A1 -4


83If there is additional automatic car door, add asbelow. Set Add on

B -4


84

For vision panel having Size 100mm wide x200mm high covered with fire rated laminatedglass, having punched Jali as a part of thedoor panel SS sheet itself.

Each Add on F


80 EachNON - CSR

79 EachNON - CSR




1

Providing & erecting 9 m high (clearheight) galvanised OCTAGONAL polewith foundation bolts having bottom of155 mm A/F, top 70 mm A/F on providedfoundation as per specificationNo.OHPL/OPL

Each (8-3-16)


2

Supplying, erecting & terminating XLPEarmoured cable 4 core 4 sq. mm. copperconductor continuous 5.48 sq. mm. (12SWG) G.I. earth wire complete erectedwith glands & lugs, on wall/ trusses/ poleor laid in provided trench/ pipe as perspecification no CB-LT/CU

Mtr (7-2-31


3

Supplying, erecting & terminating XPLEarmoured cable 4 core 16 sq. mm.aluminium conductor with continuous5.48 sq. mm. (12 SWG) G.I. earth wirecomplete erected with glands & lugs, onwall/ trusses/pole or laid in providedtrench/ pipe as per specificTation no. CB-LT/AL

Mtr (7-1-29)


4

Supplying and erecting LED street lightfitting suitable for above75W - 90W lamp,including lamp, with PF > 0.95 class IP 65and above housing of pressure die castaluminium alloy and heat sink extrudedaluminium complete per specification No.FG-ODF/FLS2

Each ( 2-5-7)



Schedule C-Street Light (Project 3)

Sr. No.

Item Description

Unit DSR NO




5

Supplying and erecting Street lightbracket for erection of Double fitting ontubular welded pole with 40 mm. dia 1.0m long “B” grade G.I. pipe along with polecap of 125mm dia 600 mm long dulywelded as per specification no. FG-BKT/BPC

Each (2-9-8)


6

Making M- 20 grade reinforced cementconcrete foundation suitable for 9m &10m high octagonal /conical G.I. pole byconsidering the safe soil bearing capacityat site as 10 T/sq. m at 1.5 m depthincluding supply of steel, concrete,excavation and fixing provided nut boltswith the help of template, duly plaster withthe help of template as per design in anapproved manner.

Each (16.3.11)


7

Providing pipe type earthing with 40mm.dia. G.l. pipe or 20 mm dia. G.l. Rodcomplete with all materials as perspecification No. EA-EP Each (9-1-4)


8

Supplying, erecting & marking SPMCB6A to 32A, B- series (for lighting) inprovided distribution board as perspecification No. SW-SWR/MCB Each (5-3-3)


9

Supplying, erecting & terminating PVCarmouredcable 3½ core 50 sqmmaluminium conductor with continuous5.48 sq mm (12 SWG) G.I. earth wirecomplete erected with glands & lugs, onwall/ trusses/pole or laid in providedtrench/pipe as per specification no. CB-LT/AL

Mtr (7-1-19)





10

Supplying & erecting street light controlpanel in powder coated CRCA 4/16 SWGsheet, outdoor type, three phase, 415Voltsconsisted of suitable ratingcontactor, 24 Hrs Digital / Astronomicaltime switch, TPN MCB 40 Amp,Auto/manual selector switch, ON/OFFpush buttons, indicator lamps, controlwiring, metering device, etc for automaticoperation & overcurrent, short circuit,earth fault protection of street lights uptothe max load of 6 Kw on provided ironframe / CC foundation.

Each (5-2-18)


11

Supplying and erecting mini feeder pillartriple pole with 300A FPMCCB asincomer and 3 outgoing circuits with HRCFuse base and Cartridge of 100Aconsists of aluminium bus bar 500V300Acomplete erected in 14 gaugeCRCA sheet box with supporting angles,self locks, gasket and slanting top to beerected on provided foundation as per perspecification No. SW-SWR/MFP

Each ( 5-2-15)


12

Supplying & erecting FRP box of size300mm x 200mm x 125 mm, 2.7 mmthick complete on pole/wall as perspecification No.CB-SB Each (7-8-8)





13

Supplying and erecting Static energymeter with 3X240V 50 cycles A.C. supply10-60 A, ISI mark, accuracy class 1.0with backlit LCD Display, (measuring &Display kWh ONLY ) with transparentHinge Type box complete erected onpolished T.W. board duly wired withrequiredsize of weather proof PVC wires dulytested by electric supply company.

Each (6-3-3)


14

Supplying & laying (includingexcavation)15 cm dia RCC Hume pipewith coupling collar of standard thicknessat required depth up to 90 cm below road/ ground surface, for enclosing providedcable & necessary back filling with lightramming to make the road/groundsurface as it was (Except bitumencarpet).

M (7-6-5)


15

Supplying & laying (including excavation)15 cm dia half round RCC Hume pipe ofstandard thickness at required depth upto 90 cms. below road / ground surface,for enclosing provided cable & necessaryback filling with light ramming to make theroad/ground surface as it was (Exceptbitumen carpet).

m (7-6-6)


16

Excavating hard Rock or bituminous roadby chiselling for preparing pit for pole /stay/earth plate / for laying cable/ pipe &clearing the site by removing debris &making the site as required complete. M3 (16-1-5)





17

Excavating hard murum / metal road bychiselling for preparing pit for poles stayor earth plates or for laying cables, pipes& clearing the site by removing debris &making the site as required complete. M3 (16-1-6)





1 (8-3-14)

Providing & erecting 7 m high (clear height)galvanised OCTAGONAL pole with foundationbolts having bottom of 155 mm A/F, top 70 mmA/F on provided foundation as per specificationNo.OHPL/OPL (8.3.14)

Each


2 ( 8-3-30)

Providing and erecting Galvanised 1000mmsingle arm sword type bracket with FRP domeand ball as per specification No. OH-PL/PBKT( 8-3-30)

Each


3 ( 8-3-31)

Providing and erecting Galvanised 1000mmdouble arm sword type bracket with FRP domeand ball as per specification No. OH-PL/PBKT (8-3-31)

Each


4 (8-3-2)

Supplying and erecting 16 m (clear height) HighMast (Top 150mm, Bottom- 360mm) withlowering and raising motorized unit, lanterncarriage assembly suitable for max. 8 nos.luminaries and its control gear box, lightningfinial, arrangement for fixing aviation light andfoundation bolts on provided foundation as perspecification No. OH-PL/HM (excludingluminaries and CG Boxes).

Each


5 (7-1-26)

Supplying, erecting & terminating XLPEarmoured cable 4 core 4 sq. mm. aluminiumconductor with continuous 5.48 sq. mm. (12SWG) G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole or laid inprovided trench/ pipe as per specification no.CB-LT/AL.(7-1-26)

Mtr


6 (7-2-8)

Supplying, erecting & terminating XLPEarmoured cable 2 core 2.5 sq. mm. copperconductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands &lugs, on wall/ trusses/ pole or laid in providedtrench/ pipe as per specification no. CB-LT/CU.(7-2-8)

Mtr



Schedule C - Landscape Electrical EWS A - Project 3

Sr. No. DSR No

Item Description

unit




7 (7-2-34)

Supplying, erecting & terminating XLPEarmoured cable 4 core 16 sq. mm. copperconductor with continuous 5.48 sq. mm. (12SWG) G.I. earth wire complete erected withglands & lugs, on wall/ trusses/ pole or laid inprovided trench/ pipe as per specification no.CB-LT/CU.(7-2-34)

Mtr


8 (7-2-33)

Supplying, erecting & terminating XLPEarmoured cable 4 core 10 sq. mm. copperconductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands &lugs, on wall/ trusses/ pole or laid in providedtrench/ pipe as per specification no.CB-LT/CU.(7-2-33)

Mtr


9 (7-6-9)

Supplying and laying (including excavation) 50mm outside dia. double wall corrugated pipes(DWC)of HDPE for enclosing cable belowground/ road surface, to required depthcomplete. ( 7-6-11)

Mtr


10 (2-5-7)

Supplying and erecting LED street light fittingsuitable for above 75W - 90W lamp, includinglamp, with PF > 0.95 class IP 65 and abovehousing of pressure die cast aluminium alloyand heat sink extruded aluminium complete perspecification No. FGODF/ FLS2.

Each


11 (2-5-10)

Supplying and erecting LED street light fitting150 W, including lamp, with PF > 0.95 class IP65 and above housing of pressure die castaluminium alloy and heat sink extrudedaluminium complete per specification No FG-ODF/FLS-2.(2-5-10)

Each


12 (16-3-9)

Making M- 20 grade reinforced cementconcrete foundation by considering the safe soilbearing capacity at site as 10 T/sq.m at 1.5 mdepth including supply of steel, concrete,excavation and fixing provided nut bolts withthe help of template, duly plastered as perdesign complete (for 6m to 8m high octagonal/conical GI pole).

Each


13 (16-3-13)

Making M- 20 cement concrete foundation byconsidering the safe soil bearing capacity atsite as 10 T/sq. m at 2 m depth includingexcavation and fixing provided nut bolts withthe help of template, duly plastered as perdesign complete (for 16 m raising lowering highmast).

Each





14 (9-1-4)

Providing pipe type earthing with 40mm. dia.G.l. pipe or 20 mm dia. G.l. Rod complete withall materials as per specification no. EAEP.(9-1-4)

Each


15 (5-3-3)

Supplying, erecting & marking SPMCB 6A to32A, B- series (for lighting) in provideddistribution board as per specification no.SWSWR/MCB.(5-3-3)

Each


16 (5-2-18)

Supplying & erecting street light control panel inpowder coated CRCA 14/16 SWG sheet,outdoor type, three phase, 415 V consisted ofsuitable rating contactor, 24 hrs digital /astronomical time switch with minimum 5 yearsbattery backup, TPN MCB 40 A auto/manualselector switch, ON/OFF push buttons,indicator lamps, control wiring, metering device,etc for automatic operation & overcurrent, shortcircuit, earth fault protection of street lights uptothe max load of 6 kW on provided iron frame /CC foundation complete.(5-2-18)

Each


17 (6-3-3)

Supplying and erecting Static energy meter with3X240V 50 cycles A.C. supply 10-60 A, ISImark, accuracy class 1.0 with backlit LCDDisplay, (measuring & Display kWh ONLY )with transparent Hinge Type box completeerected on polished T.W. board duly wired withrequired size of weather proof PVC wires dulytested by electric supply company.(6.3.3)

Each


18 (7-6-5)

Supplying & laying (including excavation)15 cmdia RCC Hume pipe with coupling collar ofstandard thickness at required depth up to 90cm below road / ground surface, for enclosingprovided cable & necessary back filling withlight ramming to make the road/ground surfaceas it was (Except bitumen carpet). (7.6.5)

M


19 (16-1-5)

Excavating hard Rock or bituminous road bychiselling for preparing pit for pole / stay/earthplate / for laying cable/ pipe & clearing the siteby removing debris & making the site asrequired complete.(16-1-5)

M3





20 (16-1-6)

Excavating hard murum / metal road bychiselling for preparing pit for poles stay orearth plates or for laying cables, pipes &clearing the site by removing debris & makingthe site as required complete.

M3


21 RAProviding & fixing meter panel box as perattached RA Each





ROOF TOP ON GRID SOLAR SYSTEM (ESD-RT-ONG)

1

Supplying, installing, testing andcommissioning of 1 kWp capacityon grid solar power pack with GImounting structure and interconnecting wires / cables withoutbattery bank SPV modules andsolar power conditioning unit ofrequired capacity complete, wi

Each (4-6-1) As directed by Engineer In-charge


Abstract - EWS A - Solar Panel for Hot Water - 21 bldg

Schedule C

Sr. No. Item Description Unit DSR NO




Sr. No.

Description of ItemSSR Item

No.

Specification No.

AdditionalSpecifications

1 Dismantling stone masonry in lime or cementmortar including stacking the materials asdirected with all leads, lifts complete.


2 Removing lime or lean cement concreteincluding stacking the spoils as directed with allleads, lifts complete.


3 Dismantling brick masonry in lime or cementmortar and stacking the materials as directedwith all leads, lifts, complete.


4 Excavation for foundation in earth, soil of alltypes, sand, gravel and soft murum, includingremoving the excavated material up to adistance of 50 m. beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation andnecessary back filling, ramming, wateringincluding shoring and strutting etc. complete.(Lift upto 1.5 m.) By Mechanical Means

21.02 BdA-1 BdA-1, ModernMachinery shall be used as directed by Engineer In Charge

5 Excavation for foundation in hard murum andboulders including removing the excavatedmaterial up to a distance 50 metres, beyond thebuilding area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling,ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.5m.) ByMechanical Means

21.10 BdA-3 BdA-3, Modern Machinery shall be used as directed by Engineer In Charge

6 Excavation for foundation in Hard rock bychiselling, wedging, line drilling, etc. includingtrimming and levelling the bed, removing theexcavated material upto a distance of 50 metresbeyond the building area stacking as directed,dewatering and back filling with availableearth/ murum watering, ramming etc. complete.(Lift upto 1.5 m). By Mechanical Means

21.20 BdA-5 BdA-5, Modern Machinery shall be used as directed by Engineer In Charge

Schedule - C : - Compound Wall & Gates




7 Providing and laying Cast in situ/Ready Mixcement concrete in M-15 of trap/granite/quartzite/ gneiss metal for foundationand bedding including bailing out water, Steelcentering, formwork, laying/pumping,compacting, roughening them if special finish isto be provided, finishing if required and curingcomplete, with fully automatic micro processorbased PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade)

24.01 Bd.E.1 Bd.E.1 & Asdirected by Engineerin charge. Also Intelligent curing system shall beemployed

8 Providing and laying in situ/ Ready Mixcement concrete M-20 of trap/granite/quartzite/ gneiss metal for R.C.C. workin foundations like raft, strip foundations,grillage and footings of R.C.C. columns andsteel stanchions etc. including bailing out water,formwork, laying/ pumping cover blocks,compaction and curing roughening the surfaceif special finish is to be provided, (Excludingreinforcement and structural steel) etc.complete, with fully automatic micro processorbased PLC with SCADA enabled ReversibleDrum Type mixer/ concrete Batch Mix plant(Pan mixer) etc. complete, with fine aggregate(Natural Sand/ Crushed Sand V.S.I. Gradefinely washed etc.)

25.11 Bd.F.3 B-7 Bd.F.3 B-7 & Asdirected by Engineerin charge. Also Intelligent curing system shall beemployed




9 Providing and laying Cast in situ/ Ready Mixcement concrete in M-20 of trap/ granite/quartzite/ gneiss metal for Pardi, Slab, Landing,Waist Slab, Steps. Chajja, laying/ pumping,compacting, roughening them if special finish isto be provided, finishing if required and curingcomplete, with fully automatic micro processorbased PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I. qualityArtificial Sand. For aluminium formwork:- Structures to be ofRCC Loadbearing Design. The ConstructionTechnology should allow for simultaneous pourof slabs and wall alongwith all structural andarchitectural features in one operation. Hencethe Slabs and Walls along with staircases, lofts,sunken areas, window hoods and architecutralfeatures to be formed in one operation to ensurejointless concrete construction. The Concrete soformed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerancesconforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/-3mmVariation in Dimension

Aluform RA

Bd.F.11 B-7 Bd.F.11 B-7 & Asdirected by Engineerin charge. Also Intelligent curing system shall beemployed

10 Providing cast in situ / ready mix M-20 gradecement concrete for head walls of CD work /retaining walls etc. including necessary formwork, compaction, finishing and curing etc.complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer) withSCADA with Natural / VSI standard ArtificialSand

11.29 CD-8 CD-8 & Asdirected by Engineerin charge. Also Intelligent curing system shall beemployed

11 Providing, cutting, bending, hooking, tying andlaying in position TMT FE 500 steel bars forreinforcement for all RCC works as per detaileddrawings etc. complete.

14.01 BR-35 BR-35 & Asdirected by Engineerin charge.and percentageelongation shall at

12 Providing structural steel work in hollowsection of various thickness and sizes in square,rectanular and round shape from 25mm to450mm section as per IS 4923 YST 310 Gradeproduced from iron ore and blast furnace routeetc. as per detailed designs and drawing or asdirected including cutting, fabricating, hoisting,erecting, fixing in position, making riveted /bolted/ welded connections and paintingcomplete.


charge.





13 Providing and applying two coats of exterioracraylic emulsion paint confirming tocorresponding I.S. of approved manufactureand of approved colour to the plastered surfacesincluding cleaning ,preparing the plastersurface, applying primer coat ,scaffolding ifnecessary , and watering the surface for twodays etc complete.


charge.


14 Providing and erecting Chain link fencing 0.6M. height with G.I. chain link of size 50 x 50mm 8 guage thick and fixed 75 mm above Pardilevel vertical M.S Angle of 40 x 40 x 6 mm sizeembedded in concrete pardi at 1.75 M.c/c withiron bar 16 mm dia as hold fast includingwelding link with angle frame at 30 cm c/c nutsand bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size and verticalM.S. flat 35 x 5 mm and 25 x 5 mm horizontalincluding including 3 coats of oil paintingincluding Primer etc. complete.

RA As directed by Engineer in charge.

15 Providing and laying of filter media withgranular materials/ stone crushed aggregatessatisfying the requirements laid down in clause2504.2.2 of MoRTH specifications to athickness of not less than 600 mm with smallersize towards the soil and bigger size towards thewall and provided over the entire surfacebehind abutment, wing wall and return wall tothe full height compacted to a firm condition asper drawing and technical specificationsetc.complete.

12.72 MORT&H Clause

No.2200 710.1.4.of

IRC:78

MORT&H Clause No.2200 710.1.4.of IRC:78 & As directed by Engineer in charge.

16 Providing and laying of filter media withgranular materials/ stone crushed aggregatessatisfying the requirements laid down in clause2504.2.2 of MoRTH specifications to athickness of not less than 600 mm with smallersize towards the soil and bigger size towards thewall and provided over the entire surfacebehind abutment, wing wall and return wall tothe full height compacted to a firm condition asper drawing and technical specifications etc.complete. (Shall be prepared in place by usingexcavated hard rock material obtained fromsite)

RA MORT&H Clause

No.2200 710.1.4.of

IRC:78

MORT&H Clause No.2200 710.1.4.of IRC:78 & As directed by Engineer in charge.

17 Providing and laying Weep Holes of 100 mmdiameter AC/ PVC pipes as per drawing forabutment returns, return walls etc. Complete.

17.37 MORT&H (5th Rev.) 2705, 2706

MORT&H (5th Rev.) 2705, 2706 & As directed by Engineer in charge.




Item No. SSR Item No Item of Work Unit

SuperStructure Work

1 D.S.R.2020-21 Item No. 26.19

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-35 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, rougheningthem if special finish is to be provided, finishing ifrequired and curing complete, with fully automaticmicro processor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I. quality ArtificialSand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mmVariation of Linear Building Lines from establishedpositions in plan: +/- 5mm

Cubic Metre


A D.S.R.2020-21 Item No. 26.19

RCC Pardi M30 - 3rd & 4thFloor Cubic Metre


B D.S.R.2020-21 Item No. 26.19

RCC Pardi M25 - 5th to 13th Floor Cubic Metre



Schedule C- EWS A

SUB ESTIMATE NO. V




2 D.S.R.2020-21 Item No. 25.74

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-35 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, rougheningthem if special finish is to be provided, finishing ifrequired and curing complete, with fully automaticmicro processor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I. quality ArtificialSand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mm

Cubic Metre


A D.S.R.2020-21 Item No. 25.72

RCC Slab M30 - 3rd & 4th Floor Cubic Metre


B D.S.R.2020-21 Item No. 25.72

RCC Slab M25 - 5th to 13th Floor Cubic Metre


3 D.S.R.2020-21 Item No. 26.26

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-35 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps. Chajja, laying/ pumping, compacting, rougheningthem if special finish is to be provided, finishing ifrequired and curing complete, with fully automaticmicro processor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I. quality ArtificialSand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sectionsmore than 150mm but less than 300mm : +/-3mm

Cubic Metre





A D.S.R.2020-21 Item No. 26.26

RCC Waist Slab and Steps M30 - 3rd & 4th Floor Cubic Metre


B D.S.R.2020-21 Item No. 26.26

RCC Waist Slab and Steps M25 - 5th to 13th Floor Cubic Metre


4 D.S.R.2020-21 Item No. 26.07

Providing and laying Cast in situ/ Ready Mix cementconcrete in M-35 of trap/ granite/ quartzite/ gneissmetal for Pardi, Slab, Landing, Waist Slab, Steps.Chajja, laying/ pumping, compacting, rougheningthem if special finish is to be provided, finishing ifrequired and curing complete, with fully automaticmicro processor based PLC with SCADA enabledreversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With V.S.I. quality ArtificialSand. For aluminium formwork:- Structures to be of RCCLoadbearing Design. The Construction Technologyshould allow for simultaneous pour of slabs and wallalongwith all structural and architectural features inone operation. Hence the Slabs and Walls along withstaircases, lofts, sunken areas, window hoods andarchitecutral features to be formed in one operation toensure jointless concrete construction. The Concreteso formed should be form finish and within thetolerances as mentioned below.Form Finish Concrete with Tolerances conforming to:Variation in PlumbVariation within each floor height: +/- 2mm.Variation within the height of the building: +/- 3mmVariation in DimensionVariation within cross section Dimension for sectionsless than 150mm : +/- 2mmVariation within cross section Dimensions for sections

th 150 b t l th 300 / 3

Cubic Metre


A D.S.R.2020-21 Item No. 26.07

RCC Chajja M30 - 3rd & 4th Floor Cubic Metre


B D.S.R.2020-21 Item No. 26.07

RCC Chajja M25 - 5th to 13th Floor Cubic Metre


5 D.S.R.2020-21 Item No. 26.33

Providing and fixing in position TMT FE -500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules, including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required complete.

Metric Tonne


6 D.S.R.2020-21 Item No. 26.68

Providing and fixing during laying in RCC Slabrectangular 2 mm thick M.S. sheet fan hook box ofsize 180x100 mm with required depth with holes ornotches as required, bottom and top sides of 1.6 mmM.S. sheet fixed with 3.5 mm dia. round headedscrews together with 12 mm dia. M.S. bar bent toshape with hooked ends for fan hook and painting toexposed surface.

Number


7 D.S.R.2020-21 Item No. 33.42

Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605 mm x to 605 mm of 8 to10 mm thickness and confirming IS. 15622-2006(Group Bla) of approved make, shade and pattern forflooring in required position laid on a bed of 1:4

Square Metre





8 D.S.R.2020-21 Item No. 33.43

Providing and laying vitrified matt finish tiles having size 590 mm to 605 mm x to 605 mm of 8 to10 mm thickness and confirming IS. 15622-2006(Group Bla) of approved make, shade and pattern forflooring in required position laid on a bed of 1:4cement mortar including neat cement float, fillingjoints, curing and cleaning etc. complete. b) Skirting

Square Metre


9 D.S.R.2020-21 Item No. 33.67

Providing and laying Antiskid Ceramic tiles ofapproved quality of size 30 cm x 30 cm andconfirming to IS 15622-2006 (Group-B IIA) forantiskid flooring in required position laid on a bed of1:4 cement mortar including cement float, filling jointwith cement slurry cleaning curing etc. complete.

Square Metre


10 D.S.R.2020-21 Item No. 33.25

Providing and laying ceramic tiles of having size 30cm. x 30 cm. and confirming to corresponding I.S.for dado and skirting in required position withreadymade adhesive mortar of approved quality onplaster of 1:2 cement mortar including joint filling with

Square Metre


11 D.S.R.2020-21 Item No. 33.27

Providing and laying ceramic tiles having size 30cm. x 60 cm. confirming to corresponding I.S. for dado and skirting in required position with readymadeadhesive mortar of approved quality on plaster of 1:2cement mortar including joint filling with white/ colourcement slurry cleaning curing etc. complete.

Square Metre


12 D.S.R.2020-21 Item No. 33.24

Providing and laying matt finish ceramic Tread andRiser of length and width of Tread and Riserrespectively in single piece confirming toI.S.15622/2006 (group DII - A) and 7 to 8mm thick forflooring in required position laid on a bed of 1:4cement mortar including cement float, filling joint withwhite/colour cement slurry cleaning curing etc.complete.

Square Metre


13 D.S.R.2020-21 Item No. 36.18

Providing and applying putty to new plasteredsurfaces in two coats to receive approved paint in allpositions including all materials,labour scaffolding andcuring etc. complete.

Square Metre


14D.S.R.2020-21

Item No. 36.11+36.01

Providing and applying washable oil-bounddistemper of approved colour and shade to old andnew surfaces in two coats including scaffolding,preparing the surfaces. (excluding the primer coat.)etc. complete.

Square Metre


15 D.S.R.2020-21 Item No. 35.25

Providing and applying two coats of exterior acraylicemulsion paint confirming to corresponding I.S. ofapproved manufacture and of approved colour to theplastered surfaces including cleaning ,preparing theplaster surface, applying primer coat ,scaffolding ifnecessary , and watering the surface for two days etccomplete.

Square Metre


16 CPWD Vol - 2 - 13.86

6 mm plaster on cement concrete or reinforcedcement concrete work with white cement basedpolymer modified self curing mortar of approvedmake as per the direction of Engineer-In-Charge. Square

Metre

Contractor can execute scratch plaster items in place of this item at no extra cost. As directed by Engineer In-charge




17 D.S.R.2020-21 Item No. 41.78

Providing and constructing granite kitchen platformwith fixing of stainless steel sink 600 mm x 450 mmsize as per detailed drawing including vertical bothside polished kadappah stone 25 to 30 mm thicksupports with kadappah top 35 to 40 mm thick andpolished granite 16 to 20 mm top with side strips ofgranite at front and both sides of platform raised withtwo vertical granite supports 15 cm height and topgranite of 75 x 40 cm including cutting, opening forsink of required size in kadappah as well as graniteetc. complete. (Platform top size 2.40 m x 0.60 m andheight is 0.75 m)

Square Metre

The drawing and the details shown are to be

executed and As directed by Engineer In-

charge

18 D.S.R.2020-21 Item No. 39.10

Providing and fixing solid core flush door shuttercommercial in single leaf 32 mm thick withoutventilator commercial type of exterior grade as perdetailed drawings with wrought iron hold fast,stainless steel fixtures and fastenings and handles onboth sides and finishing with oil painting 3 coatscomplete. Bedroom

Square Metre

The teakwood lipping patti at the jucntion of frame edge and wall is to be provided at no

extra cost and As directed by Engineer In-

charge

19 D.S.R.2020-21 Item No. 39.47

Providing and Fixing 30 MM thick BOTH SIDEPRELAMINATED SOLID PANEL PVC DOORSHUTTER consisting of frame made out of M.S tubesof 19 guage thickness and, size 19 x 19 mm for stylesand 15 x15 mm for the top and bottom rails, M.Sframe shall have a coat of metel primer of approvedmake and manufacture. M.S frame shall be coveredwith heat mouled PVC 'C' channel made from 5 mm(+/0.25) thick prelaminated sheet of density 600kg/cbm ,of size 30mm thickness 70mm width out ofwhich 50mm shall be flat and 20mm shall be taperedin 45? angle on either side forming stiles ; and 5 mmthick ,95 mm wide PVC sheet out of which 75 mmshall be falt and 20 mm shall be tapered in 45 on theinner side to form top and bottom rail and 115 mmwide PVC sheet out of which 75 mm shall be falt and20 mm shall be tapered on both sides to form lockrail.Top,bottom and lock rail shall be provided eitherside of the panel. An additional 5 mm (+/0.25) thickPVC strip of 20 mm width is to be stuck on the bottomside of the ' c ' channel prelaminated paneling of 5mm (+/0.25) thick PVC sheet to be fitted inside theM.S. frame welded/ sealed to the styles and rails with5 mm (+/0.25) x 30 mm PVC sheet beadin on eitherside and joined together with solvent cement

Square Metre


20 D.S.R.2020-21 Item No. 39.49

Providing and fixing cold rolled steel hollow doorframe 105mm x 60mm for anysizes including holdfast hinges, tie members with red oxide and graypaint etc. complete as per I.S.I. specifications andcode of practice prescribed including anticorrosivetreatment as directed by the engineer.

Running Meter

The teakwood lipping patti at the jucntion of frame edge and wall is to be provided at no

extra cost and As directed by Engineer In-

charge




21 D.S.R.2020-21 Item No. 39.23

Providing and fixing in position factory made boxtype fully glazed window consisting of cold rolledsection of 105mm x 60mm x 1.25mm thick framesection filled with cement concrete (1:2:4) and steelsection F4B as per detailed drawing and designincluding mild steel 12mm square bars at 10cmcenter to center, required F7B section, section T6,section for shutter frame (Louvered clips in case ofLouvered window portion) and 3mm thick glass ofapproved quality of necessaryfixtures and fastening,finishing with one coat of anticorrosive paint etc.complete .

Square Metre

The Phase I project execution is in progress ,

The Employer wants identical fabrication and fixtures and As directed by Engineer In-charge

22 D.S.R.2020-21 Item No. 31.05

Providing water proof bedding for flooring of Bathand WC 25 mm thick in C.M. 1:3 including usingapproved water proofing compound in specifiedproportion as per manufacturers specifications for perbag of cement including leveling, curing and covering10 years guarantee on court fee stamp paper ofRs.500/- including ponding test etc. complete.

Square Metre


23 D.S.R.2020-21 Item No. 31.04

Providing cement based water proofing treatmentto terraces (Indian water proofing or alike) withbrick bats laid in required lope to drain the water forany span after cleaning the base surface. Applying acoat of cement slurry admixed with approved waterproofing compound and laying the brick bats onbottom layer in C.M.1:5 admixed with approved waterproofing compound filling up to half depth of brickbats, curing this layer for 3 days, applying cementslurry over this layer joints of brick bats with C.M.1:3admixed with approved water proofing compound andfinally top finishing with average 20 mm. thick layersof same mortar added with jute fiber at 1 Kg per bagincluding finishing the surface smooth with cementslurry admixed with approved water proofingcompound. Marking finished surface with falsesquares of 300mm x 300 mm. making the junctions atthe parapet rounded and tapered top for requiredheight, with drip mould at the junction of plaster andparapet and curing and covering 10 years Guaranteeagainst leakproofness on Court fee stamp paper ofRs. 500/- including ponding test etc. complete.

Square Metre


24 D.S.R.2020-21 Item No. 31.09

Providing and applying water proofing treatmentusing acrylic polymer modified cement basedwater proofing coating with fibre glass mesh mixingat the rate of powder to liquid (2:1) by weight covering9 to 10 sqm /kg with two coat using Dr. Fixit or alikeof chemicals for masonry and concrete surface bybrush covering 7 years guarantee on Stamp Papersetc. complete.

Square Metre


25 D.S.R.2020-21 Item No. 40.06

Providing and fixing 40mm diameter and 1.5mm thickStainless steel hand railing in S.S.304 Gradeincluding fabricating ,fixtures, errecting, necessarywelding, grinding, finishing, buffing to stainless steelpipe etc. complete

Running Meter


26 D.S.R.2020-21 Item No. 40.02

Providing and fixing mild steel grill work forwindows, ventilators, railing etc.15 Kilogram / SquareMetre as per drawing including fixtures necessarywelding and painting with one coat of anticorrosivepaint and two coats of oil painting complete.

Square Meter





27 Approved RA of PCMC

Supply and Installation of Double Leaf Metallic Fire Door assembly system with 2 Hours Fire Ratingperformance tested in accordance to IS 3614 (part 2)1992 or BS:476 part 22 for Insulation, Stability &Integrity. Recommended fire door shall have doortested from CBRI, Roorkee, Uttarakhand or ARAIPune which specifically states that these Fire Doorsare tested in accordance to IS 3614 (part 2):1992.Certificate from Warrington Fire Research Centre Ltd,UK in accordance BS 476 part 22 is also acceptable.Fire Door assembly system means Frame, Shutter,Vision Panel (200mm x 300mm), Double Point Pushtype Panic Bar, Door Closer, SS 304 type BallBearing Butt Hinges, Fire rated Anchor Fastner fixingaccessories all together. Proper lable confirming thetype of door and the hourly rating is mandatory. Alldoors and frames shall be finished with asthetic &durable polyurethane allphatic grade paint or powdercoating of approved color completed as directed byEngineer in charge. Note - Contractor should submitthe shop drawing of frame and shutter indicating alldimensions and thickness to client / architect forapproval before dispatch of material.

Sqaure Meter






SSR Item No


1

Providing and fixing 1st class white glazed earthenwareOrissa Type W.C. Pan 580 mm dia including P or S trapcast iron soil and vent pipe upto the outside face of thewall (1:5:1 0) cement concrete bedding 15 mm thick, 10liter P.V.C. flushing cistern with all necessary pipeconnection etc. complete. Spec : As directed by EngineerIn Charge

42.33 BDV NoAs directed by Engineer In-charge

2

Providing and fixing White glazed earthenware WashHand Basin of 55 x 40 cm size with bottle trap includingcold water piller taps, brackets, rubber plugs and brasschain, stop tap, chromium plate bottle trap and necessarypipe connections including UPAC waste pipe and trapupto the outside face of the wall, making good thedamaged surface, testing etc. complete. BRAND -HINDWARE/ JOHNSON/ PARRYWARE/ VIENA/AMERICAN STANDARD


3

Providing and fixing stainless steel sink of size600*510*200 mm of Nirali or equivalent make includingcoupling , outlet, pipe, elbow and other necessary fittings,finishings etc. complete. Spec No.: as directed byEngineer in charge.

42.78 BDV -4 NoAs directed by Engineer In-charge

5

Providing and fixing C.P Angular stop clock with wallflange jaquar make continental ( CAT .NO . CON-059)including necessary sockets / union nut etc. complete.Spec No.: as directed by Engineer in charge.


6

Providing and fixing C.P BIB cock with wall flange jaquaror equivalent make continental ( CAT .NO . CON-047)including necessary sockets / union nut etc. complete.Spec No.: as directed by Engineer in charge.


7Providing and fixing C.P. Two way BIB cock jaquar makeor equivalent continental (CAT.NO. CON-041) includingnecessary sockets/union nut etc. complete.


8Providing & fixing,screw down 15 mm dia wheeled stoptap of brass including necessary socket,union nutcomplete. Spec.No;BD.v.9 page No. 555

41.43Bd.V.9 Page

Number No


9

Providing, layingand fixing P.V.C. pipe of 50mm dia. withfittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling etc.complete. Including removing existing pipeline ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.

42.26 BDV-60 RMTAs directed by Engineer In-charge

10

Providing and fixing on walls / ceiling / floor 15mmdia.CPVC pipe with necessary fittings, remaking goodthe demolished portion etc. complete. Including removingexisting pipeline if necessary and conveying and stackingthe same in PWD chowky or as directed etc. complete.

42.55 BDV RMTAs directed by Engineer In-charge

Schedule C - EWS - A Type Building- Internal , External Water Supply and Draiange System up to 1St Slab ( Parking Level )

Schedule B - WS and Sewerage Sub Est VI





SSR Item No


11


42.56 BDV5 RMTAs directed by Engineer In-charge

12



13



14



15Providing and fixing on walls/ ceiling/ floor 50mm dia.CPVC pipe with necessary fittings, remaking good thedemolished portion etc. complete.


14

Providing and fixing on walls / ceiling / floor 65mm dia.CPVC pipe with necessary fittings, remaking good thedemolished portion etc. complete. Including removingexisting pipeline if necessary and conveying and stackingthe same in PWD chowky or as directed etc. complete.


Providing and fixing on walls / ceiling / floor 80mm dia.CPVC pipe with necessary fittings, remaking good thedemolished portion etc. complete. Including removingexisting pipeline if necessary and conveying and stackingthe same in PWD chowky or as directed etc. complete.


16

Providing and fixing on walls/ ceiling/ floors, 80 mmdia.heavy grade having embossed as ISI Markgalvanised iron pipes weight of 10.15 Kg/meter withnecessary fittings. and remaking good the demolishedportion and applying primer of anticorrosive oil paint 2coats Including necessary scaffolding and removingexisting pipe line if ecessary and conveying and stackingthe same in PWD chowky or as directed etc. complete.


17Providing and fixing 10 centimeter PVC nahani trap withgrating etc. complete. 42.67 BDV 32 No


18

Providing and fixing 45cm wide mild steel ladder of40mm x 6mm mild steel flat stringers and steps of 18mmdia. Mild steel bar for water tank including fixing it in(1:2:4) M-15 cement concrete block 60cm x 30cm x30cm and painting the ladder complete.(AntiCorossive

41.56 BDV 19 RMTAs directed by Engineer In-charge






SSR Item No


19

Providing and fixing 75mm dia stabiliser pipe/ P.V.C.soilvent / waste pipe and with necessary fixtures andfitting such as bends, tees, single junctions, slottedvent,clamps etc. complete


20

Providing and fixing 100mm dia stabiliser pipe / P.V.C.soilvent /waste pipe and with necessary fixtures andfitting such as bends, tees, single junctions, slottedvent,clamps etc. complete


21

Providing and fixing P.V.C rain water pipes of 160mmouter diameter and having wall thickness of 2.2 to 2.7mm confirming to I.S 13592-1992 including properrainwater receiving recess with P.V.C plug, bend,necessary fittings , such as offsets, shoes, includingfixingthe pipe on wall using approved wooden cleats projecting25mm to 40mm from face of the wall a fixing with clips ofapproved quality and number , filling the joint usingrubber gasket with solvvent cement and properly restingthe shoe of pipes on C.C or masonary blocks, inckudingnecessary scaffolding and maintenance for 3 yrs for anyleakages or dislocations of pipes. all the P.V.C fittingsand additional 2 piece socket clips shall be got approvedfrom engineer in charge etc. complete.Spec No.: asdirected by Engineer in charge.


22

Providing and fixing in position UPVC ultra violetstabilized 110mm outer diameter cowl dome confirming to I.S 4985 including making joints with solvent cementetc complete. Spec No.: specifications

43.25 BDV 23 NoAs directed by Engineer In-charge

23Providing & fixing,screw down 15 mm dia PressureReducing Valve (PRV) of brass including necessarysocket,union nut complete.

41.43 NoAs directed by Engineer In-charge





Item No Short Description Unit Additional Specification

12-2-23 Supplying and erecting submersible pumpset of 3.75 KW/5 HP with415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitablefor 60 to 175 LPM discharge at 130 to 75 m head & (max. efficiencyat 106 m head & 125 lpm) discharge & delivery pipe of Size-65 mmdiameter with a necessary H type clamps as per specification no. WP-SMP - Flushing Pump

Each As directed by Engineer In-

charge

12-2-29 Supplying and erecting submersible pumpset of required HP with415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 70 to 250 LPM discharge at 153 to 84 m head & (max. efficiencyat 133 m head & 160 lpm) discharge & delivery pipe of necessarydiameter with a necessary H type clamps as per specification No. WP-SMP - Domestic Pump


charge

12--02--37

Supplying and erecting submersible pumpset of 2.25 KW/3 HP with230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitablefor 10 to 50 LPM discharge at 72 to 20 m head & (max. efficiency at33 m head & 30 lpm) discharge & delivery pipe of Size-40 mmdiameter with a necessary H type clamps as per specification no. WP-SMP - Drinking Pump


charge

12--4--5--

Supplying and erecting fully Automatic star/delta starter suitable forabove 15 H.P. upto 25 H.P. squirrel cage motor totally enclosed withoverload and no volt relay complete erected on provided angle ironframe. With lelve lSensor arrangment with Float Valve, sensor wire,conduit ,sensor of 3 levles Etc complet ( Panel shoul be wok for oneworking and one stand by)


charge

Schedule C- EWS A - Water Supply Pumps for 21 Bldgs

Schedule B - Pumps Sub Est VI




10-2-27

Supplying standard first aid box with necessary antisepticcream, medicine for use on wounds due burn, crepe bandage,gauge bandage, medicated ready to use bandage (Band-aid)adhesive tape for medicinal use, scissors, anti-septic solution(Savlon or similar) etc. (All above contents shall be ofstandard makes)

Each


charge

10-2-35Supplying and erecting ABC powder type 'Ceasefire' type fireextinguisher as per IS : 13849 of 1 kg capacity with necessaryclamp for erection on wall.

EachAs directed by

Engineer In-charge

13-4-4 (New)

Supplying, installing, testing and commissioning with perfectaligning, proper levelling of booster pump of 900 LPM at 40 mHead, 12.5 HP (10 KW), 3 phase, 415 volt, 50Hz or of suitableHP with suitable stages as per specification n+o. FF-MFP/BP

Each


charge

12-5-5Supplying and erecting G.I. pipe above ground of ‘C’ classERW of size 75/80 mm dia with necessary fittings complete asper specification no. FF-PP

mAs directed by

Engineer In-charge

12-5-6Supplying and erecting G.I. pipe above ground of ‘C’ classERW of size 100 mm dia with necessary fittings complete asper specification no. FF-PP

mAs directed by

Engineer In-charge

12-5-7Supplying and erecting G.I. pipe above ground of ‘C’ classERW of size 150 mm dia with necessary fittings complete asper specification no. FF-PP

mAs directed by

Engineer In-charge

13-6-15Supplying & erecting cast iron double flange butterfly valve ofsize 75/80 mm dia. complete as per specification no. FF-VL/BFV

EachAs directed by

Engineer In-charge

13-6-16Supplying & erecting cast iron double flange butterfly valve ofsize 100 mm dia. complete as per specification no. FF-VL/BFV Each


charge

13-6-17Supplying & erecting cast iron double flange butterfly valve ofsize 150 mm dia. complete as per specification no. FF-VL/BFV Each


charge

13-6-19Supplying and erecting cast iron double flange NRV of size75/80 mm dia complete as per specification no. FF-VL/NRV Each


charge

13-6-20Supplying and erecting cast iron double flange NRV of size100 mm dia complete as per specification no. FF-VL/NRV Each


charge

13-6-31Supplying and erecting stainless steel single outlet hydrantvalve fitted with necessary accessories complete as perspecification no. FF-VL/HV

EachAs directed by

Engineer In-charge



Schedule C- FIRE BOQ FROM ROOF TO PARKING LEVEL - Project 3

Schedule B - Firefighting Sub Est VI






13-7-2

Supplying and installing wall mounting swinging Hose reeldrum fitted with 19 mm dia. 30m long high pressurepolypropylene (Polyhose) fitted with necessary accessoriescomplete as perspecification no. FF-FFA/HV

Each


charge

13-7-3

Supplying fire fighting controlled percolation (C.P.) Hose pipe,63mm dia, 15m in length, fitted with necessary accessoriescomplete as per specification no. FF-FFA/CPH

Each


charge

13-7-8Supplying & erecting stainless steel branch pipe 63 mm diafitted with 20 mm dia detachable hexagonal nozzle completeas per specifications no. FF-FFA/NZ

EachAs directed by

Engineer In-charge

13-7-13

Supplying and erecting 20/25mm dia gun metal air releasecock, with necessary G.I. coupling to be fitted on top of airvessel or on wet riser complete as per specification no. FF-FFA/ARV

Each


charge

13-7-14

Supplying and installing pressure gauge of 100 mm dia., 0-300 PSI or 0-14 kg per cm square fitted with 12/15 mm dia.pad cock valve, and G.I. pipe, elbow etc. complete as perspecification no. FFFFA/PG

Each


charge

13-7-15

Supplying and installing DANFOSS make pressure switchwith 12/15 mm Ø isolation valve, G.I. nipple, elbow etc. in anapproved manner as per specification No. FF-FFA/PS

Each


charge

13-7-20

13-7-20 Supplying and erecting M.S./CRCA cabinet forhousing Floor Hydrant valve, hose pipe, hose reel and branchpipe (size 1000 x 736 x 736 mm.) made from 16 SWG sheetand angle iron 25 x 25 x 4 mm. having front doors with viewingglass (8"x6") and locking arrangement with necessary fixingmaterial such as rubber bidding etc. duly painted in post boxred colour

Each


charge

Schedule B - Firefighting Sub Est VI




Sr. No. Item Description Unit Additional Specification

Electrical Works

1Supplying and erecting PVC trunking (PVC casing-n-capping) of size 25 mm with accessories on wall/ceilingas per specification No: WG-MA/CON.

M As directed by Engineer In-charge



3Supplying and erecting HMS PVC conduit 25 mm dia.With PVC accessories on wall /ceiling as per specificationNo: WGMA/ CON.


4

Providing & erecting Hot dipped galvanized ladder typecable tray manufactured from 16 swg (1.6 mm thick) GIsheet of 500 mm width & 100 mm height comprising allrequired standard accessories.


5

Supplying & erecting mains with 2x1.5 sq.mm F.R copperPVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or any other placesas per specification No: WG-MA/BW


6

Supplying and erecting green colour earthing with 1x 1.5sq.mm F.R copper PVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or any other places.as per specification No : WG-MA/BW


7

Supplying & erecting mains with 2x2.5 sq.mm F.R copperPVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or any other places.as per specification No: WG-MA/BW


8

Supplying and erecting green colour earthing with 1x 2.5sq.mm F.R copper PVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or any other places.as per specification No : WG-MA/BW


9

Supplying & erecting mains with 2x4 sq.mm F.R copperPVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or any other places.as per specification No: WG-MA/BW


10Supplying and erecting ISI mark modular type switch 6A /10A duly erected on provided plate and box with wiringconnections complete.

Each As directed by Engineer In-charge

11

Supplying and erecting ISI mark modular type 3 pin 6Amulti sockets with safety shutter, duly erected on providedplate and box with wiring connections complete. Each As directed by

Engineer In-charge

12Supplying and erecting ISI mark modular type switch 16 /20 A with indicator, duly erected on provided plate andbox with wiring connections complete.


Schedule C - EWS A - Internal Electrications

Schedule B - Internal Electrification Sub Est VI





13

Supplying and erecting ISI mark modular type 3 pin 6 /16A multi socket with safety shutter, duly erected onprovided plate and box with wiring connections complete. Each As directed by

Engineer In-charge

14Supplying and erecting ISI mark modular type T.V. socketsingle outlet, duly erected on provided plate and box withwiring connections complete.


15

Supplying and erecting ISI marked modular typetelephone socket one gang with safety shutter, dulyerected on provided plate and box with wiringconnections complete.


16

Supplying and erecting ISI mark modular type (twomodule)electronic step regulator for fan, duly erected on providedplate and box with wiring connections complete. Note:Add Rs 57/- for additional two module box with doublemounting plate if required.


17Supplying and erecting ISI mark modular type blankingplate one module, duly erected on provided plate & box. Each As directed by

Engineer In-charge

18Supplying and erecting ISI mark modular type blankingplate two module, duly erected on provided plate & box. Each As directed by

Engineer In-charge

19Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 2 modules duly erected. Each As directed by

Engineer In-charge


Engineer In-charge

20ASupplying and erecting PVC Surface modular switch boxwith double mounting plate for 4 modules duly erected. Each As directed by

Engineer In-charge

20BSupplying and erecting PVC Surface modular switch boxwith double mounting plate for 6 modules duly erected. Each As directed by

Engineer In-charge

21Supplying and erecting PVC Surface modular switch boxwith double mounting & front plate for 8 modulescomplete duly connected.



Engineer In-charge

23Wiring for plug on board with Switch socket, copper wiringand earthing as per specification No: WG-PW/SW Point As directed by

Engineer In-charge

24

Point wiring in PVC trunking (casing-capping) with 1.5sq.mm (2+1E) FRLSH grade copper wire, flush typeswitch, earthing and required accessories as perspecification No: WG-PW/SW

Point As directed by Engineer In-charge






25

Point wiring PVC trunking (casingcapping)with 1.5 sq.mm (2+1E) FRLS grade copper wire, modulartype switch,earthing and required accessoriesas per specification No: WG-PW/SW(fan wiring)

Point As directed by Engineer In-charge

26Supplying & erecting telephone copper cable 2 pair with0.5 mm dia. laid in provided PVC casing capping/ conduitas per specification No. WG-TW


27 Supplying & installing co-axial copper cable low voltagegrade RG-6 as per specification No. WG-TW M As directed by

Engineer In-charge

28

Supplying and erecting ding dong / electronic musicaltype call bell with heavy duty coil suitable to operate on230V A.C. supply erected on polished double woodenock/sunmica block of suitable size


29

Supplying & erecting ready to use Retrofit T8 LED 18 / 20tube light with polycarbonate body, heat sink, integratedHF electronic driver complete & compatible to T8 / T12LED luminaire by disconnecting starter & ballast ifnecessary.


30Supplying & fixing anchor type fastener fan hook, with 2nos. of 10 mm dia x 75 mm long with necessary materialsfor ceiling fan.


31Supplying, erecting & marking SPMCB 6A to 32A, C-series (for motor/power) in provided distribution board asper specification no. SW-SWR/MCB


32

Providing, erecting and commissioning 2 pole RCCB onlyof electromagnetic type with 30/100/300 mA sensitivityand having capacity of 16/ 25A complete as perspecification no. SWRCCB/ RCCB


33

Supplying and erecting single pole and neutral distributionboard (SPNDB) with door surface/flush mounted with 2ways for incoming and 6 ways for outgoing SP MCB’s oniron/ GI frame as per specification no. SW-SWR/MCBDB


38

Supplying & erecting conventional spike type airtermination suitable to carry lightning stroke made up ofheavy gauge 40 mm dia copper pipe of standard lengthwith 5 Nos. copper spikes fixed on copper ball as airterminals duly threaded in copper pipe erected onprovided foundation in an approved manner


38A Providing and Back filling back filling ground enhancingcompound 25 kg bag complete. Each As directed by

Engineer In-charge

39

Supplying and erecting GI strip of required size used forearthing on wall and/or any other purpose with necessaryGI clamps fixed on wall painted with bituminous paint inan approved manner with joints required. As perspecification no EA-EP.

Kg As directed by Engineer In-charge

Fire Alarm System






1

Supplying, installing, testing and commissioning manualcall point (Pill box) with break glass push button in metalenclosure complete as per specification no. FF-FAAS/MCP


2Supplying, installing, testing and commissioning hooterswith CRCA enclosure complete as per specification no.FF-FAAS/HTR


3Supplying, installing, testing and commissioning remoteresponse indicators complete as per specification no.FF-FAAS/RRI


4

Supplying, installing, testing and commissioning FR,XLPE armoured cable 2 core 1.5 sq.mm. copperconductor complete erected on wall/ ceiling complete asper pecification no. CB-LT/CU


5

Supplying, installing, testing and commissioning of 2Zones Microprocessor based conventional fire alarmcontrol panel (FACP) with standard accessories completeas per specification no. FF-FAAS/FACP


6

Supplying, installing, testing and commissioning 2 Zone,local signal control panel (LCP) with standard accessoriescomplete as per specification no. FF-FAAS/LCP Nos As directed by

Engineer In-charge

CCTV

1Supplying & installing UTP networking cat-6 cablesuitable for LAN / WAN Computer net-working as perspecification No. WG-COC/NC


2 Supplying, installing & testing UTP connector (RJ-45) asper specification No. WG-NAS/UTPC. M As directed by

Engineer In-charge

3Supplying, fixing, and configuring 8-ports10/100/1000Mbps unmanaged gigabit PoE Switchcomplete.

EACH As directed by Engineer In-charge

4

Supplying and laying (including excavation of suitablewidth & depth up to 90 cm) 50 mm outside dia. doublewall corrugated pipes (DWC) of HDPE for enclosing cablebelow ground/road surface, to required depth complete.






7

Supplying & erecting mains with 2x2.5 sq.mm F.R copperPVC insulated wire laid in providedconduit/trunking/inside pole/Bus bars or any other places.as per specification No: WG-MA/BW







8

Supplying & erecting Earth mains with1x1.5 sq.mm F.Rcopper PVC insulated wire laid in providedconduit/trunking/ inside pole/Bus bars or any other placesas per specification No: WG-MA/BW


9Supplying and erecting ISI mark modular type switch 6A /10A duly erected on provided plate and box with wiringconnections complete.


10

Supplying and erecting ISI mark modular type 3 pin 6 /16A multi socket with safety shutter, duly erected onprovided plate and box with wiring connections complete EACH As directed by

Engineer In-charge

11

Supplying and erecting ISI mark modular type computerjack RJ 45 with safety shutter, duly erected on providedplate and box with wiring connections complete EACH As directed by

Engineer In-charge

12Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 4 modules duly erected. EACH As directed by

Engineer In-charge

13Supplying and erecting PVC Surface modular switch boxwith double mounting plate for 12 modules duly erected. EACH As directed by

Engineer In-charge

14Supplying and fixing wall mount 12 Ports, light guideunloaded interconnect unit with adapter panel as perspecification


15

Supplying, installing, testing and commissioning of 800VA to 900 VA Digital pure sine wave inverter based onInsulated Gate Bipolar Transistor (IGBT) technologysingle phase 230V,50 Hz complete as per specificationno. AP-INV (Without batteries)


16Supplying and erecting 12 V/150Ah tubular battery withbattery terminal wire, duly charged complete with 36months warranty complete


17Providing pipe type earthing with 40mm. dia. G.l. pipe or20 mm dia. G.l. Rod complete with all materials as perspecification no. EAEP


18Supplying and fixing 6U wall mount rack (Dimension-DxWxH – 450x550x367 mm) as per specification No.WG-NAS/RAK

NO. As directed by Engineer In-charge

19

Supplying & installation of surveillance hard disc make -Seagate, capacity 4TB, Make marketing namesurveillance hard disc, , interface- SATA 6GB / Sec.,cache multi segmented (MB) -64 Bytes per secondsComplete


20

Supplying, installation, comissioning & Testing of 32" LEDFull HD Television set with all acessories & wall mountstand & HDMI connection cord of required lenght etc.complete. (Make Sony,Samsung)







21

Suppling, Installation, Configuring & commissioning of 16Channel NVR With Up to 16 channel cameras CompleteSimilar to Hikvision Make IP video input 16 , Two-way udioinput 1-ch, RCA (2.0 Vp-p, 1 k ) Incoming bandwidth 180Mbps,Outgoing bandwidth 80Mbps,Remote onnection 128Video/Audio output 6MP/5MP / 3MP / 1080P / UXGA / 720P /VGA / 4CIF / DCIF / 2CIF / CIF / QCIF Main Stream :50 fps (P)/60fps(N) Sub streams:50 fps (P) /60fps(N) 1-ch, BNC (1.0 Vp-p, 75 )Resolution: 704 × 576 (PAL); 704 × 480 (NTSC)HDMI/VGA output 1-ch, resolution: 1920 × 1080P /60Hz, 1600× 1200 /60Hz, 1280 × 1024 /60Hz, 1280 × 720 /60Hz,1024 ×768 /60Hz 1-ch, RCA (Linear, 1K ) Decoding Live view /Playbackresolution 6MP/5MP / 3MP / 1080P / UXGA / 720P /VGA / 4CIF / DCIF / 2CIF / CIF / QCIF Capability 16-ch@4cif, 6-ch@1080P Hard disk SATA 4 SATA interfaces for 2 HDDs + 1DVD-R/W (default), or 4HDDs eSATA 1 eSATA interfaceCapacity Up to 6TB capacity for each disk % ! &! Networkinterface 2 RJ-45 10 /100 /1000 Mbps selfadaptive Ethernetinterfaces Serial interface RS-232; RS-485; Keyboard; USBinterface 3 × USB 2.0 Alarm in/out 16/4 ' ! Power supply 100~ 240 VAC, 6.3A, 50 ~ 60Hz Consumption with out hdd 20 WWorking temperature -10°C ~ +55°C (14 °F ~ 131 °F) Workinghumidity 10% ~ 90% Chassis 19-inch rack-mounted 1.5Uchassis Dimensions (W x D x H) 445 × 390 ×70 mm


22

Supply , Installation, Testing & Commissioning of 2egapixel CMOS ICR Infrared Network Bullet Cameramage Sensor 1/3" Progressive Scan CMOS 4mm Lensin. Lens 4mm@ F2.0, Angle of view: 85°(6mmptional),Power Supply.12 V DC ± 10% , PoE(802.3af),Power sumption.5W MAX Equivalent to:Hikvision, cp plus or approved equivalent


23

Supply , Installation, Testing & Commissioning of 2Megapixel CMOS ICR Infrared Network Dome CameraImage Sensor 1/3" Progressive Scan CMOS 4mm LensMin. Lens 4mm@ F2.0, Angle of view: 85°(6mmoptional),Power Supply.12 V DC ± 10% , PoE(802.3af),Power Consumption.5W MAX or Equivalent to1/2.5” 2 Mega pixel DOM Camera progressive scan Sonyimage sensor sony IMX 222 with DWDR 960 P WithAWB/AGC/BLC ONVIP 2.4 on Dec 14, H.264 & MJPEGDual – stream encoding, 30 Fbs IP66 Supports PoE.Make : Hikvision, cp plus or approved equivalent






Sr. No.

Item Description Unit Additional Specification

Electrical Works

1 Total Terrace Area SqMtr.2 Total shadow free area at Terrace @ 70 % SqMtr.3 Area Required for 1 KW PV cell Panel SqMtr.4 Area Required for 33 KW PV cell Panel SqMtr.

5 Total KW PV cell Pane / BuildingEACH

Sr. No.

Item Description Unit DSR NO

ROOF TOP ON GRID SOLAR SYSTEM (ESD-RT-ONG)Supplying, installing, testing and commissioning

of 1 kWp capacity on grid solar power pack withGI mounting structure and inter connecting wires /cables without battery bank SPV modules andsolar power conditioning unit of required capacitycomplete, with 5 years on site performancewarrantee. Specification no. ESD-RTONG

Each (4-6-1)As directed by Engineer In-charge

A

Schedule C - EWS A - Solar Photo Voltic & Net Metering

PV Solar And Net Metering Sub Est VI




1-a 21.02

Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removing theexcavated material up to a distance of 50 m. beyondthe building area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.)

cum


charge

1-b 21.06

Excavation for foundation in hard murum includingremoving the excavated material up to a distance 50metres, beyond the building area and stacking andspreading as directed, dewatering, preparing the bedfor the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(All lead and Lift) SSR 21.06

cum


charge

1-c 21.12

Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to adistance 50 metres, beyond the building area andstacking and spreading as directed, dewatering,preparing the bed for the foundation and necessaryback filling, ramming, watering including shoring andstrutting etc. complete. (All lead and Lift) SSR 21.12

cum


charge

2 2.28

Providing Earth work in enbankment with approved(Selected) materials obtained from other sources,including all Lifts, laying in layer of 20 to 30cmthickness breking clods, dressings to the requiredlines, curves, grades and sections, watering andcompaction with vibrator roller with V-Sat attachment toachieve not less than 97% of Standard proctor densityand as directed by engineer incharge Etc complete,.

cum


charge


Schedule C - OPEN SPACE 1,2, Landscape

S. No.

MAHA PWD

SSR 2020-21 Item

No.

Description Unit




3 3.03

Construction of granular sub-base by providing closegraded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site,spreading in uniform layers with motor grader / Paveron prepared surface and compacting with vibratorypower roller to achieve the desired density,complete as per clause 401-- Plant Mix Method andGrading - III Material

cum


charge

4 24.01

Providing and laying Cast in situ/Ready Mix cementconcrete in M-10 of trap/ granite/ quartzite/ gneissmetal for foundation and bedding including bailing outwater, formwork, laying/pumping, compacting,roughening them if special finish is to be provided,finishing if required and curing complete, with fullyautomatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/concrete Batchmix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand

cum


charge

5 25.11

Providing and laying Cast in situ/Ready Mix cementconcrete M-20 of trap / granite /quartzite/ gneiss metalfor R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C. columnsand steel stanchions etc. including bailing out water,formwork, cover blocks, laying/pumping, compactionand curing roughening the surface if special finish is tobe provided (Excluding reinforcement and structuralsteel) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand

cum


charge




6 26.17

Providing and laying Cast in situ/Ready Mix cementconcrete in M-20 of trap/ granite/ quartzite/ gneissmetal for R.C.C. pardi of required thickness includingcentering, formwork, cover blocks, laying/pumping,compacting and roughening them if special finish is tobe provided and curing complete (Excludingreinforcement and structural steel) with fully automaticmicro processor based PLC with SCADA enabledreversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand

cum


charge

7 26.33

Providing and fixing in position TMT - FE - 500 barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns,canopies, staircase, newels, chajjas, lintels pardis,copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required complete.

M.T.


charge

8 27.12

Providing fly ash brick masonry with conventional / I.S.type fly ash bricks in C.M. 1:6 in foundation and plinthincluding bailing out water manually striking joints,racking out joints watering and scaffolding etc.complete.

cum


charge

9 32.11

Providing sand faced plaster externally in cementmortar using approved screened sand,in all positionsincluding base coat of 15 mm thick in cement mortar1:4 using waterproofing ncompound at 1 kg per cementbag curing the same for not less than 2 days andkeeping the surface of the base coat rough to receivethe sand faced treatment 6 to 8 mm thick in cementmortar 1:4 finishing the surface by taking out grainsand curing for fourteen days scaffolding etc.complete.

sqm


charge




10 33.06

Providing and laying machine cut machine PolishedKota stone flooring 25 mm to 30 mm thick and requiredwidth in plain/diamond pattern on bed of 1:6 C. M.including cement float, filling joints with neat cementslurry, curing, polishing and cleaning etc. complete. sqm


charge

11 33.18

Providing and laying machine cut machine polishedmachine cut Kota stone slabs 20 to 25 mm thick fortreads and risers of steps and staircases, with roundednosing for the treads on a bed of 1:4 cement mortarincluding cement float, filling joints with neat cementslurry, curing, polishing and cleaning etc. complete. sqm


charge

12 32.24

Providing patti/ band 100mm wide on plastered surface12 mm to 15 mm thick in C.M. 1:3 line and levelincluding neat finishing scaffolding curing etc.complete..

Rmt


charge

13 33.57

Providing leather finished polishing to Kota / Marble /Shahabad / Kadappa Stone slab by continuousgrinding in 4 coats of different bits to receive rough andmatty finish including buffing process before laying andfixing of stone as per drawing and design, includingcleaning, washing and finishing etc. complete.

sqm


charge

14 35.26

Providing and applying two coats of exterior weathershield paint of approved manufacture and of approvedcolour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat,scaffolding if necessary, and watering the surface fortwo days etc complete. NOTE: For Item No. 15 to 18prior approval of Superintending Engineer will benecessary

sqm


charge

15

Providing and erecting chain link fencing 1.15 m heightwith G.I. chain link of size 50 x 50 mm 8 guage thickM.S. Angles at top and bottom of 40 x 40 x 4 mm sizecomplete.

Rmt


charge




16

4-1 PMC GARDEN DSR 2018-

19

Preparing Lawn (30 cms depth) excavating the groundto a sqm required depth of 30 cms removing &conveying unwanted stuff to a required distance asdirected. Filling fresh garden soil/silt & manure inexcavated area in 3:1 proportion to a height of 30 cmsmixing garden soil and manure thoroughly, well,leveling, watering on previous night. Planting requiredvariety of lawn grass as directed and maintaining tillwell established by watering, weeding, clipping, rolling,etc. complete.

sqm


charge

17


19

Planting large flowering/Shady trees:- (Minimum Heightto 2 Mtr) Digging pit with size 0.9 m × 0.9 m × 0.9 mRemoving & conveying unwanted stuff to a requireddistance as directed. Filling the pit with approvedexcavated material up to a hight of 0.30 m.andremaining height of 0.60 m. with fresh garden soil &manure in in 3:1 proportion. Mixing soil and manurethoroughly well, leveling, as directed, watering previousnight. Planting two or three year old,minimum 2.0 mtr.mtr. hight, healthy tree sapling as per specifications.Maintaining till well established by watering, weedings,Stirring of soil, staking, replacing of casualties etc.complete.

No.


charge

18


19

Preparing Shrubbery:- Excavating the ground to arequired depth Sq.m of 30 cms. Removing rubbish &conveying unwanted stuff to a required distance asdirected. Filling fresh garden soil & manure inexcavated area in3:1 proportion to a height of 30 cms.Mixing garden soil and manure thoroughly well,leveling, watering on previous night. Planting well,levelling, watering on previous night.Planting well developed shrubs plants, 0.50 mtr.height, 0.45 Mtrs, apart as dircted and maintaining tillwell established by watering, weedings, Stirringreplacing, replacing casualatie etc. complete.

sqm


charge




19


19

Maintenance of Garden including maintenance ofLawn, flower bed, canna bed, shrubbery, rosary,hedges, plants in all respect including watering,weeding, trimming, Garden waste composting.Cleaning & sweeping of Garden, pathway & pagoda.Toilet cleaning, cleaning of water tank, water body,fountain, drinking water fountain, GSR, includingroadside trees etc.) for 1 Month

sqm


charge

20

PMC GARDEN DSR 2015-

16

Double Swing with Belt AssemblyAge : - 4-14 yrs.The area :- 3.0 m x 2.5 mSafe play area :- 4 m x 3.5 mIn the double swing the leg support is made up of 40NB GI pipes and top pipe is of 50 NB GI pipes with GIjunction box with powder coating. The swing seat ismade up of 10 mm thick rubber belt The belt seat isaffixed on 6 mm rubber coated GI chain. All pipes are‘A’ class pipes The ball bearings are mounted inside aspecially designed nylon clamp all structures arepowder coated

No.


charge

21


16

Wide Slide (S.S)Rec. Age :- 3 – 8 yrs.The area :- 3.0 m x 1.2 mSafe play area :- 4.0 m x 2.2 mHeight :- 1.2 mThe Wide Slide one of the attractive slides of its kind.The chute is made of 14 SWG SS/ GI sheet. Thestainless steel used is of 304 grades. The chute issupported by 40 x 5 MS angles. This chute is attachedto the platform made from SS/GI sheet. The platform issupported by 40 NB GI pipe. The ladder is made using20 NB and 25 NB GI pipes. All pipes are ‘A’ classpipes, The steps for the ladder are of 20 NB GI pipes.The sliding height is 2.4 m. The landing support usedis made up of 25 NB pipe. The handrail of the chute ismade up of 20 NB powder coated GI pipe. The slide isinnovative wide slide on which at a time 3 kids canslide, all structures are powder coated

No.


charge




22

Animal Merry go RoundRec. Age : - 3 - 12 yrs.The area :- 1.5 m dia.Safe play area :- 2.5 m dia.The main frame of the animal merry go round is madeup of 25 NB & 40 NB GI pipes. The GI pipes arepowder coated. The stand is made in 80 NB GI pipes.All pipes are ‘A’ class pipes, The whole structure ismounted on heavy-duty bearing shaft permanentlylubricated with water sealant. The animal seats aremade out of molded plastic in rotational moldingprocess (LLDP/HDPE). It accommodates 4 children ata time, all structures are powder coated

No.


charge

23


16

Platform Merry go RoundRec. Age :- 5 - 12 yrsThe area :- 1.5 m dia.Safe play area :- 2.5 m dia.The platform of this platform MGR consists of non-skidtype Aluminiums chequered plate of 16 SWG. The ringon which the chequered plate is based is made out of25 NB GI pipes. The support below the chequeredplate is of 40 x 40 x 5 and 25 x 25 x 5 GI angle. Theplatform frame is made in 25 x 5 and 40x5 MS angle. Itis provided with handrails of 20 NB GI pipes. All pipesare ‘A’ class pipes The whole structure is mounted onheavy-duty bearing shaft permanently lubricated withwater sealant. The stand of this MGR platform is madeout of 80 NB GI pipes. The foundation frame isfabricated with 40 x 40 x 5 angle.

No.


charge

24


16

Multi Seater See-SawRec. Age : - 3 - 10 yrs.The area :- 3 m x 0.5 mSafe play area :- 4 m x 1.5 mThe MS See saw comprises four FRP (FIBERREINFORCED PLASTIC) /ROTO MOLDING (LLDPE/HDPE) seats. The lever is consisted of 20 nb and 80nb powder coated gi pipes. The bearing used in thisitem is heavy duty nylon bush type. The stand for seesaw is made using 50 NB GI pipe. All pipes are ‘A’class pipes, all structures are powder coated

No.


charge




25


16

Sky RockerRec. Age :- 6 – 12 yrs.The area :- 2.5 m x 0.6 mSafe play area :- 3.5 m x 1.6 mHeight :- 1.7 mThe most attractive and enjoyable of its kind is madeup of 25 nb powder coated gi pipe. The main framesupport is made from 80 NB GI pipes, while the toppipe is of 40nb and 25 NB GI pipe. All pipes are ‘A’class pipes, The top pipe is inserted into a nylon bushwhich gives the rider a swinging experience to enjoy,all structures are powder coated

No.


charge

26


19

Providing & fixing BENCH IN CEMENTMORTOR/CONCRETE WITH WOODEN FINISHINGON ALL EXTERNAL SURFACE. Bench should havemin. 2.1 m to max. length 2.4 m with 0.45 m wide seat& 0.40 m high back for resting. beach should have 2 to3 supports/Legs as per requirement from ground in1:1.5:3 ratio Concrete with 4 bar 12 mm as a main &distribution 8mm Tor steel at 150 mm c/c. Rateincludes proper cleaning of surface by sand paperapplication of 1 coat of Apex exterior grade primerabove that 2 coat of exterior grade Apex Paint as abase coat & 1 coat of Apex Paint for making woodenfinish/grains & with 2 final coat of Apex clear polishincluding Cement, Sand, Aggregate, chemical,adhesive, chickenmesh, primer, paint, polish, paper,etc. all material, labor, scaffolding, excavation, pcc, torsteel etc. all complete. Work done should be as per aapproved sample & the instructions of engineer incharge.

Rmt


charge




27


16

DUSTBIN – STAINLESS STEELHEIGHT :- 3DIA.:- 1Capacity :- 42 LtrThis novel kind of dustbin is especially designed foraccommodating dry as well as wet kind of trash. Thecylinder of the bin is fabricated out of SS sheet and380 mm long with a self-closing tilt able lid. The drumis mounted on nylon bearings to provide it a completerotation of the drum to facilitate the garbage removal.The frame of the dustbin is made up of 25 nb powdercoated gi pipes, all structures are powder coated

No.


charge

28 NON-DSR

Fabricating and casting at site ferrocrete gazebo as perthe drawings with skeletal steel of 8 mm dia TMT Fe-500 bars spaced at 500 mm c/c in both directions overwhich two layers of weld mesh 100 mm x 100 mm x 12mm x 12 g and three layers of chicken mesh 13 x 13mm x 24 x 24 g tightly tied and impregnated with richCM 1:3 mix by volume, finishing both the faces withcement, curing etc. complete

sqm


charge

29

K-19-2 PMC

ROAD DSR 2018-

19

Providing & fixing parabolic dividers of 1.20 m height ofC.C. M-20 grade on road as per drawing, finishingneatly with CM 1:2 if required, painting the exposedsurfaces with coat of road marking paint of approvedcolour & quality including required excavation inconcrete road except rock and removing the excavatedmaterial anywhere in city or suburban limit levelling thesame as specified & directed for this itemescalation/star rate is not applicable

Rmt


charge




S. No.


Item No.

DescriptionUnit Additional

Specification

1SSR-20-21 -

7.01- MORTH

Providing and casting in situ or precasttapering R.C.C. M-20 Barrier type Kerbwithout gutter ( as per IRC 86 1983)embedded 125 mm below ground level overM-10 PCC finished neatly with C.M. 1:2,setting the same in C.M. 1:2, including therequired excavation in any strata andremoving the excavated stuff any where incity and redoing the surface as specified anddirected by Engineering In-charge. UsingConcrete Batching and Mixing Plant

Rmt


2 PMC

GARDEN DSR 2019-20

Planting large flowering/Shady trees:- (Minimum Height to 2 Mtr.)Digging pit withsize 0.9 m × 0.9 m × 0.9 m Removing &conveying unwanted stuff to a requireddistance as directed. Filling the pit withapproved excavated material up to a hight of0.30 m. and remaining height of 0.60 m. withfresh garden soil & manure in in 3:1proportion. Mixing soil and manure thoroughlywell, leveling, as directed, watering previousnight. Planting two or three year old,minimum2.0 mtr. mtr. hight, healthy tree sapling as perspecifications. Maintaining till well establishedby watering, weedings, Stirring of soil,staking, replacing of casualties etc. complete.(R.A. No. 12)

sqm


3PMC

GARDEN DSR 2019-20

Maintenance of Garden includingmaintenance of Lawn, flower bed, canna bed,shrubbery, rosary, hedges, plants in allrespect including watering, weeding,trimming, Garden waste composting.Cleaning & sweeping of Garden, pathway &pagoda. Toilet cleaning, cleaning of watertank, water body, fountain, drinking waterfountain, including roadside trees GSR etc.)for 1 Month

sqm


SCHEDULE C- BOUNDARY TREES




S. No. SSR Item No. Description Unit

CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfilling withgood earth and removal of excess earthDepth of cutting for mainline = 0.45 mDepth of cutting for distribution line = 0.45m, including all labours, if any

cum


charge

PIPES

2

13-M-106 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Irrigation HDPE Pipe6kg/cm² dia - 40 mm Dia. Make - Finolex,Supreme, Jain, or equivalent withincluding all Accessories, all material,labour , etc all.

Rmt


charge

3

13-M-110 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Irrigation HDPE Pipe6kg/cm² dia - 90 mm Dia. Make - Finolex,Supreme, Jain, or equivalent withincluding all Accessories, all material,labour , etc all.

Rmt


charge


2018-19

Providing & Fixing & Testing &Commissioning of ASTM pipe 3 inch of ISIstandard, with all necessary fittings &accessories, material & machineryincluding all labors, if any.etc. ExcludingExcavation Make - Astral / Jain / Finolex /Kisan / Supreme

Rmt


charge

5 41.23 PWD SSR 2018-19

Providing and laying in trenches 50 mmdia. medium grade having embossed asISI Mark galvanised iron pipes of 5.17kg/meter necessary fitting remaking goodthe demolished portion with filling trenchesand with primer of anti-corrosive oil paint,2 coats Including removing existing pipeline if necessary and conveying andstacking the same in PWD chowky or asdirected etc. complete.

Rmt


charge

6 41.24 PWD SSR 2018-19

Providing and laying in trenches 80 mmdia. medium grade having embossed asISI Mark galvanised iron pipes of 8.57kg/meter necessary fitting remaking goodthe demolished portion with filling trenchesand with primer of anti-corrosive oil paint,2 coats Including removing existing pipeline if necessary and conveying andstacking the same in PWD chowky or asdirected etc. complete.

Rmt


charge


SCHEDULE C - IRRIGATION MAIN LINE




7 42.08 PWD SSR 2018-19

Providing and laying concrete pipes of

I.S.NP. class of 225 mm diameter in

proper line, level and slope including

necessary collars, excavation, laying,

fixing with collars in cement mortar 1:1

and refilling the trench complete.

Rmt


charge

VALVES

813-E-39 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control and safety 3/4"Quick Coupling Valve (QCV) of solid brassconstruction with Key with accessoriesincluding all labours, if any. Make - Jain/Harrit / Rain Bird

No.


charge

913-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning of Control and safety 3/4"QCV Key with hose swivel Elbowarrangement of solid brass constructionwith accessories including all labours, ifany. Make - Jain /Harrit / Rain Bird

No.


charge


2018-19

Supplying & erecting cast iron double

flange butterfly valve of size 50 mm dia.

complete as per specification no. FF-

VL/BFV

No.


charge


2018-19

Supplying & erecting cast iron double

flange butterfly valve of size 75/80 mm

dia. complete as per specification no. FF-

VL/BFV

No.


charge

12 NON-DSR

Supplying and erecting cast iron double

flange NRV of size 50 mm dia complete

as per specification no. FF-VL/NRV

No.


charge


2018-19

Supplying and erecting cast iron double

flange NRV of size 75/80 mm dia

complete as per specification no. FF-

VL/NRV

No.


charge

1413-7-3 PWD


Supplying and erecting 20/25mm dia gunmetal air release cock, with necessary G.I.coupling to be fitted on top of air vessel oron wet riser complete as per specificationno. FF-FFA/ARV

No.


charge

VALVE BOX




1513-I-64 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing &Commissioning Valve Box 12",Rectangular shape with openable topgreen cover with all necessary fittings,adhessives etc. complete including alllabours, if any. Make - Jain /Toro /Nelson/Rain Bird

No.


charge

FILTERATION UNIT

16 NON-DSR

Providing, Fixing, Testing &Commissioning of Filtration Unit consistingof Sand Disc Filter 40 m3/hr 2.5" for afiltering capacity of designed flow withManual Back flush Unit conforming to ISspecifications complete with all fittings,including all labours, all taxes if any Make -Jain /Amiad / Kisan/ Netafim

No.


charge

17 NON-DSR

Providing, Fixing, Testing &Commissioning of Filtration Unit consistingof Metal Disc Filter 40 m3/hr 2.5" Y Typefor a filtering capacity of designed flowwith Manual Back flush Unit conforming toIS specifications complete with all fittings,including all labours, all taxes if any Make -Jain /Amiad / Kisan/ Netafim

No.


charge

PUMP SET

18 NON-DSR

Providing, Fixing, Testing &Commissioning of Two Pumping systemwith Vertical Submersible Pumps 3 HP (3nos.at one pumping station x 2 pumpstations (two working one stand by) Duty :-Head 54 to 55 mtr. IS specificationscomplete with all fittings, including alllabours, all taxes if Discharge 150 LPMMake:- Deecan/ CRI / Texmo

No.


charge

19 NON-DSR

Supply, Instattion, Testing &Commissioning of Outdoor type controlpanel for 3 HP 3 ph pump with Ammeter,Voltmeter, O/L Relay, contactors, MCB,Single phasing preventor, Push buttons,Indicator lamps, Low level water cutoffsensors, etc complete

No.


charge

2012-4-8 PWD


Supplying and erecting flat flexible 3 core2.5 sq mm PVC sheathed submersibletype copper cable suitably clamped atfixed intervals with column pipe assemblycomplete.

Rmt


charge

21 NON-DSR

Supplying and erecting GI Common

Header 3" dia for delivery with 3 inlets of

2" and 1 outlet of 3"

No.


charge




22 NON-DSR

Supplying and erecting Hydraulic PRV 2"

complete

No.


charge




S. No. SSR Item No.

DescriptionUnit


CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfilling with goodearth and removal of excess earth Depth ofcutting for mainline = 0.45 m Depth of cuttingfor distribution line = 0.45 m, including alllabours, if any

cum


PIPES

213-A-7 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofAgriculture uPVC pipe 40 mm x 6 kg/cm2 of ISIstandard, Make - Jain / Finolex /Kisan/Supreme with all necessary fittings,including all labors, . Excluding Excavation asper IS : 4985:2000 Make- Jain / Finolex / Kisan/ Supreme

Rmt


3

13-M-106 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofIrrigation HDPE Pipe 6kg/cm² dia - 40 mm Dia.Make - Finolex, Supreme, Jain, or equivalentwith including all Accessories, all material,labour , etc all.

Rmt


4

13-M-110 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofIrrigation HDPE Pipe 6kg/cm² dia - 90 mm Dia.Make - Finolex, Supreme, Jain, or equivalentwith including all Accessories, all material,labour , etc all.

Rmt



2018-19

Providing & Fixing & Testing & Commissioningof ASTM pipe 1 inch of ISI standard, with allnecessary fittings & accessories, material &machinery including all labors, if any.etc.Excluding Excavation Make - Astral / Jain /Finolex / Kisan / Supreme

Rmt



2018-19


Rmt



2018-19


Rmt


8 42.08 PWD SSR 2018-19

Providing and laying concrete pipes of I.S.NP.class of 225 mm diameter in proper line, leveland slope including necessary collars,excavation, laying, fixing with collars in cementmortar 1:1 and refilling the trench complete.

Rmt



SCHEDULE C- IRRIGATION BOUNDARY SHRUBS




1313-E-39 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety 3/4" Quick Coupling Valve(QCV) of solid brass construction with Key withaccessories including all labours, if any. Make -Jain /Harrit / Rain Bird

No.


1413-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety 3/4" QCV Key with hoseswivel Elbow arrangement of solid brassconstruction with accessories including alllabours, if any. Make - Jain /Harrit / Rain Bird

No.





S. No. SSR Item No. Description Unit


CIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfilling with good earthand removal of excess earth Depth of cutting formainline = 0.45 m Depth of cutting for distributionline = 0.45 m, including all labours, if any

cum


PIPES

213-A-7 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofAgriculture uPVC pipe 40 mm x 6 kg/cm2 of ISIstandard, Make - Jain / Finolex / Kisan/Supremewith all necessary fittings, including all labors, .Excluding Excavation as per IS : 4985:2000 Make-Jain / Finolex / Kisan / Supreme

Rmt



2018-19

Providing & Fixing & Testing & Commissioning ofASTM pipe 1 inch of ISI standard, with allnecessary fittings & accessories, material &machinery including all labors, if any.etc.Excluding Excavation Make - Astral / Jain /Finolex / Kisan / Supreme

Rmt



2018-19


Rmt



513-B-12 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofSpray Pop-up sprinkler 4'' height with Replacablenozzle of radius 3 to 5 m @ 2.1 bar, Q-0.12 to0.30 lps (for full circle) with SAM with including allAccessories, all material, labour, etc all. Make -Hunter / Toro / Nelson / Rain Bird

No.


613-B-23 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofGear driven Pop-up sprinkler with Replacablenozzle of radius 8.0 to 15.0m @ 3.5 bar, Q-0.12 to0.54lps with SAM (3/4'' BSP inlet) PGP - 04-xxwith including all Accessories, all material, labour,etc all. Make - Hunter / Toro / Nelson / Rain Bird

No.


VALVES

713-E-48 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety PVC Ball Valve 63 mm (Teflonseal) with accessories including all labours, if any.Make - Jain /Harrit / Rain Bird

No.


813-E-50 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety PVC Ball Valve 40 mm (Teflonseal) with accessories including all labours, if any.Make - Jain /Harrit / Rain Bird

No.






913-E-39 PMC

GARDEN DSR 2018-19


No.


1013-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety 3/4" QCV Key with hose swivelElbow arrangement of solid brass constructionwith accessories including all labours, if any.Make - Jain /Harrit / Rain Bird

No.


VALVE BOX

1113-I-61 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ValveBox 6", Round shape with openable top greencover with all necessary fittings, adhessives etc.complete including all labours, if any. Make - Jain/Toro /Nelson/ Rain Bird

No.


1213-I-63 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ValveBox 10", Round shape with openable top greencover with all necessary fittings, adhessives etc.complete including all labours, if any. Make - Jain/Toro /Nelson/ Rain Bird

No.


DRIP


2018-19

Providing, Fixing, Testing & Commissioning 16mm plain drip Tubing of class -2 and accessoriesincluding all labours, if any. Make - Jain /Netafim /Finolex / Rain Bird

Rmt



2018-19

Providing, Fixing, Testing & Commissioning 4 LphPC dripper and accessories including all labours,if any. Make - Jain /Netafim / Finolex / Rain Bird No.





S. No. SSR Item No. Description Unit Additional

SpecificationCIVIL WORKS

113-Q-1 PMC

GARDEN DSR 2018-19

Earthwork Excavation, Backfilling with good earthand removal of excess earth Depth of cutting formainline = 0.45 m Depth of cutting for distributionline = 0.45 m, including all labours, if any cum


PIPES

213-A-7 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofAgriculture uPVC pipe 40 mm x 6 kg/cm2 of ISIstandard, Make - Jain / Finolex / Kisan/Supremewith all necessary fittings, including all labors, .Excluding Excavation as per IS : 4985:2000Make- Jain / Finolex / Kisan / Supreme

Rmt



2018-19


Rmt


VALVES

413-E-50 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety PVC Ball Valve 40 mm (Teflonseal) with accessories including all labours, ifany. Make - Jain /Harrit / Rain Bird

No.


513-E-39 PMC

GARDEN DSR 2018-19


No.


613-E-42 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & Commissioning ofControl and safety 3/4" QCV Key with hoseswivel Elbow arrangement of solid brassconstruction with accessories including alllabours, if any. Make - Jain /Harrit / Rain Bird

No.


VALVE BOX

713-I-61 PMC

GARDEN DSR 2018-19

Providing, Fixing, Testing & CommissioningValve Box 6", Round shape with openable topgreen cover with all necessary fittings,adhessives etc. complete including all labours, ifany. Make - Jain /Toro /Nelson/ Rain Bird

No.


DRIP

SCHEDULE C- OPEN SPACE 2





2018-19

Providing, Fixing, Testing & Commissioning 16mm plain drip Tubing of class -2 and accessoriesincluding all labours, if any. Make - Jain /Netafim/ Finolex / Rain Bird

Rmt



2018-19

Providing, Fixing, Testing & Commissioning 4Lph PC dripper and accessories including alllabours, if any. Make - Jain /Netafim / Finolex /Rain Bird

No.





A. Plumbing works

Sanitary Fixtures Cp Fittings

Soil, Waste, Vent and Rainwater Pipes & Fittings

Water Supply Pipe, Fittings & Valves

Pumping System.

Solar Hot Water System

Special Conditions

Precedence

Where items are not covered under technical specifications then the work shall be

performed as per the current I.S. Code of Practice relevant to that work.

Where items are not covered under preceding paragraphs then the work shall be performed as

stipulated by the Project Manager / relevant Consultant whose decision shall be final and

binding.

All Liaoning costs towards obtaining NOCs, Commencement Certificates and Completion

Certificates for the PHE works within the Contractor’s scope are to be borne by the

Contractor at no additional charge.

Drawings

Plumbing drawings are diagrammatic but shall be followed as closely as actual construction

permits. Any deviations made shall be in conformity with the architectural and other services

drawings. Architectural drawings shall take precedence over plumbing or other services

drawings as to all dimensions. Contractor shall verify all dimensions at site and bring to the

notice of the Project Manager all discrepancies or deviations noticed. Decision of the Project

Manager shall be final.

Large size details and manufacturers dimensions shall take precedence over small scale

drawings.

Inspection and testing of materials

Contractor shall be required, if requested, to produce manufacturer’s test certificate for the

particular batch of materials supplied to him. The tests carried out shall be as per the

relevant Indian Standards.

For examination and testing of materials and works at the site Contractor shall provide all

testing and gauging equipment necessary to conduct test of materials on site and test the

work done.

All such equipment shall be tested for calibration at any approved laboratory, if required by

the Project Manager.




Reference drawings

The Contractor shall maintain one set of all drawings issued to him as reference drawings.

These shall not be used on site. All important drawings shall be mounted on boards and

placed in racks indexed. No drawings shall be rolled.

All corrections, deviations and changes made on the site shall be shown on these reference

drawings for final incorporations in the completion ‘as built’ drawings. All changes to be

made shall be initialed by the Project Manager or Architects.

Shop drawings

Contractor shall submit to Project Manager & Architects any / all shop drawings required to

be produced by him as described in the contract documents or as may be necessary for the

furtherance of his work.

All submittals shall show design, dimensions, connections, and all other details consistent

with the requirements of the contract documents, and shall show adjoining works in sufficient

detail as to ensure proper co-ordination therewith the connection there to.Upon receipt of

shop drawings, product data and / or samples Project Manager or Architects shall review and

approve or otherwise, but only for conformance with the design concept of the work and

information given in the contract documents.

Project Manager & Architects approval of the specific item shall not be construed as approval

of an assembly of which it may be a component, Contractor is deemed to have included for

the cost of all shop drawings / product data sheets / samples, in his tender.

Completion drawings

On completion of work, Contractor shall submit “as built" drawings to the Project Manager,

in the manner prescribed earlier, incorporating the changes recorded in the ‘Reference

Drawings’. These drawings shall have the following information.

Run of all piping, pipe diameters on all floors, vertical stacks

Layout plans of external services showing ground and invert levels of all drainage pipes

together with location of all manholes and connections up to outfall.

Run of all water supply lines with diameters, locations of control valves, access panels.

Location of all mechanical equipment with layout and piping connections.

System diagrams to indicate the system in its totality.

No completion certificate shall be issued unless the above drawings are submitted.

Contractor shall provide four sets of catalogues, service manuals manufacturer's drawings,

performance data and list of spare parts together with the name and address of the

manufacturer for all electrical and mechanical equipment provided by him.




All "warranty cards" given by the manufacturers shall be handed over to the Project Manager.

Specifications

Work under this Contract shall be carried out strictly in accordance with specifications

attached with the tender.

In case of items not covered under these specifications due to any ambiguity or misprints,

or additional works, the work shall be carried out as per specifications of the latest Central

Public Works Department.

Execution of work

The work shall be carried out in conformity with the Plumbing drawings and within the

requirements of architectural, HVAC, electrical, structural, landscaping and other specialized

services drawings.

The Contractor shall cooperate with all trades and agencies working on the site. He shall

make provision for hangers, sleeves, structural openings and other requirements well in

advance to prevent hold up of progress of the construction schedule.

Testing

Piping and drainage works shall be tested as specified under the relevant clauses of the

specifications.

Tests shall be performed in presence of the Project Managers or their authorized

representatives.

All materials and equipment found defective shall be replaced and whole work tested to

meet the requirements of the specifications.

Contractor shall provide all labour, equipment and materials for the performance of the

tests.

Site clearance and cleanup

The Contractor shall, from time to time, clear away all debris and excess materials

accumulated at the site.

After the fixtures, equipment and appliances have been installed and commissioned,

Contractor shall clean-up the same and remove all plaster, paints, stains, stickers and other

foreign matter or discoloration leaving the same in a ready to use condition.

Cutting of Water Proofing Membrane No walls terraces shall be cut for making and

opening after water proofing has been done without written approval of Project

Manager/Architects. Cutting of structural members

No structural member shall be chased or cut without the written permission of the Project

Manager.




Materials

Unless otherwise specified and expressly approved in writing by the Project Manager,

only materials of makes and specification as mentioned in the list of approved makes

attached with the specifications shall be used.

If required, the Contractor shall submit samples of materials proposed to be used in the

works. Approved samples shall be kept in the office of the Project Manager and returned to

the Contractor at the appropriate time.Sanitary Fixtures

Scope of work

Work under this section shall consist of furnishing all Material, labour and miscellaneous

material necessary and required to completely install all sanitary fixtures, chromium plated

and PVC Rigid fittings and accessories as required by the drawings specified hereinafter and

given in the Schedule of Quantities.

Without restricting to the generality of the foregoing the sanitary fixtures shall include the

following:-

a) Sanitary fixtures

b) Chromium plated fittings

c) Porcelain or stainless steel sinks

Accessories such as towel rods, toilet paper holders, soap dish, towel rack, coat hooks,

Mirrors etc are not considered under the scope of this contract.

Whether specifically mentioned or not, the rates quoted for the installation of all fixtures

and appliances shall be provided with all fixing devices, nuts, bolts, screws, hangers as

required General requirements Sanitary fixtures shall be of the best quality approved by the

Project Manager. Wherever particular makes are mentioned, the choice of selection shall

remain with the Project Manager.

All fixtures and fittings shall be provided with all such accessories as are required to

complete the item in working condition. Accessories shall include proper fixing

arrangement, brackets, nuts, bolts, screws and required connection pieces.

Fixing screws shall be half round head chromium plated brass screws with C.P. washers

where necessary. Iron screws rust and will not be permitted.

Contractor shall furnish without cost all such accessories and fixing devices that are

necessary and required but not supplied along with the Plumbing Fixtures & CP Fittings by

the manufacturers as a part of the original and standard supply.

All fittings and fixtures shall be fixed in a neat workmanlike manner true to level and

heights shown on the drawings and in accordance with the manufacturer’s




recommendations. Care shall be taken to fix all inlet and outlet pipes at correct positions.

Faulty locations shall be made good and any damage to the finished floor, tiling or

terrace shall be made good at Contractor's cost.

Contractor shall seal all fixtures fixed near wall, marble and edges with an approved type of

poly-sulphide sealant.

European W.C

General:

The item pertains for providing white or colour glazed vitreous chinaware European Wall

Mounted / Floor Mounted water closet with seat and cover of size and colour as specified in

the schedule including fixing.

Material & Fixing:

European type water closet shall be wash down pattern unless otherwise specified. Water

closet shall be vitreous china conforming to IS 2556 (Part-I & II). Closet shall have an

integral flushing rims of self draining type. Each water closet shall have an integral trap with

either `S` or `P` outlet with and trap shall be uniform and smooth in order to enable an

efficient flush. Plastic seat and cover shall be of black colour or as specified, they shall have

conformity to IS2548 Part I & II.

The Flush valve shall be nominal diameter as specified in the schedule of quantities. It shall

be of C.P. brass approved and heavy quality, and shall conform to I.S. 9758.

European W.C. shall be wall mounted set with Concealed / Open dual Flush Valve.

The flush pipe (40/32 mm dia) shall be exposed inside the Toilet, Material will be uPVC Sch-

80. Where applicable flush pipe / bend shall be connected to the W.C. by means of a

suitable rubber adapter.

Wall hung W.C. shall be supported by C.I. floor mounted chair bracket.

Each W.C. set shall be provided with a plastic seat shall be with rubber buffers and chromium

plated hinges. Plastic seat shall be so fixed that it remains absolutely stationary in vertical

position without falling down on the W.C.

Mode of Measurement : The measurement shall be for each unit of W.C. fixed.

Mode of Payment : The contract rate shall be for each unit of W.C. fixed.

Orissa Pan W.C

General:

The item pertains for providing white or colour glazed vitreous chinaware Orissa Pan with

deep seal P trap having 50mm water seal as specified in the schedule including fixing.

Material & Fixing:




Orissa Pan water closet shall be vitreous china conforming to IS 2556 (Part-III). Water Closet

shall have an integral flushing rims of self draining type. Each water closet shall have deep

seal P trap & shall be uniform and smooth in order to enable an efficient flush. The Flush

valve shall be nominal diameter as specified in the schedule of quantities. It shall be of C.P.

brass approved and heavy quality, and shall conform to I.S. 9758.

European W.C. shall be wall mounted set with Concealed / Open dual Flush Valve.

The flush pipe (40/32 mm dia) shall be exposed inside the Toilet, Material will be uPVC Sch-

80. Where applicable flush pipe / bend shall be connected to the W.C. by means of a

suitable rubber adapter. Wall hung W.C. shall be supported by C.I. floor mounted chair

bracket.Each W.C. set shall be provided with a plastic seat shall be with rubber buffers and

chromium plated hinges. Plastic seat shall be so fixed that it remains absolutely stationary

in vertical position without falling down on the W.C.

Mode of Measurement : The measurement shall be for each unit of W.C. fixed.

Mode of Payment : The contract rate shall be for each unit of W.C. fixed.

Urinals

General:

The item pertains for providing colour or white glazed vitreous chinaware urinal in single or

range (1,2 & 3) and size as specified in the schedule with necessary fittings and appliances

including fixing.

Material & Fixing:

Urinal basin shall be flat back or corner wall type lipped in front. The vitreous china

conforming to IS 2556 (Part VI). Urinal shall have and integral flushing rim and inlet or

supply horn for connecting flush pipe. Flushing rim and inlet shall be of the self draining

type. At bottom of basin and outlet horn for connecting outlet shall be provided. The inside

surface of the urinal shall be uniform and smooth throughout to ensure efficient flushing.

Urinals shall be white glazed vitreous china of size, shape and type specified in the

Schedule of Quantities.

Urinals shall be provided with 15 mm dia C.P. spreader conforming to IS : 407, 32 mm dia

stainless steel domical waste, and shall be fixed to wall by C.I. brackets and C.I. wall

clips as recommended by manufacturers complete as directed by Project Manager.

Urinals shall be fixed with C.P. brass screws and shall be provided with 32 mm dia

domical waste leading to urinal's trap.




Drain pipes shall be conforming to IS 4985 :2000 6 Kg/sq.cm 40mm dia. upvc pipes &

fittings concealed in wall & floor from waste coupling out let connected to floor trap as given

in Schedule of Quantities.

Urinals shall be flushed by means of Prismatic type valves.

Mode of Measurement : The measurement shall be for each unit of Urinal set fixed.

Mode of Payment : The contract rate shall be for each unit of Urinal set fixed.

Wash Basins

General:

The item pertains for providing colour or white glazed vitreous chinaware wash basin with or

without pedestal of size and colour as specified in the schedule including fixing.

Material & Fixing:

Wash basins shall be of vitreous china conforming to IS : 2556(Part-IV) of flat back or angle

back as specified shall be of one piece construction including combined over flow, basin shall

be provided with single or double tap holes of size 28 mm square or 30 mm rounded. Each

basin shall have circular waste hole, or 5 sq.cm slot type over flow. Pedestals for wash basin

shall be exactly same glazing that of basin. Pedestal shall be capable of supporting the basin

and completely recessed at the back to accommodate supply and waste pipes and fittings. The

basin shall be supported on pan of C.I cantilever brackets conforming to IS 775. Use of MS

angle or Tee Section as bracket is not permitted.

Wash basins shall be white glazed vitreous china of any size, shape and wall mounted /

counter type.

Each basin shall be supported on MS galvanized or CI brackets (to be enamel painted) and

clips and the basin securely fixed to wall or on the counter. Placing of basins over the

brackets without secure fixing shall not be accepted.

Each basin shall be provided with 32 mm dia C.P. waste coupling & C.P. brass ‘P’ trap with

C.P pipe to wall and flange as specified in the Bill of Quantities.

Drain pipes shall be conforming to IS 4985:2000 6 Kg/sq.cm 40mm dia. uPVC pipes &

fittings concealed in wall & floor from waste coupling out let connected to floor trap as given

in Schedule of Quantities.

Mode of Measurement : The meas. shall be for each unit of Wash basin set fixed.

Mode of Payment : The contract rate shall be for each unit of Wash basin set fixed.

SS Sinks

General:




Item includes providing the stainless steel sink with or without drain board of size as

specified in the schedule including fixing.

Material & Fixing:

The sink shall be manufactured from stainless steel of Salem or equivalent steel conforming

to IS:13983. Stainless steel sink shall be of one piece construction molded out of 19 SWG

(1mm) stainless steel sheet of grade AISI 304 (18/8) with stainless steel choke – stop strainer

(waste coupling) check nuts conforming to IS 13983.

Sinks shall be stainless steel as specified in the Schedule of Quantities.

Each sink shall be securely fixed. Counter top sinks shall be fixed as recommended by the

manufacturer. Each sink shall be provided with 40 mm dia C.P. waste with plug and a ‘P’

trap as given in the Schedule of Quantities. Fixing shall be done as directed by Project

Manager.

Drain pipes shall be conforming to IS 4985 :2000 6 Kg/sq.cm upvc pipes & fittings

concealed in wall & floor from waste coupling out let connected to floor trap as given in

Schedule of Quantities.

Supply fittings for sinks shall be mixing fittings or C.P. taps with approved type of swan

neck spout as specified in the Schedule of Quantities.

The sink shall be placed over the brackets or on the platform. Gap between sink and platform

/ wall shall be finished with white / matching cement.

Mode of Measurement : The measurement shall be for each unit of SS Sink set fixed.

Mode of Payment : The contract rate shall be for each unit of SS Sink set fixed.

Pillar Tap

General:

The item pertains to provide chromium plated brass and Rigid PVC pillar tap including

fixing.

Material & Fixing:The pillar tap shall be 15 mm nominal size or as specified in the schedule.

Fancy type pillar tap shall be of C.P. brass approved quality and shall conform to I.S. 8931.

Non fancy pillar tap shall be chromium plated-brass and shall conform to IS 1795. The

nominal size of Pillar tap shall be 15 mm or as specified. Casting of Pillar tap shall be sound

and free from laps, blow hole and pitting. External and internal surface shall be clean, smooth

and free from sand and be neatly dressed. All the parts fitted to pillar tap shall be axial,

parallel and cylindrical with surfaces smoothly finished. The minimum of finish weight of

Pillar tap shall not be less than 650 grams (body weight 250 gms, washer plate loose valve

150 gms and back nut 40 gms. Thickness of C.P coating shall not be less than service grade




no.2 of IS 4827 and plating should be capable of taking high polish which shall not easily

tarnish or scale.

Pillar tap shall withstand and internally applied hydraulic pressure of 2 MPa (20 kg/sq.cm)

for period of 2minutes during which period, it shall neither leak nor sweat. Leaky joint shall

be remade to make it leak proof without any extra cost from the contractor.

Pillar tap shall be fixed to the pipe line as indicated in the drawing with necessary special as

required or as ordered by Engineer-in-charge. Jointing shall be done with white zinc, spun

yarn etc. A few turns of fine hemp yarn dipped in linseed oil shall be taken over the threaded

ends to obtain complete water tightness.

Mode of Measurement : The meas. shall be for each unit of Pillar cock set fixed.

Mode of Payment : The contract rate shall be for each unit of Pillar cock set fixed.

Bib Tap, Angle Stop Cocks :

General:

The item pertains to provide chromium plated brass and Rigid PVC bib tap and angle stop

cocks, free flanges (if joined to concealed pipe) including fixing.

Material & Fixing:

Bib cock (Bib tap) is drawn off tap with a horizontal inlet and free out let and a stop cock is a

valve with a suitable means of connections for insertion in a pipe line for controlling or

stopping the flow. These shall be of size 15 mm size or as specified and shall be of screw

down type. The closing device shall work by means of disc. carrying a renewable non-

metallic washer with shuts against the water pressure on a seating right angles to the axis of

the threaded spindle which operates it. The handle shall be crutch, butterfly or fancy design

type securely fixed to the spindle. The tap shall open anti clock wise direction. Brass bib taps

and stop cocks and angle stop cocks shall conform to IS 781, they shall be polished bright.

The minimum finished weight of different sizes of bib tap weight of 15 mm size bib tap and

stop cock shall be as per table given below. They shall be sound and free from taps, blow

hole and fitting. Internal & External surface shall be clean, smooth and free from sand and

neatly dressed. Taps shall be nickel chromium plated and thickness of coating shall not be

less than service grade No.2 of IS 4827 and plating shall be capable of taking high polish

which shall not be easily tarnished.

Minimum Finished Mass of Bib Taps And Stop Valves as Per Is 781:1984 (Reaffirmed

2001).

Mode of Measurement : The measurement shall be for each unit of cock set fixed.

Mode of Payment : The contract rate shall be for each unit of cock set fixed.




Wall Mixer:

General:

The item pertains to provide chromium plated brass and Rigid PVC combination tap

assembly, wall mounted hot & cold mixing for bath ,pillar mounted hot & cold mixing for

sink ,basin, tub etc. including free flanges and fixing.

Material & Fixing:

The combination tap assembly shall be 15 mm nominal size or as specified in the schedule. It

shall be of C.P. brass approved and heavy quality, and shall conform to I.S. 8931.

Combination tap assembly shall be chromium plated-brass and shall conform to IS 8931.The

nominal size of combination tap assembly shall be 15 mm nominal size or as specified.

Casting of combination tap assembly shall be sound and free from laps, blow hole and

pitting. External and internal surface shall be clean, smooth and free from sand and be neatly

dressed. All the parts fitted to pillar tap shall be axial, parallel and cylindrical with surfaces

smoothly finished. Thickness of C.P coating shall not be less than service grade no.2 of IS

4827 and plating should be capable of taking high polish which shall not easily tarnish or

scale.

Combination tap assembly shall withstand and internally applied hydraulic pressure of

1.6Mpa (16 kg/sq.cm) for period of 1 minutes during which, it shall neither leak nor sweat.

Leaky joint shall be remade to make it leak proof.

Mode of Measurement : The meas. shall be for each unit of Wall mixer set fixed.

Mode of Payment : The contract rate shall be for each unit of Wall mixer set fixed.

Shower Set

General:

The item pertains to provide chromium plated brass and Rigid PVC shower rose & shower

Arm of specified diameter with accessories including fixing.

Material & Fixing:

The shower rose & arm shall be CP brass of approved and heavy quality. It’s accessories

shall conform to IS 1239 Part II. Shower rose shall be fixed to be water supply pipe line with

shower arm, fittings etc. as required by the Engineer-in-charge. Shower set shall comprise of

CP Shower rose & CP shower arm , all with CP wall flanges of approved quality all as

specified in the Schedule of Quantities. Wall flanges shall be kept clear off the finished wall.

Wall flanges embedded in the finishing shall not be accepted.




Mode of Measurement : The measurement shall be for each unit of shower set fixed.

Mode of Payment : The contract rate shall be for each unit of Shower cock set fixed.

Towel Rod / Towel Ring :

General:

The item includes providing Towel rod / towel ring of size as mentioned in the schedule

including fixing.

Material & Fixing:

Towel rail shall be of C.P brass with two CP brass bracket coated with chromium plating of

thickness not less than grade No.2 of IS 4827. The size of rail shall be 600 mm x 20 mm dia

unless otherwise specified in the schedule. Towel ring of CP brass with one CP brass bracket

with thickness not less than Grade No.2 of IS 4827. The diameter of the ring shall be 175 mm

unless otherwise specified in the schedule. The diameter of ring rod shall not be less than 8

mm.

The towel rod/ ring shall be fixed to proper line and level as indicated in drawing with CP

brass screws, wooden raw plug, drilling hole etc. and making good the wall to original

condition after fixing the towel rod.

Mode of Measurement : The meas. shall be for each unit of Towel rod / ring set fixed.

Mode of Payment : The contract rate shall be for each unit of Towel rod/ring set fixed.

Toilets for Disabled

Where specified, in washroom facilities designed to accommodate physically disabled,

accessories shall be provided as directed by the Engineer-in-charge.

Stainless steel garb brass of required size suitable for concealed or exposed mounting and

opened non-slip gripping surface shall be provided in all washroom. The flushing

cistern/valve shall be provided with chromium plated long handles.

Mock-up and Trial Assembly

The installation of the Sanitary fixtures and fittings shall be as per the shop drawings

approved by the Engineer-in-charge / Consultant.

The contractor shall have to assemble at least one set of each type of sanitary fixtures and

fittings in order to determine precisely the required supply and disposal connections.

Relevant instructions from manufacturers shall be followed as applicable. This trial assembly

shall be developed to determine the location of puncture holes, holding devices etc. which

will be required for final installation of all sanitary fixtures and fittings. The above assembly

shall be subject to final approval by the Engineer-in-charge / Interior Designer.The fixtures in

the trial assembly can be re-used for final installation without any additional payments for




fixing or dismantling of the fixtures. Supporting and Fixing Devices The contractor shall

provide all the necessary supporting and fixing devices to install the sanitary fixtures and

fittings securely in position. The fixing devices shall be rigidly anchored into the building

structure. The devices shall be rust resistant and shall be so fixed that they do not present an

unsightly appearance in the final assembly. Where the location demands, the Engineer-in-

charge may instruct the contractor to provide chromium plated or other similarly finished

fixing devices. In such circumstances the contractor shall arrange to supply the fixing devices

and shall be installed complete with appropriate vibration isolating pads, washers and

gaskets.

Final Installation

The contractor shall install all sanitary fixtures and fittings in their final position in

accordance with approved trial assemblies and as shown on drawings. The installation shall

be complete with all supply and waste connections. The connection between building and

piping system and the sanitary fixtures shall be through proper unions and flanges to facilitate

removal/replacement of sanitary fixtures without disturbing the built in piping system. All

unions and flanges shall match in appearance with other exposed fittings.

Fixtures shall be mounted rigid, plumb and to alignment. The outlets of water closet pans and

similar appliances shall be examined to ensure that outlet ends are butting on the receiving

pipes before making the joints. It shall be ensured that the receiving pipes are clear of

obstruction. When fixtures are being mounted, attention shall be paid to the possibility of

movement and settlement by other causes. Overflows shall be made to ensure that necessary

anchoring devices have been provided for supporting water closets, wash basins, sinks and

other appliances.

Protection Against Damage

The contractor shall take every precaution to protect all sanitary fixtures against damage,

misuse, cracking, staining, breakage and pilferage by providing proper wrapping and locking

arrangement till the completion of the installation. At the time of handing over, the contractor

shall clean, disinfect and polish all the fixtures and fittings. Any fixtures and fittings found

damaged, cracked chipped stained or scratched shall be removed and new fixtures and fittings

free from defects Shall be installed at his own cost to complete the work.

Measurement

Rate for supply & fixing of sanitary fixtures accessories, CP fittings shall etc. include all

items, and operations stated in the respective specifications and bill of quantities and nothing

extra is payable.




Rates for all items under specifications Para above shall be inclusive of cutting holes and

chases and making good the same, CP screws, nuts, bolts and any fixing arrangements

requiredandrecommended by manufacturers, testing and commissioning and making good to

the satisfaction of the Engineer-in-charge.

Testing

All appliances, fixtures and fittings shall be tested before and after installation. Water seals of

all appliances shall be tested. The contractor shall block the ends of waste and ventilation

pipes and shall conduct an air test.

After completion of work and during the maintenance liability period of contract, the work

shall be subjected to “Post construction and testing”. In case, if the materials incorporated in

the work are found to be inferior, though the sample collected from the materials might have

been passed at the time of execution, it shall be the responsibility of the contractor to replace

the same without any cost to the department failing which the department may rectify the

same at the risk and cost of the contractor or the department may accept the same as sub

standard, and cost be adjusted from the outstanding security deposit as per the terms and

condition of the contract for the work.

Soil, Waste, Vent and Rainwater Pipes & Fittings

General :

The item includes supplying of UPVC soil, waste and rain water (SWR) and ventilation pipes

with fittings of specified diameter including laying, fixing, cutting, joining, painting if

required etc.

Material :

The pipes shall conforming to IS 13592, UPVC - SWR (Type ‘A’ or ‘B’ as specified) and

fittings conforming to IS 13591 shall be free from cracks, flaws and defects and shall be U.

V. stabilized and able to withstand a pressure as mentioned in the schedule of work. Rubber

sealing rings conforming to IS 5382 with lubricant for sliding socket joints as mentioned in

the schedule of work.

Examining:

Before laying the pipe line, it shall be first examined for damages and cracks, No cracked or

damaged pipe and fittings shall be used in the work and they shall be removed from the site

by the contractor at his own cost and charge.

Cleaning: All the pipes and fittings shall be thoroughly cleaned with brush and washed if

necessary to remove any accumulated stone, soil or dirt inside and outside surfaces.

Laying :




The pipes shall be carefully laid straight to the correct alignment in gradients as indicated in

the drawing. All the pipe shall be used in standard length as far as possible. Cut length may

be used only where it is necessary to make up exact length. The entire length of pipe shall be

evenly supported on bed of the trench throughout. Care shall be taken to prevent any sand,

earth or other materials from entering into the pipes during laying. At the end of day's work

the open end shall be suitably plugged.

Fixing :

The pipe line shall be fixed in position as shown in the drawing or as directed by the

Engineer-in charge. The pipe shall be fixed with G.I. clamps not less than 5 mm thick of with

suitable MS brackets & U clamps, The bracket shall be fixed into the wall with G.I. nails not

less than 40 mm long and wooden gutties keeping the pipe about 50 mm clear of the wall.

Making Joint :

Solvent (Self fit) Joint:- All internal piping within the toilet shall be solvent weld. The

jointing of pipes and fittings generally shall be done with approved make cement solvent

including making surface rough.

Ring fit Joints:- All external vertical joints shall be rubber ring joints. Rubber sealing rings

with lubricant for sliding socket joints .

The pipe shall be cut to desired length. Care shall be taken that that profile or cut surfaces

shall not be changed and the fibrous material shall be removed with scraper or knife.

Detachable Joint :

Detachable joints shall be made where pipes of different materials have to be jointed or as

specified in the schedule. The flanges are first pushed over the pipe ends and jointing shall be

made by cement solvent

Painting :

In case of underground piping, the pipe line shall be painted with two coats of approved oil

paint of matching colour over a coat of primer.

Testing :

The joints shall be tested by either smoke test for vertical stacks or 2.5 m head of water at the

highest point of the section under test for horizontal drainage pipes. Smoke shall be pumped

into the pipes at the lowest end from a smoke machine which consists of a below and burner

.The material usually burnt is greasy cotton waste which gives out a clear pungent smoke

which is easily detectable by sight as well as by smell, if there is leak at any point of the

drain. The water head test shall be carried out by suitably plugging the lower end of the drain

and the ends of the connection if any and filling the system with water. A knuckle bend shall




be temporarily jointed to it so as to provide required test head , or the top may be plugged

with a connection to a hose ending in a funnel which could be raised or lowered till the

required head is obtained and fixed suitable for observation. The leaky joints shall be remade

and section re-tested at no extra cost.

Mode Of Measurement :

The measurement shall be for unit running meter length of pipe line laid of fixed. The

measurement shall be taken along the center line of pipe. No measurement shall be recorded

separately for fittings, painting if mentioned in schedule of work and testing.

Mode Of Payment :

The contract rate shall be for unit running meter length of pipe line laid and for fitting on

number measured.

Clamps

All pipe supports on walls, beams, columns and ceilings shall be MS angle frames as per

Consultants drawings & contractors approved shop drawing by project in charge. The frames

shall have a coat of primer and 2 coats of enamel paint of approved shade. MS supports are

measured and paid under a separate item.

All clamps and hangers shall be galvanised. Factory made Pre fabricated clamps shall be

preferred. All nuts, bolts, washers and other fasteners shall be factory galvanised.

When required to be fixed on RCC columns , walls or beam they shall be fixed with

approved type of galvanised expansion anchor fasteners (Dash fasteners) of approved design

and size according to load.

In case of PT slab, the location of anchor fasteners shall be approved by project in charge

before work commences.

Spacing of pipe supports and clamps shall be as below

Pipe Dia

(mm)

Hanger Rod Dia

(mm)

Spacing between Supports

(m)

Up to 25 6 2

32 to 50 6 2.5

65 to 80 8 2.5

80 to 100 10 2.5

125 to 150 10 3.0

200 to 300 12 3.5




Traps

Floor traps

Floor traps where specified shall be siphon type full bore P type upvc having a minimum 50

mm deep seal conforming to IS 13591 shall be free from cracks, flaws and defects. The trap

and waste pipes when buried below ground shall be set and encased in cement concrete

blocks firmly supported on firm ground or when installed on a sunken RCC structural slab.

The blocks shall be in 1:2:4 mix (1 cement :2 coarse sand :4 stone aggregate 20 mm

nominal size).

Use of nahni traps is discouraged. It may be used in case of space restriction, with permission

of project in charge & Consultants Floor Trap Grating Floor traps shall be provided with

125mm square or round Stainless Steel gratings, with frame and rim of approved design and

shape or as specified in the Schedule of Quantities approved by the Project Manager.

Clean out (CO) plugs -Clean out plug for Soil, Waste or Rainwater pipes laid under floors

shall be provided near pipe junctions bends , tees , “Y” and on straight runs at such intervals

as required as per site conditions. Clean out plugs shall terminate flush with the floor levels .

They shall be threaded and provided with key mark for opening. Clean out plugs shall be

Cast Brass suitable for the Pipe dia. with screwed to a socket . The socket shall be lead

caulked to the drain pipes.

Waste pipe from appliances

Waste pipe from wash basins and sinks shall be of uPVC pipes conforming to IS 4985

:2000 6 Kg/sq.cm. including all fittings with solvent cement joint, testing, cutting holes or

chases and making good where required as given in the Schedule of Quantities or shown on

the drawings.

All pipes shall be fixed in gradient towards the connection to stack or drains. Pipes inside all

toilets shall be in chase unless otherwise shown on drawings, or directed by the Project

Manager.

Painting

Paints used shall be of approved quality and shade. Where directed pipes shall be

painted in accordance with approved pipe colour code.

All soil, waste, vent, rainwater pipes in exposed locations e.g. in shafts, pipe spaces and

service floors or fixed at ceiling levels shall be painted with two or more coats of synthetic

enamel paint to give an even shade

Cutting and making good




Contractor shall provide all holes cut outs and chases in structural members necessary and

required for the pipe work as building work proceeds. Wherever cut outs , holes are left in

the original construction , they shall be made good by the main civil contractor.

Sleeves / Cut-outs.

Contractor shall utilize all cut outs and sleeves provided during construction to prevent

breaking. The annular space between the pipe and the sleeve shall be filled up with

approved type of fire retardant sealant. When sleeves are misplaced or inaccurately located

contractor shall make the holes in the wall or structural members with the prior permission of

the Project Manager.

Testing

Before using at site, all pipes shall be tested by filling up with water for at least 10 minutes.

After filling, pipes shall be struck with a hammer and inspected for blowholes and cracks. All

defective pipes shall be rejected and removed from the site within 48 hours.

Pipes shall be tested after installation, by filling up the stack with water. All openings and

connections shall be suitably plugged. The total head in the stack shall however not exceed

3m.

Alternatively, Contractor may test all soil and waste stacks by a smoke testing machine.

Smoke shall be pumped into the stack after plugging all inlets and connections. The top end

shall be left open. The stack shall then be observed for leakages and all defective pipes and

fittings removed or repaired as directed by the Project Manager. A test register shall be

maintained and all entries signed and dated by the Project Manager. Later Supply System

Scope of work

Work under this section consists of furnishing all labour, materials equipment and appliances

necessary and required to completely install the water supply system as required by the

drawings, specified hereinafter and given in the Schedule of Quantities.

Without restricting to the generality of the foregoing, the water supply system shall include

the following:-Distribution system from main supply headers to all fixtures and appliances

for cold water. Cold water supply lines from water connections to Fire and Under Ground

Water Tanks and from Underground Water Tanks to Overhead water Tanks. Control valves,

masonry chambers and other appurtenances. Connections to all plumbing fixtures, tanks,

appliances and municipal mains Inserts for R.C.C. tanks

General requirements

All materials shall be new of the best quality conforming to specifications. All works

executed shall be to the satisfaction of the Project Manager. Pipes and fittings shall be




securely fixed to walls and ceilings truly vertical, horizontal or in slopes as required in a

neat workmanlike manner. Short or long bends shall be used on all main pipe lines as far as

possible. Use of elbows shall be restricted for short connections. All bends shall be formed by

means of a hydraulic pipe bending machine for pipes up to 65mm diameter. Pipes shall be

fixed so as to provide easy accessibility for repair and maintenance and shall not cause

obstruction in shafts, passages etc.

Clamps, hangers and supports on RCC walls, columns & slabs shall be fixed only by means

of approved make of expandable metal fasteners inserted by use of power drills. All G.I,

CPVC pipes in shafts and other locations shall be supported by M.S. clamps of design

approved by Project Manager. Pipes in wall chases shall be anchored by iron hooks, Pipes at

ceiling level shall be supported on structural clamps fabricated from M.S. structural as

described above. Pipes in typical shafts shall be supported on slotted angles/channels as

specified elsewhere. All pipe clamps, supports, nuts, bolts, washers shall be galvanized MS

steel throughout the building. Valves and other appurtenances shall be so located as to

provide easy accessibility for operations, maintenance and repairs. Contractor should study

the site plan and water supply system diagram for an overview of the system. All external

water supply should be in uPVC Sch80 class pipes and fittings. All internal water supply

should be in uPVC Sch-80 pipe and fittings as specified.

Testing

Once an installation is completed and cored as per above mentioned recommendations, the

system should be hydrostatically pressure tested at 150 psi(10 Bar) for one hour. During

pressure testing, the system should be fitted with water and if a leak is found, the joint should

be cut out and replacing the same with new one by using couplers. When making a transition

connection to metal threads, special Brass / plastic transition fitting (Male and female

adapters) should be used. Plastic threaded connections should not be over torque Hard tight

puts one half turn should be adequate. Threaded Sealants Teflon tape shall be used to make

threaded connections leak proof.

Hangers and supports

For Horizontal runs, support should be given at 3 feet ( 90 cm) intervals for diameters of one

inch and below and at 4 feet (1.2m) intervals for larger sizes. Hangers should not have rough

or sharp edges which come in contact with the tubing.

Cutting Chases in Masonry Walls

Cold water distribution pipes to fixtures and equipment exposed to view in the bathrooms,

kitchens, and sanitary compartments shall be chased into walls or floors or placed in wall




cavities. The Contractor shall be responsible for cutting all notches, chases, and recesses in

walls and floors and only a diamond cutter shall be used. The maximum size of conduit or

pipe permitted to be concealed in floor slabs shall be 32 mm diameter unless otherwise

approved by the Engineer-in-charge.

The chases up to 7.5 x 7.5 cm shall be made in the walls for housing GI pipes etc. These shall

be provided in correct positions as shown in the drawings or directed by the Engineer-in-

charge. Chases shall be made by chiseling out the masonry to proper line and depth. After the

pipes etc are fixed in chases, the chases shall be filled with cement mortar 1:2:4 or as may be

specified, and made flush with the masonry surface. The concrete surface shall be roughened

with wire brush to provide a key for plastering. Where pipes pass through beams or structural

walls, subject to the approval of the Structural Consulting Engineer, the Contractor shall

ensure that sizes and locations of openings required are formed in when the relevant beams or

walls are cast.

ASTM Schedule 80 pipes, fittings -

All pipes inside the buildings shall be uPVC ASTM schedule 40/80 pipes and outside the

building shall be ASTM schedule 80 heavy pressure pipes conforming to ASTM-D-1785.

Fittings shall be of approved make as per List of Approved Makes attached for ASTM

schedule 80 pipes. Each fitting shall have manufacturer's trade mark stamped on it. All

fittings and specials such as tees, elbows, couplers etc where connection with metal is to be

made shall be with uPVC brass threaded combination/transition specials such as male

threaded adaptor (MTA), female threaded adaptor (FTA), FT tee, FT elbow etc. Fittings for

ASTM pipes shall include couplings, tees, reducers, nipples, unions, bushes. Fittings shall

conform to ASTM-D-2467.Pipes and fittings shall be jointed with solvent cement

(recommended brand by manufacturer). Care shall be taken to remove burr from the end of

the pipe.

Valves :-

All valves (gate, globe, check, safety) shall be of gun metal suitable for the particular service

as specified. All valves shall be of the particular duty and design as specified. Valves shall

either be of screwed type or flanged type, as specified, with suitable flanges and non-

corrosive bolts and gaskets. Tail pieces as required shall be supplied along with valves. Gate,

globe and check valves shall conform to Indian Standard IS:776 and non-return valves and

swing check type reflux to IS:5312.

Sluice valves-




where specified shall be flanged sluice valves of cast iron body. The spindle, valve seat and

wedge nuts shall be gunmetal. They shall generally have non-rising spindle and shall be of

the particular duty and design as specified. The valves shall be supplied with suitable flanges,

non-corrosive bolts and asbestos fiber gaskets. Sluice valves shall conform to Indian standard

IS: 780 and IS: 2906.

Ball valves

Ball valves with floats to be fixed in storage tanks shall consist of cast brass lever arm having

copper balls (26 SWG) screwed to the arm integrally. The copper ball shall have bronze

welded seams. The closing/opening mechanism incorporating the piston and cylinder shall be

non-corrosive metal and include washers. The size and construction of ball valves and float

shall be suitable for desired working pressure operating the supply system. Where called for

brass valves shall be supplied with brass hexagonal back nuts to secure them to the tanks and

a socket to connect to supply pipe. Ball Valves (for branch lines < 50mm dia)

Valves up to 50 mm dia. shall be screwed type Ball Valves with stainless steel balls, spindle,

Teflon seating and gland packing tested to a hydraulic pressure of 20 kg / Sq.m. and

accompanying couplings and steel handles. (to BS 5351).

Globe valves -

Globe valves on Hot-water line shall be union bonnet with stem/disc and body seat ring of

SS. Suitable for temperature up to 80° C.

Valves 65mm dia and below shall be heavy gunmetal globe valves conforming to IS 778

Class 1. Valves shall be tested at manufacturer’s works and the same stamped on it.

Gunmetal Full way valves (on-Off duty)

Valves 65mm dia and below shall be heavy gunmetal full way valves or globe valves

conforming to IS 778 class 1. Valves shall be tested at manufacturer’s works and the same

stamped on it.

Butterfly Valves

(on pump delivery lines, branches and shut off locations)

Valves more than 50mm dia and above shall be cast iron butterfly valve to be used for

isolation. The valves shall be bubble tight, resilient seated suitable for flow in either

direction and seal in both direction with accompanying flanges and steel handle. Butterfly

valve shall be of best quality conforming to IS: 13095.

Each Butterfly Valve shall be provided with a pair of flanges screwed or welded to the main

line and having the required number of galvanised nuts, bolts and washers of correct length.

Non Return Valve ( Slim Type )




Where specified, non return valve (swing check type) shall be provided through which flow

can occur in one direction only. It shall be single door swing check type of best quality.

Each Slim Type Swing Check (NRV) Valve shall be provided with a pair of flanges screwed

or welded to the main line and having the required number of galvanised nuts, bolts and

washers of correct length.

S. No Type of Valve Size Construction Ends

a. Isolating Valve 15 mm to 50 mm

65 mm and above

Gun Metal

Gun Metal

Screwed

Flanged

b. Sluice Valve &

Butterfly

Valve

65 mm and above Cast Iron Flanged

c. G.M. non

return valve

15 mm to 50 mm

65 mm above

Gun Metal

Gun Metal

Screwed

Flanged

d. Flap Type –

Non return

valve

65 mm and above Cast Iron Flanged

All valves shall be suitable for the working pressure involved.

Pressure Reducing Valve Set -

Each pressure reducing valve set shall be complete with pressure reducing or pressure

regulating valve, isolating valves, pressure gauges on inlet and outlet, pressure relief valve on

outlet and filter on inlet. Each pressure reducing valve shall contain loading neoprene

diaphragm and a full floating, self aligning, ignition resistant seat and shall be of the single

stage, pressure reduction type with provision for manually adjusting the delivery pressure.

The valve shall fail safe to the low pressure. Valves shall be capable of operating at the

maintaining automatically the respective delivery pressure and flow rates as indicated and

shall not be liable to creep. Valves shall also be capable of maintaining the pre-set down

stream pressure under static condition. The filter on each inlet to a pressure reducing valve

shall be of replaceable porous sintered metal type.

Pressure Relief Valves

Each pressure relief valve shall be of the fully enclosed type and fitted with hand easing gear.




Each pressure relief valve in a pressure reducing station shall have a flow capacity equal to

that of the pressure reducing valve. Pressure relief valves in locations other than reducing

stations shall have flow capacities equal to that of the associated equipment.

Pressure Gauge

The pressure gauge shall be constructed of die cast aluminum and stove enameled. It shall be

weather proof with an IP 55 enclosure. It shall be a stainless steel Bourdon tube type pressure

gauge with a scale range from 0 to 16 Kg / cm square and shall be constructed as per IS:3524.

Each pressure gauge shall have a siphon tube connection. The shut off arrangement shall be

by Ball Valve. Calibration certificate shall be obtained and submitted for each pressure

gauge.

Water Fittings

Unless otherwise specified all Gunmetal fittings such as gate, globe, check & safety valves

shall be fitted in pipe line in workman like manner. Necessary unions shall be provided on

both ends of the valves for easy replacement. The joints between fittings and pipes shall be

leak-proof when tested to desired pressure rating. The defective fittings and joints shall be

replaced or redone. gnections to Various Mechanical Equipment Supplied by other agencies

All inlets, outlets, valves, piping and other incidental work connected with installation of

mechanical equipment supplied by other agencies all be carried out by the contractor in

accordance with the drawings, requirements for proper performance of equipment,

manufacturer’s instructions and the directions of the Engineer-in-charge. The equipments to

be supplied by the other agencies consist mainly for Kitchen, Back-of-the-House area and

other similar areas. The work of connections to the various equipments shall be effected

through proper unions and isolating valves. The work of effecting connections shall be

executed in consultation with and according to the requirement of equipment suppliers, under

the directions of the Engineer-in-charge. The various aspects of connection work shall be

executed in a similar way to the work of respective trade mentioned elsewhere in these

specifications.

Connections to RCC Water Tanks

The contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control

valves and all such other piping connections including level indicator to water storage tanks

as called for. All pipes crossing through RCC work shall have puddle flanges fabricated from

MS/GI pipes of required size and length and welded to 6/8 mm thick MS plate. All puddle

flanges must be fixed in true alignment and level to ensure further connection in proper order.




Full way gate valves of a approved make shall be provided as near the tank as practicable on

every outlet pipe from the storage tank except the overflow pipe. Overflow and vent pipes

shall terminate with mosquito proof grating.

The overflow pipe shall be so placed to allow the discharge of water being readily seen. The

overflow pipe shall be of size as indicated. A stop valve shall also be provided in the inlet

water connection to the tank. The outlet pipes shall be fixed approximately 75mm above the

bottom of the tank towards which the floor of the tank is sloping to enable the tank to be

emptied for cleaning.

The floor and the walls of the tank shall be tiled with glazed tiles upto the overflow level.

Alternatively food grade epoxy to be applied.

Tiling of Walls

The floor and the walls of the tanks shall be tiled with glazed tiles up to the overflow level.

Alternatively food grade epoxy to be applied to the floor and the walls of the tanks.

Measurements

The length above ground shall be measured in running meter correct to a cm for the finished

work, which shall include pipe and fittings such as coupling , bends, tees, elbows, reducers,

crosses, plugs, sockets, nipples and nuts, unions. Deductions for length of valves shall be

made. Rate quoted shall be inclusive of all fittings, clamps, cutting holes chased and making

good the same and all items mentioned in the specifications and Bill of Quantities.

All pipes below ground shall be measured per linear meters (to the nearest cm) and shall be

inclusive of all fittings e.g. coupling, tees, bends, elbows, unions, deduction for valves shall

be made rate quoted shall be inclusive of all fittings, excavation, back filling and disposal of

surplus earth, cutting holes and chase and making good all item mentioned in Bill of

Quantities.

Lawn Hydrants

Lawn hydrants shall be of 25mm size unless otherwise indicated. All hydrants shall be

provided with gate valves and threaded nipple to receive hose pipes. Lawn hydrant valves

shall be of approved make and design. Where called for lawn hydrants shall be located in

masonry chambers of appropriate size. Pipe protection (for water pipes buried in Trenches /

Ground / Earth)

All buried pipes shall be cleaned with zinc chromate primer and bitumen paint, wrapped with

three layers of fiber glass tissue, each layer laid in bitumen and placed on concrete blocks

with PUF saddles dipped in bitumen at every 2 meters. The pipes where laid under floor shall

be encased with 100 mm thick jamuna sand all around in addition to protective coating as




described above. Alternatively pypcoat / coatek insulation for protection of pipe would also

be acceptable as per final approval of project engineer / consultant.

All water supply pipes below ground shall be laid in trenches with a minimum cover of 60

cm. The width and depth of the trenches shall be as follows:-

Dia of pipe Width of trench Depth of trench

15 mm to 50 mm 30 cms 75 cms

65 mm to 100 mm 45 cms 100 cms

Thrust Blocks

In case of bigger pipes (80 mm dia and above), thrust blocks of cement concrete 1:2:4 (1

cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) shall be constructed

on all bends as directed by the Engineer-in-charge.

Masonry Chamber

i. All masonry chambers for stop cocks, sluice valves and meter etc. shall be built as per

supplied drawings.

ii. The excavation for chambers shall be done true to dimension and level indicated on plans

or as directed by the Engineer-in-charge.

iii. Concrete shall be of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size.

iv. Brick shall be of class designation 75 in cement mortar 1:5 (1 cement: 5 fine sand)

v. Inside Plastering not less than 12 mm thick shall be done in cement mortar 1:3 (1 cement :

3 fine sand) finished with a floating coat of neat cement.

Shifting of Excavated Surplus Material

Contractor shall make his own arrangement to shift the surplus excavated material within the

site limits as directed by Engineer-in-charge at free of cost within time limit.

Unions

Contractor shall provide adequate number of unions on all pipes to enable easy dismantling

later when required. Unions shall be provided near each gunmetal valve, stop cock, or check

valve and on straight runs at appropriate locations as required or as directed by the Project

manager.

Flanges




Flanged connections shall be provided on pipes as required or as shown on the drawings, all

equipment connections as necessary and required or as directed by the Project Manager.

Connections shall be made by the correct number and size of bolts and made with 3mm thick

insertion rubber washer.

Sand filling

GI pipes in trenches shall be protected with fine sand 15 cms all round before filling in the

trenches.

Painting

All pipes above ground shall be painted with one coat of red lead and two coats of synthetic

enamel paint of approved shade and quality. Pipes shall be painted to standard colour code

and arrows specified by Project Manager.

Pipe protection

GI waste pipes buried in chases or ground or sunken slab shall be protected with multi layer

bitumen membrane tape 3mm thick with a final coat of hot or cold applied bitumen.

“Pypkote” or equivalent.

Testing.

All pipes, fittings and valves, after fixing at site, shall be tested by hydrostatic pressure of 1.5

times the working pressure or 7 kg / sqcm whichever is more. Pressure shall be maintained

for a period of at least one hours without any drop.A test register shall be maintained and all

entries shall be signed and dated by Contractor(s) and Project Manager.

In addition to the sectional testing carried out during the construction, Contractor shall

test the entire installation after connections to the overhead tanks or pumping system or

mains. He shall rectify all leakages and shall replace all defective materials in the system.

Any damage done due to carelessness, open or burst pipes or failure of fittings, to the

building, furniture and fixtures shall be made good by the Contractor during the defects

liability period without any cost.

After commissioning of the water supply system, Contractor shall test each valve by

closing and opening it a number of times to observe if it is working efficiently. Valves

which do not effectively operate shall be replaced by new ones at no extra cost and the

same shall be tested as above.

Measurement

All pipes shall be measured per linear meter (to the nearest cm) and shall be inclusive of

All fittings e.g. Coupling, tees, bends, elbows, unions, flanges and u clamps with nuts, bolts

& washers fixed to wall or other standard supports. Jointing with Teflon tape, or other




approved method. Cutting holes, and chases in walls, floors, any pipe support required for

pipes below ground & making good the same. Pipe Supports MS Fabricated supports shall be

measured by weight, excluding weight of GI clamps. It shall be calculated on basis of the

quantity of structural MS used from the theoretical weight of the sections. Rate quoted for

supports & hangers shall be inclusive of :-

Expandable anchor fasteners.

Cutting holes in walls, ceilings on floors and making good where permitted.

Nuts, bolts and washers for fixing and assembling.

Wooden / PVC pipe saddles for vertical or horizontal runs.

Applying one coat of red oxide and 2 or more coats of enamel paint.

Valves

Gunmetal, cast iron, butterfly and non return valves and puddle flanges shall be measured by

numbers and shall include wheels / caps, GI nuts, bolts, washers and insertion gasket.

Painting / pipe protection

Painting / pipe protection shall be measured per linear metre over finished surface and shall

include all valves and fittings for which no deduction shall be made. No extra payment

shall be made for fittings, valves or flanges.

Pipe Puddle Flanges for GWT & OHT

Pipe Flanges shall conform to British Standards 10 (Specification for flanges and bolting for

pipes, valves and fittings). Following table gives specification of Pipe Flanges and Sleeves.




Sr.

No

M S Sleeve M. S. Flange Bolting M.S. Puddle

Sle

eve

Nos

N.B

. of

Pip

e T

hick

ne

ss

of

Pip

e D

iam

ete

r Thi

ckne

ss

Pcd

Dia

O

f

Bol

t N

o.

Of

Bol

t

Siz

e

Thi

ckne

ss

mm mm mm mm mm

1 S3 25

DIA

4.05

mm 120 10 90 15 4 50 x 50 6

2 S4 32

DIA

4.05

mm 135 10 100 15 4 100x100 6

3 S5 40

DIA

4.05

mm 140 15 125 15 4 100x100 6

4 S6 50

DIA

4.05

mm 165 15 105 15 4 150x150 6

5 S7 65

DIA

4.05

mm 185 15 150 15 8 150x150 6

6 S8 80

DIA

4.85

mm 200 15 165 15 8 200x200 6

7 S9 100

DIA

5.4

mm 225 20 200 15 8 200x200 6

8 S10 150

DIA

5.4

mm 300 25 260 20 12 300x300 6

9 S11 200

DIA

6.0

mm 370 25 325 20 12 350x350 6

10 S12 250

DIA

6.0

mm 435 32 380 25 12 400x400 6

11 S13 300

DIA

6.0

mm 500 32 450 25 16 400x400 6

12 S14 350

DIA

6.0

mm 550 40 500 25 16 500x500 6

Connections to RCC Water Tanks

The contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control

valves and all such other piping connections including level indicator to water storage tanks

as called for. All pipes crossing through RCC work shall have puddle flanges fabricated from




MS/GI pipes of required size and length and welded to 6/8 mm thick MS plate. All puddle

flanges must be fixed in true alignment and level to ensure further connection in proper order.

Full way gate valves of a approved make shall be provided as near the tank as practicable on

every outlet pipe from the storage tank except the overflow pipe. Overflow and vent pipes

shall terminate with mosquito proof grating.

The overflow pipe shall be so placed to allow the discharge of water being readily seen. The

overflow pipe shall be of size as indicated. A stop valve shall also be provided in the inlet

water connection to the tank. The outlet pipes shall be fixed approximately 75mm above the

bottom of the tank towards which the floor of the tank is sloping to enable the tank to be

emptied for cleaning.

The floor and the walls of the tank shall be tiled with glazed tiles up to the overflow level.

Alternatively food grade epoxy to be applied.

Tiling of Walls

The floor and the walls of the tanks shall be tiled with glazed tiles up to the overflow level.

Alternatively food grade epoxy to be applied to the floor and the walls of the tanks.

Drainage (Sewers & Storm Water Drains)

a. Sewerage line shall be laid at 1:60 grades for proper drainage Plinth height of the

building shall be taken accordingly.

b. Only UPVC/HDPE. Spun pipe shall be used with lead-wool/epoxy mortar joints up

to first inspection chamber.

First inspection chamber to septic tank, pipes shall be cement concrete NP. 2 – Class

pipe

c. All hidden joints shall be provided with flat strips.

d. No joints shall be permitted in wall, slab or columns.

e. Rat guards shall be provided on pipes.

f. Joints with floors/walls of fixtures shall be treated / chalked with epoxy mortar.

g. Acceptance testing smokes as per local authorities requirements.

h. Construction of sewer line as per drawing & design.

i. R.C.C. pipes of NP-II Class as per drawing & design & as directed by Client from

first inspection chamber to last disposal point as per municipal directives should be

provided for sewerage line. 1:2:4 P.C.C. incasing shall be provided wherever is

necessary & as directed.




j. Connection from Inspection chamber to existing manhole on the road or Municipal

Gutter line shall be provided.

k. Suitable number of chambers with pre-cast / Fiber reinforced Concrete / Fibre cover

shall be provided. As per drawing or as directed by Client.

l. Chambers shall be provided at every 10.0 meter interval and as per requirements of

change of diameter, direction, level and connections. As directed by engineer in charge

& as per execution drawings issued at the time of execution.

m. Acceptance Test: Smoke /hydraulic test as per B.I.S.

4.6.4 RAIN WATER PIPE:

a. Suitable nos. of pipes of minimum 110mm diameter of UPVC/CCI/CI shall be as per

Standards and as per detail drawing - design and as directed by engineer in charge.

b. No spout for discharging rainwater shall be allowed.

c. 50 mm UPVC pipe shall be provided for draining of water from each balcony.

d. Acceptance testing – Smoke test.

4.6.5 Channel for disposal of storm water in to public drains

A suitable open concrete channel, masonry gutter as per design, & norms shall be

provided to drain off water from buildings with design intensity of 8.9 cms/hr. storm

and run-off coefficient of 0.8.The storm water collected from the area shall be

discharged at the places of bore well / well as rainwater harvesting and as directed by

Client. Covers on drain shall be perforated and solid as applicable of pre-cast / Fiber

reinforced Concrete / Fiber cover shall be provided. As per drawing or as directed by

Client.

Scope of work

Work under this section shall consist of furnishing all labour, materials, equipment and

appliances necessary and required to completely install all the drainage system as required

by the drawings and specified hereinafter or given in the Schedule of Quantities. Without

restricting to the generality of the foregoing, the drainage system shall include:- Sewer lines

including excavations, pipe lines, manholes, drop connections and connections to the

existing sewer. Storm water drainage, excavation, pipe lines, manholes, catch basins,

and connections to the existing storm water drain.




General requirements

All materials shall be new of the best quality conforming to specifications and

subject to the approval of the Project Managers. Drainage Lines shall be laid to the

required gradients and profiles. All drainage work shall be done in accordance with the local

municipal bye-laws. Contractor shall obtain necessary approval and permission for the

drainage system from the municipal or any other competent authority. Location of all

manholes, etc. shall be confirmed by the Project Manager. As far as possible, no drains or

sewers shall be laid in the middle of the road unless otherwise specifically shown on

the drawings or directed by the Project Manager.

Excavation

Alignment and grade

The sewer pipes shall be laid to alignment and gradient shown on the drawings but

subject to such modifications as shall be ordered by the Project Manager. No deviations

from the lines, depths of cutting or gradients of sewers shown on the plans and sections

shall be permitted except by the express direction in writing of the Project Manager.

Opening out trenches

In excavating the trenches, etc. the solid road metal ling, pavement, kerbing, etc. and

turf is to be placed on one side and preserved for reinstatement when the trenches or other

excavation shall be filled up. Before any road metal is replaced, it shall be carefully

sifted. The surface of all trenches and holes shall be restored and maintained to the

satisfaction of the Project Manager.

The Contractor shall grub up and clear the surface over the trenches and other excavations of

all trees, stumps roots and all other encumbrances affecting execution of the work and shall

remove them from the site to the approval of the Project Manager.

Excavation to be taken to proper depths

The trenches shall be excavated to such a depth that the sewer shall rest on concrete as

described in the several clauses relating thereto and so that the inverts may be at the

levels given in the sections

Refilling

After the sewer or other work has been laid and proved to be water tight, the trench or

other excavations shall be refilled. Utmost care shall be taken in doing this, so that no

damage shall be caused to the sewer and other permanent work.




The filling in the haunches and upto 75 cms above the crown of the sewer shall be of

PCC 1:2:4. After this has been laid, the trench and other excavation shall be refilled carefully

in 15 cms layers with materials taken from the excavation, each layer being watered to assist

in the consolidation unless the Project Manager shall otherwise direct.

Disposal of surplus soil

The Contractor shall at his own costs and charges provide places for disposal of all

surplus materials not required to be used on the works. As each trench is refilled the surplus

soil shall be immediately removed, the surface properly restored and roadways and sides

left clear.

Recommended width of trenches at the bottom shall be as follows:-

100 – 150 mm dia pipe 55 cms

225 - 250 mm dia pipe 60 cms

300 mm dia pipe 75 cms

Maximum width of the bed concrete shall also be as above. No additional payment is

admissible for widths greater than specified.

The Project Managers shall have power by giving an order in writing to the Contractor to

increase the maximum width in respect of which payment will be allowed for excavation in

trenches for various classes of sewer, manholes, and other works in certain lengths to be

specifically laid down by him , where on account of bad ground or other unusual conditions,

he considers that such increased widths are necessary in view of the site conditions.

Gully Traps

Gully traps shall be of the same quality as described for stoneware pipes and used where

shown on drawings.

Gully traps shall be fixed in cement concrete 1:2:4 mix and a brick masonry chamber

30x30 cms inside in cement mortar 1:5 with 15x15 cms grating inside and 30x30 cms

RCC cover and frame to be constructed as per standard drawing. Where necessary, sealed

cover shall be replaced with C.I. grating of the same size, in case of inlet chambers.

Reinforced cement concrete pipes

All underground storm water drainage pipes and sewer lines shall be centrifugally spun S

& S RCC pipes of NP2 class. Pipes shall be true and straight with uniform bore,

throughout. Cracked, warped pipes shall not be used on the work. All pipes shall be

tested by the manufacturer and the Contractor shall produce, when directed, a certificate to

that effect from the manufacturer.




Laying

R.C.C. spun pipes shall be laid on cement concrete bed or cradles as specified. The cradles

may be precast and sufficiently cured to prevent cracks and breakage in handling. The

invert of the cradles shall be left 12 mm below the invert level of the pipe properly placed

on the soil to prevent any disturbance. The pipe shall then be placed on the bed concrete or

cradles and set for the line and gradient by means of sight rails and bonding rods etc. Cradles

or concrete bed may be omitted, if directed by the Project Manager.

Jointing

After setting out the pipes the socket shall be centered over the spigot and filled in

with tarred gaskin, so that sufficient space is left on either side of the collar to receive the

mortar. The space shall then be filled with cement mortar 1:2 (1 cement: 2 fine sand) and

caulked by means of proper tools. All joints shall be finished at an angle of 45 degrees to

the longitudinal axis of the pipe on both sides of the collars neatly.

Testing

All pipes shall be tested to a hydraulic test of 1.5 m head for at least 30 minutes at the

highest point in the section under test. The smoke test shall be carried out by the Contractor,

if directed by the Project Manager. A test register shall be maintained which shall be

signed and dated by Contractor,/ Project Manager.

Cement concrete and masonry works (for manholes and chambers etc.)

Materials

Materials used for the construction of concrete and masonry works shall be of the same

specifications as those specified for the civil works.

Cement concrete for pipe support

Wherever specified or shown on the drawings, all pipes shall be supported in bed all

round or haunches. The thickness and mix of the concrete shall be given in the Schedule of

Quantities. Width of the bedding shall be as specified above.

Unless otherwise directed by the Project Engineer, cement concrete for bed, all round or in

haunches shall be laid as follows :-

Cement Concrete (PCC 1:2:4) For Pipe Support




Up to

1.5m

depth

Up to 3 m depth beyond 3 m depth

Stoneware pipes in

open ground

(no sub soil water)

All round

in Haunches All round

R.C.C or SW

in sub soil water

All round

in Haunches in Haunches

CI Pipes

in all conditions

All round in Haunches in Haunches

RCC or CI pipes under

building

All round

All round

All round

Manholes and chambers

All manholes, chambers and other such works as specified shall be constructed in brick

masonry in cement mortar 1:5 (1 cement: 5 coarse sand) or as specified in the Schedule of

Quantities. All manholes and chambers , shall be provided with Bed of cement concrete 150

mm thick 1:2:4 concrete mix. Cement concrete benching with a slope towards the channel in

1:2:4 mix.

Inside cement plaster 12/15 mm thick in cement mortar 1:3 and finished with a floating coat

of neat cement. Outside cement plaster 12/15 mm thick in cement mortar 1:3 and finished

rough with a water proofing compound.PVC coated CI steps/catch rigs set in cement concrete

blocks for manholes deeper than 1m.RCC covers and frames embedded in reinforced cement

concrete slab.

Making Connections

Contractor shall connect the sewer line of the building to the main manhole by

providing making holes and channels etc.

Measurement.

Excavation

Measurement for excavation of pipe trenches shall be made per linear meter and include all

items required to complete the work including timbering and shoring, refilling, consolidation,

and disposal of surplus earth.




Payment for trenches more than 1.5m depth shall be made for extra depth as given in the

schedule of quantities.

Saturated Soil

No extra payment for pumping and bailing out water shall be made for excavation with an

average depth of 1.5 m in saturated soil, surface water from rain falls or broken pipes lines,

or sieves and other similar sources. An extra rate as quoted in the schedule of quantities

shall be paid for excavation in saturated soil for pipe trenches above average depth of 1.5

m. No payment is admissible for water collected from surface sources and broken pipe

lines or sewers.

RCC pipes-

R.C.C. pipes shall be measured for the finished length of the pipeline per linear meter

Lengths between manholes shall be recorded from inside of one manhole to inside of other

manhole. Length between gully trap and manhole shall be recorded between socket of pipe

near gully trap and inside of manhole. Rate shall include all items given in the schedule of

quantities and specifications.

Gully Traps

Gully traps shall be measured by the number and rate shall include all excavation,

foundation, concrete brick masonry, cement plaster inside and outside, C.I. grating and

sealed cover and frame.

Cement Concrete for Pipes

Cement concrete in bed and all round or in haunches shall be paid per running meter

between the outside wall of manholes at bottom of the trench. No additional

payment is admissible in respect of concreting done for widths greater than specified, for

shuttering or centering and concreting in sub soil water conditions.

Manholes and Catch basins

All manholes, catch basins and Making Connections shall be measured by numbers and shall

include all items specified above and necessary excavation, refilling & disposal of

surplus earth. Manholes with depths greater than specified under the main item shall be paid

for under "extra depth" and shall include all items as given for manholes. measurement shall




be done to the nearest cm. Depth of the manholes shall be measured from top of the

manhole cover to bottom of channel.

Making Connections

Item for making connection to municipal sewer shall be paid for by number and shall

include all items given in the Schedule of Quantities and specifications.

Pumping System -

Scope

This section of the contract involves the design, supply, installation, testing and

commissioning of the complete Hydro pneumatic pumping system and other pumping

systems complete with all controls and electrical work for domestic water supply & water

supply for flushing. All submersible water sump pumps for the project are also included in

this contract. It also involves testing and commissioning of the pumping system with the

domestic water and flushing water supply & distribution.

This specification described the particulars of the contract, designs and systems chosen, and

mode of operation.

All installation work shall comply with the latest rules and regulations.

The work embraced by these specifications covers the design, submission to authorities,

supply, delivery on site, installation, testing, commissioning and maintenance of the Hydro

pneumatic pumping system, other pumping system installation of the building in accordance

with this specification and associated drawings.

The scope of work shall include the following (list is indicative and not exhaustive) :

Fix speed pumping units domestic water & flushing water supply & distribution.

Suitably sized food grade quality, non-toxic diaphragm type pressure vessels complete with

necessary interconnections and controls.

Control panel for pump control complete with variable speed drives, circuit breakers, fusses,

pressure transmitters etc. complete with all interconnections to pumps and electrical supply

panels.

Pump control units complete with pre-programmed micro-processor chip.

Pump monitoring units to monitor operation of pumps.

Each Hydro pneumatic Pumping unit shall be supplied as a complete set including fix speed

pumps, pressure vessels suction and discharge common manifolds, non-return valves,

isolating valves, pressure transmitters on the discharge side and level electrode at the suction




tank. Each unit shall be provided with electronic microprocessors for unit control and all

necessary electrical work for the unit.

Submersible water re-circulation pump for water for plant room drainage complete with

electrical panels and necessary accessories with automation for pump operation.

All the pipe work etc. shown in the system drawings is meant for information only and shall

be carried out by others. The Hydro pneumatic system supplier shall provide the pumping

units in the designated pump rooms as complete units included all necessary piping within

plant such that only discharge connections are required to be connected into the unit’s

discharge manifolds just inside the plant room, by the Plumbing contractor. The Hydro

pneumatic system contractor shall guarantee specified pump performance at various pump

speeds and Hydro pneumatic pumps must be able to supply at least 2 bar pressure at the

highest/farthest fitting.

Electrical equipment and installation work including the PLC in Control panel.

Painting and labeling of pipe work and equipment;

Provision of all hold down bolts, spigots struts and the like required to be built in during

construction;

Provision of all level switches, flow switches and other sensing devices for status indication.

Testing & commissioning and balancing of the Hydro pneumatic & Pumping system;

Provision of twenty four (24) months operational maintenance and breakdown services;

Provisions of operating instructions and maintenance manuals;

Provision of spare parts;

Training of the employer's staff for proper operation of the entire systems;

Provisions of the necessary installation which include pumping works, pipe work within the

pumping unit up to suction and discharge manifolds, conduit and control wiring, etc. to form

a workable system required;

All cutting, patching, framing up, furring in, chasing and making good associated with the

building construction for the passage of pipes, conduits and the like including providing GI

pipes sleeves of required size corresponding to pipe dia, wherever pipes crossing fire rated

walls and floors and sealing with glass wool in between and fire sealant compound on either

end. Details on shop drawings shall also be provided.

General

Equipment offered for supply and installation shall include the following:




All minor items and incidental work, equipment accessories and materials may not be

specifically mentioned but are required for the proper completion of the installations in

accordance with the true intent and meaning of this Specification.

All necessary safety devices for the protection of personnel against injury and the protection

of plant and equipment against damage including relief valves, belt guards, fan inlet and/or

discharge guards, safety railing, effective earthing of electrical components, electrical

interlocks, warning lights and alarms.

Readily accessible, dust-proof lubricating facilities on all moving parts and equipment

including provision for cleaning all lubricating lines and bearings and charging same with the

correct lubricants after installation but prior to testing and commissioning.

Clearly visible and robust manufacturer's name-plates permanently fitted each and every item

of equipment and showing the manufacturer's name, type and/or model number, serial

number, and all essential operating data such as speed, capacity, voltage, current draw, etc.

The Contractor also shall allow provision for the inspection of all plant and equipment by the

manufacturer or his licensed representative, at least twice during the course of the

installation.

Submersible Domestic water Pumps.

These shall be fully submersible with a fully submersible motor. The pumps shall be

provided with an automatic level controller and all interconnecting power and control cabling

which shall cause the pumps to operate when the water level in the sump rises to a preset

level and stop when the preset low level is reached. Pumps for drainage shall be single stage,

single entry.

Pump shall be C.I. casing and C.I. two vane open type with a dynamically balanced impeller

connected to a common shaft of the motor. The vane for sewage pump will be open type,

while for drainage pump, etc. it will be of semi open type. The MOC of the sump shall be in

accordance to schedule of quantity. Stuffing box shall be provided with mechanical seals.

Each pump shall be provided with a suitably rated induction motor suitable for 415 volts, 3

phase, 50 Hz A.C. power supply.

Each pump shall be provided with in built liquid level controller for operating the pump

between predetermined levels.

The pumping set shall be for stationary application and shall be provided with pump

connector unit. The delivery pipe shall be joined to the pump through a rubber diaphragm,

and bend and guide pipe for easy installation.




Pump shall be provided with all accessories and devices necessary and required for the pump

to make it a complete working system.

Sump pump shall be complete with level controllers, power and control switch gear,

Auto/off/Manual switches, pumps priority selections and control and power cabling up to

motor and controller/probes etc. (Including earthling). Level control shall be such that one

pump starts on required level, 2nd pump cuts in at high level and alarms is given at extra high

level. All level controllers shall be provided with remote level indications.

Motor Design

The pump motor shall be a squirrel cage induction, housed in air filled water-tight enclosure.

Oil filled motors are not acceptable. The stator windings shall be Class "F" insulation (155

degree C or 311 degree F) for general usage and class `H' insulation (180 degree C or 317-8

grade 2) for submersible type. The stator shall be heat shrunk fitted into the enclosure and

shall not use bolts, pins or other fasteners that penetrate through the stator enclosure. The

starter shall be equipped with a thermal switch embedded in series in the coils of the stator

windings to protect the stator from wheel. The motors shall be designed for continuous

running duty type at 415 volts, 3 phase, 50 Hz power supply and capable of sustaining a

minimum of 20 starts/stops per hour. Between stator housing and pump, a tandem seal

arrangement will be provided with an oil barrier. Both seals run in oil, allowing dry running

without seal damage. Both seals shall be of the rubber bellows or metallic bellow type with

positive drive between shaft and rotating seal face.




Technical Specifications for Fire Fighting System-

1.0 HYDRANT SYSTEM DESCRIPTION

1.1 The Hydrant System Shall comprise of two electric driven Pump Set of 3200/2800

LPM at 185 M head, a electric driven pump 3200 LPM at 185m head for sprinklers,

a jockey pump for Sprinkler 320LPM at 185 m head, a jockey pump for hydrant

320 LPM at 185m head, with all required accessories including Valves, strainers,

elastomeric bellows, special fittings, instrumentation, control panels and any other

components required to complete the system in all respects. The pumps to be

powered by D.G set in event of power failure. Diesel pump will also be provided of

capacity 3250 LPM at 185M head.

1.2 There shall be a Wet Riser of 150mm dia in G.I. with Single headed Hydrant

Valves on all floors of each building. On the lower floors Orifice Plates shall be

provided which shall reduce pressure to 3.5 Kg/cm2. Each Hydrant shall have RRL

Hose, two number Branch Pipe of 15 m length and a swinging type Hose Reel

within the duct or supported on the adjoining walls.

1.3 The provision of water supply for the Hydrant and sprinkler System shall be

common by an underground tank of 4,00,000 litres

1.4 The Hydrant System shall be automatic in action and shall be designed to cover the

entire area and all the floors internally with independent piping system. For the

sprinkler system, a separate piping system shall be installed.

1.5 The Hydrant System shall be kept pressurized all the times. The proposed jockey

Pump shall take care of the leakages in the system, pipe lines and valve glands.

1.6 The pressure in the hydrant pipe work shall be kept constant at 7 kg/cm2. In the

event of fire when any of the hydrant valve in the network is opened, the resultant

fall in header pressure shall start the Hydrant Pump through pressure switches

automatically. In case of failure of electricity or failure of electric pump to start on

demand, the electrical pump shall automatically take over, powered by D. G.

However, shutting down of the pump set shall be manual. In addition to auto start

arrangements, the main pump shall also have an over-riding manual starting facility

by push button arrangement

1.7 An external Hydrant Ring Main of 150 mm dia shall also be provided which shall

be fed from the above mentioned pumps. Single headed Courtyard Hydrant Valves




2.0 SPRINKLER SYSTEM DESCRIPTION:

2.1 The automatic sprinkler system is a piped system having water under pressure all the

time with sprinkler heads fixed against the outlets at appropriate places. The

sprinkler heads are of fixed temperature type with a quartzoid bulb held in position

by forged gunmetal yoke and a deflector. The quartzoid bulb contain liquid having

high vapour pressure. Upon receiving heat, the vapour pressure inside the bulb

increase rapidly and at the rated temperature, the bulb shatters and thereby opens the

sprinkler head, permitting flow of water.

2.2 The sprinkler installation shall have a set of Installation Control Valve Comprising

of Main Stop Valve, Alarm Valve and water Motor Gong. The Stop Valve must be

right handed, i.e. to stop valve, spindle must rotate clockwise. The controlling wheel

must be clearly marked showing direction in which wheel is to be turned, to close,

and an indicator to show whether valve is open or shut, the location of stop valve is

to be easily visible and unobstructed.

2.3 The Alarm Valve must be of approved type and fixed on the main supply pipe

immediately above the stop valve, and before any connection is taken off to supply

any part of installation.

2.4 The Water Motor Gong must be fitted as near to the alarm valve as possible and

must not be located more than 6 Mt. above the valve. The water gong shall consist

of a water motor which rotates at high speed. The shaft carries an arm on which a

striker weight is provided and the weight strikes the gong on each revolution of the

motor and produces an audible alarm.

2.5 In addition, there will be one Annunciation Panel installed in the security room on

the ground floor. Connection from each zone to the panel shall be through Flow

Switches on the downward side of Floor Isolation Valve on each zone on the

distribution Header. The Annunciation Panel will indicate the particular zone where

a sprinkler has burst. The design of sprinkler Installation shall be in conformity with

Sprinkler Rules. Pressure reducing at lower floor shall be by suitable orifice flanges

of 12mm thick stainless steel so as to restrict the pressure between 3 to 5 Kg/cm2 at

any floor level where tapping has to be made from Main Riser. The position of

with Hose Cabinets shall be provided.

1.8 The hydrant risers shall be terminated with air release valve at the highest points to

release the trapped air in the pipe work and drain valves at the bottom.




orifice flange shall be immediately after tapping point and before the Isolating valve

/ Flow Switch. The annunciation panel shall be micro processor based, suitable for

thirty zones. All electrical wiring and cabling with junction boxes and

glands,endtermination etc to be provided from the flow switches in each zone to the

Annunciation Panel.

2.6 The parking areas in the stilt, podium floors and common lobby areas will be

sprinklered. The system shall be charged by a 150 mm Vertical Riser which is

connected to the Sprinkler Header in the Pump House. From the Header one 150

mm dia Riser shall be connected through which the Sprinkler lines of the different

zones are tapped. Drain valves to be provided in locations as shown on drawings.

3.0

FIRE PUMPS, MOTORS, ENGINE AND ACCESSORIES

3.1 Fire Pumps

The fire pump shall be horizontally mounted single stage centrifugal end suction

type and direct driven by electrical motor, as specified. The pump rating and

performance shall be as described in the drawings.

Pump casing shall be of close-grained cast iron with bronze impeller. The shaft

sleeve shall be brass of S.S 304 and the trim shall be brass or bronze and the shaft

shall be stainless steel.

Pump shall be capable of delivering 150 % of the rated capacity at 65 % of the rated

head and the no-delivery head shall not exceed 120 % of rated head. Pump casing

shall withstand 1.5 times the working pressure.

The pump shall be electrically driven with direct flexible coupling.

The electric drive motor shall be squirrel cage A.C. induction type suitable for

operations on 415 volts, 3 phase, 50 Hz system. The motor shall be totally enclosed

fan cooled type confirming to protection class IP – 55 vide IS 4601. The class of

insulation shall be ‘B’. The synchronous speed shall be 1500 / 3000 RPM as

specified. The motor shall be of continuous duty and shall have horse power rating

necessary to drive the pump at 150 percent of its rated discharge with at least 65

percent rated head. The motor shall conform to IS 325 – 1978. The motor starter

shall be automatic star Delta type confirming to IS 1822- 1967. The starter assembly

shall be suitable integrated in the power and control panel for the riser system and

sprinkler system




3.1.1 Accessories

The fire pump shall be complete with the following accessories

i. Suction and discharge eccentric reducers.

ii. Suction and discharging flexible

iii. Suction and discharge pressure gauges 150 dia with gauge cocks brass piping

for pressure damping.

iv. Pump coupling guard.

v. Common base frame fabricated M.S. or cast iron.

vi. Anti-vibration mounts.

vii. –Y- Strainers.

viii. Pressure switches Butterfly valves and non return valves

ix. Suction and delivery piping.

x. Elastomeric bellows.

3.2 Pump Foundation.

3.2.1 Each pumps shall be bolted and grouted to a reinforced concrete foundation of 1:1 1

/ 2:3 concrete ( 1 cement : 1 1 / 2 fine aggregate : 3 coarse aggregate) and cured for

7 days. Each concrete base shall include supports for pipe elbows at the suction and

/ or discharge. The pump foundation and supports shall be as per the pump

manufacturers recommendation.

3.2.2 Unless otherwise indicated, all equipment to be mounted on vibration isolator rubber

pads and shall have a minimum , operating clearance of 40 mm between the inertia

base of structural steel frame and the concrete house keeping pad. The clearance

space shall be checked by the contractor to insure that no construction debris has

been left to short-circuit or restrict the proper operation of the vibration isolation

system.

3.3 DIESEL PUMP

3.3.1 DIESEL ENGINE

The Engine shall be cold starting type without the necessity of preliminary heating

of the engine cylinders or combustion chamber. The engine shall be multi cylinder /

vertical, 4 stroke cycle, water cooled, diesel engine, developing suitable HP at the

operating speed specified to drive the diesel driven fire pump capable of delivering

2280 LPM at 85 m head. The engine shall be capable to continuous non-stop

operation for 8 hours. The engine shall conform to IS 1601 / IS 10002.




3.3.2 ENGINE ACCESSORIES

The engine shall be complete with the following accessories: -

i) Fly wheel dynamically balanced.

ii) Direct coupling for pump and coupling guard.

iii) Corrosion Resister.

iv) Air cleaner, oil bath type / Dry type.

v) Fuel service tank support and fuel oil filter with necessary pipe work.

vi) Elect Starting battery ( 2 x 24 v)

vii) Exhaust silencer with necessary pipe work.

viii) Governor.

ix) Instrument panel housing all the gauges, including Tachometer, hour meter and

starting switch with key. ( For Manual Staring)

x) Necessary safety controls.

a)COOLING SYSTEM :-

The diesel engine shall be water cooled, the water for cooling shall be taken from

discharge of fire pump (taken off prior to the pump discharge valve), directly into

the engine cylinder jackets via pressure reducing device to limit the applied pressure

to a safe value as specified by Engine Manufacture.

b)LUBRICATING OIL SYSTEM :-

Forced feed Lubricant Oil System shall be employed for positive lubrication.

Necessary Lubricant oil filter shall be provided located, suitable for convenient

servicing.

c)STARTING SYSTEM

The starting system shall comprise necessary batteries (1 x 24v), 24 volts starters

motor of adequate capacity and axle type gear to match with the toothed ring on the

fly wheel. By metallic relay protection to protect starting motor from excessively

long cranking runs suitably integrated with engine protection system shall be

included within the scope of the work. The capacity of the battery shall be suitable

for meeting the needs of the starting system. The battery capacity shall be adequate

for 10 consecutive starts without recharging with cold engine under full

compression. The scope shall cover all cabling, terminals, initial charging etc.

d)EXHAUST SYSTEM:-




The exhaust system shall be complete with hospital silencer and silencer piping

including bends and accessories. The total backpressure shall not exceed the engine

manufacturers recommendation. The exhaust piping shall be suitable lagged. The

exhaust piping shall run within the duct land terminate above roof level. The exhaust

pipe shall be insulated with `ROCKLLOYD` insulation and suitably cladded.

e)ENGINE SHUT DOWN MECHANISM :-

This shall be auto/ manually operated and shall return automatically to the starting

position after use.

f) GOVERNING SYSTEM :-

The engine shall be provided with an adjustable governor to control the engine

speed within 5% of its rated speed under all conditions of load upto full load. The

governor shall be set to maintain rated pump speed at maximum pump load.

g)ENGINE INSTRUMENT :-

Engine instrumentation shall include the following : -

1. Lubricant oil pressure gauges.

2. Lubricant oil temperature gauges.

3. Water pressure gauges.

4. Tachometer

5. Hour meter

6. Automatic start / stop device.

7. Selector switch for automatic, testing operation.

The instrumentation panel shall be suitably resident mounted on the engine.

h)ENGINE PROTECTION DEVICES :-

Following engine protection and automatic shut down facilities shall be provided :-

1) Pipe Work :– All pipe lines with fittings and accessories required shall be

provided for fuel oil, Lubricant oil and exhaust systems, copper piping of

adequate sizes, shall be used for Lubricant Oil and fuel oil. G.I piping will

be permitted for exhaust.

2) Anti Vibration Mounting :- Suitable vibration mounting duly approved by

engineer – in charge shall be employed for mounting the unit so as to

minimize transmission of vibration to the structure. The isolation efficiency

achievable shall be clearly indicated.

3) Battery charge :- Necessary float boost charger shall be incorporated In the




control section of the power and control panel, to keep the battery under

trim condition. Voltammeter to indicate the state of charge of the batteries

shall be provided.

4) Day Oil Tanks :- Day oil tanks shall be of 300 literes capacity and made out

of minimum 3 mm thick MS sheets, duly welded and painted as per

requirements. It should be attached with level indicator with signals

compatible to computer.

The day oil tank shall be equipped with an air breather, shielded level gauge,

strainer and a hand hole of not less than 150 mm diameter, besides the required fuel

connection and a drain plug. Primer coating with tow coats of highly corrosion

resistant primer shall be applied according to the seven tank process of painting. The

tank shall be power coated finally. The fuel tank shall be hydrostatically tested at a

pressure not less than 0.35 kg/ sq.cm.g. The fuel tank shall be equipped with fuel

piping and valves, Overflow pipes, vent & sludge trap, drain valve, inspection and

cleaning hole fill connection etc. The fuel tank shall have the calibration facility. An

adequate size spill tray shall have both vertical & horizontal reinforcement with

suitable size angle section.

i) AMF Panel :-

The automatic mains failure control panel shall be such that to start the Diesel Pump

automatically when there is failure of main supply / Emergency supply and other

main fire pumps. The panel will have suitable rated bus bars, internal wiring,

fuses, with suitable provision for connection incoming / outgoing / outcoming loads.

It will include the following accessories.

The automatic mains failure control panel shall be such that to start the Diesel pump

automatically when there is failure of main supply / Emergency supply and other

main fire pumps. The panel will have suitable rated bus bars, internal wiring, fuses,

with suitable provision for connections incoming / outgoing / outcoming loads. It

will include the following accessories.

One set main supply voltage monitor to identify low voltage complete failure and

initiate necessary signal for operation of automatic control gear.

1. No. mains supply failure timer.

1. No. restoration timer.

1. No. control unit incorporating engine start / stop and 3 impulse starting relay and




failure to start lock out.

Master switch for auto / manual. off.

1. No. counter to indicate the number of times the set started.

96 sq. mm flush mounted voltmeter with selector switch and fuses to read voltage on

mains / load set.

96 sq. mm flush mounted ammeter with selector switch.

Relay section will comprise a set of relays for followings :

Automatic starting of the diesel pump in event of mains voltage failing / main fire

pump fails subject to interlocking as specified below a present value.

In the event of failure of diesel pump to start on failure of mains supply/ main fire

pump subject to interlocking as specified on one attempt, two more starting impulse

will be automatically given and if still the engine does not start due to some defects

within 30 seconds of first starting impulse, it will get disconnected and locked out

automatically and necessary audio and visual signal given.

In the event of failure of diesel pump due to faulty starting, the main supply

contractor will get energized without any time delay on the restoration of the main

supply and interlocking shall be open to main fire pumps.

The circuitary will make use of minimum number of relays and control wiring will

be neatly provided with adequate size of copper conductor cable of suitable cross

section, voltage grading and tag numbered at either end.

Control relays both DC and AC monitor will be of sturdy construction.

One audio Alarm.

All control fuses will be so located as to be easily accessible for replacement.

Battery charger for charging batteries when set is not operating connected to the

load side so that it will get on energized from the mains.

Transformer of adequate rating

Rectifier.

D. C. Ammeter.

D. C. Voltmeter.

Charge rate selector switch for trickle or high charge.

A lamp indicating that battery is being charged.

In the manual operation the diesel pump will be started by the attendants by pressing

the start push button and stopped by pressing stop push button irrespective of the




conditions of the main supply. Thus with this arrangement it will be possible to

exercise routine test of the diesel generating set on the load without interrupting the

supply of essential circuit.

In the test mode of operation conditions similar to mains will be simulated by

operating the switch on the test position.

EXHAUST PIPE

Providing and fixing M.S class ‘C’ Diesel Engine exhaust pipe including all fittings

& support and fiber rope protection, length – 30 meters.

3.4. CONTROL PANELS

3.4.1 This section covers the basic requirement of the control panels

3.4.2 GENERAL

Unless otherwise specified in the tender specifications, the entire equipment shall be

suitable for operating on 415 volts, 50 cycles, earthed neutral, 3 phase, 4 wire A.C

system.

All components accessories, raw materials and finished parts used in the

manufacture and assembly of switch boards, powder and controls circuit wiring and

earthing system shall comply with the relevant Indian Standards amended upto date.

Where Indian Standard do not exist, British Standards specifications shall apply.

The entire work shall comply with I.E rules (particular care shall be taken to ensure

to compliance with rules 41, 45, and 61).

3.4.3 STANDARDS :-

The equipment and panel shall be as per CFO’s requirements. Should there be any

ambiguity or inconsistency, the Contractor should report the same to the Engineer –

In- Charge and obtain clarification before submitting his tender.

All equipment, cables etc. shall be adequately rated for the switch rating to suit the

climatic condition experienced in the vicinity of installation and other similar

installations.

3.4.4 PROCEDURE :

Throughout all stage of work the Contractor shall maintain a close liaison with the

Engineer – In - Charge and with all other Contractor associated with the work. He

shall also allow sufficient freedom and access to other Contractors to carryout their

work. Any damage caused due to negligence on part of the contractor to the




3.3.5 LABLES, CIRCUIT CHARTS AND INDEXING :

The control panel including circuit breakers, fuse / switches and isolators shall be

provided with labels suitably engraved with legible characters ( not less than 5 mm

high ) indicating the use of the equipments and its reference numbers.

The Contractor shall show details of labels on his working drawings which should

be submitted to the use of the Engineer-In-Charge for approval prior to the labels

being manufactured.

Labels inscribed with 6 mm minimum size lettering, red on a white background and

the words “ DANGER 415 VOLTS” in English and Hindi shall be provided and

fixed externally on terminal lids, covers and doors of bus-bar chambers, link boxes

and all equipment which is connected to more than one phase of a medium voltage

supply.

The control panels shall be fitted with circuit charts mounted to the inside cover.

These charts shall consist of a typed list giving the designation of each circuit and

the size of the breaker required, and shall be protected by a sheet of Perspex 2 mm

thick, labels shall also be attached to the barriers of breachers indicating the number

of each individual circuit shown on the list.

3.3.6 TYPE:

The control panels shall be floor / wall mounted, free standing, totally enclosed, dust

and vermin proof construction or alternatively of compartmentalized cubicle rigid

construction type as specified in the tender specifications. In either case , the panel

shall be vermin proof and suitable for operating and maintenance personnel.

The panel shall be totally enclosed 14 SWG CRCA sheets steel cubicle, indoor type,

dead front, floor mounted. The panel shall be vermin proof. The panel shall be as

per IP 54 enclosure. Gaskets shall be provided between all adjacent units and

beneath all covers to render the joint dust proof. The panel shall be subjected to

seven tank process and powder coated.

structure / works, shall be duly compensated by him.

The contractor shall submit the fabrication drawings of the Pump Panel indicating

all enclosures separately for all Pumps etc. for approval by the Engineer-In-Charge.

Drawings shall indicate cable inlets, outlets, chamber dimensions and front and side

elevations. This drawings shall take into account all fuses, contactor, switches &

meters etc.




The panel shall be arranged in multi-tier formation. All doors and covers shall be

hinged and latched and shall be folded and braced as necessary to provide a rigid

support for all components. Joints of any kind in sheet metal shall be seam welded.

All welding slag shall be ground smooth and welding pits wiped smooth with

Plumber metal.

All panels and covers shall be properly fitted and secured with the frame and holes

in the panels correctly positioned. Fixing screws shall enter into holes tapped into an

adequate thickness of metal or provided with nuts. Self threading screw shall not be

used in the construction of control panels. Base channel of 75 mm x 75 mm thick

shall be provided at the bottom. Minimum clear space of 200 mm between the floor

of the control panel and bottom most unit shall be provided. In other words the

bottom most unit shall be 275 mm clear off the finished floor level.

Knockout holes of appropriate size and number shall be provided in the control

panels, distribution boards etc. in conformity with the location of incoming and

outgoing conduits / cables. All equipments such as meters and indicating lamps etc.

shall be located adjacent to the unit with which it is associated and care shall be

taken to achieve a neat and symmetrical arrangement. Facility shall be provided for

termination of cables from both above and below the panel.

Where cables enter from below, cable boxes shall be fitted at the rear end arranged

in tiers to facilitate making connections to the upper and lower units. Clamps shall

be provided to support the weight of the cables. All power wiring inside the control

panel shall be colour coded.

Circuit diagram showing the arrangement of circuit shall be pasted on the inside of

panel door covered with transparent Perspex sheet 2 mm thick . All labeling shall be

provided in engraved anodized aluminium / bakelite strips on the front face of the

panel board. The total height of the panel shall be limited to 2400 mm including the

base channel. Doors and covers shall be of minimum 2 mm thick sheet steel .

Partitions / shrouds shall be of minimum 1.6 mm thickness. Primer coating with two

coats of highly corrosion resistant primer shall be applied according to the seven

tank process of painting. The panel shall be powder coated finally. The diagram

shall be approved by Engineer-In-Charge.




3.3.7.1 The Contactor rating is specified as 150 A, 70 A etc. This shall be suitable for the

rating of the Main Fire Pump and other Pump: Contractor shall co-ordinate and

supply the total panel suitable for the pumps offered by him.

3.3.7.2 Control wiring from pressure switches of different settings in Hydrant line,

Sprinkler line Jockey Pump, Booster Pumps, for sequence of operation shall be

included to complete the system.

3.3.7.3 Control code with ferrule marking shall also be made.

3.3.7.4 The wiring shall be PVC insulated and PVC armored sheathed aluminium conductor

copper cable of 650 / 100 volts grade conforming to IS 1553 ( 1964 ) as

required from Fire Pump Board to motor and cable of suitable size.

3.3.8 TESTING :

The panel shall be tested at manufacturer’s works and shall be got approved by

Engineer-In-Charge before dispatch to site. The panel shall be tested again at site as

directed by Engineer-In-Charge.

3.3.9 CABLES TRAYS :

All cables shall be laid in factory fabricated cable trays / Ladder type saddle

comprising of hot dipped Galvanized G.I angles / channels and rungs duly painted

with 2 coats of anti corrosive primer paint and 1 coat of enamel paint. The channels

and rungs shall be perforated and shall be of minimum 3 mm thickness. Sufficient

care shall be taken at the time of fabrication for derusting before painting. Mild steel

hangers shall be provided from structural steel rods with double nuts and washers at

one meter distance or welded to suspension plate provided in the building concrete

roof.

4.0 FIRE FIGHTING ACCESSORIES

4.1 Piping.

4.1.1 Pipes of the following types ( depending upon the description of item ) shall be

used:

4.1.2 G.I. heavy duty class ‘C’ pipes conforming to IS : 1239, ISI marked ( Heavy grade )

(for pipes of sizes 150 mm NB and below ) suitably treated on the out side to

prevent soil corrosion as per IS : 10221. Pipe shall have welded joints. All welding

shall be by Arc welding only and to be carried out by welder. All welders deployed




shall possess welders certificate. Proper documentary proof shall be produced as

proof and validation for qualifying as welders.

4.1.3 G.I pipes upto 50 mm dia shall have all fitting as per IS 1239, part II (heavy grade)

while pipes above 150 mm dia shall be as per IS: 3589 inclusive of IS marking.

4.1.4 For G.I pipes upto 50 mm dia screwed jointing shall be adopted, while for pipes

above 50 mm dia welded or flanged connections shall be used. Only Electro

galavanized nuts/ bolts shall be used.

4.1.5 Hangers and supports shall be capable of carrying the sum total of all concurrently

acting loads. They shall be designed to provide the required supporting effects and

allow pipelines movements as necessary. All guides, anchors, braces, dampers,

expansion joints and structural steel to be attached to the building / structure,

trenches etc. shall be provided by the Contractor. Hangers and components for all

piping shall be approved before fixing.

4.1.6 The piping system and components shall be capable of withstanding 150 per cent of

the maximum working pressure. Pipes shall be pressure tested to hydrostatic test

pressure of 14 kg /cm2. The pressure shall be maintained for a period of two hours

and there shall be no drop in pressure at the end of this period.

4.1.7 Flanged joints shall be used for connections to vessels, equipment, flanged, valves

and also suitable straight lengths of pipeline lengths of pipeline of strategic points to

facilitate erection and subsequent maintenance work.

4.2 Valves

4.2.1 Gate valves / Butterfly valves will be used for isolation of flow in pipe lines. For

sizes upto 40mm gate valves shall be used and they shall be of the outside screw

rising spindle type and shall be as per IS : 778. For sizes 50 mm and above butterfly

valve of pressure rating PN 16 shall be used.

4.2.2 Gate valve shall be provided with a hand wheel, position indicator, bypass valve,

draining arrangement of seat valve and locking facility (as required). Gate valves

shall have back setting bush to facilitate gland renewal during full open condition.

4.2.3 Non-return valves shall be cast iron wafer swing check type. An arrow mark in the

direction of flow shall be marked on the body of the valve. These valves shall

conform to IS : 5312. The flap shall be cast iron and flap seat ring of loaded gun

metal.




4.2.4 Valves below 50 mm size shall have to be screwed ends while those of 50 mm and

higher sizes shall have flanged connections. Drain lines will have valves for

draining.

4.3 Yard Hydrant

4.3.1 Yard Hydrant valve shall be as per IS : 5290 and IS marked. The valve shall be

oblique type complete with hand wheel, quick coupling connection, spring and gun

metal blank cap as per IS : 5290. The hydrant shall be tapped from the 150 / 100 dia

main with elbow and standpipe 80 mm dia at approx. 1-2 m above ground level.

4.4 Internal Landing Valve.

4.4.1 The Internal landing valve shall be single headed of gun metal conforming to IS:

5290. It shall be oblique type, complete with handwheel, quick coupling connection,

spring and gun metal blank cap.

4.5 Hose Reel

4.5.1. The hose reel shall be directly tapped from the riser through a 20 mm dia pipe, the

drum and the reel being firmly held against the wall by use of dash fasteners. The

Hose Reel shall be swinging type ( 180 degrees ) and the entire Drum, Reel etc.

shall be as per IS : 884. The rubber tubing shall be of approved quality and the

nozzle shall be 6mm dia shut off type.

4.6 External Hose Cabinet.

4.6.1 Hose for Fire Brigade used inlet shall be housed in a Hose Cabinet of Size 1.0 M x

0.5 M with glass and locking arrangement.

4.6.2 The cabinet shall be of minimum 16 SWG MS sheet and framing of MS tubular

sheet as per drawing with center opening glazed doors (clear glass of 5.5-mm

thickness). The glass shall be firmly fixed by means of steel clips and screw.

4.6.3 The steel work shall be given primer coating, two coats of highly corrosion resistant

primer, applied according to the seven tank process of painting. The cabinet shall be

powder coated finally. The words “ Yard Hydrant” “ Hydrant” etc. shall be painted

in white (or red on the glass) in 75 mm high letters. The hose box shall be lockable

type. All horizontal surfaces shall be sloped adequately with water discharge holes.

The final coat of paint shall have stove enameled finish.

4.6.4 A brick pedestal with brick wall complete with plaster shall also be constructed for

supporting the hose box if required as directed by Engineer-In-Charge.




4.7 Fire Brigade Inlet.

4.7.1 Fire Brigade Inlet connection shall be taken directly to the Riser. It shall comprise of

four instantaneous male inlet coupling with plug and steel chain. The inlet shall have

a non return valve and a sluice valve on the upto like riser. The Fire Brigade Inlet

shall be complete with necessary components like special fittings of medium quality

MS bends, flanged tees etc. The plug shall be brass.

4.7.2 Fire Brigade Inlet for Tank Filling by Fire Brigade shall be four way with gun metal

instantaneous male inlet coupling connections for connection with Fire Brigade

vehicle, complete with cap, chain and plug.

4.8 Pressure Gauge.

4.8.1 The Pressure Gauge shall be constructed of die cast aluminium and stove enamel. It

shall be weather proof with an IP 55 enclosure. It shall be stainless steel Bourdon

type Pressure Gauge glycerin filled, with a scale range from 0 to 16 Kg / CM square

and shall be constructed as per IS: 3624.

4.9 Painting.

4.9.1 All Hydrant and Sprinkler pipe shall be painted with post office red colour paint.

The pipes shall be painted with one coat of Zinc Chromate primer and two coats of

enamel paint.

5.0 SPRINKLER SYSTEM .

5.1 Pendent type Sprinkler Head.

5.1.1. Sprinkler heads shall be quartzoid bulb type with bulb, valve assembly yoke and the

deflector. The sprinkler shall of approved make and type with 15 mm nominal dia

outlets.

5.1.2 The bulb shall be made of corrosion free material strong enough to withstand any

water pressure likely to occur in the system. The bulb shall shatter when the

temperature of the surrounding air reaches to 68 degree C.

5.1.3 The nominal bore shall be 15 mm dia colour of liquid shall be Red.

5.1.4 The Sprinkler head shall be approved by TAC/FOC/UL/FM

5.5 Concealed type Sprinkler Head ( In Areas with false ceiling )

5.5.1 The exposed part of the sprinkler shall be concealed by means of cover plate

assembly which shall be mounted flush with the false ceiling. It shall be rated at 71

degree C and shall withstand pressures upto 10.5 Kg / cm2. The sprinkler Head shall

be provided with a matching escutcheon plate. The ceiling plate shall absorb heat




and transfer the heat to a fusible alloy which at the rated temperature shall melt and

expose the Sprinkler head to the heat below.

5.6 Flow Control Sprinkler ( If required )

Extended Throw Side wall Sprinkler Head : ( If required )

5.7 Upright type Sprinkler Head ( If required )

5.7.2 The Sprinkler head shall be approved by TAC/ FOC / UL / Fm. The nominal bore

shall be 15 mm dia and the colour of liquid shall be red.

6.0 Codes & Standards

The following codes and standards and their subsequent modification shall be

applicable.

6.1 IS 1648 - 1961 : - Code of practice for fire safety of buildings (general) firefighting

equipment and its maintenance.

6.2 IS 3844 - 1966 :- Code of practice for installation of internal Fire Hydrants in Multi-

storied Buildings.

6.3 IS : 554 Dimensions for pipes threads where pressure tight joints are required on the

threads.

6.4 IS : 638 Sheet rubber jointing and rubber insertion jointing.

6.5 IS : 778 Copper alloy gate , globe and check valves for water work purposes.

6.6 IS : 780 Sluice valves for water – works purposes ( 50 mm to 300 mm ).

6.7 IS : 901 Couplings double male and double female, instantaneous pattern for fire

fittings.

6.8 IS : 1239 Mild steel tubes, tubular and other wrought ( Part I & II ) steel fittings,

6.9 IS : 884 Swinging type wall mounted hose reel with drum.

6.10 IS : 388 Hose tubing.

6.11 IS : 4038 Foot valves for water – works purposes.

6.12 IS 5290 Landing valves.

6.13 IS : 10221 Anti-corrosion treatments for underground MS pipes.

6.14 IS : 5312 Swing check type reflux ( non- return ) valves.

6.15 IS : 636 – 1988 Fire Fighting Delivery hose.

6.16 IS : 903 - 1984 : Specification for Fire Hose, Delivery Coupling, Branch pipe,

Nozzles.

6.17 IS : 12469 : Pumps




6.18 Rules for Automatic sprinkler installation & Tariff advisory Committee.

6.19 Standards as accepted by Local Fire Brigade.

6.20 Tariff advisory committees rules.

LIST OF APPROVED MAKES OR BRANDS

Unless othe as mentioned any one of the approved makes or brands shall be allowed

to be used. Other specified ISI mark may be allowed to be used if approved by the Architect /

Consultants.

The contractors shall distinctly understand that it will not be their prerogative to insist on a

particular brand from the list. Final selection will be done with the approval of the clients and

Architects.

Contractors shall specify for what brand they have quoted in case there is a large variation in

the rates of different approved brands.

LIST OF ACCEPTED BRANDS & MAKES - FIRE FIGHTING

1. Pipe TATA / Zenith/ Jindal

2. Pipe fittings (50 mm dia and

below)

‘R’ Brand / Unik

3. Pipe wrapping IWL Tape

4. Ball Valve Giacomini / RB

5. Single / Double headed Hydrant

Valves, three way Fire Brigade

inlet, hose reel drum & shut off

Nozzle

NEWAGE / Shah Bhogilal(ISI) /

Minimax

6. 20 mm dia rubber pipe for hose

reel

DUNLOP / Jyoti ( ISI ) / Bharat ( ISI ).

7. RRL Canvass Hose Fire Chef / Fire Marshall

8. Air release gun metal valve Giacomini / RB

9. Starters, switches T.P.N switch Siemens / L& T / GE Power Control

10. Sluice valves Kirloskar / IVC / ISI approved

11. Pressure switch Indfoss / Danfoss / System Sensor

12. Pressure Gauges Fiebig / H. Guru / Venus




Specifiction Code

Technical Specification

WG-MA/CON/PT

Para no. 1.1.2

Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2 mm thick,minimum 20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/3 for the sizeof trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fitjoints/ accessories for PVC trunking such as couplers, elbows, internal / external angles, junction boxes ofrequired ways of the same make. Hardware: Sheet Metal (SM) screws of sizes specified in Method ofConstruction, washers, rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done as per the finalapproved layout. The Trunking shall be in perfect level and plumb. Screws of minimum 35x8 mm andsuitable plugs shall be used for fixing. In case of stonewalls wooden gutties shall be grouted in wall forfixing of screws of Trunking. Distance between 2 screws shall not be more than 600 mm. Size of Trunkingshall be correct depending on number of wires to be drawn as per Table No 1/3 but not less than 20mm.Separate Trunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distance of 300 mmshall be maintained between the Trunking or anti electrostatic partition to be provided. Double lockingshall be checked while fixing capping. Adequate use of accessories shall be made at joints and atrequired locations.

WG-MA/CON/PT

Para no. 1.1.2

Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2 mm thick,minimum 20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/3 for the sizeof trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fitjoints/ accessories for PVC trunking such as couplers, elbows, internal / external angles, junction boxes ofrequired ways of the same make. Hardware: Sheet Metal (SM) screws of sizes specified in Method ofConstruction, washers, rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done as per the finalapproved layout. The Trunking shall be in perfect level and plumb. Screws of minimum 35x8 mm andsuitable plugs shall be used for fixing. In case of stonewalls wooden gutties shall be grouted in wall forfixing of screws of Trunking. Distance between 2 screws shall not be more than 600 mm. Size of Trunkingshall be correct depending on number of wires to be drawn as per Table No 1/3 but not less than 20mm.Separate Trunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distance of 300 mmshall be maintained between the Trunking or anti electrostatic partition to be provided. Double lockingshall be checked while fixing capping. Adequate use of accessories shall be made at joints and atrequired locations.

WG-MA/CON/PC

Para no. 1.1.1

Material :- PVC Conduit: PVC pipe minimum 20mm dia and above depending on No. of wires to be drawn (refer Table No. 1/2) ISI mark, HMS grade (2mm thick), accessories for PVC pipes of the same make that of pipe; such as Spacers & Saddles, Couplers, Bends, inspection or non inspection type Elbows, Tees, Junction boxes of required ways and resin / adhesive to make all joints rigid. Black pipe shall not be used for surface type wiring. Hardware: Sheet Metal (SM) screws of sizes specified in Method of Construction, washers, rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection PVC Conduits for Surface type wiring: General: Erection shall be done as per the final approved layout, in perfect level and plumb. Conduits shall be firmly fixed on spacers with saddles. Fixing of spacers shall be equidistant and at ends, bends, elbows, junction boxes, couplings, boards. CSK screws of minimum 35x8 mm and suitable plugs shall be used for fixing spacers and 12x5 mm, round headed screws for fixing saddles on spacers. In case of stonewalls wooden gutties shall be grouted in wall for fixing ofspacers. Distance between 2 spacers shall not be more than 600mm. Size of conduit shallbe correct depending on number of wires to be drawn (as per Table No. 1/2 for PVCconduits). Separate pipe shall be used for each phase in 1-ph distribution and for powerand light distribution. Also for wiring for other utilities like data, telephone, TV cablingdistance between pipes shall not be less than 300 mm. or ant electrostaticpartition/separate pipe should be used. Adequate use of conduit accessories shall be madeat required locations. Entries in wall shall be at level of surface and with colour codingconduit (For visual identification) as per Table No. 1/4. Flexible conduits shall be used atexpansion joints. Especially for PVC Conduits of surface type wiring: In addition to generalinstructions above, all joints shall be made rigid with resin / adhesive. Wherever offsets arenecessary, it shall be done with bending spring. Size of conduit shall be as per Table No. 1/ 2 for number of wires to be drawn through the conduit.

Detailed Technical Specifications

Sub Estimate No VI and II - Internal Electrification works Sector 12 OF PCNTDA




Specifiction Code


WG-MA/BW Para no. 1.3

Material :- Wires: in conduits / trunking / panel boards Mains / Sub-mains / Circuit mains (comprising phase and neutral wires): PVC insulated wire of specified size, minimum FR grade insulation, copper conductor of electrolytic tough pitch (ETP) grade, having insulation of 1.1 kV grade, ISI marked, of required colour coding as per Table No 1/5. Wires: open PVC insulated and PVC sheathed wire of specified size, minimum FR grade insulation, copper conductor of electrolytic tough pitch (ETP) grade, having insulation of 1.1 kV grade, ISI marked, of required colour coding as per Table No 1/5. Earth Continuity Wire: PVC insulated wire minimum FR grade insulation copper conductor of electrolyticgrade, having insulation of 1.1 kV grade, of green / green yellow colour, ISI marked, of specified size but not less than 2.5 Sqmm as per Table No 1/5. Lugs: Copper lugs of appropriate size & type Other material: Rubber grommet, bush, harnessing material, flexible conduit etc.Construction :- Drawing of wires: General Specified wires shall be drawn with adequate care. Correct colour coding asper Table No. 1/5, shall be used for phase, neutral and earth. Wires shall not have intermediate joint in between terminals of the accessories. Earth-wire and Return wire (neutral) may be looped only within circuit. For lighting load or single-phase distribution wires of two different phases shall not be drawn in single pipe. Wires shall be terminated in the terminals of accessories only, with appropriate type and size of lugs. Drawing of wires: through PVC conduits Bush shall be used at pipe opening to protect wire insulation from getting damaged due to sharp edges. Number of wires shall notexceed with respect to size of pipe as per Table No. 1/2. Drawing of wires: through Rigid Steel conduits Bush shall be used at pipe opening to protect wire insulation from getting damaged due to burrs / sharp edges. Number of wires shall not exceed with respect to size of pipe as per Table No. 1/1. Open Wire bunch: Open wires shall be erected with due care so as to avoid chances of any mechanical injury. Harnessing shall be done with requiredmaterial in an approved manner in panel boards or where ever necessary. For covering lead wires flexible conduit shall be used withgland as per necessity.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured between termination points of Earth wire.Polarity Test: Test shall be carried out for ensuring the correct polarity in switch and plug.


Material :- Wires: in conduits / trunking / panel boards Mains / Sub-mains / Circuit mains(comprising phase and neutral wires): PVC insulated wire of specified size, minimum FRgrade insulation, copper conductor of electrolytic tough pitch (ETP) grade, having insulationof 1.1 kV grade, ISI marked, of required colour coding as per Table No 1/5. Wires: openPVC insulated and PVC sheathed wire of specified size, minimum FR grade insulation,copper conductor of electrolytic tough pitch (ETP) grade, having insulation of 1.1 kV grade,ISI marked, of required colour coding as per Table No 1/5. Earth Continuity Wire: PVCinsulated wire minimum FR grade insulation copper conductor of electrolytic grade, havinginsulation of 1.1 kV grade, of green / green yellow colour, ISI marked, of specified size butnot less than 2.5 Sqmm as per Table No 1/5. Lugs: Copper lugs of appropriate size & typeOther material: Rubber grommet, bush, harnessing material, flexible conduit etc.Construction :- Drawing of wires: General Specified wires shall be drawn with adequatecare. Correct colour coding as per Table No. 1/5, shall be used for phase, neutral andearth. Wires shall not have intermediate joint in between terminals of the accessories.Earth-wire and Return wire (neutral) may be looped only within circuit. For lighting load orsingle-phase distribution wires of two different phases shall not be drawn in single pipe.Wires shall be terminated in the terminals of accessories only, with appropriate type andsize of lugs. Drawing of wires: through PVC conduits Bush shall be used at pipe opening toprotect wire insulation from getting damaged due to sharp edges. Number of wires shall notexceed with respect to size of pipe as per Table No. 1/2. Drawing of wires: through RigidSteel conduits Bush shall be used at pipe opening to protect wire insulation from gettingdamaged due to burrs / sharp edges. Number of wires shall not exceed with respect to sizeof pipe as per Table No. 1/1. Open Wire bunch: Open wires shall be erected with due careso as to avoid chances of any mechanical injury. Harnessing shall be done with requiredmaterial in an approved manner in panel boards or where ever necessary. For covering leadwires flexible conduit shall be used with gland as per necessity.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured between termination points of Earth wire




Specifiction Code




WG-PW/SW/PLP

Material :- Wires: Phase and Neutral PVC insulated wires of specified size, 1.1 kV, &minimum FR grade insulation, electrolytic tough pitch (ETP) copper conductor, ISI marked,of required colour coding as per Table No 1/5 Earth Wire: PVC insulated minimum FRgrade copper wires of electrolytic grade, having insulation of 1.1 kV grade, of green /green-yellow colour, ISI marked, 2.5 Sqmm or bare copper wire of 14g Accessories:Switch: 1 or 2 way Piano type 6/10 A, 1 or 2 way Modular type switch 6/10A. Outlet: 6Aangle / batten lamp holder or 3 plate ceiling-rose or Bakelite / porcelain three wayconnector or if plug point, 6A, 3-pin plug socket. Boards: Switchboards shall be doublewalled (back and front) of suitable size, to accommodate independent slot for each switch,socket, fan regulator. Boards shall be made up of 4mm thick marine grade plywood for backand front fixed on wooden frame with 0.8mm thick laminate pasted on exposed portion offront ply, totally varnished and with either brass hinged door or screwed top. Or As abovewith 3mm thick Bakelite/Hylam top instead of laminated front ply. Or Board made from Filledpolypropylene. Round/Square double wooden block or PVC board for mounting light / fanoutlet accessory. Hardware: Sheet Metal (SM) screws of sizes specified in Method ofConstruction, washers, rawl / PVC / fill type plugs, wooden gutties, PVC/ rubber bushingsetc.Construction :- Fixing Switchboards and accessories: Control switchboards shall generallybe erected at 1.35m height or as specified and fixed with minimum 2 Nos. (and more as persize of board) of screws of length not less than 50mm, termination of wires shall be donewith lugs on switch and other accessories only by carefully inserting all strands in lugs,terminals and proper tightening. Switches shall be provided on phase wire only. Bare wireshall not be used for looping incoming supply to switches and for earthing insideswitchboards. For plug socket phase wire shall be connected in right side terminal whenseen from front. Proper termination of earth wire in Earth terminal shall be ensured.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured at all earth terminals of plug outlets and at earthterminals of metal enclosures. Polarity test: Polarity test shall be carried out for ensuingth t l it i it h d l




Specifiction Code


WG-PW/SW/PT

Material :- PVC Trunking: PVC Trunking (casing capping) ISI mark, 1.2 mm thick, minimum20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/2 for thesize of trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fit joints / accessories for PVC trunking such as couplers, elbows, internal /external angles, junction boxes of required ways of the same make. Wires: Phase andNeutral PVC insulated wires of specified size, 1.1 kV, & minimum FR grade insulation,electrolytic tough pitch (ETP) copper conductor, ISI marked, of required colour coding asper Table No 1/5 Earth Wire: PVC insulated minimum FR grade copper wires of electrolyticgrade, having insulation of 1.1 kV grade, of green / green-yellow colour, ISI marked, 2.5Sqmm or bare copper wire of 14g Accessories: Switch: 1 or 2 way Piano type 6/10 A, 1 or2 way Modular type switch 6/10A. Outlet: 6A angle / batten lamp holder or 3 plateceiling-rose or Bakelite / porcelain three way connector or if plug point, 6A, 3-pin plugsocket. Boards: Switchboards shall be double walled (back and front) of suitable size, toaccommodate independent slot for each switch, socket, fan regulator. Boards shall bemade up of 4mm thick marine grade plywood for back and front fixed on wooden frame with0.8mm thick laminate pasted on exposed portion of front ply, totally varnished and witheither brass hinged door or screwed top. Or As above with 3mm thick Bakelite/Hylam topinstead of laminated front ply. Or Board made from Filled polypropylene. Round/Squaredouble wooden block or PVC board for mounting light / fan outlet accessory. Hardware:Sheet Metal (SM) screws of sizes specified in Method of Construction, washers, rawl / PVC/ fill type plugs, wooden gutties, PVC/ rubber bushings etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of unleveled surfacenumber and size of screws shall be changed to higher size as per requirement and in caseof stonewalls wooden gutties shall be grouted in wall for fixing of screws of Trunking.Distance between 2 screws shall not be more than 600 mm. Size of Trunking shall becorrect depending on number of wires to be drawn as per Table No 1/3 but not less than20mm. Separate Trunking shall be used for each phase in 1-ph distribution and for powerand light distribution and also for wiring of other utilities like data, telephone, TV cabling anddistance of 300 mm shall be maintained between the Trunking. Double locking shall bechecked while fixing capping. Adequate use of accessories shall be made at joints andrequired locations. Drawing of wires: General Wires shall be drawn with adequate care.Correct colour coding as per Table No 1/5 shall be used for phase, neutral and earth. Wiresshall not have intermediate joint in between terminals of the accessories. Earth-wire andReturn wire (neutral) may be looped within circuit. For lighting load distribution wires of twodifferent phases shall not be drawn in single pipe. Wires shall be terminated in the terminalsof accessories only. Insulated Earth wire of green or green-yellow colour of minimum 2.5 sqmm or as per specified shall be erected wherever necessary. In case of 2-way point wiringadditional wires of phase conductor shall be provided between the 2-way switches. Erectingwires in Trunking: Wires shall be erected within Trunking with adequate care. Number ofwires shall not exceed with respect to size of Trunking as per Table No. 1/3. After erectionof wires double locking shall be checked while fixing capping. Fixing Switchboards andaccessories: Control switchboards shall generally be erected at 1.35m height or asspecified and fixed with minimum 2 Nos. (and more as per size of board) of screws oflength not less than 50mm, termination of wires shall be done with lugs on switch and otheraccessories only by carefully inserting all strands in lugs, terminals and proper tightening.Switches shall be provided on phase wire only. Bare wire shall not be used for loopingincoming supply to switches and for earthing inside switchboards. For plug socket phasewire shall be connected in right side terminal when seen from front. Proper termination ofearth wire in Earth terminal shall be ensured.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured at all earth terminals of plug outlets and at earthterminals of metal enclosures Polarity test: Polarity test shall be carried out for ensuing




Specifiction Code


WG-PW/SW/PT

Material :- PVC Trunking: PVC Trunking (casing capping) ISI mark, 1.2 mm thick, minimum20 mm width and above depending on No. of wires to be drawn (Refer Table No 1/2 for thesize of trunking and number of wires to be drawn); with double locking arrangement, 1.8mm thick push-fit joints / accessories for PVC trunking such as couplers, elbows, internal /external angles, junction boxes of required ways of the same make. Wires: Phase andNeutral PVC insulated wires of specified size, 1.1 kV, & minimum FR grade insulation,electrolytic tough pitch (ETP) copper conductor, ISI marked, of required colour coding asper Table No 1/5 Earth Wire: PVC insulated minimum FR grade copper wires of electrolyticgrade, having insulation of 1.1 kV grade, of green / green-yellow colour, ISI marked, 2.5Sqmm or bare copper wire of 14g Accessories: Switch: 1 or 2 way Piano type 6/10 A, 1 or2 way Modular type switch 6/10A. Outlet: 6A angle / batten lamp holder or 3 plateceiling-rose or Bakelite / porcelain three way connector or if plug point, 6A, 3-pin plugsocket. Boards: Switchboards shall be double walled (back and front) of suitable size, toaccommodate independent slot for each switch, socket, fan regulator. Boards shall bemade up of 4mm thick marine grade plywood for back and front fixed on wooden frame with0.8mm thick laminate pasted on exposed portion of front ply, totally varnished and witheither brass hinged door or screwed top. Or As above with 3mm thick Bakelite/Hylam topinstead of laminated front ply. Or Board made from Filled polypropylene. Round/Squaredouble wooden block or PVC board for mounting light / fan outlet accessory. Hardware:Sheet Metal (SM) screws of sizes specified in Method of Construction, washers, rawl / PVC/ fill type plugs, wooden gutties, PVC/ rubber bushings etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of unleveled surfacenumber and size of screws shall be changed to higher size as per requirement and in caseof stonewalls wooden gutties shall be grouted in wall for fixing of screws of Trunking.Distance between 2 screws shall not be more than 600 mm. Size of Trunking shall be correct depending on number of wires to be drawn as per Table No 1/3 but not less than 20mm. Separate Trunking shall be used for each phase in 1-ph distribution and for power and light distribution and also for wiring of other utilities like data, telephone, TV cabling and distance of 300 mm shall be maintained between the Trunking. Double locking shall be checked while fixing capping. Adequate use of accessories shall be made at joints and required locations. Drawing of wires: General Wires shall be drawn with adequate care. Correct colour coding as per Table No 1/5 shall be used for phase, neutral and earth. Wires shall not have intermediate joint in between terminals of the accessories. Earth-wire and Return wire (neutral) may be looped within circuit. For lighting load distribution wires of two different phases shall not be drawn in single pipe. Wires shall be terminated in the terminals of accessories only. Insulated Earth wire of green or green-yellow colour of minimum 2.5 sq mm or as per specified shall be erected wherever necessary. In case of 2-way point wiring additional wires of phase conductor shall be provided between the 2-way switches. Erecting wires in Trunking: Wires shall be erected within Trunking with adequate care. Number of wires shall not exceed with respect to size of Trunking as per Table No. 1/3. After erection of wires double locking shall be checked while fixing capping. Fixing Switchboards and accessories: Control switchboards shall generally be erected at 1.35m height or as specified and fixed with minimum 2 Nos. (and more as per size of board) of screws of length not less than 50mm, termination of wires shall be done with lugs on switch and other accessories only by carefully inserting all strands in lugs, terminals and proper tightening. Switches shall be provided on phase wire only. Bare wire shall not be used for looping incoming supply to switches and for earthing inside switchboards. For plug socket phase wire shall be connected in right side terminal when seen from front. Proper termination of earth wire in Earth terminal shall be ensured.Testing :- Insulation resistance test: All wiring shall be tested with 500V Meggar betweenphases, phase – neutral and to Earth. IR value shall not be less than 1M-ohm. Earthcontinuity: Earth continuity shall be ensured at all earth terminals of plug outlets and at earth terminals of metal enclosures. Polarity test: Polarity test shall be carried out for ensuing the correct polarity in switch and plug

WG-TW/TC

Material :- PVC Telephone cable: PVC insulated Tinned copper solid conductor withminimum 0.5 mm dia. (Single & Multi pair) properly paired and colour coded, shall beterminated on KRONE module with suitable tool.Construction :- Use of Steel fish wire shall be made for drawing of wires. Wires shall bedrawn with adequate care. Wires shall not have intermediate joint in between terminals ofthe accessories. Wires shall be terminated in the terminals of accessories only. Adequateextra length shall be left at termination points.




Specifiction Code


WG-TW/JFC

Material :- Jelly filled Armoured Telephone cable: PVC insulated, PVC sheathed with steelarmouring, Tinned copper solid conductor with minimum 0.5 mm dia multi pair, with Jelly,properly paired and colour coded. Saddles: Saddles fabricated from G I sheet of requiredgauge (16/18 gauge) either galvanized finish or painted with superior quality enamel blackpaint, with necessary shearing for mechanical strength, semi circular shaped with extendedpiece having suitable holes for fixing on spacer. Hardware: Sheet Metal (SM) screws ofrequired sizes, plugs, wooden gutties, etc.Construction :- Erection of Jelly filled armoured Telephone cable: Erection shall be done asper the layout finalized, in perfect level and plum. Before fixing the cable shall bestraightened as far as possible for good aesthetics look. Cable shall be fixed with saddlesfirmly clipped on cable. Saddles shall be fixed to wall with minimum 50x8 mm SM screwswith plugs/wooden gutties (Distance between two saddles shall be minimum 600 mm).Wooden gutties shall be used wherever required (Especially for stone wall). The entriesmade in wall, floor slab, etc for laying the cable shall be made good by filling and finishingwith plastering the same

WG-TA/JB

Material :- Junction box: Manufactured by reputed manufacturer of specified capacity, facilityfor + wall mounting, with door & lock, aluminium frame for fixing of Krone, duly enclosed incabinet made from 18 SWG CRCA sheet with powder coating of required colour. The depthof the box should consider the height of KRONE module plus protection magazine.Hardware: Sheet Metal (SM) screws of required sizes, plugs, wooden gutties, etc.Construction :- Specified equipment shall be fixed to wall with minimum 50x8 mm SMscrews, with necessary plugs, wooden gutties, etc. or may be fixed on Table Top if required.

FG-LP/MHL

Material :- Lamp: High pressure metal halide gas discharged lamps with iodide additivesindium, thallium and sodium in the mercury discharge. The discharge tube shall be enclosedin an ovoid, hard glass outer bulb with fluorescent coating (HPI-BU) or clear tubular outerhard glass envelope, (HPI-T). • Colour Temperature : HPI-BU - -> 4300 0K: HPI-T - -> 4300 0K to 4900 0K Cap: Pin type/Screwed cap made from high gradeAluminium sheet.Construction :- The lamp shall be fixed at specified location as directed by site engineer.

SW-SWR/MCB

Material :- General Specifications for MCB’s • MCB’s shall be of current limiting type, ISImarked confirms to IS 8828 – 1996. • The power loss per pole shall be low and shall be inaccordance with IS 8828 – 1996. • All cable entries shall be either from bottom or top. •MCB’s shall be of C- curve characteristic & shall have quick make & break non-welding selfwiping silver alloy contacts for 10 kA short circuit both on the manual & automaticoperation. • All the active, live parts of MCB’s should be out of human reach, ensuringsafety & confirms to IP: 55 degree of protection. • The MCB’s must house transparent labelholder to ensure circuit identification. • The MCB’s must have fully insulated safety shutters.• The MCB’s shall have lockable switching lever. • The Minimum electrical endurance shallbe 20,000 operations. • The housing of the MCB shall be mounted self-extinguishing DMC(Dough Moulding Compound). • The short circuit Current shall be brought to zero within 4to 5 milliseconds from the time they are established. • All MCB’s shall have a minimumshort circuit Capacity of 10kA RMS. Material : Single Pole / Single pole with Neutral / DoublePole / Triple pole / Four pole: MCB, ISI marked as per IS 8828 : 1996 (IEC 60898) withhammer trip and watch mechanism15 arc plates,10 KA capacity with nominal rating of240/415V. Lugs: Copper lugs of suitable size as per (CB-CL/CU) in chapter 7.10 for CableConstruction :- MCB shall be erected in provided enclosure / distribution board andterminating the provided wires by copper lugs (crimping type) and connecting the same.




Specifiction Code


SW-SWR/RCCB

Material :- General Specifications for RCCB • RCCBs shall be ISI marked as per IS 12640(part 1) – 2000 and Confirming to IEC 61008-1. • It shall work on residual current energy,having 30 milliamp sensitivity and shall protect against earth leakage. • Tripping time shallbe maximum 30 milliseconds. • Breaking capacity shall be 20 kA. • RCCB shall operate forrated leakage at nominal Ten volts AC, and also in both, Neutral Open & Snappingcondition. • RCCBs shall have trip free mechanism with quick make & break non-weldingself wiping silver alloy contacts for 20 KA short circuit current both on the manual &automatic operation. Test knob facility shall be provided. • All the active, live parts ofRCCBs should be out of human reach, ensuring safety & confirms to IP20 degree ofprotection. • The RCCBs must house transparent label holder to ensure circuitidentification. • The RCCBs must have fully insulated safety shutters. • The Minimumelectrical endurance shall be 20,000 operations. Material : 2 Pole / 4 pole, RCCB, ISImarked as per IS: 12640-2000 (IEC 61008-1) with hammer trip and watch mechanism 15arc plates, 20 KA breaking capacity of specified rating suitable for 240/415V. Lugs –Copper lugs of suitable size as per (CB-CL/CU) in chapter 7.10 for Cable PVC Copperleads: As per WG-MA/BW specified in chapter of Wiring in para. no. 1.3Construction :- 2 / 4 Pole RCCB shall be erected in provided enclosure & connected withleads, with necessary testing.

SW-SWR/MCBDB

Material :- General Specifications for MCBDB’s • DB’s shall be prewired and shall befabricated as per IS: 8623. • Suitable for flush mounting & surface mounting, with 100 Acopper bus bar (For Horizontal type DB), neutral bar, earth bar & cable ties for cablemanagement. • In case of Vertical DB the bus bar shall be of 200 A rating. • DB’s shall beof IP – 43 degree of protection. • All the MCB distribution boards shall be fabricated out of18 SWG thick sheet steel duly rust inhibited through a process of degreasing, pickling,phosphating & powder coating to an approved colour over primer & shall be of the totallyenclosed dust proof type suitable for wall mounting. • All components shall be mounted onDIN rails & covered totally with a sheet steel cover rendering it finger-safe. Access to theinternal connections shall be only through removing the cover sheet. • All DB’s shall beinternally prewired using copper insulated high temperature PVC wires. • Bus bars &neutral bar shall be fully insulated with standard colour code. • Bus bar withstandingcapacity shall be 10kA. • DB’s must have facility of reversing door without modification, panassembly for ease of installation & convertible locking. Material : Horizontal/Vertical typeMCBDB: ISI marked as per IS 8623, of specified ways (poles), surface/flush mounting,with/without door, suitable for 230 V / 415 V. Lugs – Copper lugs of suitable size as per(CB-CL/CU) in chapter 7.10 for Cable Iron work: Suitable size of angle/flat. Hardware: SMscrews, rawl plug, gutties, etc.Construction :- MCBDB shall be erected at designated location and directed by siteengineer and terminating the provided wires by copper lugs (crimping type) and connectingthe same.

SW-SWR/MCBDB

Material :- General Specifications for MCBDB’s • DB’s shall be prewired and shall befabricated as per IS: 8623. • Suitable for flush mounting & surface mounting, with 100 Acopper bus bar (For Horizontal type DB), neutral bar, earth bar & cable ties for cablemanagement. • In case of Vertical DB the bus bar shall be of 200 A rating. • DB’s shall beof IP – 43 degree of protection. • All the MCB distribution boards shall be fabricated out of18 SWG thick sheet steel duly rust inhibited through a process of degreasing, pickling,phosphating & powder coating to an approved colour over primer & shall be of the totallyenclosed dust proof type suitable for wall mounting. • All components shall be mounted onDIN rails & covered totally with a sheet steel cover rendering it finger-safe. Access to theinternal connections shall be only through removing the cover sheet. • All DB’s shall beinternally prewired using copper insulated high temperature PVC wires. • Bus bars &neutral bar shall be fully insulated with standard colour code. • Bus bar withstandingcapacity shall be 10kA. • DB’s must have facility of reversing door without modification, panassembly for ease of installation & convertible locking. Material : Horizontal/Vertical typeMCBDB: ISI marked as per IS 8623, of specified ways (poles), surface/flush mounting,with/without door, suitable for 230 V / 415 V. Lugs – Copper lugs of suitable size as per(CB-CL/CU) in chapter 7.10 for Cable Iron work: Suitable size of angle/flat. Hardware: SMscrews, rawl plug, gutties, etc.Construction :- MCBDB shall be erected at designated location and directed by siteengineer and terminating the provided wires by copper lugs (crimping type) and connectingthe same.




Specifiction Code


SW-SWR/MCB


SW-SWR/MCB


SW-SWR/MCB





Specifiction Code


SW-SWR/MCCB

Material :- General Specifications for MCCB’s • MCCB’s should comply with IS 13947 part-2, IEC (6094) and IEC 60947-3 & IEC 60947 part – 2. • The MCCB shall be suitable foruniversal mounting i.e. the load/line shall be interchangeable with shrouded incomingcontacts. • The MCCB shall be suitable for minimum operating voltage of 415V. • Thethermal setting shall be adjustable from 64 % to 100% of its normal current. • The magneticsetting shall be adjustable from 3.5 to 10 In (normal current). • Trip reset should beavailable Manual / Automatic. • Isolator switches for electronic circuits to open the MCCBautomatically. • The MCCB’s must house transparent label holder to ensure circuitidentification. • The MCCB’s must have fully insulated safety shutters. • Overload Zoneadjustable from 0.4 to 1 in with line (For 630 amp & above MCCB) • Short circuit Zoneadjustable from 1.5 to 10 In with time. Material : 3 pole or 4 Pole MCCB Moulded casecircuit breaker. Fixed version– front Terminals with current rating & breaking capacity asbelow: i. 63 A to 125 A - 15 KA ii. 160 A to 250 A - 35 KA iii. 300/400 A - 35KA iv. 630 A - 70 KAConstruction :- 3 pole /4 pole MCCB shall be erected in provided enclosure & connectedwith provided leads/strip on incoming & out going site complete

CP-BB

Material :- Sheet: 16 gauge CRCA sheet Fabrication material: Angle iron of required size,Hinges made from MS. Bus bar strip: Aluminum/Copper strips covered with colour codedPVC heat shrunk sleeves or wrapped with PVC insulation tape with colour coding. Bus barsupport: Bus bar insulators (Porcelain/Epoxy) Earth stud: MS Nut & Bolt minimum 10 mmdiameter. Packing material: Rubber / Neoprene gasket Paint: Red oxide paint /Primer,Enamel paint Hardware: Nuts, bolts, washers, etc of required size & length. Danger Board:GI Sheet danger board in Marathi & English or Screen printed sticker.Construction :- The bus bar chamber shall be fabricated from 16 SWG CRCA sheet withnecessary clearance on all side as mentioned in Table No 5/1 duly painted with one coat ofred oxide/primer and with 2 coats of Superior quality enamel paint of required shade. Theearth stud shall be welded to the chamber. The bus bar shall be fixed on fabricated bracket(to be fixed on inner rear surface of the box), with minimum three porcelain / epoxy bus barinsulator minimum at both ends & at the centre of the bar (with distance of 45cms.betweeninsulators), with minimum 40x8 mm MS nut bolt, spring washers, etc. The above methodshall be adopted for all the 4 bars. The bar shall be vertically fixed in staggered manner soas to maintain clearance in between the bars as per Table No. 6.2/2. All the bars shalleither be covered with colour coded PVC heat shrunk sleeves or wrapped with PVCinsulation tape with colour coding. (i.e. R, Y, B, N). The chamber shall be fixed on 25x25x4mm angle iron frame to make it sturdy. The chamber shall have minimum one hole per busbar for fixing incoming cable, and required holes for the out going cables. The size of thebar either aluminium / copper for the required rating shall be as per Table No 6.2/1 given inthe specification book.

SW-SWR/MCBDB

Material :- General Specifications for MCBDB’s • DB’s shall be prewired and shall befabricated as per IS: 8623. • Suitable for flush mounting & surface mounting, with 100 Acopper bus bar (For Horizontal type DB), neutral bar, earth bar & cable ties for cablemanagement. • In case of Vertical DB the bus bar shall be of 200 A rating. • DB’s shall beof IP – 43 degree of protection. • All the MCB distribution boards shall be fabricated out of18 SWG thick sheet steel duly rust inhibited through a process of degreasing, pickling,phosphating & powder coating to an approved colour over primer & shall be of the totallyenclosed dust proof type suitable for wall mounting. • All components shall be mounted onDIN rails & covered totally with a sheet steel cover rendering it finger-safe. Access to theinternal connections shall be only through removing the cover sheet. • All DB’s shall beinternally prewired using copper insulated high temperature PVC wires. • Bus bars &neutral bar shall be fully insulated with standard colour code. • Bus bar withstandingcapacity shall be 10kA. • DB’s must have facility of reversing door without modification, panassembly for ease of installation & convertible locking. Material : Horizontal/Vertical typeMCBDB: ISI marked as per IS 8623, of specified ways (poles), surface/flush mounting,with/without door, suitable for 230 V / 415 V. Lugs – Copper lugs of suitable size as per(CB-CL/CU) in chapter 7.10 for Cable Iron work: Suitable size of angle/flat. Hardware: SMscrews, rawl plug, gutties, etc.Construction :- MCBDB shall be erected at designated location and directed by siteengineer and terminating the provided wires by copper lugs (crimping type) and connectingthe same




Specifiction Code


FF-FAAS/MCP

Material :- Push Button: Plastic Enclosure: CRCA/MS with 100/150 mm round/square withGlass cover Hammer with chain: Brass Enamel paint: Superior quality Post Office redcolour Hardware: S.M. Screw Plugs: PlasticConstruction :- The pill box with break glass cover, push button in circular/ square enclosurewith push button kept inside per set with a glass outside marked “IN CASE OF FIREBREAK GLASS” provided with a small hammer and chain fixed to the pill box shall bemounted on wall or any other place as directed and provided with cable entry with suitableterminal inside and painted with two coats of red oxide and two coats of post office redenamel paint.

FF-FAAS/HTR

Material :- Hooter: Electronic type with 6W output, Line matching transformer Enclosure:CRCA sheet of 14 SWG with perforation Enamel paint: Superior quality Post Office redcolour Hardware: S.M. Screw Plugs: Plastic Gitties: WoodenConstruction :- The electronics hooter with Line matching transformer shall be enclosed insuitable size perforated CRCA enclosure and installed as per instructions and shall beconnected and fixed at suitable site to ensure that the alarm is heard anywhere in theprotected area. The minimum sound level shall be 80 dB.

FF-FAAS/RRI

Material :- Indicator: 5 mm LED (2 Nos) / 10 mm LED (1 No) in Red colour Enclosure:CRCA sheet of 14 SWG with perforation Enamel paint: Superior quality of specified colourHardware: S.M. Screws Plugs: Plastic Gitties: WoodenConstruction :- Remote response indicator housed in enclosure shall be fitted out side therooms, cabins at accessible height and shall be clearly visible.

CB-LT/CU

Material :- Cables: Cables shall be PVC / XLPE with Copper conductor as per Table no. 7/3and of required construction, colour, shall carry ISI mark, IS No, manufacturer’s name, size,duly embossed / screen printed at every metre and having the total count of progressivelength in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gaugeas per Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification(CB-CL/CU) Saddles: Saddles fabricated from GI sheet of required gauge and sizedepending on dia of cable either galvanized or painted with superior quality enamel blackpaint with necessary shearing mechanical strength, semi circular shaped with extendedpiece having suitable holes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MSClamps fabricated of required length and shape, having the size of 3/6 mm thick mild steelhaving 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI stripwith identification mark / name embossed / painted with arrangement to tie should be fix oncable or arrangement of ferrulesto be done. Hardware: Sheet Metal (SM) screws of requiredsizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall beterminated with appropriate size & type of glands with lugs duly crimped, as directed by Siteengineer. b) Wherever the cable has to be bent, the turning radius shall be as mentioned inTable No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled withidentification name / mark at the point from where distribution starts and at ends. Bare earthwire of appropriate size as per Table no. 7/1 shall run along with the cable. Earth wirerunning with the cable shall be terminated at the earth terminal nearest to cable termination.Erection of Cable on Surface: Erection shall be done as per the routes and layout finalized,in perfect level and in plumb. Before fixing the cable shall be straightened as far as possiblefor good aesthetics look, continuous bare GI earth wire of required gauge as per Table No7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable andshall be fixed to wall with minimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm) Wooden gutties




Specifiction Code


FF-FAAS/FACP

Material :- Panel: Microprocessor based Conventional Main Fire Alarm Control Panel(FACP) with necessary Test Certificate from ERTL as per IS 2189-1999 provided withSMPS (Switch Mode Power Supply) of suitable battery (2x12V) 24V, 24 AH capacitymaintenance free battery as standby supply to switch over automatically for a period of 8hours in case of A.C. supply failure to panel with 7 AH capacity battery charger, panel shallhave following features. a) Visual zone indication in which fire has emerged. b) Audioalarm devices. c) Acknowledge reset and test devices. d) Visual indication (2x20character LCD display) incorporating following indications: (i) Fire condition (ii)Fault condition (iii) A.C. Pilot indication (iv) Low battery indication (v) Blownfuse indication A.C. as well as D.C. (vi) Built in electronic hooters of 2 tone round forfire condition and single tone for fault condition. (vii) Open and short circuit fault.(viii) Push button switch for checking each zone. (ix) Push button to disable audioalarm. (x) Reset push button. e) Fire protection and alarm circuit shall have modulardesign using electronic plug in type printed circuit boards (PCB) with spare cards.Construction :- The microprocessor based main fire Alarm control panel designed as per IS2189- 1999 with ERTL Test certificate shall be fixed at accessible place so that security orfire personal can attend to the fault immediately.Testing :- Testing: The control shall be tested for following features: 1) Alarm cancel Test2) Reset 1 lamp 3) Fire Test 4) Open Test (for detector & hooter) 5) Short circuit Test (fordetector & hooter) 6) Walk Test(one man test) 7) Sounder Test

FF-FAAS/LCP

Material :- Panel: Microprocessor based Conventional Main Fire Alarm Control Panel(FACP) with necessary Test Certificate from ERTL as per IS 2189-1999 provided withSMPS (Switch Mode Power Supply) of suitable battery (2x12V) 24V, 24 AH capacitymaintenance free battery as standby supply to switch over automatically for a period of 8hours in case of A.C. supply failure to panel with 7 AH capacity battery charger, panel shallhave following features. a) Visual zone indication in which fire has emerged. b) Audioalarm devices. c) Acknowledge reset and test devices. d) Visual indication (2x20character LCD display) incorporating following indications: (i) Fire condition (ii)Fault condition (iii) A.C. Pilot indication (iv) Low battery indication (v) Blownfuse indication A.C. as well as D.C. (vi) Built in electronic hooters of 2 tone round forfire condition and single tone for fault condition. (vii) Open and short circuit fault.(viii) Push button switch for checking each zone. (ix) Push button to disable audioalarm. (x) Reset push button. e) Fire protection and alarm circuit shall have modulardesign using electronic plug in type printed circuit boards (PCB) with spare cards.Construction :- The microprocessor based main fire Alarm control panel designed as per IS2189- 1999 with ERTL Test certificate shall be fixed at accessible place so that security orfire personal can attend to the fault immediately.Testing :- Testing: The control shall be tested for following features: 1) Alarm cancel Test2) Reset 1 lamp 3) Fire Test 4) Open Test (for detector & hooter) 5) Short circuit Test (fordetector & hooter) 6) Walk Test(one man test) 7) Sounder Test.

WG-COC/NC

Material :- UTP Cable : 4 pairs,100 ohms, unshielded twisted pair (UTP), each pairseparated by a PE former (Star shaped) solid 23 AWG tinned copper conductor rated fortemperature of 750 C, PVC insulated grey colour with types as in the table 1.12/1 and asper detailed specifications mentioned in Specification book.Construction :- The cable shall be laid in provided separate casing n capping/ PVC conduit/trunking 400mm away from electrical cables wherever required without sharp bends. Thecable shall be spliced at both the ends for punching/ crimping at keystone jacks/ UTPconnectors.

WG-NAS/UTPC

Material :- UTP connector: Assembly of Gold over nickel contacts with 1.5A current carryingcapacity, 30V with 15milli ohms contact resistance, 8P8C connection easy to crimp withcrimping tool in polycarbonate UL94V housing.Construction :- The UTP cable shall be spliced, untwisted not more than 12mm, insertedinto the connector with sequence as shown in the diagram & as per EIA/TIA 568 B.2-1 &crimped firmly with crimping tool.




Specifiction Code


WG-MA/CON/PT

Para no. 1.1.2

Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2mm thick, minimum 20 mm width and above depending on No. of wires to be drawn (ReferTable No 1/3 for the size of trunking and number of wires to be drawn); with double lockingarrangement, 1.8mm thick push-fit joints/ accessories for PVC trunking such as couplers,elbows, internal / external angles, junction boxes of required ways of the same make.Hardware: Sheet Metal (SM) screws of sizes specified in Method of Construction, washers,rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of stonewallswooden gutties shall be grouted in wall for fixing of screws of Trunking. Distance between 2screws shall not be more than 600 mm. Size of Trunking shall be correct depending onnumber of wires to be drawn as per Table No 1/3 but not less than 20mm. SeparateTrunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distanceof 300 mm shall be maintained between the Trunking or anti electrostatic partition to beprovided. Double locking shall be checked while fixing capping. Adequate use ofaccessories shall be made at joints and at required locations.

WG-MA/CON/PT

Para no. 1.1.2

Material :- PVC Trunking (casing capping): PVC Trunking (casing capping) ISI mark, 1.2mm thick, minimum 20 mm width and above depending on No. of wires to be drawn (ReferTable No 1/3 for the size of trunking and number of wires to be drawn); with double lockingarrangement, 1.8mm thick push-fit joints/ accessories for PVC trunking such as couplers,elbows, internal / external angles, junction boxes of required ways of the same make.Hardware: Sheet Metal (SM) screws of sizes specified in Method of Construction, washers,rawl / PVC / fill type plugs, wooden gutties, etc.Construction :- Erection of PVC Trunking for surface type wiring: Erection shall be done asper the final approved layout. The Trunking shall be in perfect level and plumb. Screws ofminimum 35x8 mm and suitable plugs shall be used for fixing. In case of stonewallswooden gutties shall be grouted in wall for fixing of screws of Trunking. Distance between 2screws shall not be more than 600 mm. Size of Trunking shall be correct depending onnumber of wires to be drawn as per Table No 1/3 but not less than 20mm. SeparateTrunking shall be used for each phase in single phase distribution and for power and lightdistribution and also for wiring of other utilities like data, telephone, TV cabling and distanceof 300 mm shall be maintained between the Trunking or anti electrostatic partition to beprovided. Double locking shall be checked while fixing capping. Adequate use ofaccessories shall be made at joints and at required locations.






Specifiction Code


WG-NAS/LIU

Material :- Lightguide Interconnect Unit: Wall mount type Lightguide Interconnect Unit withdimensions shown in the table, an interfacing unit for fibre cables coming in from field &those originating from the equipments. consisting of fibre spools to provide minimumbending radius & splice trays as splice cover for pigtail splicing, two compartment designwith adaptor panel in the centre, compartmentalizing the box, complete aluminium housing,fully powder coated, two doors enclosure with lock & key, rubber grommets at the cableentry points for tight sealing; Splice trays of 140 x125 x 10mm complete aluminium bodyfully powder coated with provision for fibre splices fully cushioned splice holder containinggrooves for fixing splice protective sleeves; FR grade high impact resistance plastic twohalves design stackable sufficient room for excess cable. Hardware: Sheet Metal (SM)screws of required sizes, plugs, wooden gitties, etc.Construction :- Supplying & erecting Lightguide Interconnect Unit (LIU) on wall with cabletermination complete with sheet metal screws of required size, plugs/ wooden gitties.

AP-INV

Material :- Equipment manufactured as per standard manufacturer’s specification. The unithoused in powder coated CRCA sheet enclosure with following fault protection on mains /inverter mode: ? Under voltage on mains mode ? Over voltage on mains mode ? Chargerprotection on mains mode ? Overload on inverter mode ? Short circuit on inverter mode ?Low battery on inverter mode ? Battery reverse on inverter mode ? Under voltage oninverter mode ? Over voltage on inverter mode ? LED display for above fault protection ?Alarm for above fault protection ? Arrangement to cut of neutral of supplier when supplyfrom invertors is on. In addition to above the inverter shall comply with the specificationsmentioned in Table No. 3.6/1 of specification book.Construction :- To be erected at designated place duly connected, tested, as per thedirections of Site Engineer.

EA-EPP

Material :- GI Pipe: As per specification no. (CW-PLB/GP) mentioned chapter 17.5; 1. 50mm dia x 3 meter long (In place of traditional GI pipe Earthing), for LV / MV applications. Or2. 80 mm x 3 meter long (In place of traditional copper plate Earthing), for HV/EHVapplications. Earthing Conductor: G.I strip/GI earth wire of size as per specifications givenin Table No 9.1/1 of Specification book. GI Pipe: As per specification no. (CW-PLB/GP)mentioned chapter 17.5 for watering and as enclosure for Earth wire, as per specificationsgiven in Table No 9.1/1 of Specification book. Hardware: Screw / nut bolts with requiredwasher of dimensions, Rawl plug / clip/ ‘U’ Nails and material as per specifications given inTable No 9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as perspecifications given in Table No 9.1/1 of Specification book. as per specifications given inTable No 9.1/1 of Specification book. Lugs: As per specification no. (CB-LG/AL, CB-LG/CU)mentioned in chapter 7.9 & 7.10 for Copper/ Aluminium lugs and as per specifications givenin Table No 9.1/1 of Specification book.Construction :- Earthing Pipe in pipe technology with ancillary materials shall be done bydigging an 8” / 10” dia hand bore 10.5’ deep sufficient to install the electrode in normal soilconditions. The space between the soil and the electrode is filled up with electrolyte materialmixed with the dug out mother soil, along with water and tightly packed up to the base of theterminal. In rocky areas and under hard soil and sandy soil conditions the method ofinstallation will be as specified by manufacturer. Installation shall include drilling, welding,reverting, brazing and nut bolting pipe when ever required in an approved manner withrequired material such as nut bolts and washer etc. and with necessary brick masonry workas per the specification. (As per IS 3043 amended up to-date). As far as possiblecontinuous GI strip shall be used but when ever jointing of strip is un avoidable, the jointingover lap portion must not be less than 21/2 times the width of the strip either welded/brazed/soldered by all sides or overlap of 6 inch with two nut bolts/ riveting of adequate sizewith required washer and covered by anti corrosive paint as per approved jointing practicein the industry and as per directives from site engineer in-charge.Testing :- The value of each earth electrode shall be measured by earth tester in presenceof site Engineer and record to be submitted




Specifiction Code Technical Specification

SS-TR

Material :- 1. Copper wound Transformer with Delta connection on HV side and star connection on LV side complete withManufacturer’s test certificates 2. Standard mountings required for transformer are shown below. The mountings are to beselected from them and any additional if required. ? Off load tap changing ? Oil conservator with fitting holes and cap andplain oil level gauge ? Silica gel dehydrating breather ? Oil drain valve ? Thermometer pockets ? Oil filter valve ? Liftingarrangement ? Two earthing terminals ? Diagram and rating plate ? Four bi directional plain rollers ? Air vent ? Explosionvent ? Terminal arrangement ? Bushing with lugs and/or cable end box on LV side ? HV cable end box and/or HV bushingThe transformer losses shall be as mentioned in Table No 10.1/1 of Specification book. Construction :- The contractor should intimate name of manufacturer and make of the Transformer and location of themanufacturer factory to engineer in charge prior to delivery of the transformer. After manufacturing of the transformer, theagency/contractor shall intimate the engineer-in-charge for carrying out the inspection. After receipt of intimation engineer-in-charge or his representative should inspect the Transformer at manufacturer factory and shall carry out the following testsjointly in presence of concern contractor. 1)Open Circuit test 2) Short Circuit test 3) Specific Resistance Test 4) InsulationResistance of HV, LV, in between HV and LV, Winding and Body. 5) Dielectric Strength and acidity test of Transformer oil.The test results of joint inspection shall be recorded on the test report of Transformer with its Sr. No. prior to delivery of theTransformer to site. Necessary work of plinth and or for D.P. structure with D.O. set, L.A., A.B. switch should be completedbefore dispatch of the transformer. The channel arrangement on plinth is to be done. Earthing arrangement should becompleted. The Transformer should be installed on plinths / double pole structure/floor by arranging chains pulley block,crane etc as per IS Norms. After installation of Transformer the stopper/lock should be provided to rollers of the Transformer.The connection of H.T/L.T. side should be completed by provided Copper wire/ cable with necessary lugs to avoid looseconnection. The earthing (2 Nos for Neutral & 2 Nos for Body) should be connected from distinct electrodes. The earthingshould be connected by lugs/proper size of strip. The Engineer in charge or his representative should check all connectionson H.T. side, L.T. side and earths and insulation and earth résistance test should be carried out and results obtained shall berecorded. . Statutory Permissions to be obtained by the Agency/Contractor: Before commencement of work, the drawings ofinstallation shall be got approved from the Electrical Inspector, I E & L Department. The installation should be got inspectedfrom Electrical Inspector and obtain written permission to charge the Transformers.Testing :- Commissioning and Testing: After above formalities the Transformer, should be charged/commissioned inpresence of Engineer in charge or his representative along with load trials and shall be handed over to the department forbeneficial use After charging theTransformer, line, phase voltages and line current shall be measured, and the same shall be submitted. Following testcertificates shall be submitted: 1. Manufacturer’s original certificate of Transformer as stipulated in IS. 2. Test certificate fordielectric strength of oil as per IS. 3. Test results of IR values. 4. Test results of all earth electrodes. 5. Readings of Voltages& currents at the time of commissioning.

CB-JT/HT

Material :- Joint kit: Kit manufactured by reputed manufacturer with PVC moulds made in two parts, with epoxy compound,earth continuity lead of appropriate cross section having lugs at both ends, aluminum ferrules of the size of the cable, crossshaped epoxy spacer, MS clips for holding the moulds, adhesive for pasting the moulds.Construction :- Straight through joint Kit: HT Cables Before providing joint to the cable, the cable ends of the equivalentlength of the joint moulds, shall be prepared by removing the outer PVC insulation along with the steel armouring. The ferruleshall then be inserted over the bare core of the cable, and shall be crimped with hydraulic / mechanical type heavy dutycrimping tool. The crimped portion shall be wrapped first with the PVC insulation tape and then with the insulation tape usedfor wrapping HT conductor. The above method shall be carried out for all the cores strictly following the colour code. Theleads of the both the cables now shall be placed into the mould by using the epoxy spacer, for having sufficient gap in-between the leads. The earth continuity lead shall be clamped to the both ends of the cable. After covering the cable leadswith the PVC moulds, the edges shall be clipped after applying the adhesive on the inside face of the moulds. The pasting ofmoulds shall be rigid and as far as possible leak proof, so that the epoxy compound shall not spill out. Now the duly stirredepoxy compound shall be poured and fill till the compound rises through the risers provided on the moulds. After completingthe above procedure, the joint shall be allowed to dry out for at least 8 to 10 hours (for epoxy compound to get hardened)depending upon the size of cable. Before connecting to supply, the dry and hardened joint shall be tested for its insulationlevel with 1000 V/ 5000 V Meggar. The cable should be fixed or laid in such manner that there should not be pressure on endof moulds or on jointing position of cables. 3.2 Outdoor/Indoor end termination Kit: LT/HT Cables Before providing endtermination kit to the cable, the cable end of the equivalent length of the moulds, shall be prepared by removing the outerPVC insulation along with the steel armouring. The ferrule shall then be inserted over the bare core of the cable, and shall becrimped with hydraulic / mechanical type heavy duty crimping tool. The crimping shall be done in such a manner that thereshall be no air gap. Then the crimped portion shall be wrapped first with the PVC insulation tape and then with the insulationtape used for wrapping HT conductor. The above method shall be carried out for all the cores strictly following the colourcode. The leads of the cable now shall be placed into the mould by using the epoxy spacer, for having sufficient gap in-between the leads. The earth continuity lead shall be clamped to theends of the cable. After covering the cable leads with thePVC moulds, the edges shall be clipped after applying the adhesive on the inside face of the moulds. The pasting of mouldsshall be rigid and as far as possible leak proof, so that the epoxy compound shall not spill out. Now the duly stirred epoxycompound shall be poured and fill till the compound rises through the risers provided on the moulds. After completing theabove procedure, the joint shall be allowed to dry out for at least 8 to 10 hours (for epoxy compound to get hardened)depending upon the size of cable. Before connecting to supply, the

Sub Estimate No III - Utilities, HT works and Infra works Sector 12 OF PCNTDA





SW-SWR/ACB

Material :- Air Circuit Breaker: Draw out type/non draw out type manually quick make quick break typefront operated mechanical indication for ON/OFF position with 50 kA short circuit rating. Trip freemechanism with high performance characteristic based on modular construction and should becompact. The breaker shall have following accessories: • Auxiliary Switch: Auxiliary switch shallconsist of 2 NO & 2 NC contacts. The total Auxiliary switch block shall have minimum six auxiliary. Incase of draw out breakers two sliding contacts should be provided. • Alarm Switch: For breaker withthermal and magnetic trip units the indication should be direct from trip unit through micro switch withnecessary wiring. • Shunt Release: Shunt trips are used for remote control. Shunt trip coil shouldoperate though an auxiliary switch. The operating ranges should be normally 50-110 % ofthe ratedvoltage. • Under voltage Release: Under voltage release must be energized before closing breaker.This should be provided for remote control. • Over current release: Over current release shall consistof Current Transformer with slides on each current carrying path of a bi-metal relay common to alltransformers. The transformer shall have a fix ratio suited to particular setting range. Overloadreleases shall be thermal time lagged. Overload relay range shall be 50 % to 100 % of CT ratio.Frame shall facilitate site adjustment from 25-100% of ACB rating to match the load requirement. • RAunit - given for 0-110% operating range of SHT-ensures supply available to shunt trip from same ACsource in short circuit condition. • RC unit – for up to 3secs. Time delay with U/V trip. Ideal forprotection against transient voltage dips and nuisance tripping continuously adjustable time delayrange of 40-500 ms with S/c trip ideal for selective interruption co- ordination of ACB’s. • Contactsmade of electrolytic copper of 99.9 % purity, of ACB shall be totally shrouded, for eliminating accessto live parts. • Short Circuit release pick up shall be adjustable for closer protection. • Breaker shall becompact in size, for saving space in the cubicle and as far as possible shall be lightweight for easyhandling. • Thermal over load and magnetic short circuit protection shall be provided.Construction :- The breaker should be erected on provided panel board or cubicle as the case maybe, complete with connecting to bus bar by means of provided insulated copper strip of suitable crosssection as per the rating, complete

CP-BB

Material :- Sheet: 16 gauge CRCA sheet Fabrication material: Angle iron of required size, Hingesmade from MS. Bus bar strip: Aluminum/Copper strips covered with colour coded PVC heat shrunksleeves or wrapped with PVC insulation tape with colour coding. Bus bar support: Bus bar insulators(Porcelain/Epoxy) Earth stud: MS Nut & Bolt minimum 10 mm diameter. Packing material: Rubber /Neoprene gasket Paint: Red oxide paint /Primer, Enamel paint Hardware: Nuts, bolts, washers, etc ofrequired size & length. Danger Board: GI Sheet danger board in Marathi & English or Screen printedsticker.Construction :- The bus bar chamber shall be fabricated from 16 SWG CRCA sheet with necessaryclearance on all side as mentioned in Table No 5/1 duly painted with one coat of red oxide/primer andwith 2 coats of Superior quality enamel paint of required shade. The earth stud shall be welded to thechamber. The bus bar shall be fixed on fabricated bracket (to be fixed on inner rear surface of thebox), with minimum three porcelain / epoxy bus bar insulator minimum at both ends & at the centre ofthe bar (with distance of 45cms.between insulators), with minimum 40x8 mm MS nut bolt, springwashers, etc. The above method shall be adopted for all the 4 bars. The bar shall be vertically fixed instaggered manner soas to maintain clearance in between the bars as per Table No. 6.2/2. All the bars shalleither be covered with colour coded PVC heat shrunk sleeves or wrapped with PVCinsulation tape with colour coding. (i.e. R, Y, B, N). The chamber shall be fixed on 25x25x4mm angle iron frame to make it sturdy. The chamber shall have minimum one hole per busbar for fixing incoming cable, and required holes for the out going cables. The size of thebar either aluminium / copper for the required rating shall be as per Table No 6.2/1 given inthe specification book.





EA-EP

Material :- Earth Plate: Galvanised cast iron / Copper earth plate or G.I. pipe as per specificationsgiven in Table No 9.1/1 of Specification book. CI Cover: As per specifications given in Table No 9.1/1of Specification book. Earthing Conductor: Copper/G.I strip/Annealed bare copper wire/G.l. earth wireof size as per specifications given in Table No 9.1/1 of Specification book. GI Pipe: As perspecification (CW-PLB/GP) mentioned chapter no. 17.5 for watering, and as enclosure for Earth wire,refer specifications given in Table No 9.1/1 of Specification book. Hardware: Screw / nut bolts withrequired washer of dimensions, Rawl plug / clip/ ‘U’ nails and material as per specifications given inTable No 9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications givenin Table No 9.1/1 of Specification book. as per specifications given in Table No 9.1/1 of Specificationbook. Lugs: As per specification (CB-LG/AL, CB-LG/CU) mentioned chapter 7.9 & 7.10 Copper/Aluminium lugs as per specifications given in Table No 9.1/1 of Specification book.Construction :- Pit is to be dug of required dimension and depth for the earthing at site, and laying ofGalvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No 9.1/1 in Specificationbook. The earth connection to equipment/ switch gear and earthing electrode shall be connected asshown in the diagram and as per IS 3043 amended up to-date. The connections shall be made eitherby strip or double run of earth wire with drilling, welding, riveting, brazing and nut bolting to plate orpipe, where ever required in an approved manner. As far as possible continuous strip shall be used,but where ever jointing of strip is unavoidable, the overlap portion must not be less than 21/2 timesthe width of the strip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/riveting of adequate size with required washer and covered by anti-corrosive paint as per approvedjointing practice in the industry and as per directives from site engineer in charge. Pit shall then befilled with screened soil with alternate layer of coal and salt, and if, necessary brick masonry work (Where ever applicable) shall be done as specified in IS: 3043, with laying wires in PVC/ G.I. pipe andwatering arrangement as per diagram and covered with C.I. Cover ( Where ever applicable). Whereever requires or as specified by Site Engineer, a Test link shall be provided for facilitating the testingof resistance of earthelectrode.Testing :- The value of each earth electrode shall be measured by earth tester in presenceof site Engineer and record to be submitted

EA-EP

Material :- Earth Plate: Galvanised cast iron / Copper earth plate or G.I. pipe as perspecifications given in Table No 9.1/1 of Specification book. CI Cover: As per specificationsgiven in Table No 9.1/1 of Specification book. Earthing Conductor: Copper/G.Istrip/Annealed bare copper wire/G.l. earth wire of size as per specifications given in TableNo 9.1/1 of Specification book. GI Pipe: As per specification (CW-PLB/GP) mentionedchapter no. 17.5 for watering, and as enclosure for Earth wire, refer specifications given inTable No 9.1/1 of Specification book. Hardware: Screw / nut bolts with required washer ofdimensions, Rawl plug / clip/ ‘U’ nails and material as per specifications given in Table No9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications givenin Table No 9.1/1 of Specification book. as per specifications given in Table No 9.1/1 ofSpecification book. Lugs: As per specification (CB-LG/AL, CB-LG/CU) mentioned chapter7.9 & 7.10 Copper/ Aluminium lugs as per specifications given in Table No 9.1/1 ofSpecification book.Construction :- Pit is to be dug of required dimension and depth for the earthing at site, andlaying of Galvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No9.1/1 in Specification book. The earth connection to equipment/ switch gear and earthingelectrode shall be connected as shown in the diagram and as per IS 3043 amended upto-date. The connections shall be made either by strip or double run of earth wire withdrilling, welding, riveting, brazing and nut bolting to plate or pipe, where ever required in anapproved manner. As far as possible continuous strip shall be used, but where ever jointingof strip is unavoidable, the overlap portion must not be less than 21/2 times the width of thestrip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/riveting of adequate size with required washer and covered by anti-corrosive paint as perapproved jointing practice in the industry and as per directives from site engineer in charge.Pit shall then be filled with screened soil with alternate layer of coal and salt, and if,necessary brick masonry work ( Where ever applicable) shall be done as specified in IS:3043, with laying wires in PVC/ G.I. pipe and watering arrangement as per diagram andcovered with C.I. Cover ( Where ever applicable). Where ever requires or as specified bySite Engineer a Test link shall be provided for facilitating the testing of resistance of earth





CB-LT/AL

Material :- Cables: Cables shall be PVC / XLPE of aluminium conductor as per Table no.7/3 and of required construction, colour, shall carry ISI mark, IS No, manufacturer’s name,size, duly embossed / screen printed at every metre and having the total count ofprogressive length in meter at each mark. Earth wire: Galvanized Iron (G I) wire ofappropriate gauge as per Table No 7/1. Glands: As per specification (CB-GL) Lugs: Asper specification (CB-CL/AL) Saddles: Saddles fabricated from GI sheet of required gaugeand size depending on dia of cable either galvanized or painted with superior quality enamelblack paint with necessary shearing mechanical strength, semi circular shaped withextended piece having suitable holes for fixing. G I Strip: 22 g x 25 mm width G I Strip.Clamps: MS Clamps fabricated of required length and shape, having the size of 3/6 mmthick mild steel having 25/50 mm width (as per size of cable), rounded ends with wooden /resin cast grip for holding the cable. Identification tags: For identifying root, connectionposition GI strip with identification mark / name embossed / painted with arrangement to tieshould be fix on cable or arrangement of ferrulesto be done. Hardware: Sheet Metal (SM)screws of required sizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall beterminated with appropriate size & type of glands with lugs duly crimped, as directed by Siteengineer. b) Wherever the cable has to be bent, the turning radius shall be as mentioned inTable No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled withidentification name / mark at the point from where distribution starts and at ends. Bare earthwire of appropriate size as per Table no. 7/1 shall run along with the cable. Earth wirerunning with the cable shall be terminated at the earth terminal nearest to cable termination.Erection of Cable on Surface: Erection shall be done as per the routes and layout finalized,in perfect level and in plumb. Before fixing the cable shall be straightened as far as possiblefor good aesthetics look, continuous bare GI earth wire of required gauge as per Table No7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable andshall be fixed to wall with minimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm) Wooden gutties

GEN-DG

Material :- Diesel Generator set with continuous rating, 3 Phase, 415 V., 50 Cycles A.C.supply of specified capacity, comprising of totally enclosed air/water cooled diesel enginewith standard control panel & tool kit. Diesel Engine: The engine shall be of standarddesign of original manufacturers. It should be a totally enclosed air/water cooled Dieselengine with 4 stroke multi cylinders developing suitable BHP (As per Table 11/3) for givingpower rating of (As per table 11/3) at the load terminals of alternator at 1500 R.P.M., atarmature temperature of 400 C for height at 1000 Meter above M.S.L. at 50% R.H. Theengine shall be capable of delivering specified power at variable loads for P.F. of 0.8 (lag)with 10% over load available in excess of specified output for one hour in every 12 hours.The average load factor of the engine over period of 24 hours shall be 0.85 for poweroutput. The engine shall confirm to IS: 10000 and Amended up to date. The engine shall befitted with following accessories:- 1) Dynamically balanced fly wheel. 2) Necessary flexiblecoupling and guard for alternator and engine applicable 3) Lubricating oil cooler 4) Aircleaner Dry/Bath type 5) Lubricating oil pressure gauge 6) Lubricating oil filter withreplicable element 7) Dry exhaust manifold with suitable exhausts heavy duty residentialtype exhaust silencer and vertical hot air duct both logged with asbestos rope exhaustpiping of required length to reduce noise level. 8) 12/24 V. Electric starting equipmentcomplete with standard batteries, dynamo, cut-out, ammeter, necessary wiring, self starteretc. The system shall be capable of starting D.G. set within 20 to 30 second even in wintercondition with an ambient temperature down to 00 C. 9) Mechanical Governor of Class A2for up to and including 200 KVA capacity and electronic governor of Class A1 for capacityabove 200 KVA shall be provided as per standard design of manufacturer. Governor shallbe a self contained unit capable of monitoring speed. 10) Radiator 11) Daily fuel TankDaily fuel service tank of minimum capacity as per Table 11/1, below, fabricated from M.S.sheet with inlet, outlet connections air vent tap, drain plug and level indicator (gauge) M.S.fuel piping from tank to engine with valves, unions, reducers, flexible hose connection andfloor mounting pedestals, twin fuel filter. The location of the tank shall depend on standardmanufactures design. Engine Control Panel: Engine control panel should be fitted withfollowing accessories/indicators and shall have display:- • Start/stop key switch • Lube oilTesting :- Factory Testing: DG set shall be tested in presence of Engineer in charge or hisauthorized representative in the factory for following before dispatch; • Full load trial for 12hour. Fuel, lubricating oil, etc shall be arranged by the agency. • 10% overload trial for onehour within 12 hrs test. Certificates: • Manufacturer’s test certificates for Engine, Alternatorand of the set. • Necessary certificate for the engine model so selected along withcompliance of noise and emission norms as per latest CPCB guidelines for D.G. set shouldbe furnished from the manufacturer along with manufacturer’s technical details. •Permission from Electrical Inspector.





EA-EP

Material :- Earth Plate: Galvanised cast iron / Copper earth plate or G.I. pipe as perspecifications given in Table No 9.1/1 of Specification book. CI Cover: As per specificationsgiven in Table No 9.1/1 of Specification book. Earthing Conductor: Copper/G.Istrip/Annealed bare copper wire/G.l. earth wire of size as per specifications given in TableNo 9.1/1 of Specification book. GI Pipe: As per specification (CW-PLB/GP) mentionedchapter no. 17.5 for watering, and as enclosure for Earth wire, refer specifications given inTable No 9.1/1 of Specification book. Hardware: Screw / nut bolts with required washer ofdimensions, Rawl plug / clip/ ‘U’ nails and material as per specifications given in Table No9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications givenin Table No 9.1/1 of Specification book. as per specifications given in Table No 9.1/1 ofSpecification book. Lugs: As per specification (CB-LG/AL, CB-LG/CU) mentioned chapter7.9 & 7.10 Copper/ Aluminium lugs as per specifications given in Table No 9.1/1 ofSpecification book.Construction :- Pit is to be dug of required dimension and depth for the earthing at site, andlaying of Galvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No9.1/1 in Specification book. The earth connection to equipment/ switch gear and earthingelectrode shall be connected as shown in the diagram and as per IS 3043 amended upto-date. The connections shall be made either by strip or double run of earth wire withdrilling, welding, riveting, brazing and nut bolting to plate or pipe, where ever required in anapproved manner. As far as possible continuous strip shall be used, but where ever jointingof strip is unavoidable, the overlap portion must not be less than 21/2 times the width of thestrip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/riveting of adequate size with required washer and covered by anti-corrosive paint as perapproved jointing practice in the industry and as per directives from site engineer in charge.Pit shall then be filled with screened soil with alternate layer of coal and salt, and if,necessary brick masonry work ( Where ever applicable) shall be done as specified in IS:3043, with laying wires in PVC/ G.I. pipe and watering arrangement as per diagram andcovered with C.I. Cover ( Where ever applicable). Where ever requires or as specified bySite Engineer a Test link shall be provided for facilitating the testing of resistance of earth

SW-SWR/MCCBP

B

Material :- General Specifications • Panel boards shall be fabricated as per IS: 8623, IS:13947, IS: 2147. • PB’s shall be of IP – 31/41 degree of protection. • All the panel boardsshall be fabricated out of 1.6 mm thick CRCA sheet steel duly rust inhibited through aprocess of degreasing, pickling, phosphating & powder coating to an approved colour overprimer & shall be of the totally enclosed dust proof type suitable for floor / wall mounting. •Panel boards shall be fabricated in Modular type for coupling future system/MeteringModule/Add on Module, etc. • Bus bar shall withstand 25/35 KA short time current havingrating of 250 A/400 A respectively. Incoming Module: • Suitable for accommodatingincoming Three/Four Pole MCCB upto 400 A with preformed copper interconnections.Outgoing Module: • Suitable for mounting Single/Three/Four Pole MCCB’s upto 250 A. •Copper bus bar of specified rating with shielded by transparent polycarbonate shrouds withextention tags and with adequate space for termination of cables onto MCCB’s. Material:Panel Board: ISI marked as per IS 8623, of specified ways (poles), wall / floor mounting,suitable for 415 V. Hardware: MS nuts & bolts, washers, etc.Construction :- Panel board shall be erected at designated location and directed by siteengineer and terminating the provided wires/cables by lugs (crimping type) and connectingthe same.





CB-LT/CU

Material :- Cables: Cables shall be PVC / XLPE with Copper conductor as per Table no. 7/3and of required construction, colour, shall carry ISI mark, IS No, manufacturer’s name, size,duly embossed / screen printed at every metre and having the total count of progressivelength in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gaugeas per Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification(CB-CL/CU) Saddles: Saddles fabricated from GI sheet of required gauge and sizedepending on dia of cable either galvanized or painted with superior quality enamel blackpaint with necessary shearing mechanical strength, semi circular shaped with extendedpiece having suitable holes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MSClamps fabricated of required length and shape, having the size of 3/6 mm thick mild steelhaving 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI stripwith identification mark / name embossed / painted with arrangement to tie should be fix oncable or arrangement of ferrulesto be done. Hardware: Sheet Metal (SM) screws of requiredsizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall beterminated with appropriate size & type of glands with lugs duly crimped, as directed by Siteengineer. b) Wherever the cable has to be bent, the turning radius shall be as mentioned inTable No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled withidentification name / mark at the point from where distribution starts and at ends. Bare earthwire of appropriate size as per Table no. 7/1 shall run along with the cable. Earth wirerunning with the cable shall be terminated at the earth terminal nearest to cable termination.Erection of Cable on Surface: Erection shall be done as per the routes and layout finalized,in perfect level and in plumb. Before fixing the cable shall be straightened as far as possiblefor good aesthetics look, continuous bare GI earth wire of required gauge as per Table No7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable andshall be fixed to wall with minimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm) Wooden gutties

SW-SWR/MCCB

Material :- General Specifications for MCCB’s • MCCB’s should comply with IS 13947 part-2, IEC (6094) and IEC 60947-3 & IEC 60947 part – 2. • The MCCB shall be suitable foruniversal mounting i.e. the load/line shall be interchangeable with shrouded incomingcontacts. • The MCCB shall be suitable for minimum operating voltage of 415V. • Thethermal setting shall be adjustable from 64 % to 100% of its normal current. • The magneticsetting shall be adjustable from 3.5 to 10 In (normal current). • Trip reset should beavailable Manual / Automatic. • Isolator switches for electronic circuits to open the MCCBautomatically. • The MCCB’s must house transparent label holder to ensure circuitidentification. • The MCCB’s must have fully insulated safety shutters. • Overload Zoneadjustable from 0.4 to 1 in with line (For 630 amp & above MCCB) • Short circuit Zoneadjustable from 1.5 to 10 In with time. Material : 3 pole or 4 Pole MCCB Moulded casecircuit breaker. Fixed version– front Terminals with current rating & breaking capacity asbelow: i. 63 A to 125 A - 15 KA ii. 160 A to 250 A - 35 KA iii. 300/400 A - 35KA iv. 630 A - 70 KAConstruction :- 3 pole /4 pole MCCB shall be erected in provided enclosure & connectedwith provided leads/strip on incoming & out going site complete

SS-AS/FSG

Material :- Fabrication material: ISI mark 50x50x6 mm angle iron, Iron studs/Spikes 10 mmthick with arrow head, 25x6 mm MS flat iron. Chain link Jali: Jali made from hard GI wire 10SWG/3.26 mm dia. Foundation material: Cement, Sand, Water. Paint: Aluminium paint, Redoxide.Construction :- The fencing shall be fabricated as per drawing. The fencing section shall be1800 mm in height from finished ground level and 1500 mm in width. The square jali shallbe welded from inside of the angle iron frame measuring 2200mm (1800 mm for fencingframe + 400 mm for embedding in cement concrete foundation) in height and 1200 mm inwidth. On top the frame iron studs of minimum 150 mm in height with arrow head shall bewelded with spacing of minimum 300 mm. Supports made from MS flat iron shall bewelded width wise on the top the jali from inside the frame at top, middle and at the bottom.The entire structure shall be erected in plum. After the entire fabrication, fencing shall bepainted with one coat of red oxide and two coats of aluminium paint. (Overall size of doorsshall be 1800 mm height x 3000 mm wide)





SS-AS/DLD

Material :- GI Pipe: ISI mark, 25 mm diameter as per (CW-PLB/GP) for chapter 17.5Fabrication material: ISI mark 45x45x5 mm angle iron, Iron studs/Spikes 10 mm thick witharrow head. Channel iron: ISI mark 100x 50mmx 5mm. Chain link Jali: Jali made from hardGI wire 10 SWG/3.26 mm dia. Foundation material: Cement, Sand, Water. Paint: Aluminiumpaint, Red oxide.Construction :- The fencing shall be fabricated as per drawing. The door section shall be1800 mm in height from finished ground level and 1200 mm in width. The door frame shallbe fabricated from B class GI pipe 25 mm in diameter, with chain link jali welded into theframe. The jali shall be supported with cross bracing the 45x45x5 mm angle. The door shallbe supported to the channel with hinges welded to door frame and the channel. On top theframe iron studs of minimum 150 mm in height with arrow head shall be welded withspacing of minimum 300 mm. The total length of the channel shall be minimum 2200 mm.The channel shall be embedded in cement concrete foundation. The doors shall havelocking arrangement for restricting unauthorized entry and the lock shall be with minimum 6levers with duplicate keys. The entire structure shall be erected in plum. After the entirefabrication, fencing shall be painted with one coat of red oxide and two coats of aluminiumpaint.





CB-LT/CU

Material :- Cables: Cables shall be PVC / XLPE with Copper conductor as per Table no. 7/3 and of required construction,colour, shall carry ISI mark, IS No, manufacturer’s name, size, duly embossed / screen printed at every metre and havingthe total count of progressive length in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gauge asper Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification (CB-CL/CU) Saddles: Saddles fabricatedfrom GI sheet of required gauge and size depending on dia of cable either galvanized or painted with superior qualityenamel black paint with necessary shearing mechanical strength, semi circular shaped with extended piece having suitableholes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MS Clamps fabricated of required length and shape, havingthe size of 3/6 mm thick mild steel having 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI strip with identification mark / nameembossed / painted with arrangement to tie should be fix on cable or arrangement of ferrulesto be done. Hardware: SheetMetal (SM) screws of required sizes, plugs / wooden gutties, etc. Construction :- General: a) Irrespective of method of construction the cable ends shall be terminated with appropriate size &type of glands with lugs duly crimped, as directed by Site engineer. b) Wherever the cable has to be bent, the turning radiusshall be as mentioned in Table No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled with identification name / mark at the point fromwhere distribution starts and at ends. Bare earth wire of appropriate size as per Table no. 7/1 shall run along with the cable.Earth wire running with the cable shall be terminated at the earth terminal nearest to cable termination. Erection of Cable onSurface: Erection shall be done as per the routes and layout finalized, in perfect level and in plumb. Before fixing the cableshall be straightened as far as possible for good aesthetics look, continuous bare GI earth wire of required gauge as perTable No 7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable and shall be fixed to wall withminimum 50 x 8 mm SM screws with plugs/wooden gutties, etc.(Distance between two supports / saddles shall be maximum 450 mm). Wooden gutties shall be used wherever required(Especially for stone wall).The entries made in wall, floor slab, etc for laying the cable shall be made good by filling andfinishing with plastering the same. Erection of Cable on Trusses: Cable along with bare GI earth wire, while erecting ontrusses, shall be firmly clamped by wrapping GI strip of 22 g, 25 mm width of required length fixed to truss with nuts andbolts. Erection of Cable on Pole: Cable along with bare GI earth wire, while erecting on pole, shall be firmly clipped bysuitable wooden / epoxy resin cast grips, clamped with 25 x 3 mm or50x6 mm MS strip of required lengthand fixed to polewith nuts and bolts. Laying of Cable in provided Trench/Pole: While laying Cable along with bare GI earth wire, utmost careshall be taken to prevent damage to the insulation of the cable and to the open end. Cable shall be brought out from trenchvertically straight (minimum 1.0 metre above G L). Care shall be taken to inspect the trench so that depth of cable shall notbe less than as shown in Table No 7/4. Suitable size of cable loopsshall be provided near termination point at adequate

EA-EPP

Material :- GI Pipe: As per specification no. (CW-PLB/GP) mentioned chapter 17.5; 1. 50mm dia x 3 meter long (In place of traditional GI pipe Earthing), for LV / MV applications. Or 2. 80 mm x 3 meterlong (In place of traditional copper plate Earthing), for HV/EHVapplications. Earthing Conductor: G.I strip/GI earth wire of size as per specifications given in Table No 9.1/1 ofSpecification book. GI Pipe: As per specification no. (CW-PLB/GP) mentioned chapter 17.5 for watering and asenclosure for Earth wire, as per specifications given in Table No 9.1/1 of Specification book. Hardware: Screw /nut bolts with required washer of dimensions, Rawl plug / clip/ ‘U’ Nails and material as per specifications given inTable No 9.1/1 of Specification book. Filling material: Coal /Charcoal/ salt as per specifications given in Table No9.1/1 of Specification book. as per specifications given in Table No 9.1/1 of Specification book. Lugs: As perspecification no. (CB-LG/AL, CB-LG/CU) mentioned in chapter 7.9 & 7.10 for Copper/ Aluminium lugs and as perspecifications given in Table No 9.1/1 of Specification book.Construction :- Earthing Pipe in pipe technology with ancillary materials shall be done by digging an 8” / 10” diahand bore 10.5’ deep sufficient to install the electrode in normal soil conditions. The space between the soil andthe electrode is filled up with electrolyte material mixed with the dug out mother soil, along with water and tightlypacked up to the base of the terminal. In rocky areas and under hard soil and sandy soil conditions the method ofinstallation will be as specified by manufacturer. Installation shall include drilling, welding, reverting, brazing andnut bolting pipe when ever required in an approved manner with required material such as nut bolts and washeretc. and with necessary brick masonry work as per the specification. (As per IS 3043 amended up to-date). As faras possible continuous GI strip shall be used but when ever jointing of strip is un avoidable, the jointing over lapportion must not be less than 21/2 times the width of the strip either welded/ brazed/soldered by all sides oroverlap of 6 inch with two nut bolts/ riveting of adequate size with required washer and covered by anti corrosivepaint as per approved jointing practice in the industry and as per directives from site engineer in-charge.Testing :- The value of each earth electrode shall be measured by earth tester in presence of site Engineer andrecord to be submitted.

Sub Estimate No III- Street Light works Sector 12 OF PCNTDA





SW-SWR/MCB

Material :- General Specifications for MCB’s • MCB’s shall be of current limiting type, ISI marked confirms to IS8828 – 1996. • The power loss per pole shall be low and shall be in accordance with IS 8828 – 1996. • All cableentries shall be either from bottom or top. MCB’s shall be of C- curve characteristic & shall have quick make &break non-welding self wiping silver alloy contacts for 10 kA short circuit both on the manual & automaticoperation. • All the active, live parts of MCB’s should be out of human reach, ensuring safety & confirms to IP: 55degree of protection. • The MCB’s must house transparent label holder to ensure circuit identification. • TheMCB’s must have fully insulated safety shutters. • The MCB’s shall have lockable switching lever. • The Minimumelectrical endurance shall be 20,000 operations. • The housing of the MCB shall be mounted self-extinguishingDMC (Dough Moulding Compound). • The short circuit Current shall be brought to zero within 4 to 5 millisecondsfrom the time they are established. • All MCB’s shall have a minimum short circuit Capacity of 10kA RMS. Material: Single Pole / Single pole with Neutral / Double Pole / Triple pole / Four pole: MCB, ISI marked as per IS 8828 :1996 (IEC 60898) with hammer trip and watch mechanism15 arc plates,10 KA capacity with nominal rating of240/415V. Lugs: Copper lugs of suitable size as per (CB-CL/CU) in chapter 7.10 for Cable.Construction :- MCB shall be erected in provided enclosure / distribution board and terminating the provided wiresby copper lugs (crimping type) and connecting the same.

CB-LT/AL

Material :- Cables: Cables shall be PVC / XLPE of aluminium conductor as per Table no. 7/3 and of required construction,colour, shall carry ISI mark, IS No, manufacturer’s name, size, duly embossed / screen printed at every metre and havingthe total count of progressive length in meter at each mark. Earth wire: Galvanized Iron (G I) wire of appropriate gauge asper Table No 7/1. Glands: As per specification (CB-GL) Lugs: As per specification (CB-CL/AL) Saddles: Saddles fabricatedfrom GI sheet of required gauge and size depending on dia of cable either galvanized or painted with superior qualityenamel black paint with necessary shearing mechanical strength, semi circular shaped with extended piece having suitableholes for fixing. G I Strip: 22 g x 25 mm width G I Strip. Clamps: MS Clamps fabricated of required length and shape, havingthe size of 3/6 mm thick mild steel having 25/50 mm width (as per size of cable), rounded ends with wooden / resin cast gripfor holding the cable. Identification tags: For identifying root, connection position GI strip with identification mark / nameembossed / painted with arrangement to tie should be fix on cable or arrangement of ferrulesto be done. Hardware: SheetMetal (SM) screws of required sizes, plugs / wooden gutties, etc.Construction :- General: a) Irrespective of method of construction the cable ends shall be terminated with appropriate size &type of glands with lugs duly crimped, as directed by Site engineer. b) Wherever the cable has to be bent, the turning radiusshall be as mentioned in Table No 7/2. Grouping of cables shall be done with adequate distance between cables asmentioned in IS so as to minimize de-rating. Cables shall be tagged/ferruled with identification name / mark at the point fromwhere distribution starts and at ends. Bare earth wire of appropriate size as per Table no. 7/1 shall run along with the cable.Earth wire running with the cable shall be terminated at the earth terminal nearest to cable termination. Erection of Cable onSurface: Erection shall be done as per the routes and layout finalized, in perfect level and in plumb. Before fixing the cableshall be straightened as far as possible for good aesthetics look, continuous bare GI earth wire of required gauge as perTable No 7/1 shall be run. Cable with G I wire shall be fixed by saddles firmly clipped on cable and shall be fixed to wall withminimum 50 x 8 mm SM screws with plugs/wooden gutties, etc. (Distance between two supports / saddles shall bemaximum 450 mm). Wooden gutties shall be used wherever required (Especially for stone wall).The entries made in wall,floor slab, etc for laying the cable shall be made good by filling and finishing with plastering the same. Erection of Cable onTrusses: Cable along with bare GI earth wire, while erecting on trusses, shall be firmly clamped by wrapping GI strip of 22 g,25 mm width of required length fixed to truss with nuts and bolts. Erection of Cable on Pole: Cable along with bare GI earthwire, while erecting on pole, shall be firmly clipped by suitable wooden / epoxy resin cast grips, clamped with 25 x 3 mmor50x6 mm MS strip of required lengthand fixed to pole with nuts and bolts. Laying of Cable in provided Trench/Pole: Whilelaying Cable along with bare GI earth wire, utmost care shall be taken to prevent damage to the insulation of the cable andto the open end. Cable shall be brought out from trench vertically straight (minimum 1.0 metre above G L). Care shall betaken to inspect the trench so that depth of cable shall not be less than as shown in Table No 7/4. Suitable size of cableloopsshall be provided near termination point at adequate depth. Erecting cable in constructed Trench / duct: Erection of

SW-SWR/MFP

Material :- Incoming Isolator: 200 A Four Pole MCCB with 35 kA SC rating CRCA Sheet: 14 gauge Fabrication: Angle iron of required size.Bus bar strip: Aluminium strips with colour coding heat shrinkable sleeves Insulators: Bus bar insulators (Porcelain/Epoxy) Gasket: Rubber /Neoprene gasket Red Oxide: Red oxide paint /Primer Paint: Superior quality Enamel paint Hardware: MS nut bolts of required size andlength. MS Hinges, Self locks for door. Danger Board: Danger notice in Marathi & English Foundation material: Cement, Sand, water.Construction :- The mini feeder pillar shall be fabricated from 14 SWG CRCA sheet. The size of the chamber shall be 75 cm in height, 50cm in width and 35 cm in depth. The top cover (50 cm in width and 30 cm in depth) shall be fabricated in such a manner so as to haveslope on all four sides. The slope shall start at the centre of the chamber. Front door of the feeder pillar shall have self locking arrangement(minimum two) and shall be fixed as directed by the site engineer. The door shall be made water proof by fixing the rubber / neoprenegasket on the inner side. Necessary provision for ventilation shall be made on both side of feeder pillar chamber. These shall be completewith welded non ferrous metallic mesh so as to make it vermin proof. The entire fabricated chamber shall be fixed frame made from50x50x5 mm angle iron. Dimensions of the frame shall be as per the size of the frame and the depth of the legs shall be 50 cm. Theextended portion of the leg of frame shall be covered on all four sides with 14 SWG CRCA sheet duly fixed with suitable size of MS bolts &nuts. The chamber shall have removable bottom plate at the end of the frame, with holes of suitable diameter for incoming and outgoingcables. Four numbers of aluminium bars of 40 x 5 mm cross section with 35 cm in length for three phases & neutral duly covered withcolour coded PVC heat shrunk sleeves or covered with PVC insulation tapes with colour coding, shall be fixed inside the chamber onporcelain / epoxy insulators in staggered manner so as to facilitate the connections of cable leads. (Minimum two insulators shall beprovided), with main cable socket to each bar. The provided Four Pole MCCB of 500 V 200 A rating, shall be fixed on mounting made fromCRCA sheet at the bottom for terminating the incoming cable. The feeder pillar chamber door shall be fixed with enamel iron G.I. Sheet 18gauge caution board of size 200 mm x150 mm or have sticker pasted, as per I.S.2551 of 1982. The entire feeder pillar thus fabricated shallbe erected in cement concrete foundation (with excavation of soil) with 4 numbers of suitable size foundation bolts. The minimumdimensions of the cement concrete foundation shall be 60 cm in width, 50 cm in depth and 30 cm height.





CB-SB

Material :- Box: 16 gauge CRCA sheet / FRP type with mounting arrangement for kitkat / MCB Bakelite connectors: Bakeliteconnector of 2/4 ways, 32A, 250 V. MS Clamps: Clamps fabricated of required length and shape, of 3 mm thick mild steelhaving 40 mm width. Hardware: 10 mm mild steel nuts and bolts. Paint for CRCA box: Superior quality aluminum / silverpaint or required shade enameled paint as per the requirement of site engineer. Primer / Red oxide: Superior quality primer /red oxide for use on sheet metal. Construction :- CRCA Sheet metal boxes: Box shall be fabricated from 16 gauge CRCA sheet as per dimensions specifiedin item, with minimum 3 mm fold on front side of the box so as to make it water proof (Rubber beading / gasket shall bepasted on the edges /asbestos rope beading). Edges of front cover shall be folded in such a manner so that it shall coverthe front opening of the box. The front cover shall be fixed either by screws or be hinged (as per requirement), with self-locking arrangement. There shall be provision of fixing connector / porcelain kitkat fuse / single pole MCB, inside the box.Provision of two holes of minimum 10 mm dia. for fixing bolt of clamp and one hole of required dia. for PVC wire leads, shallbe made at the rear side of the box and provision for holes of required dia. at bottom for fixing the cable gland of incomingand outgoing cables. Box shall have earth terminal. Box shall have anti rust treatment and be painted with two coats of redoxide and finally two coats aluminum / silver paint. Rubber gasket shall be provided for making the box watertight. Unlessand otherwise specified, the mounting height of the box shall be minimum 1750 mm from the finished ground level forfacilitating easy maintenance. FRP boxes: FRP boxes manufactured with minimum wall thickness of 2.7 mm either gray orblue in colour, having provision for fixing either porcelain kitkat fuse or Single pole MCB, 4 way bakelite connector, and withprovision of two holes of minimum 10 mm dia. for fixing bolt of clamp and one hole of required dia. for PVC wire leads, shallbe made at the rear side of the box and one hole of required dia. at bottom to for fixing the cable gland of incoming andoutgoing cables. The front cover shall be hinged, with locking arrangement and lock and key. The mounting height of thebox shall be minimum 1750 mm from the finished ground level for facilitating easy maintenance. Wherever required fixing ofbox shall be done with MS clamps of required length, so as to hold pipe pole / RSJ pole and shall be duly painted inapproved manner.

SRN-AS/PTG

Material :- Surface cleaning material: Iron brush and emery paper. Paint & Red Oxide:Epoxy red oxide, Epoxy Enamel paint, and Special thinner for painting.Construction :- Scrapping the existing paint of outer and inner surface of the weather shade with cleaning powder(Shade having an area of 3.5 Sq. mtr approx. on one side) and applying one coat of special primer red oxidemixed in special type thinner (844)in 1:3 proportion. After curing time of 6 hours, apply two coats of epoxy air drypaint (anticorrosive) of approved colour mixed in special type thinner complete (the job is to be carried out onsite).




Project 3:- Construction Of Affordable Housing Project 3234 EWS-A Type Dwelling Units In Sector 12 Of PCNTDA VOLUME-II PCNTDA


LIST OF APPROVED MATERIALS

Sr. No

ITEMS PCNTDA

MAKE/BRANDS

1

PVC Rigid. Conduits / PVC Trunking (Casing-n-Capping )

Polycab Precision Modi

2

PVC Copper wires FR/FRLS grade

Havells RR Kabel Ultracab Anchor Polycab

3

MCB ( All Poles), ELCB ( All Poles) , RCCB (All Poles) ,

C & S Hager Legrand Precision

4

MCB Distribution boards


5

Ring Main Unit

C & S Siemens Jyoti Electric

6

Lifts

Schindler Kone Otis Omega

7 ACB, MCCB (All poles) , MCCB Distribution

boards,


8

LED Surface / Recessed type indoor fittings & Outdoor fittings.

Bajaj Philips Havells Panasonic

9

Ceiling Fans, Exhaust Fan , Bracket Fan, Wall mounting Fans

Bajaj Usha Havells

10 Wiring accessories :- modular type switches ,

sockets , ceiling rose and accessories.

Anchor Havells Legrand Precision Polycab

11

LT PVC / XLPE armoured aluminum / copper cables

RR Kabel Finolex Havells Ultracab

12

HT Cables

Ravin Polycab Finolex

13

HT Cable Termination

Raychem M seal 3M Compac Safe kit Grip Sea

14

Lugs Dowells

Comment

15

HT Switchgear

L&T Tade Powertech ABB C & S

16

Transformers

Silverline Kirloskar Drona

17

DG SET

Ashoke Leylayd Cater Piller C & S Sterlling

18

UPS

Emerson Neowatt Hitachi

Project 3:- Construction Of Affordable Housing Project 3234 EWS-A Type Dwelling Units In Sector 12 Of PCNTDA VOLUME-II PCNTDA


19

LT Power Contractors

Siemens Legrand ABB L&T

20

Capacitors

L&T Shreem Subodhan Vishay

21

Street light/ High Mast Octagonal Pole

Valmount Philips Bajaj Crompton

22

A.T.S.

Havells Standard BE Switch

23

Pumps

CRI Groundfos Kirloskar

24

Solar f lat plate collector

Tata Solar Recold Sudarshan

25

Panal

Shree Enineering MK Electrical Mumbai Siemens ABB

26

Water Pump

Crompton CRI Kirloskar

27

DWC Pipe

KPT DE

28

MDF/ Patch Panel and cable

D-link CISCA TP-Link

29

Telephone

Panasonic B-tell Samsung

30

Solar PV System

Polycab Tata Relyon Solar

Note: Make of all the electrical accessories and electrical items will be finilised by Executive engineer (Electrical) only. Make other than above listed items if required, prior approval from Executive Engineer (Electrical), PCNTDA will be

mandentory

Sr.No. ITEM USED IN ESTIMATE -SECTOR 12

Internal Point Wiring

1 PVC Casing-n-Capping

2 PVC Conduit

3 Cable Tray

4 FR grade point wiring cable

5 FR grade point wiring cable with yell or green mark for earthing

6 Moduler Switches

7 Moduler Sockets

8 16/20 A Moduler Switch & Socket

9 TV Socket

10 Telephone Sockets

11 Step Regulattor

12 Blanking Plates

13 Moduler Switch boxes/ Surface Box

14 Internal point wiring for electrical points

15 Internal point wiring for plug on board points

16 Internal point wiring for plug on fan points

17 Telephone Cable

18 TV RG- 11 Co-Axial Cable

19 Ding Dong Bell

20 LED T8 tube light

21 Ancher Fastener Fan Hook

22 SP MCB/ TPN MCB, FP MCB

23 RCCB

24 SPN & TPN DB

25 CRCA Sheet for Meter Panel

26 Cupper Earth Plate

27 Lightning Arrestor

28 GI Strip for earthing

29 Energy Meter

Sub Estimate No II, III & VI - Internal point Wiring, HT & Infra Works, Street light





30 Cu -BusBar Chember

31 Lift

32 Solar Photovoltic panel system

33 Fire Alarm system

34 Manual Call point

35 Fire Hooter

36 Fire Cable

37 FACP fore panel

38 Local Signal Control Panel

39 CCTV System

40 Cat- 6 Cable

41 Gigabit PoE Switch

42 UTP Connector (RJ-45)

43 Digital pure sine wave inverter for CCTV

44 TUBULAR Battery with terminals

45 Wall Mount Rack (

46 hard disk for data storage

47 LED Full HD Screen

48 NVR

49 Camera

HT and Infra Works

1 RMU

2 Transformer

3 HT Cable

4 HT Out door Termination

5 HT Indoor Termination

6 Straight through

7 Half Round RCC Hume pipe for HT Cable

8 RCC Hume pipe for road crossing





9 CRCA Sheet for feeder piller

10 Air Circuit Breaker

11 BusBar Chember

12 Copper and GI Earthing for nutral and body of equiment

13 CT Meter

14 transformer Plinth

15 Concrete

16 Cu/ GI Strips

17 LV Cable

18 HRC Fuge Cartridge

19 Diesel Generator

20 earthing for generator

21 AMF panel

22 MCB, MCCB

23 RCC Chambers for LV Cabling

24 Power Demand Panel

25 Fencing for substation

26 angle corner

27 substation door/ gate

28 Instruction Chart

29 rubber hand gloves

30 FIRE Bucket31 first aid box with necessary antisepticcream in substation32 D.C.P. type Fire Extinguisher33 Carbon Dioxide (CO2) fire extinguisher34 ATS35 MSEDCL SUPERVISION CHARGES36 HT LIASIONING &TESTING CHARGES

Street Light1 9 m hight street light pole2 Cable for light3 Cable between teo poles4 LED light fied on street light pole5 Pole bracket6 M-20 Pole foundation7 GI Pipe for Earthing8 Main cable for feeder piller9 FRP box

10 Energy meter for Street light




List Specification

Supplying, installing, Commissioning and testing of MRL TYPE Elevators, 16 passenger capacity,Ground+13 upper Floor in Sector 12- Affordable housing Project Under PMYA Building at PCNTDA- Pune as per following specifications.Product: MRLDetails: MRLClear headroom from last stop FFL to overhead slab soffit- 4500 mm bottom pit depth- 1800 mmCapacity:1088Kg, 16 passenger. speed( mps):1.50 mps RISE(M):35.00Meters approx.STOPS:11 Stops with ( all opening on the same side ).Controller type :.Drive : VF Regenerative ( Closed loop ). Power Supply: 400/415 Volts(3 phase A.C.). Operation: Full Collective operation. PLC ControlCar Group : Simplex Car . Machine: PM Gearless.Car Finish : Rear Mid panel =Stainless Steel*4 (Hairline) Rear Corner panel =Stainless Steel*4 (Hairline) Side panel =Stainless Steel*4 (Hairline)Front panel =Stainless Steel*4 (Hairline) False Ceiling type : LED with blowersFalse ceiling Finish : Stainless steel mirror Finish. Ventilation: blowersHand Rails. : Stainless steel mirror Finish handrail on Rear car panels.Flooring: Granite.Car Door Finish: Stainless steel*4(Hairline ). Landing Door Finish: Stainless steel*4(Hairline ). Fire Rated Doors: Fire Rating- 60 mins.shaft available Dimension( W x D ).2000 mm W x2500 mm D.Car Dimension ( W x D x H ) mm :1200mm W x2100 mm D x2150 mm H.Car & Hoist way Door type : Auto Telescopic Right or Left opening Doors. (possible viewing window with 2/3rd glass panel in doors)Door Opening ( W x H- mm ) : 1000 mm W x2000 mm H.Door operator: AC/DC Door Operator with close loopCOP : braille micro push buttons in ss finish with LCD displayHall Fixtures. : flush ss plate with dadoHall Fixture ( Face Plate ) : Stainless Steel*4 (Hairline). Hall Buttons arrangements : Hall Buttons with HPl. Standerd Features. : Anti-nuisance Car Call protection, Overload Device, Nudging, Emergency Firemen's Service,

Emergency Car lights unit, Infrared Curtain Door protection, Door time Protection, Emergency Alaram Button, manual Rescue operation ,Auto Fan Cut Off, additional emergency rescue system inside car in the emergency after failure of ARD system and DG setOption Included. : Car Chime Automatic Rescue operation, Voice Synthesizer, intercom, Audible Car Call Button, Emergency Power operation with necessary permission of Lift Inspector




Floors DU / Floor13 12

Activity / SubactivityContract % /

FloorRelease %

Release % as per contract

Remark

RCC in Superstructure 3.00% 97% 2.84%For work above Terrace 52% 1.58%

RCC in Superstructure for Entire Bldg 38.50%

Flooring, Skirting, Dado, Internal Painting, Door & Windows, Railing, Fire Door

2.00% Release %Release Amt

(Rs.)Flooring 0.47% 95%Skirting 0.05% 95%

Staircase + Common passages flooring 0.20% 95%Dado 0.11% 95%

Door Frame 0.28%Door Frame Painting 0.04%

Flush Door Shutter 0.07% 95%Balance Amt after successful completion

of these itemsFlush door fixtures, painting and fixing 0.01%

PVC Door Frame & Shutter 0.13% 95%Balance Amt after successful completion

of these itemsPVC Door fixtures 0.02%

Window Frame & Shutter 0.24% 90%Balance Amt after successful completion

of these items

Window Painting & Glazing and fixtures 0.03%Internal Painting - Putty 0.15% 90%

Internal Painting - First Coat 0.04% 90%Internal Painting - Final Coat 0.04% 90%

Railing 0.07% 95%Fire Door 0.05% 95%

2.00%Flooring, Skirting, Dado, Internal Painting,

Door & Windows, Railing, Fire Door for entire bldg

22.00%

N.A.

EWS A. LIG A and B-Percentage Breakdown Schedule for Sub Estimate V & VI (Buildingwise)

N.A.N.A.

Steel cutting, binding and placing in position if it is to be considered for

payment, the split of RCC amount will be concrete 50% and steel 50%.

N.A.

N.A.

Balance Amt after successful completion of these items




Activity / SubactivityContract % /

BldgRelease %

Release Amt (Rs.)

Remark

Water Proofing, External Plaster, External Painting

3.75%

Water Proofing WC Bath Balcony 0.24% 90%Water Proofing Top Terrace 0.30% 90%

Water Proofing O H Tank 0.01% 80%External Plaster 0.55%

External Painting Prime Coat 0.30% 90%External Painting Base Coat 0.40% 90%External Painting Final Coat 0.45% 90%

Kitchen Otta + Dado 1.50% 90%Balance Amt after successful completion

of these items3.75%

Internal Electrification, Sanitary, Water Supply, firefighting, Solar Water

22.50%

Internal Electrification Conduiting 1.50% 90%Internal Electrification Wiring & Swithces 3.35% 90%

Common Area Electrification 1.00% 90%Drainage & Rain water Piping 1.00% 90%

Sanitary Fitting 1.20% 90%Water Supply Lines 1.50% 90%

Water Supply Fittings 1.25% 90%Firefighting Lines 0.28% 90%

Firefighting Fittings, pumps 0.42% 80%Solar Panels (Electrical) 1.50% 80%

Solar Panels (Hot Water) 2.50% 80%Solar related plumbing & fittings 1.50% 80%

Lift 5.50% 70%22.50%

After part completion & Handing over entire building to employer

4%

After Virtual Completion of project 1%Note : 5 years comprehensive AMC from handing over the possession is included in the contract for following items. 1. Elevators, 2.

STP, 3. Water and Fire Pumps

Balance amount after successful water tightness test

Balance amount after successful testing & trial run

Balance amount after successful water tightness test

N.A.

Balance amount after successful testing




pimpri chinchwad new town development authority … · 2021. 1. 25. · officer, pimpri chinchwad...

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