2015.01.02-to ie(unihorn)-l-1144 - preparing & submitting preliminary estimate of safety items...

~ v ~O ~~eptember 2014

-1) nvll[IIA~ale

MAPEX INFRASTRUCTURE PRIVATE LIMITED Registered Office Arihant Building 2 Floor 53A Mirza Ghalib Street

Kolkata 700 016 West Bengal India a (033) 2227 6284 I 85 Telefax (033) 2227 6229 bull Email miplmapexemascom

Ref No MAPEXOampM1500L-114415 Date 2nd January 2015

To The Independent Engineer UNIHORN INDIA PVT LTD Co Bankim Timber Works (Amar Swapna) Opposite of Jaguar Shop Near Purvasha Bus Terminal Alisha G T Road Post - Joteram Burdwan - 713 101 West Bengal For the attention of Er V K Slzrivastava

Team Leader Dear Sirs

OPERATION AND MAINTENANCE OF NEWLY CONSTRUCTED NH-2 FROM PANAGARH

TO PALSIT IN THE STATE OF WEST BENGAL

Subject- Preparing and Submitting Preliminary Estimate of Safety Items as Discussed in CGM Meeting at Kolkata on 9th July 2014

The following letters refer 1 Your letter number UnihomNHAINH-20ampMIC-32014324 dated 8th August 2014 2 NHAI letter number 1201812013PIU(DUP)1902 dated 22nd Julv 2014 3 MoM held at Office Chamber of Chief General Manager (Tech) Kolkata dated 9th July 2014

In response to your letter under reference (1) above we would like to bring your kind attention that many points have been discussed in the Meeting at Office Chamber of Chief General Manager (Tech) Kolkata on 9th July 2014 In order to minimize road accident and following remedial measures have been suggested to adopt these preventive measures at the earliest on National Highway Con-idor at the first instant Widening will be taken considering the future provision related to six lanning activity and where unauthorised parking of trucks to be accommodated to avoid highway accident

Accordingly we have prepared the estimate based on Schedule of Rates PWD West Bengal published in 1st July2014 for your kind review and point-wise are as followsshy

(i) Speed Limit Signage (SOKmjHr) The revised Rate analysis of speed limit signages amounting

Rs 13065600 already been forwarded at your good office r letter referenced MAPEXOampM1500L-106214

alysis for Signages for accident prone area is s 15362900

Continued to [Page-2]

Operations amp Maintenance Unit ViiI amp Post - Ajhapur(Highway) Mosagram Burdwan -713 401 West Bengal India

iii (0342) 2261626 2261631 Telefax (0342) 2261632

Ref No MAPEXOampMj1500jL-1l4415 Date 2nd January 2015 Subject Preparing and Submitting Preliminary Estimate of Safety Items as Discussed in CGM Meeting at

Kolkata on 9th July 2014 Page 2

[Page-21

(iii) Rumble Strips The rumble strips will be provided at identified cross road locations and rate analysis has been carried out and cost is Rs 87391160

(iv) Widening of Shoulder To avoid unauthorisedillegal parking of trucks at identified locations along the main carriage way the estimation has been done for widerting of shoulder and amount is Rs 24794344600

In this regard we wish to bring your kind knowledge that while preparing the estimate for widening of the shoulder we have considered the average height is 2meter from FRL of shoulder edge upto Existing Ground Level It may please be noted that considering the different identified locations for widening of shoulder along the Main Carriageway may affect the change of depth locations and consequently the cost estimate may differ

(v) Provision of Blinker at Non-Signalized Junctions Accident Prone Area The Rate analysis done for Solar Blinker to be provided non

signalized junction accident prone area and amount is Rs 38448000

Besides item number (vi) amp (vii) as mentioned in your letter under reference (1) abOVE we naVE

already expressed the matter to you and consideling the viability as well as criticality for providing additional median opening and shifting of median openings we ~re preparing the strip chart for further discussion and estimate may be carried out only after getting necessary approval of the drawing from your end

It may kindly be appreciated that regarding improvement of road safety for highway users as asked for is an additional work and required additional cost A copy of MoM dated 9th July 2014 is being enclosed herewith for your ready reference It is pertinent to state that escalation on the rate is required to be considered while executing the work and our quoted rate is for one time instigation only

Hope you will find the submission in ordel and look forward for your further advise

Thanking you

End As stated above

Copy to The Project Director NHAI Durgapur (Attn Mr K Murari) with encl

CHANGE OF SCOPE - OampM PERIOD - YR 2014- NO2 PANAGARH - PALSIT SECTION OF NH-2IN THE STATE OF WEST BENGAL PANAGARH PALSIT PROJECT CONCESSIONAIRE MAP EX INFRASTRUCTURE PVT LTD CONCESSION AGREEMENT DATE21 NOVEMBER 2001

Description of work Providing and erecting of Cautionary Traffic Signs at Accident Prone Spots Along NH-2 (5 locations)

G Bill of Quantities lAS PER SOR

Item No

1

Description of Item

Providing and erecting of Cautionary Traffic Signs [Size 1500mmx900mmj at Accident Prone Spots Along NH-2(4 locations)

Unit

Nos

Quantity

5

Rate INR

3072573

Amount INR

15362864

Reference

[Details of Sign ACCIDENT PRONE AREA (ENGLISHHINDIBENGALI) As per Drawing attached)

Total 15362864

15362900

of4

MAPEX INFRASTRUCTURE PVT LTD COST ANALYSIS OF CAUTIONARY SIGN BOARD

PANAGARH - PALSIT PROJECT (PANAGARH -PAlSIT )

ANALYSIS AS PER SOR (PWD) NH

Sign Board Size [1500mm x 9OOmm)

Item

a

b

-

Lr

Description Unit Quantity Rate Rs Amount (Rs) Remarks

Unlt=SQM

Taking output =Direction and Place Identification Signs

Direction and Place Identification Signs with size more than 09 Sqm size Board

Providing and erecting direction and place identification retromiddot Sqm 1350 1616210 2181884 Cost of all material includedOnly reflectorised sign as per IRe 67 made of high Intensity grade the cost of material for M-15 gradesheeting vide clause 8013 fixed over aluminium sheeting 2 mm

concrete to be added as per chapterthick with area exceeding 09 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 2 Nos firmly fixed to the A SL No 86

by means of properly designed foundation with M 15 grade Rate trom sOR(NH PWD Chaoter concrete45 cm x45 cm x60 em 60 cm below ground level as 8Pagel481 approved drawing [Reference to MORTampHs specification 801]

Mate~lal Cost of Sign board Foundation - M1S Grade Cum 02430 505253 122777 Rate Analysis Enclosed

Concrete [For Double Post) bull

TOTALmiddot1 2304660

Over Head 20 on Item (a +b ) 460932 West Bengal Schedule of Rates 2014 2015 General Features Para 10 Bridge Works Page 4 Category 2 Minor bridges included In the road packages

TOTAlmiddot2 2765592 Profit 10 on Total-2 276559 West Bengal Schedule of Rates 2014

2015 General Features Para 7 Methodology Page 1-2 -

TOTAlmiddot3 3042151

Labour welfare Cess 1 (On Total -3)

30422 West Bengal Schedule of Rates 2014 2015 General Features Para 7 Methodology Page 1-2

Per Direction and Place Identification Signs-Cost ALL TOTAL 3072573

bull

SPEOFIED CAUTIONARY SIGNS HAS TAKEN AS DIREcrlON SIGNS AS PER SORCHAPTER - 8SL NO-6 AS ITS SIZE OF SIGN BOARD IS MORE THAN 090 SQM

MAPEX INFRASTRUCTURE PVT L TO

COST ANALYSIS OF SPEED LIMIT SIGN BOARD

PANAGARHmiddot PALSIT PROJECT (PANAGARHmiddot PALSIT) COST ANAL YSIS PCC M15 Grade

128 15001700 Plain cement concrete in open foundation UNIT QTY amp2100 (Material Only) as per drawing and technical

specifications

A pce Grade M15 Unit= cum Taking output =1cum

II ~ Bags 551

Coarse sand cum 045

40 mm Aggregate cum 054



shy ii) 5 Extra wastage for hand mixing ampsmall

quantity of work and Handling ofPost amp Material to the locations

Per Cum Basic Cost ofMaterial

iii) Formwork 4 on cost ofconcrete Lecost of material labour and machinery (page 198 Ch 128 ASOR]

Total Cost (A)

PCC (M15) laying Cost As Per SOR CUM

B Chapter -12 SL No8A [LABOUR COSll Page 198

TOTAL COST OF PCC (M15) PER CUM CUM

A+B MATERIAL+LABOUR COST

RATE AMOUNT (RS)

I

i

39000 214757middot

59329 26698 I

175056 94530

174359 47077

107537 9678

TOTAL 1 392741

19637

TOTAL 2 412378

16495

TOTAL 3 428873

I 76380 I

ALL TOTAL 505253

Rate As Quotation Attached

RATE RATE Stone MT M3

40mm 109410 175056

10mm 117810 1743588

10mm 72660 1075368

RATE RATE

Sand eft M3

Sand 1680 593292

-

Page 3 of4

r- shy

NH PW (ROADS) Dte WB SCHEDULE OF RATES

GENERAL FEATURES

1 Back Ground

The schedule of rates for NH works was prepared on the basis of STANDARD DATA BOOK FOR ANALYSIS OF RATES 1994 PUBLISHED BY THE MINISTRY OF SURFACE TRANSPORT (ROADS) WING GOVERNMENT OF INDIA AND IN PURSUANCE OF CHIEF ENGINEER NATIONAL HIGHWAYS PW (ROADS) DEPARTMENT Accordingly the first edition of the schedule appeared in 1997-98 Thereafter subsequent revisions are being made to fulfill the necessity As such any issue to be sorted out must be settled within the ambit of standard data book and specification of roads and bridges of Ministry of Surface Transport

2 Scope The schedule covers both original works repair and rehabilitation works including carriage of materials for National Highway within the jurisdiction of West Bengal

3 Validity

This Schedule of Rates for NH works 2014-15 will come into force from 10072014 superseding the Schedule of Rates for NH works 2011-12 effective from 01072011 without prejudice to the standing contracts of works

4 Specification Nomenclature of items of work is brief indicative and has been linked to the related sections of SPECIFICATION FOR ROAD AND BRIDGE WORKS (5TH REVISION)-2013 of the Ministry of Surface Transport (Roads Wing) Government of India It is recommended that provisions of the publication SPECIFICATION FOR ROAD AND BRIDGE WORKS (5TH REVISION)-2013 form part of contract of works

5 Abbreviations Abbreviations of units as prescribed in STANDARD DATA BOOK FOR ANALYSIS OF RATES (1st Revision 2003) of MOST have been adopted Requisite listing has been included in this Publication

6 Newltem For any item not covered by the Schedule if absolutely necessary on a work the concerned Superintending Engineer will approve the rate with intimation to this office for records and reference

7 Methodology I) Methodology of Analysis of Rates as obtained in STANDARD DATA BOOK

FOR ANALYSIS OF RATES (1st Revision 2003) of MOST has been adopted The rates include a) Labour T amp P and Machinery b) material c) overhead charges d) contractors profit e) Cess

II) To arrive for a particular item the estimator has to consider the involvement of different components as applicable These are a) Labour T amp P and Machinery blmaterial c) Overhead charges d) Contractors profit e) Cess

1


Overhead charges ( c) on (a + b) Contractors profit (d) on (a + b + c)

Labour Welfare Cess (e) 1 (one) on (a + b)

Therefore rate = (a + b + c + d + e) unit II) The overhead charges for road and bridge works include the

following elements 1) Site accommodation setting of plan access road water supply

electricity and general site arrangements

2) Office furniture equipment and communications

3) Expenditure on a) Corporate office of Contractor b) Site supervision c) Documentation and as-built drawings

4) Mobilization demobilization of resources

5) Labour camps with minimum amenities and transportation to work site

6) Light vehicles for site supervision including administrative and managerial requirements

7) Laboratory equipment and quality control including field and laboratory testing

8) Minor T amp P and survey instruments and setting out works including verification of line dimensions trial pits and bore holes

9) Watch and ward 10) Traffic arrangement management during construction 11) Expenditure on safeguarding environment

12) Sundries 13) Financing expenditure

14) Sales turnovertax 15) Work insurance compensation

Contractors profit 10 over all cost to be added uniformy IV) The cost of materials includes a) Materials (basic cost) b) carriage c)

loading amp unloading etc

V) Labour rates are depicted in Annexure VI) Provision for Mate Supervisor intended for supervision of work and

taking attendance of labourer has been included

VII The source of all materials to be used on the project must be tested and expressly approved by the Engineer Rates appearing in this schedule of rates have been worked out generally on the basis of current market rates received through NH Circles for materials As regards labour rates those adopted in this schedule are as laid down by Labour Department Government ofWest BengaL

No advantage may be taken by anyone of any obvious error or of omission in this schedule and in respect of error or omission the decision of Superintending Engineer in whose Circle the work is being done shall be final and binding on all

Description of items m1y be felt in brief Relevant clauses of (MORTH) Specifications may be referred for detailed specifications

2 (Contd)

NH PW (ROADS) Dte WB ROAD WORKS

CHAPTER-8 TRAFFIC SIGNS MARKINGS AND OTHER ROAD APPURTENANCES

o Z

Rate (Rs)

Labour Total cost of item = a (column shy 4)

+ b (material cost if applicableItem Unit TampP as per Chapter- A) + Overhead

Machinery charges (c) on (a + b)+ 1 cess etc on (a +b) + contractors profit

10 ( a + b + cl

1 2 3 4 5 Note Lettering and arrow marks on sign board

to be provided separately as per actual requirement Rates for these items have been analysed separately

6 Direction and Place Identification Signs with size more than 09 sqm size Board Providing and erecting direction and place identification retroshyrenectonsed sign as per IRe 67 made of high intensity grade sheeting vide clause 8013 fixed over aluminium sheeting 2 mm thick with area exceeding 09 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 2 Nos firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm 60 cm below ground level as per approved drawing (Reference to MORTampHs specification 801)

sqm 1616210

i

Cost ofall material included Only the cost of materialfor M-15 grade conc to be added as per

chap A SI NoB6

Note Lettering and arrow marks on sign board to be provided separately as per actual requirement Rates for these items have been analysed separately

7 Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clause 8022 and 8023 and installed as per clause 8026 over a designed support system of aluminium alloy

Complete Rate excluding overhead charges and

contractors profit

or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans (Ref(ilfence to MORTampHs specification 802)

148

(

CHANGE OF SCOPE - OampMPERIOD - YR 2014- NO3 PANAGARH - PALSIT SECTION OF NH-2 IN THE STATE OF WEST BENGAL

PANAGARH PALSIT PROJECT CONCESSIONAIRE MAPEX INFRASTRUCTURE PVT LTD CONCESSION AGREEMENT DATE21 NOVEMBER 2001

Description of work Rumble Strips Modular Speed Braeker at Cross Road of at Panagah - Palsit Section of NH-2 (5 locations)

G Bill of Quantities

PP SITE

SINo Decription Unit Location Numbers Length (m) Quantity (RM) Rate Amount Remarks

1

Modular Speed Breaker (350mm Lengthx50mm Top Height)

Widthx250mm a b axb

i Material Cost RM 5 6 75 225 257625 57965625 Quotation Enclosed

ii Fixing Cost RM 5 6 75 225 33708 7584300 Quotation Enclosed

Sub Total Over Head 2010 Profit 10

Labour welfare Cess 1

Total

65549925

13109985 7865991

865259

87391160 I

~

((

MAPEX INFRASTRUCTURE PVT LTD PANAGARH - PALSIT PROJECT (PANAGARH -PALSIT) locaton for Fixing Modular Speed Breaker amp Sholar Blinkers

SL No location KM PS PO QTY Remarks

1 577+350 Burdwan Shaktigarh 1 PP Site

2 570+850 Burdwan Ullash More 1 PP Site

3 560+400 Burdwan Nababhat 1 PP Site

4 543+970 Galsi Galsi 1 PP Site

5 539+970 Galsi Galigram 1 PP Site TOTAL S

bull

II Page 2 of 2 II

fUttlori~middotConvertElr irffic SOfetySys1em dhzisionIIIIlllstras

tAH9tlseQr~ot~S(5UiGlnJ

=~~i~ri~~~~3j lt9~amp 11ap~x lllfra~~~~~ poundmasExptess~~yPVtLtti Dt 16082014 Vill~ l9~Afu~pnt nigh~yj Mosacgram~NH 2

In r~fer~Jjeuro~ ttf~bQ~e ~ptcentJ11~~ttlttt~ oW f~tfyena$Widcentt

t SP1Jply Qfsp~ed Bl~tripetmadeQfABSPlastic ofsJze $li)QtIllWiq~x ~$ODtmlielutisn mmH~ghtpr~cQlritedinBla~YcentnQwand ar~ 4igl1rei~iJ)~~tb~veTehnpact~1idharsh

weathetteSiStatiee TheSe arenxedousurface - t d cfouttita D 2t50 00per RMWlu~ Pill an Iipo~g middotIi~ltfri Ngt

Pnte~ EXAivorks Kolk~ta

VAT Extra 145 f)effiery~15~2fJ~~difml~M1~ BaYli1$I1t Wi~pint$ d~y$

Thariktugyou II

Yoursf~ithfulIYA I For HfitfFAlNtnlsTRlBS

1~~lA~~~K$lYl~1 3~~ej~ middotdj

CHANGE OF SCOPEmiddot OampM PERIOD YR 2014middot NO4 PANAGARHmiddot PALSIT SECTION OF NH2IN THE STATE OF WEST BENGAL PANAGARH PALSIT PROJECT CONCESSIONAIRE MAPEl( INFRASTRUCTURE PVT LTD CONCESSION AGREEMENT OATE21 NOVEMBER 2001

Description of work WIdening of Hard shoulders to accommodate parking of vehicles to avoid parking on the carriageway at Panagah Palsit Section of NHmiddot2(8 locations)

G Bill of Quantities AS PER SOR

Item No Description of Item Unit Quantity Rate INR

Amount INR

Reference

1

Widening of Hard shoulders to accommodate parking of vehicles to avoid parking on the carriageway to bring down the road accidentd and ensure safety of the road users RM 7271 3410032 24794344621

-

- shy ~

Total 24794344621

24194344600

Page 1 of9

MAPEX INFRASTRUCTURE PVT LTD PANAGARH - PALSIT PROJECT (PANAGARH -pJ IT)

Proposed location for Extra Widening of hard shoulders to accommodate parking of vehicles to avoid parking on the carriageway

Locaton PP SITE

SL No From KM ToKM SIDE Length (RM) Remarks

I

I1 525100 525700 LHS 600 Consider Embankent Height 20 m

2 546000 546600 LHS 600 Consider Embankent Height 20 m




6 520129 520300 lHS 171 Consider Embankent Height 20 m


8 530000 532000 RHS 2000 Consider Embankent Height 20 m

TOTAL 7271

II Page 2 of 9 II

MAPEX INFRASTRUCTURE PVT LTD

PANAGARH - PALSIT PROJECT (PANAGARH -PALSIT ) ( (

reI IVI On Mo04SIYSUi VYlgemnlll OT moUlfJen u it IIlIlIuucn Ir UI ven lilU J IlI bull

A

Item Descriptlon Unit No Length (m) areadth(m) Helght(m) Quantity Rate Ra Amount(Ra) Remarks

a Widening of $Iloulders to accommodate parking of vehicles to avoid parking on the camageway

Analysis 2r 300 f Widening 2r shoulder llIl IConslder Embankent Helghl20 m]

i) Removal of muck and s~uamph upto finn ground Cum 1 300 8 15 2700000 91470 263169680

Iii) Muck Remove Area Sand filling Before Embankment Filling Cum 1 300 55 15 U7S000 134100 331SJfsoo

ii) Embankment Filling with sand Cum 300 35 132 1386000 134100 185862600

iv) Side Confinement 2 m Width [With Morrum] Cum 1 304 2 15 912000 130000 118560000

v) Sub grade (with GSBlCMlhing Materials] Cum 1 300 35 015 157500 253900 39989250

vi) Hard Shoulder with Laterite] Cum 1 300 35 053 556500 150100 83530550

TOTAL 1023009680--shy

PER RM COST I 3410032 I

Page 30f9

APEX INFRASTRUCTURE PVT LTD

PANAGARH - PALSIT PROJECT (PANAGARH -PALSIT )

JR REMOVAL OF MUCK amp SLUSH UPTO FIRM GROUND

CHAPTERmiddot 3 EARTH WORK EROSION CONTROL AND DRAINAGE

Description Unit Quantity Rate Rs

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom backfilUng the excavation earth to the extent required and utilising the remaining earth iocany for road work (Reference to MoRTampHs specification clause 304)

13 (il Ordinary so

13(i1A Manual means rupia 3m depth] Cum 1000 22660

Cost of dewatering may be added where required upto 10 per cent of labour cost ie Rs 2270 for assessment lor dewatering shall be made as per site conditions

13 (v) MarshYoil

i-shyManual means (upla 3 m depth Cum 1000 50450 Note 1 Cost 01 dewatering 30 per cent of labour cost Ie Rs 8500 may be addedwhere required Assessment for dewatering shall be made as per site conditions

2 Shoring amp strutting 20 per cent of labour cost Ie Rs 5660 where required may be added

c) Overhead charges 20 on (a+b) 20

d) Contractors profit 10 on (a+b+c) 10

f) labour weifare Cess 1 on (a+b+c+d+e) 1

I

Cost Per Cum (a+b+c+d) Total

Cost Rs Remarks Input ref

22660 SOR CHAPTER 3 Item 13 (iJA Page 89

50450 SOR CHAPTER 3 Item 13 VIA Palle 91

14622 West Bengal Schedule of Rates 2(1142015 General Features Para 10 Bridge Works Page 4 Category 2 Minor bridges Included in the road packages

B773 West Bengal Schedule of Rates )~~~~IGeneral Features Para 7 Methodol 1-2

965 West Bengal Schedule of Rates 2014-20151 General Features Para 7 Methodology agej 1-2

1 97470

Pa e40f9

( INFRASTRUCTURE PVT LTD AAGARH - PALSIT PROJECT (PANAGARH -PALSIT)

fMBANKMENT FILLING WITH SAND CHAPTERmiddot 3

EARTH WORK EROSION CONTROL AND DRAINAGE Ref to

SrNo MoRTH Description Unit QuantHy Rate Rs Spec

316 305 Construction of Embankment with Approved Material

ConslrucliOll of embankment witll approved material with all tills and leads transporting 10 sHe spreading grading 10 required stope and compacting to meet requirement of table 300-2 (Reference to MoRTampHs specification clause 3(5)

Unil=cum

Taking output = I cum

I) Labour b) MachinalY Cum 1000 37480

c) Material

Cost of water KL 0240 15600

Sand cum 1000 59329

d) Overhead charges 20 on (a+b+c) 20

- e) Contractors proflt 10 on (atb+C+d) 10

I) Labour welfare Cess 1 on (atb+c+d+e) 1

Rate per cum (atb+c+d+e) say

Note Compensation for earih will vary from place to place and will have to be assessed realistically as per particular ground situation In case earih is available from Gov land compensation for earih will not be required The position is required to be clearly stated in the cost estimate

Cost Rs RemarksInput ref

37480 SOR CHAPTER 3 Item 15 Pan 92

3744

59329

20111 West Bengal Schedule of Rates 2014-2015 General Features Para 10 Bridge Works Page 4 Category 2 Minor bridges included in the road packages

12066 West Bengal Schedule of Rates 2014-2015 General Features Para 7 Methodology Page 1-2

1327 West Bengat Schedule of Rates 2014-2015 General Features Para 7 Methodology Page 1-2

134057 134057 134100

Page 5 of 9

MAPEX INFRASTRUCTURE PVT LTO

PANAGARH - PALSIT PROJECT (PANAGARH -PALSIT ) ( ( Side Confinement 2 m Widtll [With Morrum] I

IMAIItItmiddot3


SrNo MoRTH DeScription Unit Quantity Soec

318 305 Construction of Subgrade and Earthen Shoulders

Construction of sub-grade and earthen shoulders wtth approved material obtained from borrow pits witl1 all lilts amp leads transpOrting to s~e spreading grading to required slope and compacted to meet requirement of table No 300-2

Unlt~cum

Taking output ~ 1 cum a) Labour +b) Machinery Cum 1000 c) Material

Cost of water KL 0240

Morrum (100) cum 1000


e) Contractors profit 10 on (a+b+c+d) 10

f) Labour welfare Cess 1 on (a+b+c+d+e) 1

Cost for 1cum =a+b-gte+d-+euro

Rate per cummiddot (a+b+c+d+e)

Rate Rs Cost Rs RemarksInput ref

9920 9920 SOR CHAPTER ~ ttem l ill Page lO4(As MentjQn Item 15 Page 106 bull

15556 3733

83840 83840

19499

11699

1287 West Bengal Schedule of Rates 2014-2015 General Features Para 7 Methodology ifage 1middot2

129978

129978

say 130000

Paae60f9

MAPEX INFRASTRUCTURE PVT l TO (

PANAGARH - PALSIT PROJECT (PAN( H -PALSIT) Suli grade [with GSBCrushing Materials]

CHAPTERmiddot4 SUBmiddotBASES BASES ( NONmiddot BITUMINOUS) AND SHOULDERS

Ref to MaRTH Spec

Description Unit Quantity Rate Rs Cost Rs RemarksInput ref

401 Granular Sub-Base with Coarse Graded Matenal (Tablemiddot 400- 2)

Construction of granular sub-base by prolliding coarse graded malerial spreading in uoilonn layan wHh motor grader on prepared surface mixing by mix in place method WIth rolavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401

Unit =cum Taking output =1 cum

a) Labour b) Machinery Cum 1000 26410 26410 mR ~~ lrun 9A fill ~ sect

c) Material For coal1le graded Granular sulJbase Materials per table 400-2

For gradingmiddot1 Material 53 mm to 265 mm 35 per cenl cum 0350 175056 61270 265 mm to 475 mm 45 per cent

236 mm belQw 20 per cent (COBllle Sand)

cum

cum

0450

~oioo

174359 78462

107537 21507

Cost of water KL 0180 15800 2808

(i) Rate per cum for gradiogmiddot1 Material

d) Overhead charges 20 on (a+b+c) 20 38091

e) Contractors profit 10 on (a+b+c+d) 10 22855

I) labour welfare Cess 1 on (a+b+c+d+e) 1 2514

----shy

253917

West Bengal SClledule of Rates 2014shy2015 General Features Para Methodology Page 1-2

Cost for 1cum =a+b+c+d+e+l

Rate per cum =(ab+c+d+e+~ --shy-----shy bull

253917

say lS3900

7 bull

MAPEX INFRASTRUCTURE PVT LTD ( ( PANAGARH - PALSI PROJECT (PANAGARH -PALSI I

Hard Shoulder [ with Laterite] CHAPTERmiddot 4

SUBmiddotBASES BASES ( NONmiddot BITUMINOUS) AND SHOULDERS

SrNo Ref to MaRTH ~ec


42 401 Granular SubmiddotBase with Coarse Graded Material (Table- 400- 2)

Construction of granular sub-base by providing coarse graded material spreading in unilbrm layers wilh motor grader on prepared surface mixing by mix in place melhod wilh rotavator at OMC and compacting wilh vibratory roller 10 achieve he desired density complete as per clause 401

Unit =clim Taking output =1cum a) Labourt bl Machinery Cum 1000 26410 26410 SOR CHAPTER 4 Item 9A (i) a Page

106

c) Material For coarse graded Granular sub-base Materials per table 400-2

Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860

Cost of water Kl 0180 15600 2808

42 (i) Rate per cum for grading-I Material

d) Overhead charges20 on (a+b+c) 204 22524

el Contractors proflt10on (atb+Ctd) 10 13515

I) Labour welfare Cess 1 on (atbtctdte) 1 1487 West Bengal Schedule of Rates 2014shy2015 General Features Para 7 Methodology Page 1-2

Cost for 1cum =a+b+c+d~ 150148 Rate per cum =(atb+c+d+e) 150148

-say 150100

Ref No MAPEXOampMj1500jL-1l4415 Date 2nd January 2015 Subject Preparing and Submitting Preliminary Estimate of Safety Items as Discussed in CGM Meeting at

Kolkata on 9th July 2014

[Page-21

(iii) Rumble Strips The rumble strips will be provided at identified cross road locations and rate analysis has been carried out and cost is Rs 87391160

(iv) Widening of Shoulder To avoid unauthorisedillegal parking of trucks at identified locations along the main carriage way the estimation has been done for widerting of shoulder and amount is Rs 24794344600

In this regard we wish to bring your kind knowledge that while preparing the estimate for widening of the shoulder we have considered the average height is 2meter from FRL of shoulder edge upto Existing Ground Level It may please be noted that considering the different identified locations for widening of shoulder along the Main Carriageway may affect the change of depth locations and consequently the cost estimate may differ

(v) Provision of Blinker at Non-Signalized Junctions Accident Prone Area The Rate analysis done for Solar Blinker to be provided non

signalized junction accident prone area and amount is Rs 38448000

Besides item number (vi) amp (vii) as mentioned in your letter under reference (1) abOVE we naVE

already expressed the matter to you and consideling the viability as well as criticality for providing additional median opening and shifting of median openings we ~re preparing the strip chart for further discussion and estimate may be carried out only after getting necessary approval of the drawing from your end

It may kindly be appreciated that regarding improvement of road safety for highway users as asked for is an additional work and required additional cost A copy of MoM dated 9th July 2014 is being enclosed herewith for your ready reference It is pertinent to state that escalation on the rate is required to be considered while executing the work and our quoted rate is for one time instigation only

Hope you will find the submission in ordel and look forward for your further advise

Thanking you

End As stated above

Copy to The Project Director NHAI Durgapur (Attn Mr K Murari) with encl




Item No

1

Description of Item


Unit

Nos

Quantity

5

Rate INR

3072573

Amount INR

15362864

Reference


Total 15362864

15362900

Page 1 of4





Item

a

b

-

Lr


Unlt=SQM
















bull






specifications


II ~ Bags 551

Coarse sand cum 045








Total Cost (A)





RATE AMOUNT (RS)

I

i

39000 214757middot

59329 26698 I

175056 94530

174359 47077

107537 9678

TOTAL 1 392741

19637

TOTAL 2 412378

16495

TOTAL 3 428873

I 76380 I

ALL TOTAL 505253



40mm 109410 175056

10mm 117810 1743588

10mm 72660 1075368

RATE RATE

Sand eft M3

Sand 1680 593292

-

Page 3 of4

r- shy


GENERAL FEATURES

1 Back Ground



3 Validity








1
























2 (Contd)



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100




Item No

1

Description of Item


Unit

Nos

Quantity

5

Rate INR

3072573

Amount INR

15362864

Reference


Total 15362864

15362900

Page 1 of4





Item

a

b

-

Lr


Unlt=SQM
















bull






specifications


II ~ Bags 551

Coarse sand cum 045








Total Cost (A)





RATE AMOUNT (RS)

I

i

39000 214757middot

59329 26698 I

175056 94530

174359 47077

107537 9678

TOTAL 1 392741

19637

TOTAL 2 412378

16495

TOTAL 3 428873

I 76380 I

ALL TOTAL 505253



40mm 109410 175056

10mm 117810 1743588

10mm 72660 1075368

RATE RATE

Sand eft M3

Sand 1680 593292

-

of4

r- shy


GENERAL FEATURES

1 Back Ground



3 Validity








1
























2 (Contd)



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100





Item

a

b

-

Lr


Unlt=SQM









Over Head 20 on Item (a +b ) 460932 West Bengal Schedule of Rates 2014 2015 General Features Para 10 Bridge Works Category 2 Minor bridges included In the road packages







bull






specifications


II ~ Bags 551

Coarse sand cum 045








Total Cost (A)





RATE AMOUNT (RS)

I

i

39000 214757middot

59329 26698 I

175056 94530

174359 47077

107537 9678

TOTAL 1 392741

19637

TOTAL 2 412378

16495

TOTAL 3 428873

I 76380 I

ALL TOTAL 505253



40mm 109410 175056

10mm 117810 1743588

10mm 72660 1075368

RATE RATE

Sand eft M3

Sand 1680 593292

-

Page 3 of4

r- shy


GENERAL FEATURES

1 Back Ground



3 Validity








1
























2 (Contd)



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100





specifications


II ~ Bags 551

Coarse sand cum 045








Total Cost (A)





RATE AMOUNT (RS)

I

i

39000 214757middot

59329 26698 I

175056 94530

174359 47077

107537 9678

TOTAL 1 392741

19637

TOTAL 2 412378

16495

TOTAL 3 428873

I 76380 I

ALL TOTAL 505253



40mm 109410 175056

10mm 117810 1743588

10mm 72660 1075368

RATE RATE

Sand eft M3

Sand 1680 593292

-

Page 3 of4

r- shy


GENERAL FEATURES

1 Back Ground



3 Validity








1
























2 (Contd)



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100

r- shy


GENERAL FEATURES

1 Back Ground



3 Validity








1
























2 (Contd)



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100
























2 (Contd)



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100



o Z

Rate (Rs)




10 ( a + b + cl




sqm 1616210

i


chap A SI NoB6




contractors profit


148

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I



22660 SOR CHAPTER 3 Item 13 (iJA 9





1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100

(





PP SITE


1


Widthx250mm a b axb





Total

65549925

13109985 7865991

865259

87391160 I

~

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100

((








bull

II Page 2 of 2 II









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum










9920 9920 SOR CHAPTER ~ ttem l ill Page lO4(As MentjQn Item 15 6 bull

15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100









Thariktugyou II







Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100





Amount INR

Reference

1


-

- shy ~

Total 24794344621

24194344600

Page 1 of9



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100



Locaton PP SITE


I









TOTAL 7271

II Page 2 of 9 II




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100




A










TOTAL 1023009680--shy


Page 30f9







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100







13 (il Ordinary so



13 (v) MarshYoil






I








1 97470

Pa e40f9







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100







Unil=cum



c) Material


Sand cum 1000 59329








3744

59329




134057 134057 134100

Page 5 of 9



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100



IMAIItItmiddot3





Unlt~cum











15556 3733

83840 83840

19499

11699


129978

129978

say 130000

Paae60f9




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100




Ref to MaRTH Spec









cum

cum

0450

~oioo

174359 78462

107537 21507






----shy

253917




253917

say lS3900

7 bull









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100









106


Laterite (80) cum 0800 89430 71544

Coarse Sand (20) cum 0200 59300 11860







-say 150100

2015.01.02-to ie(unihorn)-l-1144 - preparing & submitting preliminary estimate of safety items...

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