government of puducherry - ponpwd.puducherry.gov.in/document/psr_mahe_07-08.pdf · government of...

GOVERNMENT OF PUDUCHERRY

PUBLIC WORKS DEPARTMENT

PUDUCHERRY SCHEDULE OF RATES MAHE REGION

2007-08

FOREWORD

The Puducherry Schedule of Rates has been updated for the year 2007-08. The PSR for

Puducherry PWD had been published first in the year 1998-99, later in 2003-04 and 2006-07.

This Schedule of rates incorporates basic rates for labour and materials for building works, road

works, water supply sewerage works, Irrigation works and bridge works.

This Schedule of Rates is being used by number of Government Departments, Private

Sector Organizations, Builders Association, and Architects.

The Puducherry PWD is following CPWD procedures and specifications for building

works. The Ministry of Road Transport and Highways Specifications and Analysis has been

followed for working out the finished rates for road works and bridge works. In respect of the

irrigation works more frequently used items have been identified and the rates have been

rationally worked out considering the prevailing trend of tenders, Madras Detailed Standard

Specification and CPWD analysis of rates wherever applicable.

Several items with ISI specification based brands for materials, new products and

technologies being used in Civil Engineering works have been included in the Schedule of Rates,

new items in Buildings & Roads have been introduced.

The sincere efforts put in by the Committee Members in bringing out this Schedule of

Rates is acknowledged. Similarly the involvement of Thiru P. Swaminathan, Executive

Engineer (Design), and all Computer Centre Staff’s are commendable.

The encouragement and guidance given by Thiru ANBARASU, I.A.S., Secretary (Works)

is sincerely acknowledged.

I am sure that this Schedule of Rates will be quite useful to all concerned.

Puducherry (Er. C. ANANDANE) April, 2007 Chief Engineer PWD, Puducherry

PREFACE 1. Puducherry Schedule of Rates 2007-08 is the revised and updated edition of the PSR

released in 2006-07.

2. The Puducherry Schedule of Rates 2007-08 incorporates all the items included in the

PSR 2006-07 and addendum issued. The specification for some of the items have been

improved and modified in this Schedule of Rates. The Schedule of Rates is based on the study

of current market rates for materials and labour. The rates have been obtained by leading

manufacturers for branded products, local market and DGS&D rates. This apart the rates

furnished by the Directorate of Economics and Statistics was also considered in the process of

finalizing the rates. The rates were finalized by convening a meeting by the Schedule of Rates

Committee with all Superintending Engineers and all Executive Engineers in Public Works

Department.

3. The Schedule of Rate Committee was formed under the Chairmanship of Thiru C.

ANANDANE, Chief Engineer of Public Works Department. The committee included the

following officers.

TVL:

C. Anandane Chief Engineer

Chairperson

S. Manohar Superintending Engineer - Circle-II

Member

S. Vaittianadane Director of Economics & Statistics

Member

S. Alphonse Under Secretary (Works)

Member

S. Nagalingam Surveyor of Works - Central office

Member

K. Radhakrishnan Senior Accounts Officer

Member

G. Durairaj Executive Engineer - Public Health

Member

V. Sathiamurthy Executive Engineer - Irrigation

Member

P. Swaminathan Executive Engineer - Designs

Member Secretary

4. The Committee has convened meetings and finalized the basic rates of materials. The

same was approved after calling for views from all the Executive Engineers.

5. The Delhi Schedule of Rates 2002 has been taken as a reference for inclusion of new

materials in respect of building works. Finished rates for building works have been adopted as

per the CPWD analysis of rates 1997, incorporating slips numbered 1 to 17. The specifications for

the items under bridge works and the analysis of rates is based on the Ministry of Road

Transport and Highways. Labour rates and materials rates have been finalized for all the four

regions namely Pondicherry, Karaikal, Mahe & Yanam and exclusive Schedule of Rates has

been brought out.

6. The rates and specifications incorporated in the PSR 2007-08 will become effective from

the financial year 2007.

7. For works which are in riverbed (for river over 20 metre width only) add 10% extra on

labour, earthwork and conveyance of materials within the riverbed. This extra percentage

should not be allowed for the cost of materials.

8. Within the Central Jail Compound 10% extra and Sub-Jail compound 5% extra is

allowed over the rates of labour, rates of works involving basic labour and rates for conveyance

of materials for the portion in the specified area (i.e. for the distance within the Jail Compound).

9. The current rates shall be adopted for materials for which there are rate contracts,

running contracts in existence. In respect of materials for which there is price control, the

controlled rates shall only be adopted not withstanding the rates mentioned in the Schedule of

Rates.

10. Hire charges for plants indicated are only to prepare analysis of rates.

11. At times work is executed during night times due to heavy traffic during day times.

Moreover for major building works concreting is being done during night times for continuity in

works. This involves extra expenditure by way of making arrangements of lighting and special

transportation of for working parties to odd hours. In the light of the above, the Executive

Engineers at their discretion may exercise their judgment and cater for the additional cost to

the extent of 5% keeping in view the severities of factors mentioned above. Support details for

the extra cost based on actual site conditions in specific cases will have to given in justification.

12. The following are the salient features of Puducherry Schedule of Rates 2007-08:

a) The basic rates incorporated in the schedule are pertaining to materials confirming to ISI standards, CPWD specifications / MOST specification / MORTH specifications / materials of best quality in the market.

b) PCC: Provision for ready mix concrete in PCC items have been made.

c) RCC: Provision for ready mix concrete in RCC items have been made. Specification for design mix has been modified.

d) Reinforcement: HYSD & CTD varieties have been deleted. Only TMT of Tiscon / Visag / Sail / iisco brands have been provided.

e) Wood Work: Considering the non-availability of Columbian teak, the item is deleted and Malabar teak is added in the basic rate for various items as well as the finished rate for buildings. Vengai and Kongu varieties of wood have been deleted for Puducherry and Karaikal regions. For Yanam region instead of Columbian teak balarsha variety has been added.

f) Flooring: Brands for glazed tiles recommended are Johnson Premium / Somany.

For ceramic tiles – Johnson / Regency / Navin brands are recommended. g) Finished rates for PVC windows, FRP doors, PVC false ceiling have been added.

h) Aluminium fittings shall confirm to ISI and the following brands crown/classic shall be provided.

i) Sanitary ware fittings shall be either Parry ware or Hind ware.

j) Points shall confirm to ISI and the following brands – Asian / Nerolac / Dulux are recommended.

k) Pumpset shall confirm to ISI and the following brands Suguna / Texmo / Sharp are

recommended. l) Water meter of Actaris / slumberger / GSV / E&H make is recommended. m) Pile: Specification for pile works and pile testing has been modified. n) Irrigation: Specification for shore protection and anti sea erosion works has been

modified.

o) Several new items in bridges have been included in this schedule of rates as per MORTH specification like TATA BP Solar powered road studs, flamed granite tile work. Provision for mixing of waste plastic chips in bituminous construction has been included.

p) Due care has been taken to print the Schedule of Rates as correctly as possible. It is

however, possible that some errors might have crept in. In case any omission or mistake is notices, it may be brought to the notice of the Executive Engineer (Designs), Computer Design Centre, Central Office, PWD, Puducherry.

Any suggestions for improvements are also welcome.

ACKNOWLEDGEMENT:

The Schedule of Rates 2007-08 was finalized by the Puducherry Schedule of Rates

Committee under the Chairmanship of Thiru C. Anandane, Chief Engineer, PWD, Puducherry

and is gratefully acknowledge. Without his guidance and encouragement this would not have

become a success.

The sincere efforts taken by the Puducherry Schedule of Rates Committee comprising of

Thiru S. Manohar, Superintending Engineer-II, and all Committee Members and Thiru P.

Swaminathan, Executive Engineer (Designs), and other staff of the Computer Design Centre,

who have diligently worked in bringing out this Schedule of Rates is acknowledged.

The Software developed for the preparation of the Schedule of Rates by

Thiru S. Nagalingam, Surveyor of Works, is also acknowledged. The encouragement,

enthusiasm and involvement of all those who have directly and indirectly participated in

bringing out this Schedule of Rates is acknowledged.

C O N T E N T S

Sl. No Name of Sub-Head Page No.

BAS C RATEI

1. Hire Charges of Plants 1

2. Labour 1

3. Materials For Building Work 3

4. Materials For Services 31

5. Hire Charges, Labour & Materials For Road Work 52

6. Basic Rates For Bridge Work 57

7. New Basic Rates – Buildings 60

8. Additional Basic Rates – Water Supply & Sewerage 78

9. Carriage 95

BUILDING WORK

1. Carriage of Materials 97

2. Earth Work 98

4. Concrete Work 110

5. Reinforced Concrete Work 116

6. Brick Work 129

7. Stone Work 133

8. Marble Work 135

9. Wood Work 139

10. Steel Work 174

11. Flooring 183

12. Roofing 202

13. Finishing 210

14. Repairs to Buildings 219

15. Dismantling & Demolishing 229

16. Miscellaneous Building Works 238

17. OHT (works) 248

Sl. No Name of Sub-Head Page No.

SERVICES

19. Sanitary Installations 249

20. Water Supply 272

21. Drainage 288

22. Miscellaneous 303

23. Pile Work 311

24. Aluminum Work 316

25. Water Proofing 320

30. Irrigation 321

ROAD WORK

2. Site Clearance and Dismantling 327

3. Earth Work 336

4. Granular Sub-Base 345

6. Bituminous Construction 346

7. Culverts 348

8. Traffic and Transportation 352

9. Horticulture 355

4. Granular Sub Base (As per MORTH) 363

5. Base & Bituminous Construction (As per MORTH) 377

BRIDGE WORK

12. Foundation 382

13. Sub Structure 390

14. Super Structure 396

15. Protection Works 409

16. Repairs & Rehabilitation 411

BASIC RATE

Sl.No. Code No. Description Unit Rate Rs.

0.1 HIRE CHARGES OF PLANTS1 0002 Concrete Mixer 0.14 cubic metre per day 900.002 0003 Diesel Road Roller - 8 to 10 tonne per day 2600.003 0004 Power Road Roller 8 to 10t. per day 2600.00

4 0010 Derrick Monkey Rope per day 1200.005 0011 Pumpset (3.636Kl/h) per day 550.006 0012 Needle Vibrator - 40 mm per day 350.007 0013 Machine for rubbing flooring per day 250.008 0014 Front end loader per day 4335.009 0015 Excavator

a) 60 Hour 700.00b) 100 Hour 1200.00c) 120 Hour 1450.00d)600 Hour 1600.00Note: Above hire charges includes cost of services of operating staff and supply of lubricating oil.

0.2 LABOUR10 0100 Bhandhani (Assistant to Blacksmith or Bender) per day 230.0011 0101 Bhisthi (Water carrier) per day 190.0012 0102 Blacksmith 1class per day 250.0013 0103 Blacksmith 2class per day 230.0014 0111 Carpenter 1class per day 250.0015 0112 Carpenter 2class per day 230.0016 0113 Chowkidar (beldar) per day 210.0017 0114 Mazdoor Category I (Beldar) per day 200.00

17A 0114A Survey Assistant per day 200.0017B 0114B Wooder 1-class per day 250.0018 0115 Mazdoor Category II (Coolie) per day 180.0019 0191 Mazdoor Category III per day 180.0020 0116 Fitter Class-I (Pipe laying/barbending/bench fitter) per day 230.0021 0117 Asst.fitter per day 210.0022 0119 Glazier per day 210.0023 0123 Mason 1 class per day 250.0024 0124 Mason 2 class per day 230.0025 0125 Mason 2 class (stone work) per day 230.00

MAHE REGIONBASIC RATES FOR BUILDING WORKS

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26 0126 Mason 1 class (ornamental work) per day 280.0027 0127 Driver for Road Roller,Concrete Mixer,Truck etc per day 250.0028 0128 Mate (Head coolie) per day 230.0029 0130 Mistry per day 230.0030 0131 Painter/Varnisher/Polisher Class-I per day 230.0031 0192 Painter/Varnisher/Polisher Class-II per day 210.0032 0132 Excavator (rock cutting) per day 210.0033 0133 Breaker (rock cutting) per day 210.0034 0134 Hole driller (rock cutting) per day 210.0035 0135 Stone chiseller (rock cutting) per day 210.0036 0139 Skilled beldar (for floor rubbing etc) per day 210.0037 0141 White washer per day 210.0038 0155 Mason average per day 240.0039 0156 Carpenter (average) per day 240.0040 0157 Operator (Pile) per day 250.0041 0158 Mechanic (Pile) per day 250.0042 0193 Electrician Class-I (ITI passed with wireman per day 220.00

licence from Competent Authority)43 0159 Electrician Class-II (ITI passed with licence per day 190.00

from Electricity Department)44 0160 Electrician Helper per day 190.0045 0161 Mechanic Grade-I per day 230.0046 0162 Mechanic Grade-II per day 210.0047 0163 Mechanic Helper per day 190.0048 0164 Pump Driver Grade-I (ITI passed) per day 210.0049 0165 Sewer Cleaner per day 200.0050 0166 Sweeper per day 130.0051 0167 Thatcher per day 200.0052 0168 Welder Class-I (ITI passed) per day 210.0053 0169 Welder Class-II per day 190.0054 0170 Well Sinker Class-I per day 260.0055 0171 Well Sinker Class-II per day 240.0056 0172 Technical Assistant Grade-I (B.E. Passed) per day 350.0057 0173 Technical Assistant Grade-II per day 300.00

(Diploma passed or B.E. failled)58 0174 Technical Assistant Grade-III per day 250.00

(ITI passed or Diploma failed)59 0175 Technical Assistant Grade-IV per day 200.00

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(ITI failed or having certificate issued by Govt. of Pondicherry)

60 0176 Laboratory Assistant Grade-I (PG in science) per day 250.0061 0177 Laboratory Assistant Grade-II(UG in science) per day 230.0062 0178 Laboratory Assistant Grade-III per day 190.00

(Degree other than Engg./Science to work as WorkInspector, Graduate Junior Clerk and Work Clerk)

63 0179 Raker per day 170.0064 0180 Driver - Light vehicle per day 220.0065 0181 Driver - Heavy vehicle (Lorry, Roller, Tractor) per day 250.0066 0194 Driver - Earth moving equipments per day 300.0067 0182 Cleaner (Heavy vehicles/Roller) per day 170.0068 0183 Watchman Grade-I (Kurkha) per day 190.0069 0184 Watchman Grade-II (others) per day 170.0070 0185 Drum mixer (Rotary for hot process) per day 250.0071 0186 Helper for Rig per day 190.0072 0187 Male (Gardener) per day 200.0073 0188 Data Entry Operator Grade-I per day 275.00

(PGDCA or equivalent / Degree with Computer knowledge)

74 0189 Data Entry Operator Grade-II per day 225.00(Any Diploma with knowledge of Data Entry)

75 0190 Data Entry Operator Grade-III per day 195.00(ITI or Higher Sec. with knowledge of data entry)

76 Surveyor per day 195.00

0.3 MATERIALS FOR BUILDING WORKNote: These rates are at site of work and are exclusive of contractors profit,but includes octroi,royalty, sales tax extra.

77 2723 Adhesive (rubber base) Kg 150.00Aggregate:Brick Aggregate:

78 0285 63mm nominal size cum 650.0079 0287 40mm nominal size cum 670.0080 0288 25mm nominal size cum 700.0081 0289 20mm nominal size cum 700.0082 2909 Over burnt brick jelly 90mm to 40mm size cum 600.00

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Stone Aggregate:Hard Broken Granite Metal:Machine Crushed

83 0293 40mm nominal size (ISS) cum 500.0084 0295 20mm nominal size (ISS) cum 800.0085 0296 12.5mm nominal size (ISS) cum 800.0086 0297 10mm nominal size (ISS) cum 800.0087 0298 6mm nominal size (ISS) cum 600.00

88 3214 Aluminium sheet 24 gauge sqm 230.00

89 7306 Aluminium T or L sections kg 200.0090 7056 Aluminium tee channel (heavy duty) with rollers

and stop end metre 30.0091 7348 Aluminium washer 2mm thick 15mm dia cent 6.00

Aluminium strips92 1145 Aluminium Plain Strip edging 38x12x3 metre 70.00

92A 1234 Aluminium Plain Strip edging 57x12x3 metre 95.0093 2704 Aluminium strip 40 mm wide and 2 mm thick kg 200.0094 8015 Aluminium pipe - 16mm dia (for Pelmet) metre 25.0095 7389 Anodising 15 microns aluminium section Kg 35.0096 7464 Strip-Aluminium fluted 3.15 mm thick and 200mm wide metre 240.50

Asbestos Cement Products except pipes:97 0200 A.C.sheet corrugated 6mm thick sqm 120.0098 0993 A.C.sheet plain 6mm thick sqm 115.0099 3003 A.C.sheet plain 4mm thick sqm 100.00100 0209 A.C.close fitting adjustable ridge 1.10m long pair 130.00101 0210 A.C North light adjustable ridge 1.22m pair 115.00102 0216 A.C north light ventilator curves each 150.00

103 7183 Bentonite tonne 5000.00

Bitumen Products:104 0309 Paving bitumen S-90 of approved quality tonne 20500.00105 0313 Blown type petroleum bitumen of penetration

85/25 approved quality tonne 20500.00106 2916 Paving asphalt 80/100 penetration tonne 20500.00107 0314 Bitumen hot sealing compound grade A Kg 20.00

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108 0316 Bitumen solution primer of approved quality litre 25.00109 0324 Coal tar litre 19.00

Blasting Materials110 0325 Blasting powder kg 23.00111 0326 Blasting fuse (fuse wire) each 8.00

Boards:112 0339 Impregnated fibre board 12mm thick sqm 230.00

Flat pressed 3 layer particle board (medium density)Grade I

113 0340 6mm thick sqm 215.00114 0341 12mm thick sqm 237.00115 0342 18mm thick sqm 366.00116 0343 25mm thick sqm 474.00

Extra for veneered particle board with:117 0346 Teak veneering on one side and commercial

veneering on other side sqm 301.00118 0347 Commercial veneering on both sides sqm 90.00119 0348 Teak venering on both sides sqm 538.00120 7307 Extra for providing teak veneering on one side

instead of commercial veneering sqm 170.00121 8014 Cement Bonded Particle Board - 8 mm thick sqm 230.00

121A 8014A Cement Bonded Particle Board - 10 mm thick sqm 250.00

Veneered particle board with commercial on both sides122 7468 12 mm thick sqm 230.00123 7469 18 mm thick sqm 360.00124 7470 25 mm thick sqm 520.00

Veneered particle board with teak veneering on both sides125 7474 12 mm thick sqm 660.00126 7475 18 mm thick sqm 790.00127 7476 25 mm thick sqm 890.00

Prelaminated particle board with one sidedecorative and other side balancing lamination,flat pressed 3 layer & graded (medium density)

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Grade I, Type II conformig to IS: 12823 (exterior grade):128 7477 12 mm thick sqm 475.00129 7478 18 mm thick sqm 545.00130 7479 25 mm thick sqm 742.00

Prelaminated particle board with both sidesdecorative lamination, flat pressed 3 layer &graded (medium density) Grade I, Type IIconformig to IS: 12823 (exterior grade):

131 7480 12 mm thick sqm 525.00132 7481 18 mm thick sqm 595.00133 7482 25 mm thick sqm 612.00

134 7116 Hard board 6 mm thick sqm 150.00135 7062 Extra cost for decorative lamination one side

and balancing lamination other side sqm 280.00

Bricks:136 2604 F.P.S. bricks class designation 35 1000nos. 3000.00137 2604C Machine moulded bricks 1000nos. 3800.00138 1984 F.P.S. brick tiles class designation 35 1000nos. 900.00139 1984E Mangalore pressed tile-230x230x20mm each 4.00140 0362 Brick bats cum 600.00

Cement:141 0367 Portland Cement - 43 grade tonne 4500.00142 0368 White cement tonne 13500.00143 7024 Acid proof cement tonne 8000.00144 0368A Diff. of white and grey cement kg 9.00145 7024A Diff. in cost of acid proof & ordinary cement tonne 3500.00

Chemicals:146 4203 Copper acetate kg 155.00147 4204 Hydrochloric Acid kg 18.00148 4205 Copper Chloride kg 190.00149 4206 Copper nitrate kg 168.00150 4207 Amonium Chloride kg 9.60151 7022 Choloropyriphos 20% E.C. litre 200.00152 7316 Acelerating admixture kg 26.00

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153 7317 Retarding admixture kg 59.00154 7318 Plasticizer/ Super plasticizer kg 130.00

155 4012 Circular C.I box for ceiling fan each 43.00

156 7069 Cirular or hexogonal box for fan clamp including topand bottom lid - M.S.sheet each 26.50

157 0370 Coal (steam) qtl 1000.00

Distemper:158 0815 Dry kg 30.00159 0816 Oil bound washable kg 50.00160 0816A Acralic washable kg 60.00

Expandable fastner with plastic sleeve andM.S. screws

161 7312 25 mm long each 7.00162 7313 32 mm long each 8.00163 7314 40 mm long each 9.00164 7315 50 mm long each 11.00

165 7090 Expanded polystyrene type N - Normal sqm 88.00

166 0979 Earth for filling (Good Earth) cum 170.00

FITTINGS:Anodised Aluminium fittings:(Crown / Classic)Butt Hinges:

167 0687 125x75x4mm each 55.00168 0688 125x63x4mm each 40.00169 0689 100x75x4mm each 47.00170 0690 100x63x3.2mm each 39.00171 0691 100x63x4mm each 40.00172 0692 75x63x4mm each 26.00173 0693 75x63x3.2mm each 20.00174 0694 75x45x3.2mm each 15.00175 0695 50x35x3.2mm each 10.00

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176 2465 Casement stay 250mm each 40.00

Flush bolts:177 2461 250mm size each 65.00178 2462 150mm size each 45.00179 2463 100mm size each 33.00

Handles:180 0703 125mm with plate 175x32mm each 50.00181 0704 100mm with plate 150x32mm each 32.00182 0705 75mm with plate 125x32mm each 29.00183 0705A Anodised Aluminium handles- 100mm each 22.00184 0705B Anodised Aluminium handles- 75mm each 20.00185 2459 Hanging type door stopper-125mm Size each 20.00186 7059 Aluminium hanging floor door stopper with

twin rubber & stopper each 45.00187 0706 Kicking plate 50cm long 100x3.15mm each 100.00188 2464 Pull bolt lock (locking bolt) of size 85mm x 42mm with each 28.00

screws, bolts, nuts and washers complete

Screws:189 0707 50mm cent 55.00

190 0708 40mm cent 48.00

191 0709 30mm cent 43.00

192 0710 25mm cent 39.00

193 0711 20mm cent 29.00

Sliding door bolt:194 0696 300x16mm each 160.00195 0697 250x16mm each 140.00

Tower bolts (barrel type):196 0698 300x10mm each 60.00197 0699 250x10mm each 50.00198 0700 200x10mm each 45.00199 0701 150x10mm each 30.00200 0702 100x10mm each 31.00201 7003 Pair of A.A. lever handles for 100mm mortice latch each 190.00

and lock

BRASS FITTINGS:

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202 0446 Brackets (Curtain rods) 20mm each 25.00203 0423 Casement window fastener each 30.00

Casement stays (straight peg type):204 0424 300mm long weight not less than 0.33 kg. each 69.00205 0425 250mm long weight not less than 0.28 kg. each 62.00206 0426 200mm long weight not less than 0.24 kg. each 48.00207 0430 Chain with hook for fan light catch each 19.00208 0447 Cubboard knob or ward robe knob 50mm each 21.00209 0448 Curtain rails with roller stop ends and brackets metre 93.00210 0443 Curtain rod 12mm dia 1.25mm thick metre 65.00211 0444 Curtain rod 20mm dia 1.25mm thick metre 88.00212 0445 Curtain rod 25mm dia 1.25mm thick metre 130.00

Cupboard lock 6 levers (best make of approved quality213 2451 40mm size each 40.00214 2452 50mm size each 55.00215 2453 65mm size each 64.00216 2454 75mm size each 71.00

Door latch:217 0411 300x16x5mm (0.380 kg) each 125.00218 0412 250x16x5mm (0.350 kg) each 115.00219 0417 Floor door stopper 150mm (0.357 kg) each 125.00220 0428 Fanlight catch each 21.00221 0429 Fanlight pivot each 28.00222 0435 Finger plate 30cm long 65x1.6mm (0.350kg) each 67.00223 0440 Furniture handles (cupboard handle) each 20.00

Handles:224 0408 125mm with plate 175x32mm each 98.00225 0409 100mm with plate 150x32mm each 81.00226 0410 75mm with plate 125x32mm each 56.00227 2455 Hanging type door stopper 150mm each 40.00228 2456 Brass hydraulic closer with screws each 700.00

Hard drawn hooks and eyes229 0418 300mm each 46.00230 0419 250mm each 42.00231 0420 200mm each 40.00

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232 0421 150mm each 36.00233 0422 100mm each 29.00

Hasps and staples (safety type)234 0431 300mm each 50.00235 0432 115mm each 40.00236 0433 90mm each 33.00237 0442 Helical spring 150mm each 180.00238 7394 Double action hydrolic floor spring each 960.00

Hinges:Butt hinges (light / ordinary type):

239 0378 125x70x4mm each 68.00240 0379 100x70x4mm each 42.00241 0380 75x40x2.5mm each 20.00242 0381 50x40x2.5mm each 10.00

Butt hinges (heavy type):243 0382 125x85x5.5mm (0.70 kg) each 140.00244 0383 100x85x5.5mm (0.56 kg) each 100.00245 0384 75x65x4.0mm (0.20 kg) each 45.00

Double acting Spring Hinges:246 0392 150mm each 280.00247 0393 125mm each 190.00248 0394 100mm each 155.00

Parliamentary hinges:249 0385 150x125x27x5mm each 195.00250 0386 125x125x27x5mm each 180.00251 0387 100x125x27x5mm each 155.00252 0388 75x100x20x3.2mm each 131.00

Single acting spring hinges:253 0389 150mm each 175.00254 0390 125mm each 150.00255 0391 100mm each 110.00

256 0413 Martice latch and lock 100x65mm with 6 levers each 400.00and a pair of brass lever handles

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257 0414 Martice latch 100mmx65mm with a pair of brass each 350.00lever handles

258 0438 Night latch each 460.00259 0427 Quadrant stays 300mm each 65.00260 7001 100mm martice latch & lock with 6 levers without pair each 190.00

of hanlesScrews:

261 0449 50mm cent 216.00262 0450 40mm cent 165.00263 0451 30mm cent 123.00264 0452 25mm cent 75.00265 0453 20mm cent 55.00

Tower bolts (barrel type):266 0400 250x10mm each 120.00267 0401 200x10mm each 99.00268 0402 150x10mm each 72.00269 0403 100x10mm each 46.00

CHROMIUM PLATED FITTINGS (BRASS):Casement stays (straight peg type) :

270 0569 300mm weighing not less than 0.33 kg each 85.00271 0570 250mm weighing not less than 0.28 kg each 75.00272 0571 200mm weighing not less than 0.24 kg each 60.00273 0568 Casement window fastner each 55.00274 0575 Chain with hook for fanlight catch each 12.00

Cupboard lock (Nickled):275 2468 40mm size each 30.00276 2469 50mm size each 40.00277 2470 65mm size each 50.00278 2471 75mm size each 60.00

Door latch:279 0545 300x16x5mm (380 gms) each 90.00280 0546 250x16x5mm (350 gms) each 80.00

Flush bolts:281 0551 250mm each 100.00

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282 0552 150mm each 60.00283 0553 100mm each 42.00284 0573 Fanlight catch each 24.00285 0574 Fanlight pivot each 20.00

Handles286 0555 125mm with plate 175x32mm each 90.00287 0556 100mm with plate 150x32mm each 69.00288 0557 75mm with plate 125x32mm each 60.00

Hasps and staples (safety type):289 0576 150mm each 55.00290 0577 115mm each 42.00291 0578 90mm each 36.00

Butt hinges (Heavy type)292 0523 110x70x5.5mm (560 gms) each 125.00293 0524 75x65x4mm (200 gms) each 48.00

Butt hinges (Light / Ordinary type) :294 0525 125x70x4 mm each 48.00295 0526 100x70x4 mm each 43.00296 0527 75x40x2.5 mm each 15.00297 0528 50x40x2.5 mm each 12.00

Single acting spring hinges :298 0533 150 mm each 183.00299 0534 125 mm each 125.00300 0535 100 mm each 100.00

301 0558 Mortice latch & lock 100x65mm with 6 levers and apair of brass lever and a pair of brass handles each 350.00

302 0583 Night latch each 365.00303 2467 Pull bolt (locking bolt of size 85mmx42mm with screws,

bolts, nuts and washers complete each 110.00304 0572 Quadrant stay 300mm each 96.00

Rods (Curtain rods of 1.25mm thick)305 0590 12mm diameter metre 108.00306 0591 20mm diameter metre 158.00307 0592 25mm diameter metre 190.00

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Screws :308 0585 50mm cent 180.00309 0586 40mm cent 175.00310 0587 30mm cent 118.00311 0588 25mm cent 80.00312 0589 20mm cent 58.00313 7023 Chromium plated brackets (curtain rods) each 5.00314 7057 Hydraulic door closer tubular type aluminimum extruded section body -

Eddy each 600.00315 7058 Hydraulic door closer tubular type aluminimum extruded section body -

Mytel each 840.00316 0584 Wardrobe knob 50mm each 28.00

COPPER OXIDISED FITTINGS (BRASS)Screws:

317 0517 50 mm cent 120.00318 0518 40 mm cent 102.00319 0519 30 mm cent 75.00320 0520 25 mm cent 48.00321 0521 20 mm cent 36.00

OXIDISED MILD STEEL FITTINGS:322 0678 Chain with hook for fan light catch 300mm each 20.00

Door latch:323 0662 300x20x6mm each 24.00324 0663 250x20x6mm each 23.00325 0676 Fan light catch each 6.00326 0677 Fan light pivot each 7.50

Handles:327 0668 125mm each 14.50328 0669 100mm each 12.50329 0670 75mm each 10.50330 2449 Pull bolt lock of size 85mmx42mm with bolts and nuts each 24.00

complete

Hasps and staples (safety type):331 0679 150mm each 15.00

MahePage 13


332 0680 115mm each 12.00333 0681 90mm each 10.00

Hinges:Butt hinges:

334 0642 125x65x2.12mm each 11.00335 0643 100x58x1.9mm each 7.50336 0644 75x47x1.7mm each 4.00337 0645 50x37x1.5mm each 3.00

Double acting spring hinges:338 0653 150mm each 68.00339 0654 125mm each 55.00340 0655 100mm each 36.00

Parliamentary hinges:341 0646 150x125x27x2.80mm each 30.00342 0647 125x125x27x2.80mm each 25.00343 0648 100x125x27x2.80mm each 24.00344 0649 75x100x20x2.24mm each 19.00

Single acting spring hinges:345 0650 150mm each 65.00346 0651 125mm each 59.00347 0652 100mm each 42.00

Piano hinges:348 0656 1mm thick 35mm wide finished with nickel plating metre 16.50349 0657 1mm thick 35mm wide finished with brass plating metre 19.00

Oxidised M.S. piano hinges finished with brass plating350 7483 50 mm (Over all width) metre 21.00351 7484 65 mm (Over all width) metre 25.00

Oxidised M.S. hinges finished with nickel plating352 7485 50 mm (Over all width) metre 22.00353 7486 65 mm (Over all width) metre 23.00

M.S. piano hinges finished with nickel plating354 7487 50 mm (Over all width) metre 20.00

MahePage 14


355 7488 65 mm (Over all width) metre 22.00

Tee hinges:356 0658 300x115x2.24mm each 18.00357 0659 250x100x2.24mm each 17.00

Hooks and Eyes:358 0671 300mm each 13.00359 0672 250mm each 10.00360 0673 200mm each 8.00361 0674 150mm each 5.00362 0675 100mm each 3.00

Screws:363 0682 50mm cent 45.00364 0683 40mm cent 40.00365 7040 35mm cent 42.50366 0684 30mm cent 25.00367 0685 25mm cent 20.00368 0686 20mm cent 16.00

Sliding door bolts:369 0660 300x16mm each 50.00370 0661 250x16mm each 34.00

Tower bolts (barrel type):371 0664 250x10mm each 26.00372 0665 200x10mm each 18.00373 0666 150x10mm each 12.00374 0667 100x10mm each 12.00

Casement stay (straight peg type)375 7063 300 mm not less than 0.33 kg each 11.00376 7064 250 mm not less than 0.28 kg each 10.00377 7065 200 mm not less than 0.24 kg each 9.20378 7184 Safety chain weighing not less than450gms for doors each 24.50

MILD STEEL FITTINGS BRIGHT FINISHED OR

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BLACK ENAMELED:379 0641 Bolts and nuts 50x6mm each 3.00380 0630 Chain with hook for fanlight catch 300mm long each 3.50381 0628 Fan light catch each 3.50382 0629 Fan light pivot each 3.00

Handles:383 0620 125mm each 5.50384 0621 100mm each 4.00385 0622 75mm each 2.50

Hasps and staples(safety type)386 0631 150mm each 6.00387 0632 115mm each 5.00388 0633 90mm each 4.50389 0634 Helical door spring 150 mm each 31.00

Hinges:Butt hinges:

390 0594 125x65x2.12mm each 7.50391 0595 100x58x1.90mm each 4.50392 7027 100x58x2.5mm each 7.50393 0596 75x47x1.70mm each 3.00394 0597 50x37x1.50mm each 2.00

Double acting spring hinges:395 0605 150 mm each 65.00396 0606 125 mm each 47.50397 0607 100 mm each 31.00

Parliamentary hinges:398 0598 150x125x27x2.80 mm each 20.00399 0599 125x125x27x2.80 mm each 15.00400 0600 100x125x27x2.80 mm each 10.30401 0601 75x100x20x2.24 mm each 8.00

Piano hinges:402 0608 1mm thick 35mm wide finished with nickle plating each 17.00

Single actind spring hinges:

MahePage 16


403 0602 150 mm each 52.50404 0603 125 mm each 46.50405 0604 100 mm each 41.00

Hooks and eyes:406 0623 300 mm each 6.00407 0624 250 mm each 7.00408 0625 200 mm each 4.00409 0626 150 mm each 3.00410 0627 100 mm each 2.10

Screws:411 0635 50mm cent 42.00412 0636 45mm cent 36.00413 0637 40mm cent 28.00414 0638 30mm cent 22.00415 0639 25mm cent 17.00416 0640 20mm cent 13.00

Sliding door bolts bright finished or / and enamelled417 0612 300x16 mm each 24.00418 0613 250x16 mm each 22.00

Tower bolts (Barrel type):419 0616 250x10 mm each 13.00420 0617 200x10 mm each 14.00421 0618 150x10 mm each 9.30422 0619 100x10 mm each 6.00

M.S tower bolt-bright finished / black stove enamelled:423 7350 250 x 10 mm each 30.00424 7351 200 x 10 mm each 29.00425 7352 150 x 10 mm each 27.00426 7353 100 x 10 mm each 24.00

M.S. handle for steel windows including bolts,nuts and washers

427 7066 100 mm each 5.20428 7067 150 mm each 6.50

429 7034 Nickle plated M.S. pipe 20mm dia. metre 52.50

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430 7035 Nickle plated M.S. brackets Curtain rod 20mm each 2.00

FLUSH DOORSBlack Board ConstructionTeak wood ply on both faces:

431 0713 35mm thick sqm 1555.00432 0714 30mm thick sqm 1555.00433 0715 25mm thick sqm 1490.00434 0800 30mm thick kuttys Eleganza door shutter sqm 1783.00435 0801 35mm thick kuttys Eleganza door shutter sqm 1840.00436 0802 38mm thick kuttys Eleganza door shutter sqm 1889.00

Commercial ply on both faces:437 0717 35mm thick sqm 1280.00438 0718 30mm thick sqm 1225.00439 0719 25mm thick sqm 1170.00

440 0752 Lipping sqm of door area 350.00

441 7049 Teak wood lipping of size 25x3 mm in pelmets metre 8.00

Vision Panel

442 0753 Square sqm of door area 99.00

443 0754 Circular sqm of door area 96.00

444 0755 Flush door -Louvers-Decorative type sqm 175.00

445 0757 Rebate cutting sqm of door area 35.00

446 0761 Fuel wood qtl 205.00

Galvanised steel bolt and nuts / sheets:447 1022 Galvanised steel bolts and nuts 6mm dia and 25mm

long round head with slots each 5.00448 1023 Galvanised steel J or L hooks-8mm dia. each 50.00449 1024 Galvanised steel bolts and nuts 10mm dia 125mm ln each 6.00450 1028 Galvanised steel straining bolt each 32.00451 1029A G.I.Barbed wire qtl 3500.00452 1030 Galvanised steel turn buckles each 6.00453 1033 Galvanised steel bolts and nuts-8mm dia. each 4.00454 3050 Galvanised steel corrugated sheets qtl 3510.00

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455 0992 Galvanised steel plain sheet qtl 3510.00456 7029 Galvanised wire mesh of average width of aperture

1.4 mm and nominal dia. of wire 0.63 mm sqm 147.00

Glass sheets/strips:457 2405 Glass sheet of nominal thickness 3mm (weighing sqm 193.00

not less than 7.5 kg/sqm.)

458 2406 Glass sheet of nominal thickness 4mm (weighing sqm 240.00not less than 10 kg/sqm.)

2406A Mirror face glass sheet green shade - 4mm thick sqm 392.002406B Mirror face glass sheet blue shade - 4mm thick sqm 425.00

459 2407 Glass sheet of nominal thickness 5mm (weighing sqm 380.00not less than 13.5 kg/sqm.)

2407A Mirror face glass sheet green shade - 5mm thick sqm 503.002407B Mirror face glass sheet blue shade - 5mm thick sqm 537.00

460 2408 Glass sheet frosted nominal thick 3mm sqm 300.00461 1149 Glass strips 4mm thick 40mm deep metre 5.25462 1150 Glass strips 6mm thick 40mm deep metre 7.00463 2705 Glass strips 4mm thick 25mm deep metre 3.00464 2706 Glass strips 4mm thick 50mm deep metre 6.00465 2707 Glass strips 4mm thick 78mm deep metre 10.00466 2709 Glass strips 4mm thick 62mm deep metre 8.00467 0304 Gravel cum 400.00468 0763 Glue kg 60.00469 1036 Iron Pintels including welded pin each 25.00

Jali (cement concrete):470 0768 50mm thick sqm 210.00471 0769 40mm thick sqm 180.00472 0770 25mm thick sqm 160.00

Lime:473 0773 Unslaked lime qtl 230.00474 0775 White lime qtl 500.00475 0776 Satna lime qtl 135.00476 0777 Slaked lime cum 610.00

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Marble chips upto 4mm and down size:477 0784 Marble dust/ powder cum 1500.00478 0785 White & Black qtl 115.00479 0786 Chocolate, grey or yellow qtl 95.00480 0787 Baroda green qtl 95.00481 0788 Large size above 4mm White & Black qtl 115.00

MARBLE SLABS:GREY MARBLE

482 6020 15mm thick sqm 750.00

Makran Doongr Adanga marble (15 mm thick)483 7279 Above 0.2 sqm upto 0.5 sqm sqm 700.00484 7280 Above 0.5 sqm upto 1.0 sqm sqm 750.00485 7281 Above 1.0 sqm upto 2.0 sqm sqm 800.00

PINK MARBLEPlain:

486 6007 15mm thick sqm 700.00

WHITE MARBLEMakrana Doongri adanga veined

487 6004 15mm thick sqm 700.00488 6004A Mourvadu 15mm thick sqm 807.00489 6004B Baroda green sqm 807.00

Makrana IInd quality plain:490 6001 15mm thick sqm 700.00

Makrana second quality plain:491 1237 Cutting marble/sand stone slab upto 50 mm thick metre 5.00492 7244 Rajnagar marble stone 18mm thick ( 105 x 60 cm) sqm 800.00493 7245 Granite stone 18mm thick ( 105 x 60 cm) sqm 1700.00

Polished Granite Black (18 mm thick):494 7295 Above 0.2 sqm upto 0.5 sqm sqm 1747.00495 7296 Above 0.5 sqm upto 1.0 sqm sqm 1928.00496 7297 Above 1.0 sqm upto 2.0 sqm sqm 1928.00

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Polished Granite pink (18 mm thick):497 7299 Above 0.2 sqm upto 0.5 sqm sqm 1125.00498 7300 Above 0.5 sqm upto 1.0 sqm sqm 1250.00499 7301 Above 1.0 sqm upto 2.0 sqm sqm 1400.00

Polished Granite grey (18 mm thick):500 7303 Above 0.2 sqm upto 0.5 sqm sqm 1450.00501 7304 Above 0.5 sqm upto 1.0 sqm sqm 1600.00502 7305 Above 1.0 sqm upto 2.0 sqm sqm 1800.00

Polished Ruby Rate (18 mm thick):503 7299A Above 0.2 sqm upto 0.5 sqm sqm 1300.00504 7300A Above 0.5 sqm upto 1.0 sqm sqm 1500.00505 7301A Above 1.0 sqm upto 2.0 sqm sqm 1700.00506 2710 Marble stone pieces for crazy flooring qtl 100.00507 0808 Metallic floor hardener qtl 690.00

METAL BEADING:508 1143 Steel metre 4.00509 1144 Aluminium metre 45.00510 7349 12 mm M.S. U beading metre 2.30511 0810 Moorum cum 400.00512 0811 Mud (dry) cum 18.00

OIL:513 0771 Kerosene oil litre 17.00514 1235 Diesel oil litre 35.00515 0818 Linseed oil (double boiled) litre 79.00

Paints:(Asian / Dulux / Nerolac)516 0826 Aluminium paint litre 170.00517 0827 Acid proof paint litre 150.00518 0828 Anticorrosive bituminous paint(black) litre 100.00519 0828A Black board paint litre 130.00520 0829 Black Japan paint litre 100.00521 0830 Enamel paint litre 130.00522 0831 Floor enamel paint in all shades litre 120.00523 0833 Synthetic enamel paint black or chocolate shade litre 130.00524 0834 Synthetic enamel paint in all shades except

MahePage 21


black or chocolate litre 130.00525 0835 Plastic emulsion paint litre 240.00

526 0835-A Exterior emulsion-Premium qlty.(Asian,Dulux,Berger) litre 200.00

527 0835-B Exterior emulsion-Commercial qlty.(Asian,Dulux,Berger) litre 132.00528 0840 Ready mixed paint for steel work in all shades 13.00

except white or green litre 130.00529 0842 Ready mixed paint for wood work litre 130.00530 0843 Ready mixed paint for steel work litre 130.00531 0844 Roofing paint for iron sheets in white,

grey or green shade litre 130.00532 0845 Roofing paint for iron sheets in red colour litre 130.00533 0848 Red oxide litre 75.00534 0849 White lead (ready mixed) litre 110.00535 0850 White lead kg 50.00536 0851 Water proofing cement paint kg 40.00537 0859 Oil type wood preservative litre 50.00538 7239 Epoxy paint litre 250.00539 0865 Pig lead (Australian lead of 99.97% purity) kg 120.00540 0 Textureed exterior paint sandtex-matt litre 180.00541 0878 Acrelic exterior paint 'Trump' litre 135.00542 0879A Premium acrelic exterior paint 'Snowcryl-xt' litre 220.00543 0880A Multi surface paint 'Uni Glass" litre 245.00

Pigments:

544 0874 Black colour dark shade kg 45.00545 0875 Red, chocolate,orange,buff or yellow (red oxide of iron)

light shade kg 75.00546 0876 Green or blue medium shade kg 55.00547 0874B Rate avg. 0874 & 0875 kg 60.00

Pipes and accessories:ASBESTOS CEMENT PIPES AND ACCESSORIES:Asbestos cement rain water pipes:

548 0879 50/50.8mm dia metre 19.50549 0880 80/81.2mm dia metre 24.50550 0881 100/101.6mm dia metre 26.50

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Asbestos cement bends:551 0890 50/50.8 mm dia without door each 15.00552 0892 80/81.2mm dia without door each 18.50553 0894 100/101.6mm dia without door each 22.00

Asbestos cement standard shoe:554 0928 50/50.8mm dia each 14.00555 0929 80/81.2mm dia each 17.50556 0930 100/101.6mm dia each 18.50

Asbestos cement cowl:557 7005A 80/81.2mm dia each 21.00558 7005B 100/101.6mm dia each 23.00

Asbestos cement hexagonal rain water head559 0931 250x200/241.3x203.2 mm dia and 100/101.6 mm dia each 29.00560 0932 300x250 mm and 100 mm dia each 32.50561 0933 400x300 mm and 100 mm dia each 52.50

SAND CAST IRON PIPES AND ACCESSORIES:Sand cast iron plain bend:

562 0961 75mm dia each 72.00563 0962 100mm dia each 85.00564 0963 150mm dia each 160.00

Sand cast iron plain shoe:565 0964 75mm dia each 60.00566 0965 100mm dia each 85.00567 0966 150mm dia each 160.00

Sand cast iron tee:568 7087 150 mm each 390.00

Sand cast iron rain water pipes:569 0958 75mm dia and 1.80 metre long each 300.00570 0959 100mm dia and 1.80 metre long each 420.00571 0960 150mm dia and 1.80 metre long each 580.00

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572 0967 Plate - copper kg 140.00Pulleys:

573 0968 38 mm dia each 14.00574 0969 25 mm dia each 14.00575 4013 40 mm dia each 15.00576 0870 Pully plug each 4.50

Plastic water proofing compound:577 1699A Fixostop/Fixopan of type 150A 8mm to 11mm thk metre 253.50578 1699B Fixostop/Fixopan of type 150B 4mm to 5mm thk metre 136.45579 1699C Fixostop/fixopan of type 150A 8mm to 10mm thick metre 257.40

Primers:580 0820 Cement primer litre 90.00581 0821 Distemper primer litre 90.00582 0823 Pink primer (for wood) litre 92.00583 4202 Rex oxide zinc chromate primer litre 120.00584 4201 Aluminium primer litre 104.00585 0824 Primer for cement paint 'Cem prover' litre 75.00586 0825 Special primer (C.W) litre 80.00587 0826A Metal primer (U.G) litre 90.00

Polish:588 0853 French polish litre 100.00589 0855 Wax polish (ready made) kg 210.00

590 0863 Putty for wood work kg 29.90

PVC Sheets:591 2711L Polyvinyle chloride lamination sheet 1.1mm th. sqm 305.50592 2711 Polyvinyle chloride sheet 1.5mm thick sqm 299.00593 2712 Polyvinyle chloride sheet 2mm thick sqm 325.00594 3002 Polyvinyle cholride sheet 400 micron thk. sqm 65.00

PVC Shutters:595 0723A PVC door shutter with PVC frames - 32 mm thick sqm 1800.00596 0723C PVC door shutter with PVC frames - 25 mm thick sqm 1200.00597 0723B PVC door shutter - 32 mm thick sqm 1180.00598 0723D PVC door shutter - 25 mm thick sqm 800.00

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Rolling shutters and its parts:599 0973 Rolling shutters made of 80x1.25mm machine

rolled laths sqm 1100.00600 7044 Rolling shutters of 80x0.90 mm laths sqm 1021.00601 7045 Rolling shutters of 80x1.20 mm laths sqm 1082.00602 0974 Top cover for rolling shutters 1.25 mm thick metre 425.00603 7046 Top cover of rolling shutters 0.90 mm thick metre 311.00604 7047 Top cover of rolling shutters 1.20 mm thick metre 360.00605 0975 27.5cm long wire spring grade No.2 for

rolling shutters each 350.00606 0976 Ball bearing for rolling shutters each 247.00607 7068 Extra for providing grilled rolling shutters

with 8 mm dia. M.S. sqm 125.00

Extra for mechanic devices chain and crankedoperation for operating rolling shutters:

608 0977 Exceeding 10.00 sqm and upto 16.80 sqm area of door sqm 220.00609 0978 Exceeding 16.80 sqm area of door sqm 247.00

Rubber sheet610 2736 Rubber sheet 3.2mm thick sqm 195.00611 7390 Neoprin/EPDM rubber gasket metre 19.50

Sand:612 0982 Coarse sand (zone III) sand for filling cum 800.00613 0983 Fine sand (zone IV) sand for mortar cum 900.00614 0984 Sand for filling cum 800.00

615 0999 Shellac kg 78.00616 1000 Spirit litre 25.00617 1001 Spunyarn kg 26.00

Steel doors and windows:618 4006 Pressed steel door frames (mild steel sheet

1.25mm) profile 'A' metre 104.00619 4007 Pressed steel door frames (mild steel sheet

1.25mm) profile 'B' metre 123.50620 4008 Pressed steel door frames (mild steel sheet

1.25mm) profile 'C' metre 140.50

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621 4014 Ready made steel door with necessary hinges, lugsand glazing clips excluding other fittings & their fixing sqm 1200.00

622 4015 Readymade steel window (fixed) with lugs, andglazing clips excluding other fitting and their fixing sqm 600.00

623 4016 Readymade steel window (side hung) with lugs,hinges and glazing clips excluding other fittingand their fixing sqm 950.00

624 4017 Readymade steel window (top hung) with lugs,hinges and glazing clips excluding other fittingand their fixing sqm 950.00

625 4018 Readymade steel ventilator (central hung) withpivots, lugs, glazing clips excluding otherfitting and their fixing sqm 950.00

Steel:626 1014 Mild steel barbed wire qtl 3000.00627 1015 Mild steel expanded metal 20 x 60 mm sqm 200.00628 1034 Bolts and nuts upto 300mm in length qtl 2800.00629 1035 Bolts and nuts above 300mm in length qtl 2800.00630 1013 M.S. steel sheet for tanks kg 27.00631 1038A Expanded metal mesh 20mmx60mm - 1.6mm thick sqm 85.00632 1008 Flats upto 10mm in thickness kg 28.00633 1009 Flats exceeding 10mm thickness kg 29.35634 1002 M.S. round bars 12mm dia and below kg 27.00635 1003 M.S. round bars above 12mm dia kg 27.00636 1004 Mild steel round bars for reinforcement kg 27.00637 1005 Twisted steel/deformed bars/for reinforcement kg 27.00638 1005-A Steel-TMT (TISCON / VIZAG /IISCO /SAIL) kg 33.50639 1006 M.S. square bars kg 27.00640 1007 Structurals such as tees, angles, channels

and R.S. joists kg 30.50641 1007A structurals such as tees, angles, channels, above

75mm depth kg 33.50642 1010 M.S. plates kg 30.50643 1016 20x6mm mild steel clamps 15 cm long

(for securing chicks) each 15.00644 1017 M.S. ring 40mm dia 6mm round bar each 6.00645 1019 M.S. Hooks each 2.50

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646 1020 M.S. rivets qtl 3000.00647 1021 Hard drawn steel wire fabric sqm 220.00648 7013 Ceiling angle kg 18.00649 1025 Mild steel bolts 6 mm dia and 25mm long

with hexagonal head ten 8.00650 1226 Pull bolt (locking bold) with screws complete each 32.00651 4009 M.S. tubes hot finished welded type kg 42.00652 4010 M.S. tubes hot finished seamless type kg 42.00653 4011 M.S. tubes electric resistant or induction butt welded kg 48.00654 1221 20 mm dia holding down bolts qtl 2800.00655 1222 M.S. sheets with bolts&nuts to rest on pintels each 120.00656 1225 M.S flat strap fitting qtl 2800.00657 7395 6mm dia. M.S. adjustable hangers including clips each 36.00

(upto 1.2 m length)658 7319 Wall form panel 1250x500 mm each 1200.00659 7320 Tie bolt 12mm dia 100mm length each 44.00660 7321 Tie bolt 12mm dia 150mm length each 48.00661 7322 Tie bolt 20mm dia 150mm length each 88.00662 7323 Tie bolt 20mm dia 225mm length each 110.00663 7324 Spring coil 12mm each 12.00664 7325 Plastic cone 12mm dia each 16.00665 7326 Corner angle 45x45x5 mm 1.50 m long each 440.00666 7327 100 mm channel shoulder 2.5 m long each 1650.00667 7328 Double clip (bridge clip) each 110.00668 7329 Single clip each 92.00669 7330 M.S. tube 40mm dia. metre 225.00670 7331 Wall form panel 1250x450mm each 1150.00671 7332 Corner angle 45x45x5m 2.50m long each 400.00672 7333 Corner clamp 450x1070m each 1800.00673 7334 Prop 2m (2-3.5m) each 1300.00674 7335 Binding wire kg 37.50675 7342 Adjustable span ESO+SI(2.35-3.40) each 2400.00676 7343 Adjustable telescopic prop 3 m (2.02 - 3.75m) each 1500.00677 7344 Beam clamp 300-380mm (450-1070 mm) each 550.00678 7345 Prop 4 m each 40.00679 7346 Double coupler each 66.00680 7347 Cadmium plated full threaded steel screws cent 28.00681 7388 Dash hold fastener 12.5 mm dia, 40 mm long

MahePage 27


with 6 mm dia bolt each 52.00

Stones and stone tiles:682 1203H Rough stone for R.R.work cum 510.00683 1203C Rough stone for revetment cum 510.00684 1203D Jetty stone / Armour stone / Core stone MT 250.00685 Armour Stone 1-2T MT 250.00686 Armout Stone 2-4T MT 250.00687 1203E Bond stone cent 510.00688 1163 White sand stone slab 75mm(un-polished) sqm 250.00689 1165 White sand stone slab 40mm thick sqm 150.00690 1168 Kota stone slab 20 mm to 25 mm thick (semi polished) sqm 330.00691 1168A Kota stone slab 20 mm to 25 mm thick (semi polished) 5' & above 5' sqm 365.00692 7013A Both side polished cuddapha slab sqm 220.00693 1154 Through and bond stone cent 600.00694 1157 Stone for masonry work cum 510.00695 1158 Stone for pitching 15 cm x 22.5 cm cum 510.00696 7461A Thanthoori stone - 25mm thick sqm 350.00697 2610 Laterite stone - dressed 20x20x30 cm 100no 1400.00

Tiles698 1201 Precast terrazo tiles 20 mm thick (light shade) sqm 220.00699 1202 Precast terrazo tiles 20 mm thick (medium shade) sqm 180.00700 1203 Precast terrazo tiles 20 mm thick (dark shade) sqm 170.00701 7236 Precast chequered cement tiles 22 mm thick

dark shade using ordinary cement sqm 270.00702 7237 Precast chequered cement tiles 22 mm thick

medium shade using 50% white cement and 50% grey sqm 350.00

703 1227 Chequered terrazo tiles 22 mm thick (light shade) sqm 320.00704 1228 Chequered terrazo tiles 22mm thick (medium shade) sqm 200.00705 1229 Chequered terrazo tiles 22mm thick (dark shade) sqm 190.00706 2701 Chequered terrazo tiles 30 mm thick (light shade) sqm 220.00707 2702 Chequered terrazo tiles 30 mm thick (medium shade) sqm 178.00708 2703 Chequered terrazo tiles 30 mm thick (dark shade) sqm 150.00

709 7072 Single fired Ceramic tiles 8 mm thick withmatt finish - 150 x 150 mm size ten 82.00

710 1257A Thermocole ceiling tiles - 19mm thick sqm 180.00

MahePage 28


711 2806 White glazed tiles 152x152mm / 100x100 mm /200x100 mm size 5 mm thick sqm 324.00

712 7185 Colour glazed tiles 152x152mm / 100x100 mm /200x100 mm size 5 mm thick sqm 324.00

713 7186 Factory printed glazed tiles 5 mm thick sqm 347.00714 7076 White/ off white glazed screen printed tiles

of minimum thickness 5 mm - 150 x 150 mm size ten 90.00715 2717 Polyvinyle chloride tiles 1.5 mm thick sqm 327.00716 2717A Sun control film sqm 368.00717 2718 Polyvinyle chloride tiles 2mm thick sqm 350.00718 1203B 25mm thick c.c.flooring tiles sqm 398.00719 2750 8mm thick granite stone (mirror polished) sqm 450.00720 2751 8 mm thick marble tiles (polished) Raj Nagar sqm 234.00721 2752 18 to 20 mm (average) thick Doongri - Adanga

marble tiles (polished) sqm 350.00722 2753 7.0 mm thick ceramic tiles of all shades 330x330mm/

200x200mm/200x100mm(as per manufacture'sspecification) sqm 322.00

723 2753-F 10mm thick fully vitrified tiles 60cmx60cm (Johnson/Regency/Naveen) sqm 807.00

724 2753-G 10mm thick fully vitrified tiles 60cmx60cm (bell make) sqm 968.00

725 2753-H 8mm thick fully vitrified tiles 45cmx45sqm (johnson/regency/naveen) sqm 538.00

726 2753-I 8mm thick fully rectified tiles 40.5x40,5cm (johnson/regency/naveen) sqm 370.00

727 2753-J 6mm thick ceramic tiles 30x30cm(johnson/regency/naveen) sqm 250.00728 7070 Chequerred precast cement concrete tiles 22 mm

thick using marble chips of size 6 mm light shadeusing white cement sqm 441.00

729 7077 Acid and alkali resistant tiles size 300x300 mm size10 mm thick ten 386.00

730 1182 Surkhi cum 100.00

Timber:731 0300 Casurina posts 80mm dia metre 25.00732 0301 Casurina posts 100mm dia metre 30.00733 0302 Casurina posts 125mm dia metre 40.00

MahePage 29


0302A Casurina posts 100mm dia to 130 mm dia metre 35.000302B Casurina posts 150mm dia metre 67.00

734 1189B Teak wood in scantling Ist Class cum 73000.00735 1190B Teak wood in planks Ist Class cum 77000.00736 1189C Teak wood in scantling IInd Class cum 65000.00737 1190C Teak wood in planks IInd Class cum 68000.00738 1197P Malasia patak (scantling) cum 38830.00739 1198P Malasia patak (Planks) cum 53000.00740 1197K Country wood in scantling (Jack) cum 43000.00741 1197V Country wood in scantling (Irul) cum 36000.00742 1198K Country wood in planks (Jack) cum 56554.00743 1198V Country wood in planks (Irul) cum 46000.00744 2403 Mango wood in scantling cum 10000.00745 2404 Mango wood in planks cum 11500.00746 1230K Extra for selected planks of kongu wood cum 1300.00747 1230T Extra for selected planks of sup.teak wood cum 2500.00

PANELS:748 2412 Ply wood 5 ply with commercial ply on both

faces 6 mm thick sqm 200.00749 2473 Ply wood 3 ply with teak ply one face and sqm 390.00

commercial ply on another face 4mm thick750 0721A 35mm-Factory made panel door & 12mm thk.panel sqm 1650.00751 0722A 30mm-Factory made panel door & 9mm thk.panel sqm 1200.00752 8014A 12mm thick novapon sqm 450.00

Plywood :753 0758 Commercial Ply Wood - 4 mm thick sqm 150.00754 0759 Decorative Ply Wood - 4 mm thick sqm 350.00

Varnishes:755 0856 Ordinary varnish litre 90.00756 0857 Superior copal varnish litre 100.00757 0858 Superior spar varnish litre 120.00758 8617 Velvet cloth sqm 150.00

Water proofing materials:759 1213 Water proofing materials kg 22.00

MahePage 30


760 8620 Water level indicator - Mechanical each 5380.00761 8621 Electronic water level indicator each 30000.00

WASHERS:762 1207 G.I.limpet washer cent 20.00763 1208 Bitumen washer cent 17.00764 1209 G.I.plain washer thick cent 28.00765 1210 G.I plain washer thin cent 20.00

WELDING:766 1214 By gas plant metre 70.00767 1215 By electric plant metre 58.00768 1220 Wire mesh (rabbit) sqm 58.00

769 1216 Whiting qtl 643.00

770 7015 Soffit cleat each 2.30771 7017 Joint finisher kg 34.00772 7019 Dash fastner each 7.50

0.4 MATERIALS FOR SERVICES773 1301 Bleaching powder qtl 2500.00

Board Draining:774 1302 600x450x25mm thick teak wood with skirting each 400.00

and beading775 1303 750x450x25mm thick teak wood with skirting each 456.00

and beading

Bolts and Nuts:776 1956 16mm dia. 60mm long each 33.00777 1957 16mm dia. 65mm long each 34.89778 1958 20mm dia. 65mm long each 63.42779 1959 20mm dia. 70mm long each 65.17780 1960 20mm dia. 75mm long each 67.16781 1961 20mm dia. 80mm long each 68.60782 1962 24mm dia. 85mm long each 70.00783 1963 24mm dia. 90mm long each 115.75784 1964 27mm dia. 100mm long each 120.00

MahePage 31


Box (Surface):785 1304 For stop cock each 52.50786 1305 For sluice valve each 105.00787 1306 For fire hydrant each 234.00788 1307 For water metre each 175.00

Bracket- C.I:789 1308 For flushing cistern pair 38.50790 1309 For wash basin and sinks pair 49.00791 3750 Brass fisher Union 32 mm each 52.50792 3744 Brass fisher Union 40 mm each 58.50

Chain:793 1314 C.P. brass chain with 32mm dia rubber plug each 23.00794 1315 C.P. brass chain with 40mm dia rubber plug each 28.00

795 1159A Charcoal powder kg 23.00796 1159B Black pigment kg 39.00

Cistern:797 Controlled low level flushing cistern with fitting - high

density polythylene / poly propolyne:

798 7358 P.V.C. 10 lts capacity (low level) (white)(with fittings, accessories and flush pipe) each 700.00

799 7359 P.V.C automatic flushing cistern 5 lit capacity each 497.00800 7360 P.V.C. automatic flushing cistern 7.5 lts capacity each 740.00801 7361 P.V.C automatic flushing cistern 10 lit capacity each 990.00802 7362 P.V.C. automatic flushing cistern 15 lts capacity each 1170.00

Controled low level flushing cistern withfittings - High density polythyene/poly propylene

803 7122 10 lit. (full flush) capacity - white each 610.00804 7123 10 lit. (full flush) capacity - coloured each 730.00805 7124 8 lit. (full flush) capacity - white each 580.00806 7125 8 lit. (full flush) capacity - coloured each 930.00

Controlled low level flushing cistern withall fittings - Vitreous China (Parryware / Hindware)

MahePage 32


807 7126 10 litre (full flush) capacity white each 4750.00808 7127 10 litre (full flush) capacity coloured each 6400.00809 7106 Coloured low level flushing cistern 10 litres

(Vitreous china) each 5500.00810 7005 10 litres without fitting (vitreous china) each 4200.00811 7006 10 litres with fittings (vitreous china) each 6000.00

High level Automatic C.I. flushing cistern:812 1325 5 litres with fittings each Del813 1326 10 litres with fittings each Del814 1327 15 litres with fittings each Del

Clamps:M.S. Standard holder bat clamps for sand cast ironor cast iron pipes

815 0886 For 150mm dia. pipe each 23.00816 1331 For 100mm dia. pipe each 10.50817 0888 For 80mm dia. pipe each 8.00818 1332 For 75mm dia. pipe each 7.00819 1333 For 50mm dia..pipe each 6.00820 1329 For 32mm dia..pipe each 6.00821 1334 Clamps and M.S. stays including bolts and nuts

For 50mm Pipe each 14.00822 1335 Clamps and M.S. stays including bolts and nuts

For 75mm Pipe each 15.00823 1330 Clamps and M.S. stays including bolts and nuts

For 100mm pipe each 15.00

Clearing eye with chain and lid824 1336 100mm dia each 25.50825 1337 150mm dia each 29.00

Cocks:Brass bib cocks:

826 1339 15mm dia. each 100.00827 1340 20mm dia. each 125.00828 1341 25mm dia. each 200.00

C.P Brass bib cocks:829 7257 15mm dia. each 170.00

MahePage 33


830 7258 15mm long nose each 196.00831 7259 15mm long body each 226.00

Brass stop cock:832 1342 15mm dia. each 100.00833 1343 20mm dia. each 152.00834 1344 25mm dia. each 184.00835 1345 32mm dia. each 234.00836 1346 40mm dia. each 285.00837 1347 50mm dia. each 305.00

C.P brass stop cock838 7260 15 mm dia. each 207.00839 1350 Coupling (Mosquito proof) of approved design each 23.00

Covers - C.I:H.D 560 mm dia.

840 3860 With frame each 2630.00841 3861 Without frame each 1400.00

M.D 500 mm dia.842 1356 With frame each 1280.00843 1357 Without frame each 930.00

L.D Square:844 1352 Without frame 300x300mm light duty each 184.00845 1353 With frame 300x300mm inside cover of 4.50 Kg. each 90.00

L.D Rectangular846 1354 With frame 455x610mm light duty each 788.00847 1355 Without frame 455x610mm light duty each 360.00848 7130 Precast RCC manhole cover-LD 25 rect.-600x450mm each 550.00849 7131 Precast RCC manhole cover-LD 25 sq.-350x350mm each 500.00850 7132 Precast RCC manhole cover-LD 25 circular- 450mm each 450.00851 7133 Precast RCC manhole cover-MD 10 rect.-500x500mm each 550.00852 7134 Precast RCC manhole cover-MD 10 circular- 500mm each 550.00853 7135 Precast RCC manhole cover-HD 20 circular- 560mm each 750.00854 7136 Precast RCC manhole cover with frame EHD 35

Circular shape 560mm dia each 2340.00

MahePage 34


Ferrule Brass, C.I Mouth :855 1360 15 mm dia each 85.00856 1361 20 mm dia each 140.00857 1362 25 mm dia each 150.00

Dirt box858 7422 Dirt box srainer 80 mm each 2358.00859 7423 Dirt box srainer 100 mm each 3574.00860 7424 Dirt box srainer 150 mm each 4795.00861 7425 Dirt box srainer 200 mm each 6500.00

Draining board862 7364 White glazed fire clay draining board

600x450x25 mm each 493.50

863 7365 Raj Nagar Marble stone draining board600x450x25 mm each 409.50

Foot rests:864 1970 Vitreous china 250x125x25mm pair 80.50865 1363 Vitreous china 250x130x30mm pair 70.00

Grating - C.I:866 1364 100x100mm each 12.50867 1365 125x125mm each 15.00868 1366 150x150mm each 17.50869 1367 180x180mm each 26.00870 1368 Grating (Gully) C.I. with frame 500x450mm each 445.00871 1369 Grating (S.C.I) for gully or Nahni each 7.50

Precast R.C.C grating with frame872 7380 500x450mm horizontal grating each 605.00873 7381 450x100mm vertical grating each 312.00874 7108 Stainless steel grating 75 mm dia. each 15.00875 7109 Stainless steel grating 100 mm dia. each 17.50876 1371 Hydrant (FIRE) each 1562.50877 1693 Hand pump each 662.50

Insertion of rubber for pipe joints:

MahePage 35


878 1372 50mm dia pipe joints each 13.75879 1373 80mm dia pipe joints each 15.13

1374 100mm dia pipe joints each 19.00880 1375 125mm dia pipe joints each 20.50881 1376 150mm dia pipe joints each 23.00



1383 500mm dia pipe joints each 131.25886 1384 600mm dia pipe joints each 143.38

JaliPlastic moulded jali of required colour andshade for floor/nahani trap:

887 7110 Circular type (100 mm dia.) each 42.00888 7111 Rectangular with openable circular lid each 52.00

Mirror with white plastic moulded frame889 7112 Circular shape 450 mm dia. each 175.00890 7113 Rectangular shape 453 x 357 mm each 150.00891 7114 Oval shape 450 x 350 mm (outer dimensions) each 170.00892 7115 Rectangular shape 1500 x 450 mm each 590.00893 1392 Mirror of superior make glass-60x45cm each 325.00894 1393 Single Matting each 11.50895 1396 Pedestal for wash basin (Vitreous china) each 553.00

896 1397 Pig lead (Australian lead of 99.97% purity) kg 120.00

PileTestsVertical routine test of piles in accordance withIS: 2911 (Part-IV including installatio of loadingplatform and preparation of pile head orconstruction of test cap and dismantling of testcap after test etc. complete as per specification& direction of Engineer-in-charge

MahePage 36


Single Pile897 7435 Upto 50 tonne capacity pile Deleted898 7436 Above 50 tonne & upto 100 tonne capacity piles Deleted

Group of two or more piles899 7437 Upto 50 tonne capacity each Deleted

7435B All Capacity pile PerMT 330.00PIPES:CAST IRON PIPES AND SPECIALS:

900 1461 Centrifugally cast (spun) iron S&S pipes(class LA) qtl 3800.00901 1464 S&S.C.I std.specials upto 300mm dia (Heavy Class) qtl 3800.00902 1465 S&S C.I non-std. specials upto 300mm dia.

(Heavy Class) qtl 3800.00903 1466 S&S.C.I std.specials over 300mm dia.(Heavy Class) qtl 3800.00904 1467 S&S C.I non-std. specials over 300mm dia.

(Heavy Class) qtl 3800.00905 1468 Flanged C.I std. specials upto 300mm dia.

(Heavy Class) qtl 4000.00906 1469 Flanged C.I non-std spls upto 300mm dia.

(Heavy Class) qtl 4000.00907 1470 Flanged C.I std. specials over 300mm dia.

(Heavy Class) qtl 4050.00908 1471 Flanged C.I non-std.specials over 300mm dia.

(Heavy Class) qtl 3900.00909 1472 Casing pipe 100 mm dia metre 350.00910 0938 C.I. Plain bend-75mm each 150.00911 0939 C.I.Plain bend-100mm each 200.00912 0940 C.I.Plain bend -150mm each 250.00913 0941 CI flat head/corner type bend-75mm each 150.00914 0944 C.I.Plain shoe-75mm dia each 150.00915 0945 C.I. Plain shoe-100mm dia each 200.00916 0946 C.I.Plain shoe-150mm dia each 250.00

Flush PipeFlush pipe with union spreaders and clampsall in C.P Brass for:

917 1532 Single stall each 193.00918 1533 Double stall each 330.00

MahePage 37


919 1534 Range of three stall each 413.00920 1535 Range of four stall each 468.00

Flush pipe and spreaders G.I. for singlelipped urinal:

921 1536 single lipped urinal each 175.00922 1537 Range of two lipped urinals each 351.00923 1538 Range of three lipped urinals each 525.00924 1539 Range of four lipped urinals each 672.00

Flush pipe (G.I) and spreaders for squattingplate urinal:

925 1540 Single set of one plate each 239.00926 1544 Galvanised iron telescopic flush pipe with

brass union (32mm) dia each 220.00

G.I PIPES AND FITTINGS:G.I Pipes (Class - B):

927 1545 15mm dia metre 82.00928 1546 20mm dia metre 101.79929 1547 25mm dia metre 143.91930 1548 32mm dia metre 178.54931 1549 40mm dia metre 212.94932 1550 50mm dia metre 272.55933 1551 65mm dia metre 358.00934 1552 80mm dia metre 487.00935 7356 100mm dia metre 750.00936 7356A 125mm dia metre 1017.90937 7357 150mm dia metre 1132.00

G.I. Back (jam) nuts:938 1555 25mm dia each 15.00939 1559 65mm dia each 29.00

940 7397 G.I. check nut 125mm each 43.00

G.I tee (equal):941 1606 15mm dia. each 17.00

MahePage 38


942 1607 20mm dia. each 27.25943 1608 25mm dia. each 40.10944 1609 32mm dia. each 58.35945 1610 40mm dia. each 80.25946 1611 50mm dia. each 128.10947 1612 65mm dia. each 186.00948 7383 100mm dia each 487.50949 7384 150mm dia. each 550.00950 1612A 80mm dia each 264.00

G.I unions:951 1641 15mm nominal bore each 30.50952 1642 20mm nominal bore each 46.00953 1643 25mm nominal bore each 65.00954 1644 32mm nominal bore each 95.55955 1645 40mm nominal bore each 118.50956 1646 50mm nominal bore each 181.60957 1647 65mm nominal bore each 291.90958 1648 80mm nominal bore each 388.50959 7398 100mm nominal bore each 577.55960 7399 150mm nominal bore each 950.00

SAND CAST IRON SOIL, WASTE AND VENTPIPES AND FITTINGS:

961 1966 S.C.I. Pipe 100mm metre 228.00962 1967 S.C.I. Pipe 150mm metre 367.00

Single socketed pipe 1.8m. long:963 1615 50mm dia pipe each 236.00964 1616 75mm dia pipe each 351.00965 1617 100mm dia pipe each 409.00966 1618 150mm dia pipe each 673.00

Bends:Plain (without access door):


MahePage 39


970 1622 150mm dia each 237.00

with access door:971 1623 50mm dia each 72.50972 1624 75mm dia each 92.50973 1625 100mm dia each 108.50

Single equal junctions:Plain (without access door):

974 1626 50x50x50mm dia each 82.00975 1627 75x75x75mm dia each 97.00976 1628 100x100x100mm dia each 154.00

with access door:977 1629 50x50x50mm dia each 88.00978 1630 75x75x75mm dia each 128.00979 1631 100x100x100mm dia each 170.00

Double equal junctions:Plain (without access door)

980 1632 50x50x50x50mm dia each 125.00981 1633 75x75x75x75mm dia each 158.00982 1634 100x100x100x100mm dia each 214.00

With access door983 1635 50x50x50x50mm dia each 152.00984 1636 75x75x75x75mm dia each 184.00985 1637 100x100x100x100mm dia each 238.00

slotted cowl (terminal guard):986 1638 50mm dia each 44.50987 1639 75mm dia each 68.00988 1640 100mm dia each 86.00

SAND CAST IRON S&S:Single unequal junctions:Plain (Without access door)

989 1653 100x100x75mm dia each 153.00

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990 1654 100x100x50mm dia each 153.00991 1655 75x75x50mm dia each 109.00

with access door992 1656 100x100x75mm dia each 184.00993 1657 100x100x50mm dia each 170.00994 1658 75x75x50mm dia each 128.00

Double unequal junctions:Plain (Without access door)

995 1659 100x100x75x75mm dia each 150.00996 1660 100x100x50x50mm dia each 150.00997 1661 75x75x50x50mm dia each 121.00

With access door998 1662 100x100x75x75mm dia each 210.00999 1663 100x100x50x50mm dia each 187.001000 1664 75x75x50x50mm dia each 156.00

Heal rest bend:1001 1665 50mm dia each 74.001002 1666 75mm dia each 92.001003 1667 100mm dia each 95.00

Single equal invert branch of required degree1004 1668 50x50x50mm dia each 104.001005 1669 75x75x75mm dia each 133.001006 1670 100x100x100mm dia each 180.00

Double equal invert branch of required degree1007 1671 50X50X50X50mm dia each 138.001008 1672 75x75x75x75mm dia each 162.001009 1673 100x100x100x100mm dia each 213.00

Single unequal invert branch of req. degree1010 1674 100X100X75mm dia each 162.001011 1675 100x100x50mm dia each 160.001012 1676 75x75x50mm dia each 117.00

MahePage 41


Double unequal invert branch of req. degree1013 1677 100X100X75X75mm dia each 234.001014 1678 100x100x50x50mm dia each 234.001015 1679 75x75x50x50mm dia each 199.00

Sand cast iron door pieces1016 1681 50mm dia each 90.001017 1682 75mm dia each 115.001018 1683 100mm dia each 141.00

Collar1019 1684 50mm dia each 37.001020 1685 75mm dia each 46.001021 1686 100mm dia each 55.00

UPVC Connection pipe with brass union30cm length:

1022 1687 15mm dia each 40.001023 1688 20mm dia each 52.00

45cm length:1024 1689 15mm dia each 70.001025 1690 20mm dia each 81.00

TEE [S.C.I]1026 1691 100mm dia each 111.001027 1692 150mm dia each 163.00

PVC waste pipe for sink and wash basin includingPVC waste fittingsSemi Rigid pipes with fittings

1028 7117 32 mm dia. with length not less than 700 mm each 11.001029 7118 40 mm dia. with length not less than 700 mm each 14.00

Felxible pipe (Coil shaped) with fittings1030 7119 32 mm dia. with length not less than 700 mm each 16.001031 7120 40 mm dia. with length not less than 700 mm each 16.00

RCC Pipes and collars

MahePage 42


NP2 Class pipe1032 1700 100mm dia metre 105.001033 1701 150mm dia metre 117.001034 1702 250mm dia metre 146.001035 1703 300mm dia metre 420.001036 1704 450mm dia metre 600.001037 1705 500mm dia metre 675.001038 1706 600mm dia metre 750.001039 1710 900mm dia metre 1400.00

NP2 Class collars1040 1714 100mm dia each 30.001041 1715 150mm dia each 75.001042 1716 250mm dia each 100.001043 1717 300mm dia each 150.001044 1718 450mm dia each 200.001045 1719 500mm dia each 225.001046 1720 600mm dia each 250.001047 1724 900mm dia each 350.00

Stone ware pipes grade A (60cm long):1048 1854 100mm dia each 35.501049 1855 150mm dia each 68.501050 1856 200mm dia each 149.501051 1857 230mm dia each 175.751052 1858 250mm dia each 222.601053 1859 300mm dia each 326.501054 3803 350mm dia each 421.201055 3804 400mm dia each 505.501056 1861 450mm dia each 589.70

PVC Pipes:(Finolex / Jain)1057 1549A 40mm dia. (4Kg/Sqcm) metre 31.001058 1615A 50mm dia. (4Kg/Sqcm) metre 40.001059 1615B 63mm dia. (4Kg/Sqcm) metre 54.001060 1616A 75mm dia. (4Kg/Sqcm) metre 72.001061 1616B 90mm dia. (4Kg/Sqcm) metre 105.001062 1617A 110mm dia. (4Kg/Sqcm) metre 130.00

MahePage 43


1063 1618A 140mm dia. (4 Kg/sqcm) metre 237.001064 8007A 50mm dia. (6Kg/Sqcm) metre 52.001065 8007B 63mm dia. (6Kg/Sqcm) metre 64.001066 8007 75mm dia. (6Kg/Sqcm) metre 90.001067 8007C 90mm dia. (6Kg/Sqcm) metre 140.001068 1617B 110mm dia. (6Kg/Sqcm) metre 200.001069 1618B 140mm dia. (6 Kg/sqcm) metre 310.00

1069A 1619E 20mm dia. (15 kg/sq.cm) metre 18.501069B 1619F 25mm dia. (15 kg/Sq.cm) metre 29.001069C 1619G 40mm dia. (15 Kg/Sq.cm) metre 44.00

PVC fittings:(Finolex /Jain)1070 0929A PVC shoe - 75mm dia. each 43.151071 0930A PVC shoe - 110mm dia. each 92.001072 0930B PVC shoe - 140mm dia. each 121.851073 1621C PVC tee - 50mm dia. each 29.251074 8008 PVC tee - 75mm dia. each 66.701075 8005 PVC tee - 110mm dia. each 157.001076 1360A PVC saddle set 160x20mm each 140.001077 1360B PVC saddle set 110x20mm each 85.001078 8010 PVC clamp 75mm dia. each 21.251079 8006 PVC clamp 110mm dia. each 32.301080 8009 PVC door bend 75mm dia. each 68.251081 1621D PVC door bend 140mm dia. each 114.001082 1619A PVC 50mm plain bend without access door each 30.001083 1620A PVC 75mm plain bend without access door each 40.251084 1621A PVC 110mm plain bend without access door each 138.001085 1623A PVC 50mm plain bend with access door each 36.001086 1624A PVC 75mm plain bend with access door each 48.001087 1625A PVC 110mm plain bend with access door each 90.001088 1665A PVC 50mm heel rest bend each 26.001089 1666A PVC 75mm heel rest bend each 34.501090 1667A PVC 110mm heel rest bend each 59.001091 1897A PVC trap 110mm inlet and 110mm outlet each 108.001092 1898A PVC trap 110mm inlet and 75mm outlet each 98.001093 1899A PVC trap 110mm inlet and 50mm outlet each 72.001094 1626A PVC single equal plain jun. w/o door 50x50x50 mm each 36.001095 1627A PVC single equal plain jun 75x75x75mm each 90.00

MahePage 44


1096 1684A PVC reducing socket 75x50mm each 26.501097 1685A PVC reducing socket 110x50mm each 57.001098 1686A PVC reducing socket 110x75mm each 60.001099 1628A PVC sing.eq.pl.jn.without door 110x110x110mm each 144.001100 1629A PVC sing.eq.pl.jn.with door 50x50x50mm each 48.001101 1630A PVC sing.eq.pl.jn.with door 75x75x75mm each 60.001102 1631A PVC sing.eq.pl.jn.with door 110x110x110mm each 94.001103 1631B PVC sing.eq.pl.jn.with door 140x140x140mm each 168.001104 1637A PVC dou.eq.pl.jn.with door 150x150x150x150mm each 264.001105 1637B PVC dou.eq.pl.jn.with door 110x110x110x110mm each 162.001106 1638A PVC terminal guard (vent cowl)- 50mm each 12.001107 1639A PVC terminal guard (vent cowl)- 75mm each 16.501108 1640A PVC terminal guard (vent cowl)- 110mm each 24.001109 1640B PVC terminal guard (vent cowl)- 140mm each 36.001110 7192 UPVC Coupler-75mm dia each 35.001111 7193 UPVC coupler for UPVC Drainage pipes 110mm each 57.501112 7194 UPVC pushfit coupler-75mm dia each 35.001113 7195 UPVC pusufit coupler (single) 110mm each 69.001114 7196 UPVC single equal tee 75x75x75mm each 55.001115 7197 UPVC single equal tee without door 110mm each 117.001116 7198 UPVC single equal tee without door 75x75x75mm each 65.001117 7199 UPVC single equal tee with door 110mm each 134.001118 7188 UPVC single socketed pipe 75 mm dia (4kg/sqcm) metre 82.001119 7189 UPVC single socketed pipe 110 mm dia (4kg/sqcm) metre 160.001120 7208 UPVC bend 87.5 degree 75mm each 45.001121 7209 UPVC bend 87.5 degree 110 mm each 88.001122 7212 UPVC plain shoe bend 75mm each 98.001123 7213 UPVC plain shoe 110 mm bend each 208.001124 7214 UPVC pipe clip bend 75mm each 10.501125 7215 UPVC pipe clip 110 mm bend each 31.00

UPVC Casing pipe & accessories for borewell works:1126 B001 150mm dia plain pipe metre 603.001127 B002 200mm dia plain pipe metre 1111.901128 B003 150mm dia slotted pipe metre 780.001129 B004 200mm dia slotted pipe metre 1205.001130 B005 M.S. centering guide 150mm metre 80.00

MahePage 45


1131 B006 M.S. centering guide 200mm metre 100.001132 B007 M.S. Endcap 200mm each 600.001133 B008 UPVC cone 150mm each 350.001134 B009 UPVC cone 200mm each 550.001135 B011 Pebbles cum 1100.001136 1631S S.W. plain junction 100x100x100mm each 144.00

G.I flush pipe and C.P brass Spreader includingC.P Connection pipe

1137 7375 Single lipped urinal each 175.001138 7376 Range of two lipped urinals each 200.001139 7377 Range of three lipped urinals each 225.001140 7378 Range of four lipped urinals each 250.001141 7379 White vitreous china clay half stall urinal flat

back 580x380x350 mm or angle back 450x375x350 mmwith waste fittings as per IS : 2556 each 1032.00

1142 1969 Rubber plug each 5.001143 7190 Rubber (Seal) Ring 75 mm dia. metre 12.001144 7191 Rubber (Seal) Ring 110 mm dia. metre 13.00

Sinks:1145 1863 Kitchen sink(fire clay)-600x450x250mm each 1400.001146 1871 White vitreous china Lab.sink-450x300x150mm each 670.001147 1872 White vitreous china Lab.sink-600x450x200mm each 1600.00

Stainless steel kitchen sink - with drain board1148 7098 510 x 1040 bowl depth 178 mm 1mm thick each 1800.001149 7099 400 x 915 bowl depth 160 mm 1mm thick each 1100.001150 7100 500 x 1000 bowl depth 178 mm 1mm thick each 1700.00

Stainless steel kitchen sink - without drain board1151 7101 610 x 510 bowl depth 200 mm 1mm thick each 1150.001152 7102 535 x 460 bowl depth 178 mm 1mm thick each 1085.001153 7103 510 x 432 bowl depth 172 mm 1mm thick each 954.00

Seats:1154 1875 White plastic seat (Solid) with lid,CPB hin., rub.buf each 235.001155 1876 Black plastic seat (Solid) with lid CPB hin., rub buf each 210.00

MahePage 46


1156 3228 600x120 mm glass shelf with anodised al. angleframe, C.P brass brackets and guard rail of std. Size each 68.00

Shower rose (CP brass) for 15 to 20mm inlet:1157 1878 100mm dia each 140.001158 1879 150mm dia each 158.00

1159 1881 Spunyarn kg 26.001160 1882 Strainer brass 40mm dia 1.5m long each 352.00

TapC.P. Brass tap:

1161 1885 15 mm dia each 130.001162 1886 20 mm dia each 158.001163 7262 Basin mixer pillar tap 15mm each 625.001164 7363 15 mm tap with elbow opertion lever each 260.00

Tank:1165 1649 Polyethylene water storage tank with cover and

suitable locking arrangement per litre 5.00

Towel rails:1166 3224 750x20mm A.A. towel rail along with a pair each 90.00

of A.A. brackets1167 3225 600x20mm A.A. towel rail along with a pair each 70.00

of A.A. brackets1168 1888 Towel rail C.P.brass 600x20mm together with a pair

of C.P.brass brackets to fit the size of towel rail each 79.00

Toilet paper holder of standard size1169 1889 C.P.Brass each 33.001170 3749 Vitreous China each 65.00

Traps:Trap(C.I) for standard urinal with vent armwith operating and other couplings in C.P.B


MahePage 47


Trap (CP brass):1174 1894 32mm dia each 78.001175 1895 40mm dia each 135.00

Sand cast iron trap:1176 1896 With vent heel - 100mm dia each 135.001177 1897 With 100mm inlet and 100mm outlet - 100mm each 141.001178 1898 With 100mm inlet & 75mm outlet each 129.001179 1899 With 100mm inlet and 50mm outlet - 100mm each 88.00

S.W. Gully traps - P type:1180 1900 100x100mm each 41.001181 1901 125x100mm each 52.001182 1902 150x100mm each 65.001183 1903 180x100mm each 82.001184 1904 180x150mm each 105.00

Union (CP brass):1185 3604 32mm each 55.001186 3617 40mm each 76.00

Urinals1187 1913 Vitreous china lipped front urinal each 376.001188 1914 Fire clay stall urinal each 2655.001189 1915 Vitreous china squatting plate urinal each 606.00

Valves:1190 7415 Double acting air valve 50mm each 2937.001191 7416 Double acting air valve 80mm each 4112.001192 7417 Double acting air valve 100mm each 4935.001193 7261 C.P Brass angle valve 15 mm each 152.00

Ball valve H.P. with copper float:1194 1916 15mm each 176.001195 1917 20mm each 293.001196 1918 25mm each 352.00

MahePage 48


H.P or L.P with Polyethene Floats:1197 1922 15mm dia each 147.001198 1923 20mm dia each 238.001199 1924 25mm dia each 265.00

Brass full way valve with C.I wheel(screwed end)

1200 1925 15mm dia each 105.001201 1926 20mm dia each 148.001202 1927 25mm dia each 230.001203 1928 32mm dia each 317.001204 1929 40mm dia each 387.001205 1930 50mm dia each 615.001206 1931 65mm dia each 799.001207 1932 80mm dia each 1260.00

Gunmetal non return valve:Horizontal: (screwed end)

1208 1933 25mm dia each 265.001209 1934 32mm dia each 419.001210 1935 40mm dia each 610.001211 1936 50mm dia each 866.001212 1937 65mm dia each 1535.001213 1938 80mm dia each 2110.001214 7433 100mm dia each 2200.00

Vertical: (screwed end)1215 3080 25mm dia each 206.001216 3084 32mm dia each 270.001217 3088 40mm dia each 352.001218 3092 50mm dia each 470.001219 3096 65mm dia each 842.001220 3300 80mm dia each 1132.001221 7434 100mm dia each 1345.00

Sluice valve (with caps) C.I. class-I1222 1939 80mm dia each 1950.001223 1940 100mm dia each 2555.001224 1941 125mm dia each 2650.00

MahePage 49


1225 1942 150mm dia each 3870.001226 1943 200mm dia each 6725.001227 1944 250mm dia each 9391.001228 1945 300mm dia each 11260.00

Wash BasinsFlat back wash basin(Vitreous China)

1229 1947 630x450mm each 646.001230 3229 550x400mm each 502.001231 7004 450x300mm each 382.00

Angle back wash basin (Vitreous China):1232 1949 600x480mm each 587.001233 1950 400x400mm each 470.001234 3213 Surgeon type wash basin (Vitreous China) of

size 660x460mm each 905.001235 1951 C.P brass waste 32mm each 52.001236 1952 C.P brass waste 40mm each 72.00

Water Closet (Parryware / Hindware)1237 1953 Vitreous China Indian type w.c pan size-580mm each 305.001238 1954 Vitreous China Orissa type w.c pan size-580mm each 658.001239 1955 Vitreous China pedestal type water closet each 745.001240 7104 Coloured Orissa pattern W.C pan 580 x 440 mm each 1020.001241 7105 Coloured Pedestal type W.C pan European type each 1120.001242 7107 Coloured (other than black) solid PVC plastic

seat in European W.C. pan each 352.00

Water meter1243 1555A Water meter (incl.testing)15mm(Actaris / GSV/ E&H) each 810.00

Water stops1244 7427 Serrated with central bulb (225 mm wide, 8-11mm tk.) metre 299.001245 7428 Dumb bell with central bulb metre 265.001246 7429 Kickers metre 470.00

MISCELLANEOUS ITEMS:1247 8619 Godrej Nov-tal lock - 65mm size each 350.001248 7492 Lightening arrester each 3640.00

MahePage 50


1249 0993C Netlon mesh using 25mm anodised aluminium strip sqm 230.001250 7355 RCC vent shaft 9.10m long Std. design. each 4400.001251 8622 Empty HDPE Cement bags each 1.501252 7048 Rawl plug 50mm (Designation 10 no) each 7.501253 2488 Plywood 9ply with teak ply on both face 12mm sqm 660.001254 2489 Plywood 9ply with teak ply on one face 12mm sqm 530.001255 7306A Anodised aluminium grill kg 360.001256 7306B Anodised aluminium section kg 235.001257 7438 8mm thick- Granite brown sqm 550.001258 7439 8mm thick - Raj nagar white sqm 250.001259 7440 8mm thick-Banswara white sqm 250.001273 7550 Survey charges for tank site hectare 321.001274 7551 Survey charges for channel site Rmt 2.501275 7552 Weighing charges cum 4.001276 7553 M20 grade paver block 227x124x65mm each 7.501277 7554 Laying of precast paver block with Vibrator sqm 90.001278 7562 0.5 HP Suguna or other equivalent Mono Block Pumpset each 2350.001279 7563 1 HP Suguna or other equivalent Mono Block Pumpset each 3150.001280 7564 2 HP Suguna or other equivalent Mono Block Pumpset each 7800.001281 9999 Sundries LS 2.65

MahePage 51


BASIC RATES FOR ROAD WORK

HIRE CHARGES OF PLANTS1 0300 H/C for Power road roller 8-10 T per hr. 325.002 0304 H/C for Hot mix plant 6-10 TPM per hr. 827.803 0305 H/C for Heat master oil fed 1500 lit per hr. 178.804 0306 H/C for Tipper 5 T capacity per hr. 228.445 0308 H/C for Tractor dozers-275HP(Crowler) per hr. 450.806 0309 H/C for Tractor 40-50 HP per hr. 284.807 0316 H/C for Motor grader 75-120 HP per hr. 1595.808 0317 H/C for Buldozer (above 80 HP) per hr. 2450.809 0322 H/C for Front end loader 1cum cap. per hr. 541.8810 0330 H/C for Mechanical Paver finisher per hr. 681.5111 0335 H/C for Concrete mixer 10-7 cft per hr. 112.5012 0337 H/C for Pin vibrator (needle) per hr. 40.0013 0359 H/C for steel cribs 6'x2'x2' per hr. 50.0014 0361 H/C for Shovel per hr. 175.0015 0362 H/C for Water tanker per hr. 93.7516 0363 H/C for Vibratory roller per hr. 1081.5017 0364 H/C for Base mix plant per hr. 827.8018 0365 H/C for Hot mix plant-40 tonne per hr. 9119.2019 0366 H/C for Pnumatic roller per hr. 852.8020 0366A H/C for Sensor paver finisher per hr. 1830.0221 0603 H/C for Truck 10 tonne capacity per hr. 230.8022 0300A H/C for smooth 3 wheeled steel roller per hr. 325.0023 0300B H/C for tandem roller per hr. 825.5224 0364 H/C for Base mix plant per hr. 827.8025 0365 H/C for hot mix plant per hr. 9119.2026 0306C H/C for disc with harrow per hr. 18.0027 0306B H/C for blade per hr. 11.0028 0606 H/C for wet mix plant 75 tonnes per hr. 827.8029 0607 H/C for electric generating set 125 KVA per hr. 555.0030 0608 H/C for rotavator per hr. 11.0031 0609 H/C for excavator per hr. 1200.0032 0610 H/C for hydraulic chips spreader per hr. 1750.8033 0611 H/C for bitumen pressure distributor per hr. 742.8034 0612 H/C for plate compactor per hr. 60.00

MahePage 52


35 0601 H/C for air compressor 250 cfm per hr. 232.2636 0609A H/C for mechanical broom hydraulic per hr. 256.2637 0306A H/C for ripper per hr. 18.00

Note: Above hire charge includes cost of services of operating staff and supply of lubricating oil.

LABOUR38 0032 Animal cart attendant per day 200.0039 0034 Bhandani per day 200.0040 0028 Bhisthi per day 190.0041 0003 Blacksmith Class I per day 250.0042 0004 Blacksmith Class II per day 230.0043 0016 Blaster per day 200.0044 0018 Breaker per day 210.0045 0006 Carpenter Class II per day 230.0046 0017 Chiseller per day 210.0047 0019 Dresser per day 200.0048 0015 Driller per day 200.0049 0031 Head Mate per day 230.0050 0024 Hot mazdoor per day 240.0051 0030 Mali per day 200.0052 0007 Mason Class I per day 250.0053 0008 Mason Class II per day 230.0054 0001 Mate per day 230.0055 0002 Mazdoor per day 200.0056 0009 Painter/Varnisher/Polisher Class I per day 230.0057 0010 Painter/Varnisher/Polisher Class II per day 210.0058 0033 Ploughing mazdoor per day 200.0059 0020 Skilled dresser per day 200.0060 0021 Skilled mazdoor per day 210.0061 0023 Sprayer per day 250.0062 0026 Spreader per day 250.0063 0025 Tarring Mate per day 210.0064 0011 Blacksmith (Average) per day 240.0065 0013 Mason (Average) per day 240.0066 0061 Operatar(pile) per day 250.0067 0062 Mechanic (pile) per day 250.00

MahePage 53


MATERIALS FOR ROAD WORK68 0144 Annealed steel wire kg 38.0069 0106 Bitumen 80/100 tonne 20500.0070 0106B Bitumen 60/70 tonne 22500.00

0106C CRMB tonne 23630.6371 0106D Bitumen emulsion tonne 21000.0072 0121 Bricks country 1000No 3000.0073 0124 Bond stone Cum 510.0074 0132 Borrow area sand cum 800.0075 0141 Ballies 125mm dia metre 40.0076 0101 Portland Cement - 43 grade tonne 4500.0077 0158 De-oiled neem cake qtl 700.0078 0174 Detonators each 70.0079 0176 Drilling equipment per day 230.0080 0212 Digging plant, carriage and planting each 30.0081 0165 Empty bitumen drum each 150.0082 0151 Filter media 40mm HBG metal cum 500.0083 0160 Farm yard manure cum 125.0084 0164 Fertiliser qtl 500.0085 0107 Gravel cum 400.0086 0172 G.I. barbed wire minimum 9.3kg/m kg 35.0087 0161 Hedge plant each 5.0088 0115 HBG metal 93mm nominal size (IRC) cum 500.0089 0115A HBG metal 80mm nominal size (IRC) cum 500.0090 0115B HBG metal 60mm nominal size (IRC) cum 500.0091 0117 HBG metal 53mm nominal size (IRC) cum 500.0092 0118 HBG metal 45mm nominal size (IRC) cum 500.0093 0114 HBG metal 26.5mm nominal size (IRC) cum 800.0094 0113 HBG metal 22.4mm nominal size (IRC) cum 800.0095 0112 HBG metal 13.2mm nominal size (IRC) cum 800.0096 0111 HBG metal 11.2mm nominal size (IRC) cum 800.0097 0400 HBG metal 10mm nominal size cum 800.00

Quary dust Cum 450.00Quary dust Cum 400.00

98 0119 HBG metal 6.75mm nominal size (IRC) cum 600.0099 0133 HBG metal 5.75mm nominal size (IRC) cum 600.00

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100 0152 Joint sealing compound 25mm deep kg 80.00101 0153 Joint filler 10cm wide 12.5cm deep sqcm 83.00102 0102 Mild steel bars kg 27.00103 0123 Mango wood planks cum 11500.00104 0166 M.S. rivets 6mm X 10mm each 2.00105 0167 M.S flats kg 28.00106 0171 M.S angle, tee, channel, flat (avearge) kg 30.50107 0154 Premixed primer litre 130.00108 0155 Premixed paint I class litre 150.00109 0162 Plants each 10.00110 0125 Rough stone for RR work cum 510.00111 0145 RCC pipe NP3 with collar 1200mm dia metre 4100.00112 0147 RCC pipe NP3 with collar 900mm dia metre 3130.00113 0156 Road marking paint litre 200.00114 0100 Sand cum 900.00115 0157 Screened manure cum 50.00116 0159 Sludge cum 12.00117 0163 Shrups each 5.00118 0173 Special gelatine 80% kg 52.00119 0175 Safety fuse wire coil 29.00120 0150 Spall cum 150.00121 0103 Tor steel bars kg 27.00122 0126 Bajri (20mm Nominal size) cum 700.00123 0127 Gravel (22.4mm - 90mm) cum 400.00124 0128 Gravel (5.6mm - 22.4mm) cum 400.00125 0130 WBM Grade-II metal (63mm - 45mm) cum 500.00126 0131 WBM Grade-III metal (53mm - 22.4mm) cum 650.00127 0135 IRC HBG Metal (26.5mm - 11.2mm) cum 800.00128 0136 IRC HBG Metal (22.4mm - 2.8mm) cum 714.28129 0137 IRC HBG Metal (11.2mm - 2.8mm) cum 680.00130 0138 IRC HBG Metal 2.8mm cum 600.00131 0139 IRC HBG Metal (53mm - 26.5mm) cum 600.00132 0140 IRC HBG Metal (22.4mm - 11.2mm) cum 800.00133 0109 ISS HBG Metal 20mm cum 800.00134 0110 ISS HBG Metal 40mm cum 500.00135 0129 WBM Grade-I metal (90mm - 45mm) cum 500.00

MahePage 55


136 0382 Enamel paint litre 130.00137 0383 Road Reflector each 400.00138 0384 Stone 15x15x19cm with 30cm chisel dressed each 45.00139 0401 Bentonite tonne 5000.00140 0402 Diesel litre 35.00141 0403 Linseed oil litre 79.00142 0383A S/F TATA BP Solar powered studs uni directonal each 3500.00143 0125A 10mm thick Flamed granite sqm 511.10

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BASIC RATES FOR BRIDGE WORK

1 0001 Mate each 230.002 0002 Mazdoor each 200.003 0003 Blacksmith I class each 250.004 0004 Blacksmith II class each 230.005 0007 Mason I class each 250.006 0008 Mason II class each 230.007 0009 Painter I class each 230.008 0011 Blacksmith (average) each 240.009 0013 Mason (average) each 240.0010 0015 Driller each 200.0011 0016 Blaster each 200.0012 0017 Chiseller each 210.0013 0028 Bhisthi each 190.0014 0037 Fitter (average) each 220.0015 0040 Welder (average) each 200.0016 0042 Well sinker I class each 260.0017 0044 Well sinker (average) each 250.0018 0047 Mechanic (average) each 220.0019 0053A Work supervisor each 240.0020 0055 Operator each 250.0021 0057 Skilled labour each 210.0022 0058 Semi skilled labour each 190.0023 0100 Sand cum 900.0024 0101 Cement tonne 4500.0025 0102 Mild steel tonne 27000.0026 0103 Tor steel tonne 27000.00

0103A TMT - Rods tonne 33500.0027 0106 Bitumen 80/100 tonne 20500.0028 0107 Gravel cum 400.0029 0108 ISS HBG metal-10mm cum 800.0030 0109 ISS HBG metal-20mm cum 800.0031 0110 ISS HBG metal-40mm cum 500.0032 0120 Bricks 1000 no 3000.0033 0124 Bond stone cent 510.0034 0125 Rough stone for rr work cum 510.0035 0144 Annealed steel wire kg 38.0036 0150 Spall cum 150.00

MahePage 57


37 0151 Filter media stone aggregate 40mm HBG metal cum 500.0038 0156 Road marking paint litre 200.0039 0171 M.S angle,tee,channel,flat (average) tonne 30500.0040 0174 Detonators each 70.0041 0175 Safety fuse wire coil 29.0042 0176 Drilling equipment day 230.0043 0177 A.c collar 100mm dia each 20.0044 0178 Blasting materials kg 23.0045 0179 M.S bolts & nuts kg 28.0046 0181 Drill bits each 150.0047 0183 Diesel litre 35.0048 0184 Oil litre 79.0049 0185 C.I shoes @ 80kg/pile kg 35.0050 0186 M.S shoes @ 35kg/pile kg 40.0051 0193 Neoprene kg 200.0052 0194 M.S plate kg 28.0053 0196 A.c pipe 100mm dia metre 35.0054 0197 M.S holder bat clamp 100mm dia each 15.0055 0198 Copper plate kg 140.0056 0199 Fibre board sqm 175.0057 0200 Premoulded joint filler 20mm th.12m x 0.25m sqm 25.0058 0207 Chequered c.c tiles sqm 377.0059 0208 M.S grating 260mm x 26mm each 25.0060 0209 G.I pipe 100mm class b metre 750.0061 0210 G.I wire mesh 10cm x 10cm size 3mm thick kg 30.0062 0211 Epoxy kg 250.0063 0221 Pigment kg 45.0064 0222 Nipple kg 25.0065 0331 H/c for crane 3 mt Hr. 300.0066 0335 H/c for concrete mixer 10-7 cft Hr. 112.5067 0337 H/c for pin vibrator (needle) Hr. 40.0068 0341 H/c for pumpset 10-20 hp Hr. 68.7569 0352 H/c for screed vibrator Hr. 43.7570 0355 H/c for air compressor 145-170 cfm Hr. 232.2671 0357 H/c for air compressor 300-340 cfm Hr. 232.2672 0377 H/c for batching plant Hr. 1526.0073 0378 H/c for transit mixer Hr. 890.00

MahePage 58


HIRE CHARGES OF PLANTS

1 Coaltar Boiler 900 to 1400 litres per day Del2 Diesel Truck - 7 to 10 tonne capacity per day Del3 Spraying machine including electric charges per day Del4 Coaltar Sprayer per day Del5 Barber green, drying, mixing and Asphalt Plant, with accessories

capacity 30/45 tonneper day Del

MATERIALS FOR BUILDING WORK & ROAD WORK6 Adhesive Solvent cement litre 120.00

Aluminium7 Aluminium Strip 10mm kilogram 190.008 Aluminium Strip 25mm kilogram 190.009 Strips Aluminium fluted 3.15mm thick and 150mm wide metre 240.50

BoardsNatural colour insulating board

10 12mm thick sqm 192.5011 18mm thick sqm 206.0012 25mm thick sqm 412.50

White face insulating board13 12mm thick sqm 258.5014 18mm thick sqm 385.0015 25mm thick sqm 506.00

Veneered particle board with one side teak veneering and other side commercial veneering:


Anodised Aluminium fittings19 Handle 75mm with plate 118x33 mm ten Del20 Aluminium Powder coated lever type handle each Del

NEW BASIC RATES

MahePage 59


Brass Fittings21 Indicating Bolt (vacant / engaged) each 85.00

Butt hinges (heavy type)22 Bush type 75x10mm ten 80.0023 Kicking plate 50cm long 100x3.15 mm each 235.0024 Piano hinges IS : 3818 metre 60.0025 Pull bolt (locking bolt) of size 85x42 mm with screws, bolts, nuts and

washers completeeach 130.00

26 Rim latch and lock 100mm each 165.0027 Rim latch 100mm each 160.00

Screws28 20mm x 6 gauge of good quality cent 120.0029 Brass screws 35mm cent 100.00

CHROMIUM PLATED FITTINGS (BRASS)30 Cupboard lock (six levers) 65x35mm each 60.0031 Hanging type door stopper each 25.0032 Lock bolts each 5.00

Butt Hinges33 Heavy Type 75x65x4.0mm (750 gms) 10 Nos. 400.00

Screws34 Chromium plated brass screws 35mm cent 100.00

OXIDISED MILD STEEL FITTINGSButt hinges

35 M.S. Butt hinges 100x58x2.5mm ten 80.0036 M.S. Butt hinges 125x90x4mm ten 120.00

MILD STEEL FITTINGS BRIGHT FINISHED OR BLACK ENAMELLEDDoor Latch

37 300x20x6mm each 30.0038 250x20x6mm each 25.00

Butt hinges39 125x90x4.00mm (heavy weight) 10 Nos. 135.00

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40 100x75x3.40mm (heavy weight) 10 Nos. 95.0041 75x60x3.10mm (heavy weight) 10 Nos. 60.0042 50x40x2.50mm (heavy weight) 10 Nos. 40.00

43 Powder coated M.S. Butt Hinges 100x58x1.9mm 10 Nos. 130.0044 M.S. sheet circular or hexagonal box for fan clamp including top and

bottom lid.each 30.00

Stainless Steel Fitting45 50mm long Screws 100 Nos. 245.0046 40mm long Screws 100 Nos. 170.0047 30mm long Screws 100 Nos. 120.0048 25mm long Screws 100 Nos. 110.0049 20mm long Screws 100 Nos. 80.00

50 125x64x1.90mm Butt Hinge 10 Nos. 220.0051 75x47x1.80mm Butt Hinge 10 Nos. 130.00

52 125x64x2.50mm Butt Hinge (heavy weight) 10 Nos. 300.0053 100x60x2.50mm Butt Hinge (heavy weight) 10 Nos. 220.0054 75x60x2.50mm Butt Hinge (heavy weight) 10 Nos. 175.00

M.S. Pipe55 Nickle plated M.S. pipe 20mm dia metre 50.0056 Mild steel conduit pipe (heavy type) ISI marked- 20mm dia metre 40.0057 Mild steel conduit pipe (heavy type) ISI marked - 25mm dia metre 45.00

FastenerExpandable fastner with plastic sleeve and M.S. screws

58 25mm long each 5.0059 32mm long each 7.0060 40mm long each 8.0061 50mm long each 9.0062 Dash hold fastener 12.5mm dia, 40mm long with 6mm dia bolt each 30.00

Flush doorsCommercial ply on one face


MahePage 61


Vision Panel66 25mmprelaminated flush door bothside decorative sqm 975.0067 30mmprelaminated flush door bothside decorative sqm 1150.0068 20mmprelaminated flush door bothside decorative sqm 950.0069 20mm prelaminated flush door both side decorative other white

balancingsqm 875.00

70 Second class deodar teak wood lipping 30mm width x 12mm metre 20.00

For flush door shutters71 2nd class teak wood lipping 25mm wide x 12mm thick metre 20.0072 Extra for providing teak veneering on one side instead of commercial

veneeringsqm 300.00

73 Extra for providing teak veneering on both sides instead of commercial veneering

sqm 610.00

74 30mm thick prelaminated flush door shutter sqm 850.00

FACTORY MADE SHUTTERS

Laminated veneer lumber styles rails as per TADS 15 : 1995 and panels of 12mm thick plain Type 1, medium density flat pressed three layer, graded particle board (FPT-1) as per IS:3087-1985 bonded with BWP type synthetic resin adhesive as per IS:848 - 1974

75 35mm thick shutters sqm 1850.00

12mm thick both sides prelaminated Type - 1, medium density flat pressed three layer, graded particle board (FPT-1)as per IS:3087 marked bonded with BWP type synthetic resin as per IS:848-1974

76 35mm thick shutter sqm 2150.00

12mm thick one sides prelaminated Type - 1, other side balancing lamination, medium density, flat pressed three layer , graded particle board (FPT-1) as per IS:3087 bonded with BWP type synthetic resin as per IS:848 - 1974


Sheet glass using 10 kg / sqm glass panes


Using galvanised wire gauge with average width of aperture 1.4mm on both direction with wire of dia 0.63 mm


MahePage 62


80 30mm thick shutters sqm 1320.0081 Laminated veneer lumber conforming to TADS 15 : 1995 1.4mm on both

direction with wire of dia 0.63 mm10 cudm 600.00

82 Factory made PVC Door frame 48x40x2mm thick metre 100.0083 Factory made rigid PVC door frame 50x47x5mm thick metre 220.00

PVC Sheets84 PVC rigid foam sheet 3mm thick sqm 330.0085 PVC rigid foam sheet 1mm thick sqm 125.0086 PVC rigid foam sheet 5mm thick sqm 495.0087 Prelaminated PVC rigid foam sheet 5mm thick sqm 580.0088 Decorative PVC beading metre 10.00

Galvanised SteelGalvanised steel bolts 10mm dia 27cm long both sides threaded

89 with 4 galvansied steel nuts each 8.0090 Hooks (for Brass cleats) 7 to 10cm size each 23.00

Galvanised wire mesh of average width of aperture 1.4mm and 91 nominal dia wire 0.63 mm sqm 126.00

Galvanised wire mesh of average width of aperture 1.18mm 92 nominal dia wire 0,556 mm sqm 135.00

Galvanised wire mesh of average width of aperture 1.00mm 93 nominal dia wire 0.53 mm sqm 95.00

Galvanised M.S.sheet 0.50mm thick pressed channel section of size94 50x32mm metre 35.0095 72x32mm metre 40.00

Galvanised M.S. sheet 0.50mm thick pressed stud96 48x34x36mm metre 40.0097 70x34x36mm metre 45.00

Glass98 Glass block 20x20x10cm each 100.0099 Glass sheet (pin head) 3mm thick sqm 150.00100 Glass sheet (wired) 6mm thick sqm 370.00

MahePage 63


101 Glass strips 52mm wide and 4mm thick metre 6.00

Marble chips upto 4mm and down size102 Marble pieces quintal 100.00

MARBLE SLABS - PINK MARBLEBundi Adanga

103 15mm thick sqm 400.00

WHITE MARBLE104 White marble Raj nagar plain - 15mm thick (slab area 0.10 m2 to 0.20

m2)sqm 325.00

Table rubbedPolished stone15mmThick105x60cm105 Marble stone sqm 600.00106 Granite stone sqm 1500.00

15mm thick marble slab, areawiseMakrana Dongri Adanga marble

107 Above 0.10 sqm upto 0.20 sqm sqm 300.00

Raj Nagar Plain white marble108 Above 0.10 sqm upto 0.20 sqm sqm 330.00109 Above 0.20 sqm upto 0.50 sqm sqm 360.00110 Above 0.50 sqm upto 1.00 sqm sqm 450.00111 Above 1.00 sqm upto 2.00 sqm sqm 550.00

Udaipur green marble112 Above 0.10 sqm upto 0.20 sqm sqm 300.00113 Above 0.20 sqm upto 0.50 sqm sqm 350.00114 Above 0.50 sqm upto 1.00 sqm sqm 400.00115 Above 1.00 sqm upto 2.00 sqm sqm 450.00

Kishan garth Zebra Black marble116 Above 0.10 sqm upto 0.20 sqm sqm 250.00117 Above 0.20 sqm upto 0.50 sqm sqm 300.00118 Above 0.50 sqm upto 1.00 sqm sqm 350.00119 Above 1.00 sqm upto 2.00 sqm sqm 380.00

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Granite Black120 Above 0.10 sqm upto 0.20 sqm sqm 1200.00

Granite Pink121 Above 0.10 sqm upto 0.20 sqm sqm 950.00

Granite Grey122 Above 0.10 sqm upto 0.20 sqm sqm 1100.00

Raj Nagar plain - White Marble (table rubbed and polished 15mm thick:

123 Above 0.10 sqm upto 0.20 sqm sqm 480.00124 Above 0.20 sqm upto 0.50 sqm sqm 510.00

Muslin cloth125 For lining metre 20.00126 For sarkanda chicks metre 20.00

Oil / Fuel127 Mobil oil litre 80.00128 LPG (Commercial Cylinder) kg 25.00129 Pins - Copper pins 6mm dia 7.5cm long each 12.00

Polish130 Melamine polish litre 110.00131 Putty for steel work kilogram 130.00

Sheets132 Rubber tiles plain conforming to IS 809 1.5mm thick sqm 423.00133 Rubber tiles plain conforming to IS 809 2.0mm thick sqm 489.00134 Rubber tiles LP stud conforming to IS 809 2.0mm thick sqm 423.00135 Rubber tiles LP stud conforming to IS 809 3.0mm thick sqm 724.00136 Rubber tiles LP stud conforming to IS 809 4.0mm thick sqm 960.00137 Anti static rubber tiles plain/LP stud conforming to BS : 2050 2.00mm

thicksqm 784.00

138 Rubber tiles plain/LP stud in skirting conforming to IS : 809 2.0mm thick 308.00

139 Standard quality hard board sheet 3mm thick sqm 86.00140 Standard quality hard board sheet 4mm thick sqm 87.00141 Standard quality hard board sheet 4.5mm thick sqm 108.00

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142 3mm thick translucent white acrylic plastic sheet sqm 400.00

Rolling shutters and its partsExtra for mechanical devices chain and cranked operation for operating rolling shutters

143 Wheel 75mm dia. 40mm wide each 50.00144 Flyash cum 5.00

Steel145 Wire mesh (Rabbit) sqm 30.00146 Hard drawn steel wire quintal 2500.00147 Mild steel flat angle iron clamp 50x6mm and 50cm long including bolts

and nutseach 45.00

148 Hoop iron 30x25x1.6mm quintal 2500.00149 "U" shape mild steel clamps each 18.00150 Wire nails kilogram 25.00

Stones151 Boundry stone top chisel dressed 15x15x90cm each 39.00152 Kilometre stone top chisel dressed 22.5x10x75cm each 65.00153 Carborundum stone 100x50x50mm ten 420.00154 Kota stone slab 25mm thick (rough chiselled) sqm 150.00155 Kota stone slab 30mm to 40mm thick (semi-polished) sqm 325.00156 Kota stone slab 45mm to 50mm thick (semi-polished) sqm 325.00157 Red sand stone slab 45/50mm thick (un-polished) sqm 250.00158 Red sand stone slab 40mm thick (undressed) sqm 250.00159 Red sand stone slab 30mm thick sqm 250.00160 Red sand stone block 10 cudm 100.00161 White sand stone block 10 cudm 90.00162 White sand stone slab 45/50mm thick (undressed) sqm 350.00163 Cutting marble or sand stone slab upto 50mm thick by mechanical

devicemetre 8.00

164 Stoneware spouts 100mm dia 60cm long each 25.00

Tiles165 8mm thick granite stone tiles (mirror polished of all shades) sqm 650.00166 8mm thick marble tiles (polished ) Raj Nagar sqm 380.00167 Plain ceiling tiles (BWP type phenol formal dehyde synthetic resin

bonded) (600x600x12mm)each 75.00

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168 Semi perforated ceiling tiles (600x600x12mm) each 75.00

169 12 thick particle board ceiling tile sqm 225.00

Porcelain Tiles170 Polished Porcelain floor tiles 50x50 cm sqm 840.00171 Polished Porcelain floor tiles 60x60 cm sqm 947.00172 Polished Porcelain floor tiles 80x80 cm sqm 1400.00173 Polished Porcelain floor tiles 100x100 cm sqm 1937.00174 Porcelain paver tiles 10x10x1.5 cm sqm 1500.00

BalliesHollock Ballies

175 Hollock ballies 80 mm diameter metre 5.00176 Hollock ballies 100 mm diameter metre 6.00177 Hollock ballies 125 mm diameter metre 7.00178 Hollock ballies 150 mm diameter metre 7.00

PANELS179 Ply wood 5 ply with teak ply on both faces 9mm thick sqm 420.00

180 Ply wood 5 ply with teak ply on one face and commercial ply on another face 6mm thick

sqm 380.00


sqm 400.00


sqm 400.00

Coir Veneered Board ISI markedconforming to IS : 14842 - 2000

183 3 mm thick sqm 120.00184 4 mm thick sqm 245.00185 6 mm thick sqm 310.00186 8 mm thick sqm 400.00187 12 mm thick sqm 545.00188 18 mm thick sqm 680.00

Wedge expansion hold fastner189 1/4" or 6 mm each 9.00190 3/8" or 10 mm each 12.00191 1/2" or 12 mm each 25.00

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Gypsum Board Ceiling192 Gypsum board sqm 125.00193 Ceiling sections metre 35.00194 Perimetre channel metre 22.00195 Intermediate channel metre 35.00196 Ceiling angle metre 16.00197 Connecting clips each 5.00198 Joint filler kilogram 16.00199 Joint finisher kilogram 18.00200 Joint tape roll 110.00201 Dash fastner each 7.00202 Drive all screws 100 Nos. 35.00203 USG Mineral fibre tile sqm 290.00204 Main T ceiling sections 24x38x0.3 mm (3 meter long) each 148.00205 Perimeter Wall angle 21x21 mm (3 meter long) each 93.00206 Intermediate Cross Channel (1.2 mtrs) each 55.00207 Intermediate Cross Channel (1.6 mtrs) each 25.00208 Hanger rod 0.5 mm thick each 4.00209 Adjustment clip each 4.00210 Dash fastener 6 mm dia 50 mm long each 7.00

Chain211 G.I. Chain with G.I. Pull each 10.00

Rectangular type with openable circular lid212 150mm size 18mm high with 100mm dia (100 gms) each 80.00213 150mm size 18mm high with 31mm waste (100 gms) each 80.00

CENTRIFUGALLY CAST (SPUN) IRON S&SOffsets75mm Offset for

214 75mm dia pipe each 110.00215 100mm dia pipe each 135.00

150mm Offset for216 75mm dia pipe each 125.00217 100mm dia pipe each 180.00

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Centrifugally cast (spun) iron door pieces218 100 mm each 145.00219 75 mm each 110.00

Slotted Cowl (Terminal Guard)220 100 mm each 130.00221 75 mm each 115.00

Centrifugally cast (spun) iron collars222 100 mm each 130.00223 75 mm each 115.00

Ductile Iron Pipes and specialsDuctile Iron Pipes Class K - 9 conforming to I.S. 8329

224 100 mm dia metre 640.00225 150 mm dia metre 930.00226 200 mm dia metre 1270.00227 250 mm dia metre 1700.00228 300 mm dia metre 2200.00229 350 mm dia metre 2700.00230 400 mm dia metre 3200.00231 450 mm dia metre 3900.00232 500 mm dia metre 4500.00233 600 mm dia metre 6200.00234 700 mm dia metre 7900.00235 750 mm dia metre 8800.00

Rubber Gasket conforming to I.S. 5382 of S.B.R. Quality236 100 mm dia each 20.00237 125 mm dia each 25.00238 150 mm dia each 30.00239 200 mm dia each 50.00240 250 mm dia each 55.00241 300 mm dia each 80.00242 350 mm dia each 100.00243 400 mm dia each 205.00244 450 mm dia each 220.00245 500 mm dia each 230.00246 600 mm dia each 275.00247 700 mm dia each 445.00

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248 750 mm dia each 520.00

Ductile Iron Specials249 Ductile iron K-12 specials suitable for push on jointing upto 600mm dia quintal 7500.00250 Ductile iron K-12 specials suitable for push on jointing over 600mm dia quintal 12500.00251 Ductile iron specials suitable for mechanical jointing as per I.S.9523

upto 600 mm diaquintal 7900.00

252 Ductile iron specials suitable for mechanical jointing as per I.S.9523 over 600 mm dia

quintal 13200.00

Ductile iron pipe class K-9 flanged and welded253 100 mm dia metre 1700.00254 150 mm dia metre 2500.00255 200 mm dia metre 3000.00256 250 mm dia metre 3700.00257 300 mm dia metre 5000.00258 350 mm dia metre 6000.00259 400 mm dia metre 7500.00260 450 mm dia metre 9000.00261 500 mm dia metre 10600.00262 600 mm dia metre 15000.00263 700 mm dia metre 18000.00

S&S Centrifugally (Spun) C.I. Pipe as per IS 1538 suitable for lead jointing

264 Upto 300mm dia quintal 3600.00265 Over 300mm dia quintal 3800.00

S&S Centrifugally (Spun) C.I. Pipe specials suitable for mechanical joint as per I.S. 13382

266 Upto 300mm dia quintal 3870.00267 Over 300mm dia quintal 4115.00

Flush pipe (G.I) and spreaders for squatting plate urinal268 Range of two plates each 150.00269 Range of three plates each 200.00270 Range of four plates each 250.00271 Galvanised iron telescopic flush pipe with brass union (32 mm) dia each 150.00

PE-AL-PE Composite Pressure Pipe272 1216 mm metre 91.20

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273 1620 mm metre 110.40274 2025 mm metre 142.80275 2532 mm metre 195.60276 3240 mm metre 260.40

Composite and seal compression fittingsEqual Tee

277 1216 mm each 75.60278 1620 mm each 103.20279 2025 mm each 132.00280 2532 mm each 162.00281 3240 mm each 213.60

Reducing Tee282 1620 mm with all branches each 99.60283 2025x2025 mm with all branches each 124.80284 2025 mm with all branches each 110.40285 2532 mm with all branches each 159.60286 3240 mm with all brnaches each 324.00

Female Branch Tee287 1216x1216x15 mm thread each 86.40288 1620x1620x15 mm thread each 102.00289 2025x2025x25 mm thread each 186.00290 2532x2532x32 mm thread each 207.60291 3240x3240x40 mm thread each 261.60

Equal Elbow292 2532 mm each 108.00293 3240 mm each 153.60

Female Elbow294 1216x15 mm thread each 60.00295 1620x15 mm thread each 73.20296 1620x20 mm thread each 90.00297 2025x25 mm thread each 151.20298 2532x32 mm thread each 170.40299 3240x40 mm thread each 241.20

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Male Thread Connector300 1216x15 mm thread each 30.00301 1620x15 mm thread each 37.20302 1620x20 mm thread each 40.80303 2025x25 mm thread each 49.20304 2532x32 mm thread each 80.40305 3240x40 mm thread each 88.80

Female Thread Connector306 1216x15 mm thread each 58.80307 1620x15 mm thread each 62.40308 1620x20 mm thread each 84.00309 2025x25 mm thread each 129.60310 2532x32 mm thread each 186.00311 3240x40 mm thread each 228.00

Couplers312 1216 mm each 78.00313 1620 mm each 91.20314 2025 mm each 102.00315 2532 mm each 108.00316 3240 mm each 151.20

Reducers317 1620x1216 mm each 78.00318 2025x1216 mm each 91.20319 2025x1620 mm each 97.20320 2532 Reduced end each 129.60321 3240 Reduced end each 162.00

Pipe holding clamps322 1216 mm each 7.20323 1620 mm each 8.40324 2025 mm each 10.80325 2532 mm each 19.20326 3240 mm each 24.00

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Fitting bolding clamps327 1216 / 1620 mm each 16.80

Composite internal seal compression fittingsEqual Tee

328 1216 mm each 108.00329 1620 mm each 134.40330 2025 mm each 178.80331 2532 mm each 283.20332 3240 mm each 297.60

Reducing Tee333 1620 mm with all branches each 129.60334 2025x2025 mm with all branches each 166.80335 2025 mm with all branches each 145.20336 2532 mm with all branches each 276.00337 3240 mm with all brnaches each 324.00

Female Branch Tee338 1216x1216x15 mm thread each 110.40339 1620x1620x15 mm thread each 123.60340 2025x2025x25 mm thread each 213.60341 2532x2532x32 mm thread each 304.80342 3240x3240x40 mm thread each 342.00

Equal Elbow343 2532 mm each 202.80344 3240 mm each 210.00

Female Elbow345 1216x15 mm thread each 69.60346 1620x15 mm thread each 81.60347 1620x20 mm thread each 96.00348 2025x25 mm thread each 166.80349 2532x32 mm thread each 220.80350 3240x40 mm thread each 268.80

Male Thread Connector

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351 1216x15 mm thread each 40.80352 1620x15 mm thread each 48.00353 1620x20 mm thread each 54.00354 2025x25 mm thread each 64.80355 2532x32 mm thread each 129.60356 3240x40 mm thread each 129.60

Female Thread Connector357 1216x15 mm thread each 69.60358 1620x15 mm thread each 70.80359 1620x20 mm thread each 90.00360 2025x25 mm thread each 138.00361 2532x32 mm thread each 204.00362 3240x40 mm thread each 252.00

Couplers363 1216 mm each 91.20364 1620 mm each 99.60365 2025 mm each 132.00366 2532 mm each 194.40367 3240 mm each 259.20

Reducers368 1620x1216 mm each 94.80369 2025x1216 mm each 112.80370 2025x1620 mm each 132.00371 With all Reduced end 2532 mm each 183.60372 With all Reduced end 3240 mm each 228.80

G.I. Pipes & FittingsG.I. Back (Jam) nuts:

373 15 mm dia each 7.20374 20 mm dia each 9.60375 32 mm dia each 15.60376 40 mm dia each 18.00377 50 mm dia each 20.40378 80 mm dia each 30.00

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G.I. Plugs379 15 mm dia each 3.00380 20 mm dia each 4.00381 25 mm dia each 5.00382 32 mm dia each 10.00383 40 mm dia each 20.00384 50 mm dia each 27.00385 65 mm dia each 29.00386 80 mm dia each 40.00

G.I. Sockets (reducing)387 20 mm to 15 mm each 13.00388 25 mm to any smaller size each 16.00389 32 mm to any smaller size each 23.00390 40 mm to any smaller size each 30.00391 50 mm to any smaller size each 46.00392 G.I. Inlet connection each 50.00

SAND CAST IRON SOIL, WASTE ANDVENT PIPES AND FITTINGSBend with access door

393 150 mm each 297.00

SAND CAST IRON S&SOff Sets76 mm Offset for

394 75 mm dia pipe each 80.00395 100 mm dia pipe each 130.00

114 mm Offset for396 75 mm dia pipe each 130.00397 100 mm dia pipe each 175.00

152 mm Offset for398 75 mm dia pipe each 140.00399 100 mm dia pipe each 165.00

Chemicals

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400 Caustic soda kg 24.00401 Water proofing compound (liguid type Fosroc) kg 87.00402 Poly sulphide sealent kg 430.00403 Silicon sealant 300ml 340.00404 Polymer adhesive ltr 240.00405 Floor hardener kg 22.00406 Tile adhesive -ordinary cement floor kg 16.00407 Tile adhesive - tile to tile kg 20.00408 Tile adhesive - for granite fixing kg 37.00409 Acrylic polymer modified water proofing compound

(Powder type)set 1360.00

410 Laterite stone including dressing - 30 x 20 x 20 cm each 15.00411 Hollow Block - 400x100x200mm each 14.00412 Hollow Block - 400x150x200mm each 16.00413 Hollow Block - 400x200x200mm each 15.50414 Solid Block - 400x100x200mm each 18.00415 Solid Block - 400x150x200mm each 20.50416 Solid Block - 400x200x200mm each 7.00417 Stabilised Mud Block - 240x240x90mm each 6.50418 Stabilised Mud Block - 240x177x90mm each 5.00419 Stabilised Mud Block - 240x115x90mm each 3.25420 Stabilised Mud Block - 290x140x90mm each 6.50421 Stabilised Mud Block - 215x140x90mm each 4.50422 Stabilised Mud Block - 140x140x90mm each 3.00

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Cost of Ductile iron (k7) pressure pipe confirming to I.S. Specification No.8329/2000 and suitable for tyton/push on joints F.O.R. at Pondicherry.

Ductile Iron pipes1 80 mm dia DI pipe Rmt 420.002 100 mm dia DI pipe Rmt 571.003 150 mm dia DI pipe Rmt 810.004 200 mm dia DI pipe Rmt 1052.005 250 mm dia DI pipe Rmt 1377.006 300 mm dia DI pipe Rmt 1744.007 350 mm dia DI pipe Rmt 2200.008 400 mm dia DI pipe Rmt 2633.009 450 mm dia DI pipe Rmt 3123.0010 500 mm dia DI pipe Rmt 3704.0011 600 mm dia DI pipe Rmt 5105.0012 700 mm dia DI pipe Rmt 6481.0013 750 mm dia DI pipe Rmt 7476.00

Double Flanged C.I. Pipes as per IS 7181/86 (with lates amendments)Standard Pipes

14 80mm to 200mm dia Kg 38.0015 250mm to 400mm dia Kg 40.0016 450mm to 750mm dia Kg 42.00

Non-standard Pipes17 80mm to 200mm dia Kg 39.0018 250mm to 400mm dia Kg 41.0019 450mm to 750mm dia Kg 43.00

Cast Iron double flanged specials & S/S specials as per IS 718/86Standard Specials


Non-standard Specials

ADDITIONAL BASIC RATES FOR WATER SUPPLY AND SEWERAGE WORKS

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SLUICE VALVE (Flanged pipes) confirming to IS 780/1984Pressure Designation PN-1.0With cap

26 50 mm each 1300.0027 65 mm each 1625.0028 80 mm each 1950.0029 100 mm each 2600.0030 125 mm each 3250.0031 150 mm each 3900.0032 200 mm each 6800.0033 250 mm each 9150.0034 300 mm each 11165.0035 350 mm each 20300.0036 400 mm each 23200.0037 450 mm each 26100.0038 500 mm each 33000.0039 600 mm each 39600.0040 700 mm each 91000.0041 750 mm each 97500.0042 800 mm each 104000.0043 900 mm each 171000.0044 1000 mm each 190000.00

With Handwheel45 50 mm each 1300.0046 65 mm each 1625.0047 80 mm each 1950.0048 100 mm each 2600.0049 125 mm each 3250.0050 150 mm each 3900.0051 200 mm each 6800.0052 300 mm each 10200.00

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53 350 mm each 20300.0054 400 mm each 23200.0055 450 mm each 26100.0056 500 mm each 33000.0057 600 mm each 39600.0058 700 mm each 91000.0059 750 mm each 97500.0060 800 mm each 104000.0061 900 mm each 171000.00

SLUICE VALVE (Flanged pipes) confirming to IS 708/1984Pressure Designation PN-1.6With cap

62 50 mm each 700.0063 65 mm each 1750.0064 80 mm each 2100.0065 100 mm each 2800.0066 125 mm each 3500.0067 150 mm each 4200.0068 200 mm each 12000.0069 250 mm each 15000.0070 300 mm each 18000.0071 350 mm each 21000.0072 400 mm each 24000.0073 450 mm each 31500.0074 500 mm each 35000.0075 600 mm each 42000.00

With Handwheel76 50 mm each 700.0077 65 mm each 1750.0078 80 mm each 2100.0079 100 mm each 2800.0080 125 mm each 3500.0081 150 mm each 4200.0082 200 mm each 12000.00

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83 250 mm each 15000.0084 300 mm each 18000.0085 350 mm each 21000.0086 400 mm each 24000.0087 450 mm each 31500.0088 500 mm each 35000.0089 600 mm each 42000.00

AIR / REFLEX VALVESSINGLE AIR VALVE

90 15 MM each 209.0091 20 MM each 251.0092 25 MM each 352.0093 40 MM each 453.0094 50 MM each 493.0095 65 MM each 505.0096 80 MM each 761.0097 100 MM each 958.0098 150 MM each 1624.0099 200 MM each 2706.00

DOUBLE AIR VALVE100 25 MM each 492.00101 40 MM each 1122.00102 50 MM each 1428.00103 80 MM each 1876.00104 100 MM each 2715.00105 150 MM each 5251.00106 200 MM each 9351.00

REFLUX VALVE AS PER IS 5312/PART I/84 (PN I)107 50 MM each 1300.00108 65 MM each 1625.00109 80 MM each 1950.00110 100 MM each 2600.00111 125 MM each 3250.00112 150 MM each 3900.00113 200 MM each 6366.00

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114 250 MM each 8997.00115 300 MM each 11750.00116 350 MM each 30404.00117 400 MM each 39448.00118 500 MM each 48334.00119 600 MM each 61908.00

PVC SPECIALSPVC THREADED COUPLER

120 63mm x 50mm each 20.00121 75mm x 50mm each 32.00122 90mm x 80mm each 45.00123 110mm x 100mm each 75.00124 140mm x 125mm each 135.00

UNEQUAL TEE125 63mm x 50mm each 32.00126 75mm x 50mm each 75.00127 90mm x 50mm each 100.00128 90mm X 75mm each 98.00129 90mm x 63mm each 100.00130 110mm x 50mm each 150.00131 110mm x 63mm each 150.00132 110mm x 90mm each 150.00133 140mm x 50mm each 250.00134 140mm x 63mm each 250.00135 140mm x 90mm each 250.00136 140mm x 110mm each 270.00137 160mm x 50mm each 290.00138 160mm x 63mm each 290.00139 160mm x 90mm each 290.00140 160mm x 110mm each 290.00141 140mm x 140mm each 290.00

PVC REDUCER COUPLER142 63mm x 50mm each 18.00143 75mm x 63mm each 25.00

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144 90mm x 75mm each 36.00145 110mm x 90mm each 48.00146 140mm x 110mm each 70.00147 110mm x 75mm each 62.00148 160mm x 140mm each 110.00149 160mm x 110mm each 130.00150 90mm x 63mm each 45.00151 110mm x 63mm each 50.00152 140mm x 90mm each 70.00153 140mm x 63mm each 75.00

SADDLE PIECE154 63mm X 20mm each 50.00155 75mm x 20mm each 60.00156 90mm x 20mm each 70.00157 140mm x 20mm each 130.00

G.I. SPECIALSG.I. REDUCER (Heavy)

158 100mm x 80mm each 240.00159 100mm x 65mm each 240.00160 100mm x 50mm each 240.00161 80mm x 65mm each 160.00162 80mm x 50mm each 160.00163 80mm x 40mm each 160.00164 80mm x 32mm each 160.00165 65mm x 50mm each 102.00166 65mm x 40mm each 102.00167 65mm x 32mm each 102.00168 65mm x 20mm each 102.00169 50mm x 40mm each 65.00170 50mm x 32mm each 65.00171 50mm x 20mm each 65.00172 40mm x 32mm each 45.00173 40mm x 20mm each 45.00

G.I. REDUCER (Medium)174 100mm x 80mm each 185.00

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175 100mm x 65mm each 185.00176 100mm x 50mm each 185.00177 80mm x 65mm each 100.00178 80mm x 50mm each 90.00179 80mm x 40mm each 90.00180 80mm x 32mm each 90.00181 65mm x 50mm each 75.00182 65mm x 40mm each 75.00183 65mm x 32mm each 75.00184 65mm x 20mm each 75.00185 50mm x 40mm each 50.00186 50mm x 32mm each 50.00187 50mm x 20mm each 50.00188 40mm x 32mm each 35.00189 40mm x 20mm each 35.00

G.I. UNEQUAL TEE (Heavy)190 100mm x 80mm each 470.00191 100mm x 65mm each 470.00192 100mm x 50mm each 470.00193 80mm x 65mm each 290.00194 80mm x 50mm each 290.00195 80mm x 40mm each 290.00196 80mm x 32mm each 290.00197 65mm x 50mm each 210.00198 65mm x 40mm each 210.00199 65mm x 32mm each 210.00200 65mm x 20mm each 210.00201 50mm x 40mm each 150.00202 50mm x 32mm each 150.00203 50mm x 20mm each 150.00204 40mm x 32mm each 80.00205 40mm x 20mm each 80.00206 32mm x 20mm each 60.00

G.I. UNEQUAL TEE (Medium)207 100mm x 80mm each 270.00208 100mm x 65mm each 270.00

MahePage 83


209 100mm x 50mm each 270.00210 80mm x 65mm each 150.00211 80mm x 50mm each 150.00212 80mm x 40mm each 150.00213 80mm x 32mm each 150.00214 65mm x 50mm each 105.00215 65mm x 40mm each 105.00216 65mm x 32mm each 105.00217 65mm x 20mm each 105.00218 50mm x 40mm each 70.00219 50mm x 32mm each 70.00220 50mm x 20mm each 70.00221 40mm x 32mm each 50.00222 40mm x 20mm each 50.00223 32mm x 20mm each 50.00

G.I. SPECIALSG.I. Equal Elbow plain

224 15mm each 10.50225 20mm each 14.00226 25mm each 25.00227 32mm each 30.00228 40mm each 35.00229 50mm each 50.00230 65mm each 90.00231 80mm each 120.00232 100mm each 340.00

G.I. Equal Tee plain233 80mm each 170.00

G.I. Coupling234 15mm each 10.50235 20mm each 16.00236 25mm each 18.00237 32mm each 30.00238 40mm each 40.00

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239 50mm each 60.00240 65mm each 105.00241 80mm each 130.00242 100mm each 270.00

G.I. Flange Set243 40mm each 30.00244 50mm each 45.00245 65mm each 50.00246 80mm each 55.00247 100mm each 100.00

G.I.Cross248 15mm each 28.00249 20mm each 35.00250 25mm each 50.00251 32mm each 85.00252 40mm each 115.00253 50mm each 170.00254 65mm each 250.00255 80mm each 340.00256 100mm each 510.00

G.I. Hex Nipple257 15mm each 9.50258 20mm each 18.00259 25mm each 20.00260 32mm each 28.00261 40mm each 38.00262 50mm each 50.00263 65mm each 90.00264 80mm each 120.00265 100mm each 175.00

G.I. Three way Elbow266 15mm each 26.00267 20mm each 36.00

MahePage 85



G.I. Plug dia Head Taper Thread272 15mm each 3.50273 20mm each 4.50274 25mm each 7.00275 32mm each 15.00276 40mm each 24.00277 50mm each 28.00278 65mm each 30.00279 80mm each 40.00280 100mm each 82.00

G.I. Bend 281 15mm each 12.00282 20mm each 17.00283 25mm each 22.00284 32mm each 26.00285 40mm each 30.00286 50mm each 45.00287 65mm each 80.00288 80mm each 120.00289 100mm each 360.00

G.M. Ferrule290 15mm each 175.00291 20mm each 310.00292 25mm each 490.00

G.I. Stop Cock293 15mm each 125.00294 20mm each 140.00295 25mm each 200.00296 32mm each 290.00297 40mm each 430.00298 50mm each 600.00

MahePage 86


299 65mm each 800.00300 80mm each 1000.00301 100mm each 1700.00

Rubber sheet for flange set302 50mm each 6.50303 65mm each 6.50304 80mm each 10.00

G.I. Reduced Elbow plain305 15mm each 15.00306 20mm each 18.00307 25mm each 26.00308 32mm each 40.00309 40mm each 55.00310 50mm each 80.00311 65mm each 150.00312 80mm each 225.00313 100mm each 375.00

G.I. Reduced Teel plain314 15mm each 20.00315 20mm each 26.00316 25mm each 38.00317 32mm each 55.00318 40mm each 75.00319 50mm each 130.00320 65mm each 202.00321 80mm each 270.00322 100mm each 510.00

G.I. Reduced Socket plain323 15mm each 12.00324 20mm each 28.00325 25mm each 30.00326 32mm each 35.00327 40mm each 65.00

MahePage 87



G.I. Check Net332 15mm each 6.50333 20mm each 9.00334 25mm each 14.00335 32mm each 20.00336 40mm each 26.00337 50mm each 35.00338 65mm each 60.00339 80mm each 75.00340 100mm each 100.00

G.I. Reduced Nipple341 15mm each 10.50342 20mm each 14.00343 25mm each 30.00344 32mm each 52.00345 40mm each 65.00346 50mm each 90.00347 65mm each 175.00348 80mm each 175.00349 100mm each 270.00

G.M. Gate Valves350 20mm each 240.00351 25mm each 390.00352 32mm each 590.00353 40mm each 750.00354 50mm each 1250.00355 65mm each 1900.00356 80mm each 2900.00357 100mm each 5300.00

MahePage 88


G.I. Dummy (Heavy)358 40mm each 10.50359 50mm each 17.00360 65mm each 23.00361 80mm each 30.00362 100mm each 49.00

G.I. Dummy (Medium)363 40mm each 10.00364 50mm each 15.00365 65mm each 21.00366 80mm each 25.00367 100mm each 46.00

M.S. Saddle Piece368 50mm each 40.00369 65mm each 45.00370 80mm each 52.00371 100mm each 70.00

Waste Not Tape372 20mm each 60.00

PVC SPECIALSPVC Couplers fabricated 4 KSC

373 50mm each 10.00374 63mm each 14.00375 75mm each 18.00376 90mm each 22.00377 110mm each 38.00378 140mm each 75.00379 160mm each 92.00380 200mm each 160.00

PVC Couplers fabricated 6 KSC381 50mm each 14.00382 63mm each 16.00383 75mm each 20.00

MahePage 89


384 90mm each 30.00385 110mm each 42.00386 140mm each 90.00387 160mm each 125.00388 200mm each 255.00

PVC Bends fabricated 4 KSC389 50mm each 18.00390 63mm each 25.00391 75mm each 40.00392 90mm each 60.00393 110mm each 75.00394 140mm each 240.00395 160mm each 375.00396 200mm each 700.00

PVC Bends fabricated 6 KSC397 50mm each 19.00398 63mm each 30.00399 75mm each 52.00400 90mm each 75.00401 110mm each 135.00402 140mm each 360.00403 160mm each 540.00404 200mm each 1020.00

PVC Equal tee fabricated 4 KSC405 50mm each 18.00406 63mm each 24.00407 75mm each 28.00408 90mm each 60.00409 110mm each 102.00410 140mm each 155.00411 160mm each 180.00412 200mm each 210.00

PVC Equal tee fabricated BIS 10124/1982 Part V 6 KSC

MahePage 90


413 50mm each 25.00414 63mm each 52.00415 75mm each 55.00416 90mm each 95.00417 110mm each 160.00418 140mm each 195.00419 160mm each 210.00420 200mm each 250.00

PVC Couplers (Mould) BIS 7834/1975 Part VI421 20mm each 4.50422 25mm each 5.50423 32mm each 7.00424 40mm each 12.00425 50mm each 14.00426 63mm each 26.00427 75mm each 37.00428 90mm each 58.00429 110mm each 80.00430 140mm each 140.00431 160mm each 178.00432 200mm each 275.00

PVC Elbow (Mould) BIS 7834/1975 Part VI433 20mm each 6.50434 25mm each 9.00435 32mm each 10.00436 40mm each 16.00437 50mm each 32.00438 63mm each 35.00439 75mm each 48.00440 90mm each 70.00441 110mm each 102.00442 140mm each 180.00443 160mm each 210.00444 200mm each 390.00

PVC Elbow tee (Mould) BIS 7834/1975

MahePage 91


445 20mm each 6.50446 25mm each 10.00447 32mm each 15.00448 40mm each 17.00449 50mm each 32.00450 63mm each 58.00451 75mm each 65.00452 90mm each 108.00453 110mm each 175.00454 140mm each 420.00455 160mm each 445.00456 200mm each 560.00

PVC Male Threaded Adopter457 50mm each 17.00458 63mm each 19.00459 75mm each 22.00460 90mm each 40.00461 110mm each 65.00462 140mm each 103.00463 160mm each 115.00464 200mm each 180.00

PVC End Cap465 20mm each 3.50466 25mm each 5.00467 32mm each 7.00468 40mm each 8.50469 50mm each 8.50470 63mm each 14.00471 75mm each 24.00472 90mm each 32.00473 110mm each 52.00474 140mm each 88.00475 160mm each 124.00476 200mm each 180.00

PVC Tail piece without flange (BIS Marks)477 50mm each 19.00

MahePage 92


478 63mm each 20.00479 75mm each 22.00480 90mm each 32.00481 110mm each 50.00482 140mm each 85.00483 160mm each 125.00484 200mm each 170.00

ROUND COVER WITH SQUARE FRAME485 350mm dia (LD) - 45 Kg each 1575.00486 370mm dia (LD) - 50 Kg each 1750.00487 600mm dia (HD) - 250 Kg each 8750.00488 560mm dia (EHD) - 250 Kg each 8750.00489 600mm dia (EHD) - 290 Kg each 10150.00490 500mm dia (MD) - 128 Kg each 4480.00491 500mm dia (HD) - 160 Kg each 5600.00492 560mm dia (HD) - 208 Kg each 7280.00

RECTANGULAR WITH FRAME493 450 X 600 (LD) - 75 Kg each 2625.00494 450 X 600 (MD) - 130 Kg each 4550.00495 450 X 600 (MD) - 144 Kg each 5040.00496 450 X 900 (HD) - 250 Kg each 8750.00497 600 X 900 (EHD) - 375 Kg each 13125.00

SQUARE WITH FRAME498 400 X 400 (LD) - 50 Kg each 1750.00499 450 X 450 (LD) - 60 Kg each 2100.00500 560 X 560 (HD) - 225 Kg each 7875.00501 560 X 560 (EHD) - 260 Kg each 9100.00

D.I. SPECIALS AS PER IS 9523/2000All Socketed Specials

502 100mm to 300mm Kg 62.00503 350mm to 450mm Kg 65.00504 500mm to 600mm Kg 73.00505 700mm to 750mm Kg 95.00506 800mm Kg 105.00

MahePage 93


507 900mm Kg 120.00508 1000mm Kg 132.00

All Flanged Specials509 100mm to 300mm Kg 70.00510 350mm to 450mm Kg 75.00511 500mm to 600mm Kg 80.00512 700mm to 750mm Kg 100.00513 800mm Kg 112.00514 900mm Kg 125.00515 1000mm Kg 135.00

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CARRIAGE OF MATERIALS BY MECHANICAL TRANSPORT INCLUDING LOADING, UNLOADING AND STACKINGFOR THE YEAR 2003-2004 (MAHE REGION)

Code Materials Unit Incidental Rate Loading UnloadingCharges charge chargeto be 1Km 2Km 3Km 4Km 5Km Beyond Beyond Beyondadopted 5Km 10Km 20Km initially upto upto per Km

10 Km 20 Kmper Km per Km

1 2 3 4 4 5 6 7 8 9 10 11 12 13

1.1.1 a) Lime moorum, buildingrubbish, earth, manureor sludge and excavatedrocks:

i) Lime,Moorum,Gravel cum 7.65 22.76 26.02 29.25 32.37 35.41 2.74 2.30 1.92 8.91 8.91 Surki,building rubbish and brick jellyii) Earth cum 4.25 28.44 32.53 36.57 40.46 44.26 3.42 2.87 2.40 10.18 10.18iii) Manure or Sludge cum 7.65 24.73 28.28 31.80 35.19 38.49 2.98 2.49 2.08 8.91 8.91iv) Excavated rocks cum 15.30 45.51 52.04 58.51 64.74 70.81 5.48 4.59 3.83 17.82 17.82

a) Sand, stone aggregate and soling stone

i) Sand cum 5.10 22.76 26.02 29.25 32.37 35.41 2.74 2.30 1.92 10.18 10.18

ii) Stone aggregate below 40mm nominal size cum 51.00 22.76 26.02 29.25 32.37 35.41 2.74 2.30 1.92 13.49 13.49iii) Stone aggregate 40mm and above cum 51.00 24.73 28.28 31.80 35.19 38.49 2.98 2.49 2.08 13.49 13.49 iv) Soling stone and cum 38.25 26.77 30.61 34.41 38.08 41.65 3.22 2.70 2.25 10.18 10.18 masonary stone

1.1.2 Bricks 1000nos 38.25 60.68 69.39 78.01 86.32 94.42 7.30 6.12 5.11 15.27 15.271.1.3 Tiles 1000nos 17.85 36.41 41.63 46.80 51.79 56.65 4.38 3.67 3.07 6.36 6.36

Mahe Page B -113

1 2 3 4 4 5 6 7 8 9 10 11 12 13

1.1.4 Cement,Stone blocks tonne 17.85 20.23 23.13 26.00 28.77 31.47 2.43 2.04 1.70 25.45 25.45G.I.,C.I.,A.C.,and CC. pipes below 100mmdia.,other heavy materialsrice and wheat.

1.1.5 Steel and Iron works tonne 17.85 20.23 23.13 26.00 28.77 31.47 2.43 2.04 1.70 25.45 25.451.1.6 Timber cum 7.65 26.01 29.74 33.43 37.00 40.46 3.13 2.62 2.19 8.91 8.911.1.7 Tar,Bitumen tonne 38.25 22.76 26.02 29.25 32.37 35.41 2.74 2.30 1.92 19.09 19.091.1.7A Solvent qtl 3.83 2.28 2.60 2.93 3.24 3.54 0.27 0.23 0.19 1.91 1.911.1.8 Steam coal tonne 7.65 26.01 29.74 33.43 37.00 40.46 3.13 2.62 2.19 8.91 8.911.1.9 S.W.pipes-

(a)100mm dia. 100 m 20.83 30.34 34.69 39.00 43.16 47.21 3.65 3.06 2.56 29.69 29.69(b)150mm dia. 100 m 41.65 60.68 69.39 78.01 86.32 94.42 7.30 6.12 5.11 59.38 59.38(c)200mm dia. 100 m 69.42 101.13 115.64 130.01 143.87 157.36 12.17 10.20 8.52 98.97 98.97(d)230mm dia. 100 m 99.17 144.48 165.21 185.73 205.53 224.80 17.39 14.57 12.17 141.39 141.39(e)250mm dia. 100 m 119.00 173.37 198.25 222.88 246.64 269.76 20.87 17.49 14.60 169.67 169.67(f)300mm dia. 100 m 148.75 216.71 247.81 278.60 308.30 337.20 26.08 21.86 18.25 212.08 212.08(g)350mm dia. 100 m 208.25 303.40 346.93 390.03 431.62 472.08 36.52 30.60 25.55 296.92 296.92(h)400mm dia. 100 m 297.50 433.43 495.62 557.19 616.60 674.40 52.17 43.71 36.50 424.17 424.17(i)450mm dia. 100 m 378.64 551.64 630.79 709.15 784.76 858.33 66.39 55.64 46.45 539.85 539.85(j)500mm dia. 100 m 416.50 606.80 693.87 780.07 863.23 944.17 73.03 61.20 51.10 593.83 593.83(k)600mm dia. 100 m 520.63 758.50 867.33 975.08 1079.04 1180.21 91.29 76.50 63.88 742.29 742.29

1.1.10 R.C.C.pipes,A.C.pipesSteel cylinder,R.C.Pipes,C.I.Pipes and Unrein-forced cement pipes(a)100 mm dia 100 m 34.14 49.74 56.87 63.94 70.76 77.39 5.99 5.02 4.19 48.67 48.67(b)125 mm dia 100 m 45.60 66.44 75.97 85.41 94.51 103.38 8.00 6.70 5.59 65.02 65.02(c)150 mm dia 100 m 56.90 82.90 94.79 106.57 117.93 128.98 9.98 8.36 6.98 81.12 81.12(d)200 mm dia 100 m 92.56 134.84 154.19 173.35 191.83 209.81 16.23 13.60 11.36 131.96 131.96(e)250 mm dia 100 m 131.53 191.62 219.12 246.34 272.60 298.16 23.06 19.33 16.14 187.53 187.53(f)300 mm dia 100 m 162.57 236.85 270.83 304.48 336.94 368.53 28.51 23.89 19.95 231.79 231.79(g)350 mm dia 100 m 192.53 280.49 320.74 360.59 399.03 436.44 33.76 28.29 23.62 274.5 274.5(h)400 mm dia 100 m 310.36 452.16 517.04 581.27 643.24 703.55 54.42 45.60 38.08 442.5 442.5(i)450,500 mm dia 100 m 379.33 552.64 631.94 710.44 786.19 859.90 66.51 55.74 46.54 540.83 540.83(j)600,700,750 and 800 mm dia. 100 m 568.99 828.96 947.91 1065.66 1179.28 1289.85 99.77 83.61 69.81 811.25 811.25

Note: 1. The above rates includes stacking charges. 2. For Code No. 1.1.1 the rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the C.P.W.D. specification under Sub-Head "Carriage of Materials".

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FINISHED RATE

BUILDING WORK

1 . Carriage of Materials Code Description Unit Rate

1.3.1 Loading in or unloading cement from the Railway tonne 36.93 wagons at siding and carrying the same from or into godowns adjacent to the siding, including stacking the same properly in rows upto any height as per direction of Engineer-in-charge, sweeping the wagons and screening the swept cement and filling in bags

1.3.2A Loading in or unloading from the Railway wagons as tonne 54.37 per direction of Engineer-in-charge. - (steel)

1.3.2B Loading in or unloading from the Railway wagons as tonne 32.72 per the direction of Engineer-in-charge - G.I,C.I,R.C.C or C.C pipes upto 500 mm dia and similar heavy

1.3.2C Loading in or unloading from the Railway wagons as tonne 67.76 per the direction of Engineer-in-charge - Heavy materials where each piece or bundle, crate or case weighs more than one tonne and R.C.C., C.I. and concrete pipes above 500 mm dia.

1.3.3 Extra for sorting the steel size-wise inside the store yard tonne 91.73 and stacking the same for measurement within the lead of 100 metres as directed by the engineer-in-charge.

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2 . Earth Work Code Description Unit Rate

2.1.1 Earth work in surface excavation not exceeding 30cm in cum. 188.51 depth but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed - all kinds of soil.

2.2.1 Earth work in rough excavation, banking excavated cum 217.05 earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2tonne roller, or wooden or steel rammers, and rolling every third and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5m -all kinds of soil.

2.3.1 Banking excavated earth in layers not exceeding cum 134.01 20cm.in depth, breaking clods, watering, rolling each layer with 1/2tonne roller, or wooden or steel rammers, and rolling every third and topmost layer with power roller of minimum 8tonnes and dressing up; in embankments for roads, flood banks, marginal banks, and guide banks, etc. lead up to 50m and lift upto 1.5m

2.3.1A Supplying and filling with good earth (excluding rock) cum 245.61 in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (payment will be made based on level measurement).

2.4 Deduct for not rolling with power roller of minimum 8 cum 3.30 tonnes for banking excavated earth in layers not exceeding 20cm in depth.

2.5 Deduct for not watering the excavated earth for banking. cum 8.53 2.6.1 Earth work in excavation over areas (exceeding 30cm in cum 182.23 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed - all kinds of soil.

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2.7.1 Earth work in excavation over areas (exceeding 30cm in cum 290.24 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - ordinary rock.

2.7.2 Earth work in excavation over areas (exceeding 30cm in cum 393.57 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - hard rock (requiring blasting).

2.7.3 Earth work in excavation over areas (exceeding 30cm in cum 642.47 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - hard rock (blasting prohibited).

2.8.1 Earth work in excavation in foundation trenches or cum 186.27 drains (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - all kinds of soil.

2.9.1 Excavation work in foundation trenches or drains not cum 320.78 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - ordinary rock.

2.9.2 Excavation work in foundation trenches or drains not cum 431.62 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - hard rock (requiring blasting).

2.9.3 Excavation work in foundation trenches or drains not cum 663.04 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto Mahe Page 99


1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - hard rock (blasting prohibited).

2.10.1.1 Excavating trenches of required width for pipes, cables, metre 116.33 etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. not exceeding 80mm dia.

2.10.1.2 Excavating trenches of required width for pipes, cables, metre 189.99 etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia.

2.10.1.3 Excavating trenches of required width for pipes, cables, metre 296.62 etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. exceeding 300mm

2.11 Extra for excavating trenches for pipes, cables etc. in all Rmt 439.31 kinds of soil for depth exceeding 1.5m, but not exceeding 3m.

2.12 Extra for excavating trenches for pipes, cables, etc. in all Rmt 828.87 kinds of soil exceeding 3m in depth, but not exceeding 4.5m. Mahe Page 100


2.13.1.1 Excavating trenches of required width for pipes, cables, metre 182.37 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. not exceeding 80mm dia.

2.13.1.2 Excavating trenches of required width for pipes, cables, metre 451.59 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. exceeding 80mm dia. but not exceeding 300mm dia.

2.13.1.3 Excavating trenches of required width for pipes, cables, metre 519.69 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. exceeding 300mm dia.

2.13.2.1 Excavating trenches of required width for pipes, cables, metre 235.37 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting). - pipes, cables etc. not exceeding 80 mm dia.

Mahe Page 101

2 . Earth Work Code Description Unit Rate 2.13.2.2 Excavating trenches of required width for pipes, cables, metre 582.82 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting) - pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

2.13.2.3 Excavating trenches of required width for pipes, cables, metre 670.68 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting) - pipes, cables etc. exceeding 300mm dia.

2.13.3.1 Excavating trenches of required width for pipes, cables, metre 344.72 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohibited) - pipes, cables etc. not exceeding 80mm

2.13.3.2 Excavating trenches of required width for pipes, cables, metre 853.58 etc. including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohobited) - pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

2.13.3.3 Excavating trenches of required width for pipes, cables, metre 982.32 etc. including excavation for sockets, depth upto 1.5m Mahe Page 102


including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohibited) - pipes, cables etc. exceeding 300mm dia.

2.14 Extra for excavating trenches for pipes, cables, etc. in metre 1180.48 ordinary/hard rock exceeding 1.5m in depth but not exceeding 3m.

2.16.1 Close timbering in trenches including strutting, shoring sqm 45.86 and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.16.2 Close timbering in trenches including strutting, shoring sqm 49.24 and packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.16.3 Close timbering in trenches including strutting, shoring sqm 56.89 and packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.17.1 Close timbering in case of shafts, wells, cesspits, sqm 49.11 manholes and the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth not exceeding 1.5m.

2.17.2 Close timbering in case of shafts, wells, cesspits, sqm 56.35 manholes and the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth exceeding 1.5m but not exceeding 3m.

2.17.3 Close timbering in case of shafts, wells, cesspits, sqm 63.96 manholes and the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - Mahe Page 103


depth exceeding 3m but not exceeding 4.5m.

2.18.1 Close timbering over area including strutting, shoring sqm 41.64 and packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.18.2 Close timbering over areas including strutting, shoring sqm 45.63 and packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered ) - depth exceeding 1.5m but not exceeding 3m.

2.18.3 Close timbering over areas including strutting, shoring sqm 49.90 and packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered, - depth exceeding 3m but not exceeding 4.5m.

2.19 Extra for planking, strutting and packing material for sqm. 582.23 cavities (in close timbering) if required to be left permanently in position (face area of timber permanently left to be measured).

2.20.1 Open timbering in trenches including strutting and sqm 23.37 shoring complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.20.2 Open timbering in trenches including strutting and sqm 25.51 shoring complete (Measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.20.3 Open timbering in trenches including strutting and sqm 28.98 shoring complete (Measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.21.1 Open timbering in case of shafts, wells, cesspits, sqm 21.86 manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m. Mahe Page 104


2.21.2 Open timbering in case of shafts, wells, cesspits, sqm 25.23 manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding

2.21.3 Open timbering in case of shafts, wells, cesspits, sqm 29.67 manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding

2.22.1 Open timbering over areas including strutting, shoring sqm 16.39 and use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.22.2 Open timbering over areas including strutting, shoring sqm 18.73 and use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.22.3 Open timbering over areas including strutting, shoring sqm 22.42 and use/and waste of ranking shores, complete (Measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.23 Extra for planking and strutting in open timbering if sqm 296.19 required to be left permanently in position (face area of the timber permanently left to be measured).

2.26 Filling available excavated earth (excluding rock) in cum 59.92 trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

2.26B Supplying and filling with good earth (excluding rock) cum 239.81 in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in deapth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift.

Mahe Page 105

2 . Earth Work Code Description Unit Rate 2.27.1 Extra for every additional lift of 1.5m or part thereof in : cum 27.27 all kinds of soil.

2.27.2 Extra for every additional lift of 1.5m or part thereof : cum 48.92 ordinary or hard rock.

2.28 Supplying and filling in plinth with river sand under cum 946.74 floors including, watering, ramming consolidating and dressing complete.

2.29.1 Surface dressing of the ground including removing 100sqm 702.67 vegetation, and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil.

2.30.1 Ploughing the existing ground to a depth of 15cm to 100sqm 723.77 25cm and watering the same - all kinds of soil.

2.31.1 Excavating holes upto 0.5cum including getting out the each 95.71 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - all

2.31.3 Excavating holes upto 0.5cum including getting out the each 161.88 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m -

2.31.4 Excavating holes upto 0.5cum including getting out the each 231.20 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - hard rock (requiring blasting).

2.31.5 Excavating holes upto 0.5cum including getting out the each 346.91 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, Mahe Page 106


watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - hard rock (blasting prohibited)

2.32 Clearing jungle including uprooting of rank vegetation, 100sqm 363.56 grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.(if however, only grass is met with the area will be measured and paid for under a separate item)

2.33 Clearing grass and removal of the rubbish upto a 100sqm 187.23 distance of 50m outside the periphery of the area

2.34.1 Felling trees of the girth (measured at a height of 1m each 111.51 above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 30cm girth upto and including 60cm girth.

2.34.2 Felling trees of the girth (measured at a height of 1m each 494.37 above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 60cm girth upto and including 120cm girth.

2.34.3 Felling trees of the girth (measured at a height of 1m each 2287.10 above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyong 120cm girth upto and including 240cm girth.

2.34.4 Felling trees of the girth (measured at a height of 1m each 4586.54 above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - above 240cm girth.

2.35.1 Supplying chemical emulsion in sealed containers litre 224.42 including delivery as specified - chlorpyriphos emulsifiable concentrate of 20%.

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2.36.1 Diluting and injecting chemical emulsion (to be sqm 124.30 supplied free of cost at site of work) for PRE-CONSTRUCTIONAL ANTI-termite treatment and creating a continuous chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment) - chlorpyriphos emulsifiable concentrate 20 % with 1.0% concentration.

2.37.1.1 Diluting and injecting chemical emulsion for metre 8.95 post-constructional anti-termite treatment - (excluding the cost of chemical emulsion) along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavating chennel along the wall and rodding etc. complete - with chlorpyriphos e.c. 20 %

2.37.2.1 Diluting and injecting chemical emulsion for post - metre 13.08 constructional anti-termite treatment - (excluding the cost of chemical emulsion) along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.- with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.3.1 Diluting and injecting chemical emulsion for post - sqm 68.77 constructional anti - termite treatment - (excluding the cost of chemical emulsion) treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 sand) to match the existing floor - with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.4.1 Diluting and injecting chemical emulsion for post - metre 10.08 constructional anti-termite treatment - (excluding the cost of chemical emulsion) treatment of existing masonry using chemical emulsion @ one litre per hole Mahe Page 108


at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole - with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.5 Diluting and injecting chemical emulsion for metre 73.32 post-constructional anti-termite treatment (excluding the cost of chemical emulsion) at points of contact of wood work by chemical emulsion chlorpyphos (in oil or kerosene based solution) at 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same.

Mahe Page 109

4 . Concrete Work Code Description Unit Rate

4.1.4 Providing and laying lime concrete in footings and cum 1840.95 bases for columns,excluding cost of centring and shuttering with graded brick aggregate 40mm nominal size and 40% mortar comprising of 1 lime putty : 1 surkhi:1 fine sand.

4.2 Providing and laying on terrace upto floor five level cum 2779.05 lime concrete with graded brick aggregate 25mm nominal size and 50% mortar comprising of 1 lime : 2

4.5.1 Providing and laying in position cement concrete of cum 4881.27 specified grade excluding the cost of centring & shuttering- All work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm

4.5.2 providing and laying in position cement concrete of cum 3820.87 specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

4.5.3 Providing and laying in position cement concrete of cum 3470.77 specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

4.5.4 Providing and laying in position cement concrete of cum 3258.92 specified grade excluding the cost of centring and shuttering -All work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size)

4.5.5 Providing and laying in position cement concrete of cum 3032.25 specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3.6 (1 cement : 3 sand : 6 graded stone aggregate 20mm

4.5.6 Providing and laying in position cement concrete of cum 2768.56 specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm

4.5.8 Providing and laying in position cement concrete of cum 2516.08 Mahe Page 110


specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm 4.5.10 Providing and laying in position cement concrete of cum 2314.10 specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm

4.5.12 Providing and laying in position cement concrete of cum 2451.42 specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 cement : 5 sand : 10 graded brick aggregate 40mm

4.6.1 Providing and laying cement concrete in retaining cum 5239.45 walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm

4.6.2 Providing and laying cement concrete in retaining cum 4179.05 walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm

4.6.3 Providing and laying cement concrete in retaining cum 3828.95 walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm

4.6.4 Providing and laying cement concrete in retaining cum 3617.09 walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, Mahe Page 111


posts, struts, buttresses, string or lacing courses, parapets coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 40mm nominal size ) 4.6.5 Providing and laying cement concrete in retaining cum 3390.43 walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sill, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm

4.6.6 Providing and laying cement concrete in retaining cum 3126.73 walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sill, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm

4.9.1 Centring and shuttering including strutting, propping sqm 101.73 etc. and removal of form work for - foundations, footings, bases for columns.

4.9.2 Centering and shuttering including strutting, propping sqm 192.79 etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses plinth and string courses, fillets etc.

4.9.3 Centering and shuttering including strutting, propping sqm 243.38 etc. and removal of form work for - columns, piers, abutments, pillars, posts and struts.

4.10.1 Providing and laying cement concrete in kerbs, steps cum 3470.78 and the like at or near ground level excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

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4 . Concrete Work Code Description Unit Rate 4.10.2 Providing and laying cement concrete in kerbs, steps cum 3032.26 and the like at or near ground level excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.16.1 Providing and fixing upto floor five level precast cement cum 5368.64 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, stair cases etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surface complete - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.16.2 Providing and fixing upto floor five level precast cement cum 4930.13 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, stair cases etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surface complete - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.17.1 Providing and fixing at or near ground level precast cum 4538.25 cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 sand) including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.20.1 Precast concrete Hollow Block Masonry with Hollow sqm 308.21 Block of size 400 x 100 x 200 mm with compressive strength of 7 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)


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4.20.4 Precast concrete Solid Block Masonry with Solid sqm 382.79 Block of size 400 x 100 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.20.5 Precast concrete Solid Block Masonry with Solid sqm 441.86 Block of size 400 x 150 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.20.6 Precast concrete Hollow Block Masonry with Solid sqm 494.47 Block of size 400 x 200 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.24 Providing and laying damp-proof Course 40mm thick sqm 160.60 with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size).

4.25 Providing and laying damp-proof Course 50mm thick sqm 196.63 with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.26 Extra for providing and mixing water proofing material per bag 28.86 in cement concrete work in the proportion recommended by the manufacturers.

4.27 Applying a coat of residual petroleum bitumen of sqm 58.44 penetration 80/100 of approved quality using 1.7 kg per square metre on damp-proofcourse after cleaning the surface with brushes and finally with a piece of cloth lightily soaked in kerosene oil.

4.28 Extra for concrete work in superstructure above floor five cum 302.97 level for each four floors or part thereof.

4.29 Extra for laying concrete in or under water and/or liquid cum/m.d 268.84 mud including cost of pumping or bailing out water and removing slush etc. complete. Note: The quantity Mahe Page 114


will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored (rate per cum per metre depth).

4.30 Extra for laying concrete in or under foul positions. cum 97.18 4.32 Extra providing and laying Ready mix concrete - in all cum 450.29 grade of concrete in PCC works.

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5 . Reinforced Concrete Work Code Description Unit Rate

5.1.1 Providing and laying in position specified grade of cum 5025.80 reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:1:2 (1 cement :1 sand : 2 graded stone aggregate 20mm nominal size).

5.1.2 Providing and laying in position specified grade of cum 4013.08 reinforced cement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level - 1:1.5:3 (1 cement :1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.1.3 Providing and laying in position specified grade of cum 3615.31 reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.2.1 Reinforced cement concrete work in walls (any cum 5457.21 thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

5.2.2 Reinforced cement concrete work in walls (any cum 4444.51 thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.2.3 Reinforced cement concrete work in walls (any cum 4046.72 thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended cum 4044.74 Mahe Page 116


floors, roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral cases upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

5.3.1 Reinforced cement concrete work in beams, suspended cum 4442.53 floors, roofs having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal

5.9 Providing and laying upto floor five level reinforced cum 3139.44 cement concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.9.1 Providing and laying upto floor five level reinforced cum 3537.22 cement concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.10 Reinforced cement concrete work in arches, archribs, cum 3862.58 domes, vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.10.1 Reinforced cement concrete work in arches, archribs, cum 4260.37 domes, vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.11 Reinforced cement concrete work in chimneys, shafts, cum 4099.24 upto floor five level excluding cost of centring, Mahe Page 117


shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.11.1 Reinforced cement concrete work in chimneys, shafts, cum 4497.03 upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.12 Reinforced cement concrete work in well-steining cum 3631.46 excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.12.1 Reinforced cement concrete work in well-steining cum 4029.25 excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.13 Reinforced cement concrete work in vertical and cum 3850.55 horizontal fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

5.13.1 Reinforced cement concrete work in vertical and cum 4248.33 horizontal fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.14.1 Centring and shuttering including strutting, propping sqm 101.73 etc. and removal of form for - foundations, footings, bases of columns etc. for mass concrete.

5.14.2 Centring and shuttering including strutting, propping sqm 192.79 etc. and removal of form for - walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

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5.14.3 Centring and shuttering including strutting, propping sqm 206.82 etc. and removal of form for - suspended floor, roofs, landings, balconies and access platform.

5.14.4 Centring and shuttering including strutting, propping sqm 206.82 etc. and removal of form for - shelves (cast in situ).

5.14.5 Centring and shuttering including strutting, propping sqm 159.82 etc. and removal of form for - lintels, beams, plinth beams,girders, bressummers and cantilevers.

5.14.6 Centring and shuttering including strutting, propping sqm 243.38 etc. and removal of form for - columns, pillars, piers, abutments, posts and struts.

5.14.7 Centring and shuttering including strutting, propping sqm 159.80 etc. and removal of form for - stairs, (excluding landings) except spiral - staircases.

5.14.8 Centring and shuttering including strutting, propping sqm 176.72 etc. and removal of form for - spiral staircases (including landings).

5.14.9 Centring and shuttering including strutting, propping sqm 543.59 etc. and removal of form for - arches, domes, vaults upto 6m span.

5.14.11 Centring and shuttering including strutting, propping sqm 192.79 etc. and removal of form for - chimneys and shafts.

5.14.13 Centring and shuttering including strutting, propping sqm 264.55 etc. and removal of form for - vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.

5.14.14.1 Centring and shuttering including strutting, propping sqm 20.34 etc. and removal of form for - extra for shuttering in circular work - foundations, footings, bases of columns etc. for mass concrete.

5.14.14.2 Centring and shuttering including strutting, propping sqm 38.55 etc. and removal of form for - extra for shuttering in circular work - walls (any thickness) including atached pilasters, butteresses, plinth and string courses etc. Mahe Page 119


5.14.14.3 Centring and shuttering including strutting, propping sqm 41.36 etc. and removal of form for - extra for shuttering in circular work - suspended floors, roofs, landings, balconies and access platform.

5.14.14.4 Centring and shuttering including strutting, propping sqm 41.36 etc. and removal of form for - extra for shuttering in circular work - shelves (cast in situ).

5.14.14.5 Centring and shuttering including strutting, propping sqm 31.98 etc. and removal of form for - extra for shuttering in circular work - lintels, beams, plinth beams, griders, bressumers and cantilevers.

5.14.14.6 Centring and shuttering including strutting, propping sqm 48.67 etc. and removal of form for - extra for shuttering in circular work - columns, pillars, piers, abutments, posts and struts.

5.14.14.7 Centring and shuttering including strutting, propping sqm 31.96 etc. and removal of form for - extra for shuttering in circular work - stairs, (excluding landings) except spiral-staircases.

5.14.14.11 Centring and shuttering including strutting, propping sqm 38.55 etc. and removal of form for - extra for shuttering in circular work - chimneys and shafts.

5.14.14.12 Centring and shuttering including strutting, propping sqm 10.86 etc. and removal of form for - extra for shuttering in circular work - well steining.

5.14.14.13 Centring and shuttering including strutting, propping sqm 52.90 etc. and removal of form for - extra for shuttering in circular work - vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.

5.14.15 Centring and shuttering including strutting propping sqm 101.74 etc. and removal of form for: small lintels not exceeding 1.5m clear span,mouldings as in cornices ,window sills,string courses,bands,copings,bed plates,anchor blocks and the like. Mahe Page 120


5.14.16.1 Centring and shuttering including strutting propping metre 40.76 etc. and removal of form for edges of slabs and breaks in floors and walls under 20cm wide.

5.14.16.2 Centring and shuttering including strutting propping sqm 171.30 etc. and removal of form for edges of slabs and breaks in floors and walls above 20cm wide.

5.14.17 Centring and shuttering including strutting propping sqm 170.46 etc. and removal of form for cornice and mouldings

5.14.19 Centring and shuttering including strutting propping sqm 203.74 etc. and removal of form for weather shade chajjas,corbels etc. incuding edges.

5.15.1 Providing and fixing tie bolt ,spring coil and plastic set 113.45 cone in wall shuttering complete as per the direction of engineer-in-charge. -12mm dia & 100mm length.

5.15.2 Providing and fixing tie bolt ,spring coil and plastic set 117.94 cone in wall shuttering complete as per the direction of engineer-in-charge.-12mm dia & 150mm length.



5.16.1 Extra for additional height in centering, shuttering sqm 97.57 where ever required with adequate bracing, propping etc. including cost of de-shutering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 m or part thereof (plan area to be measured) - suspended floors, roofs, landings, beams and balconies (plan area to be measured).

5.19 Providing, hoisting and fixing upto floor five level cum 5465.59 precast reinforced cement concrete in string courses, bands, copings, bed plates, anchor blocks, plain Mahe Page 121


window sills and the like including the cost of required centring, shuttering, finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete but excluding cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.20 Providing, hoisting and fixing upto floor five level cum 6371.67 precast reinforced cement concrete in small lintels not exceeding 1.5m clear span upto floor five level including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 ( 1 cement : 3 sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.21 Providing, hoisting and fixing upto floor five level cum 7262.87 precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominalsize).

5.22 Providing, hoisting and fixing upto floor five level cum 5542.86 precast reinforced cement concrete in lintels, beams and bresummers including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centring and shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate

5.23 Providing, hoisting and fixing upto floor five level cum 6098.77 precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centring, shuttering and finishing with neat cement punninng on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size).

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5 . Reinforced Concrete Work Code Description Unit Rate 5.24 Providing, hoisting and fixing upto floor five level cum 7675.12 precast reinforced cement concrete in vertical and horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement :3 sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm

5.25.1 Providing precast cement concrete jali 1:2:4 (1 cement : sqm 514.47 2 sand : 4 stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 50 mm thick.

5.25.2 Providing precast cement concrete jali 1:2:4 (1 cement : sqm 448.87 2 sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 40mm thick.

5.25.3 Providing precast cement concrete jali 1:2:4 (1 cement : sqm 426.43 2 sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 25mm thick.

5.26 Encasing rolled steel sections,in beams and columns, cum 5167.64 with cement concrete 1:2:4 (1 cement :2 sand :4 grade stone aggregate 12.5mm nominal size) including centring and shuttering complete but excluding cost of reinforcement.

5.27 Encasing rolled steel section in grillages with cement cum 3750.38 concrete 1:2:4 (1 cement :2 sand: 4 graded stone aggregate 12.5mm nominal size) upto floor two level including centring and shuttering but excluding cost of Mahe Page 123


expanded metal and hangers.

5.28 Extra for providing and fixing expanded metal mesh of sqm 251.36 size 20x60mm and strands 3.25mm wide 1.6 mm thick weighing 3.64kg per sqm for encasing of rolled steel section in beams,columns and grillages excluding cost of hangers.

5.29.1 Reinforcement for R.C.C. work including straightening, kg 39.57 cutting, bending, placing in position and binding all complete - mild steel and medium tensile steel bars.

5.29.3 Reinforcement for R.C.C work including kg 39.57 straightening,cutting, bending, placing in position and binding all complete - cold twisted bars.

5.29.3A Reinforcement for R.C.C work including straightening, kg 39.57 cutting, bending, placing in position and binding all complete - Deformed bars/ M.S. bars

5.29.3B Reinforcement for R.C.C. work including straightening, kg 47.23 cutting, bending , placing in position and binding all complete - Thermo Mechanically treated bars ( TISCON / VIZAG / IISCO / SAIL)

5.29.4 Reinforcement for R.C.C work including straightening kg 39.56 ,cutting,bending, placing in position and binding all complete -Hot rolled deformed bars

5.30 Extra for R.C.C work in superstructure above floor five cum 302.97 level for each four floors or part thereof.

5.31 Deduct for omitting in R.C.C. work smooth finishing sqm 79.34 of the exposed surface with 6mm thick cement mortar 1:3 (1 cement : 3 sand).

5.31A finishing the exposed surface of r.c.c. work with 6mm Sqm 79.34 thick cement mortar 1:3 (1 cement : 3 sand)

5.32 Extra for rendering smooth the top of suspended sqm 61.54 floors,landings and staircases (treads and risers) with cement mortar 1:2 ( 1 cement : 2 sand) including a floating coat of neat cement and protecting the surface Mahe Page 124


with a layer of 7.5 cm of earth laid over 15mm of fine sand incase of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same.

5.33 Providing and fixing in position copper plate as per kg 164.38 design for expansion joints.

5.34 Providing and filling in position blown bitumen in Unit 307.66 expansion joints (rate per cm depth per cm width per 100m length)

5.35 Providing and filling in position bitumen mix filler of unit 105.62 proportion 80 kg. of hot bitumen 1 kg. of cement and 0.25 cum of coarse sand for expansion joints.(rate per 100m length per cm depth per cm width).

5.36 Providing and fixing in position 12mm thick bitumen Unit 282.92 impregnated fibre board conforming to IS:1838 including cost of primer, sealing compound in expansion joints. (per cm depth per 100m length)

5.37.1.1 Providing and fixing sheet covering over expansion metre 67.75 joints with iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6mm thick and 150mm wide.

5.37.1.2 Providing and fixing sheet covering over expansion metre 91.04 joints with iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6 mm thick and 200 mm wide.

5.38 Add or deduct for plaster drip course/groove in plastered metre 16.74 surface or moulding to R.C.C. projections.

5.40 Extra for laying reinforced cement concrete in or under unit 241.96 water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE: The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. the depth of centre of gravity shall Mahe Page 125


be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. no extra payment shall be made for placing reinforcement or centering & shuttering under sub-soil water conditions (rate per cum per metre depth).

5.41 Extra for laying reinforced cement concrete in or under cum 97.18 foul position.

5.42.1 Providing and laying in position machine cum 4419.20 batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement. Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work upto plinth level.

5.42.2.1 Providing and laying in position machine cum 4650.63 batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement.Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work from plinth level upto floor 5 level. Walls, columns, pillars, posts and struts.

5.42.2.2 Providing and laying in position machine cum 4896.30 batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement.Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing Mahe Page 126


strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work from plinth level upto floor 5 level.- Beams, plinth beams, girders, bressumers, cantilevers,suspended floors,lintels,roofs and staircases including spiral staircases, shelves etc.

5.43 Extra for R.C.C.work above floor 5 level for each four cum 302.97 floors or part thereof.

5.44.1 Add or deduct for providing richer or leaner mixes cum 156.02 respectively at all floor levels.- Providing M-25 grade with a minimum cement content of 410 kg / cum R.C.C instead of M-20 grade R.C.C.




5.45.1 Providing and mixing in recommended proportions bag 88.65 admixtures (as per IS 9103) to accelerate/retard, setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufacturers specifications and direction of engineer-in-charge complete.

5.45.2 Providing and mixing in recommended proportions bag 125.67 admixtures (as per IS 9103) to retard setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufactures specifications and direction of engineer-in-charge complete.-Retarding admixture. Mahe Page 127


5.45.3 Providing and mixing in recommended proportions bag 205.34 admixtures (as per IS 9103) to accelerate/retard, setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufacturers specifications and direction of engineer-in-charge complete.-Water reducing admixture (Plasticizer/super plasticizer)

5.46 Providing and placing in position precast reinforced cum 12888.23 cement concrete waffle units square or rectangular as per design and shape for floors and roofs in 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate of 10mm nominal size) including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 sand) making necessary holes of required sizes for carrying through service lines etc. providing steel hooks for lifting etc. form work in precasting ,handling, hoisting , centering and erection complete for all floor levels but excluding the cost of reinforcement.

5.50.1 Extra for adding Recron 3S or equivalent 12mm fibre as cum of 199.91 fibre reinforcement in concrete at the rate of 909 gm per concrete cum of concrete including the cost of fibre.

5.50.2 Extra providing and laying Ready mix concrete - in all cum 450.29 grade of concrete in PCC / RCC works.

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6 . Brick Work Code Description Unit Rate

6.1.8 Brick work with bricks of class designation 35 in Cum 2986.57 foundation and plinth in - cement mortar 1:4 (1 cement : 4 sand).

6.1.8F Fly ash lime gypsum brick work with Fly ash lime Cum 2598.54 gypsum bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.1.8M Stabilished Mud Blocks work with Stabilished Mud Cum 2793.28 Blocks of size 24cmx11.5cmx9cm (manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:4 (1 cement :4 sand)

6.1.10 Brick work with bricks of class designation 35 in Cum 2822.46 foundation and plinth in - cement mortar 1:6 (1 cement : 6 sand).

6.1.10F Fly ash lime gypsum brick work with Fly ash lime Cum 2434.43 gypsum bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:6 (1 cement : 6 sand)

6.1.10M Stabilished Mud Blocks work with Stabilished Mud Cum 2629.17 Blocks of size 24cmx11.5cmx9cm (manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:6 (1 cement :6 sand)

6.3 Extra for brick work in superstructure above plinth level Cum 399.91 upto floor five level.

6.4 Extra for brick work in superstructure above floor five Cum 302.97 level for each four floors or part thereof. Mahe Page 129

6 . Brick Work Code Description Unit Rate

6.6.1 Extra for brick work in - square or rectangular pillars. Cum 199.96 6.7 Extra for brick work with bricks of class designation 35 Cum 298.26 curved on plan upto a mean radius not exceeding 6 metres.

6.9 Extra for cutting or chamfering of bricks to required Rmt 9.05 shape in masonry work.

6.13 Brick work 7cm thick with country bricks of class Sqm 280.06 designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

6.15 Brick work in plain arches in superstructure including cum 4672.68 centring and shuttering complete for span upto 6 metres with bricks of class designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand)

6.18.4 Half brick masonry with bricks of class designation 35 Sqm 352.62 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 sand).

6.18.4F Half brick work with Fly ash lime gypsum brick work Sqm 308.24 with Fly ash lime gypsum bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.18.4M Half Stabilished Mud Blocks work with Stabilished Sqm 331.27 Mud Blocks of size 24cmx11.5cmx9cm (manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:4 (1 cement :4 sand)

6.19 Extra for half brick masonry in superstructure, above Sqm 43.22 plinth level upto floor five level.

6.20 Extra for half brick masonry in superstructure, above Sqm 34.94 floor five level for every four floors or part thereof.

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6 . Brick Work Code Description Unit Rate 6.20A Extra for providing and placing in position 2nos. 6mm Sqm 40.20 dia. M.S. bars at every third course of half brick masonry (with brick class designation 35)

6.22 Providing brick band 10cm/7.0cm thick 5cm/5.7cm Rmt 14.83 projected from wall face, in brick of class designation 35 laid in cement mortar 1:4 (1 cement : 4 sand ).

6.31 Tile brick masonry work 5cm thick with tile bricks of Sqm 192.91 class designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

6.32 Honey-comb brick work 10/11.4cm thick with bricks of Sqm 257.31 class designation 35 in cement mortar 1:4. (1 cement : 4 coarse sand ).

6.36 Providing 10cm/7cm thick and 5cm/5.7cm projected Rmt 15.00 string course with bricks of class designation 35 in cement mortar 1:4 (1 cement : 4 sand)

6.37 Moulding and cornices with brick masonry in cement m/cm 1.65 mortar 1:4 (1 cement : 4 coarse sand) (girth to be measured in cm and length in running metre.

6.39 Extra for laying brick work in or under water and /or cum/m.d 268.84 liquid mud including cost of pumping or bailing out water and removing slush etc. complete. (The quantity will be calculated by multiplying the depth measured from sub-soil water level upto the centre of gravity of brick work under sub-soil water with the quantity of brick work in cum executed under the sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored).

6.40 Extra for laying brick work in or under foul positions. cum 97.18 6.41 Brick work with selected bricks of class designation 35 cum 2884.30 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement : 6 fine sand)

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6 . Brick Work Code Description Unit Rate 6.43 Brick work with machine moulded bricks of class cum 3079.35 designation 35 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement:6 sand).

6.45 Extra for exposed brick work in superstructure above cum 512.92 plinth level and upto floor five level.

6.47 Extra for exposed brick work / clay flyash brick work in cum 302.97 superstructure above floor five level, for each four floors or part thereof.

Mahe Page 132

7 . Stone Work Code Description Unit Rate

7.1.2 Random rubble masonry with hard stone in foundation cum 2204.59 and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with - Cement mortar 1:6 (1 cement : 6 fine sand)

7.2 Extra for random rubble masonry with hard stone in Cum 472.55 superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and

7.4.1 Extra for random rubble masonry with hard stone in Cum 204.22 square or rectangular pillars.

7.6.1 Coursed rubble masonry (first sort) with hard stone in Cum 2575.39 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.7.1 Coursed rubble masonry (second sort) with hard stone Cum 2419.53 in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.8 Extra for coursed rubble masonry with hard stone (first Cum 476.28 or second sort) in superstructure above plinth level and upto floor five level.

7.10.1 Extra for coursed rubble masonry with hard stone (first Cum 227.45 or second sort) in square or rectangular pillars.

7.40 Extra for laying stone work in or under foul position. cum 97.18 7.41 Wall lining butch with dholpur stone 40 mm thick Sqm 908.77 rough facing on the exposed surface with stone strips of minimum length 230 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75 x 75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of engineer-in-charge.

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7 . Stone Work Code Description Unit Rate

7.43.1.1 Stone tile work for wall lining with special adhesive sqm 1034.33 like araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Granite black stone.

7.43.1.2 Stone tile work for wall lining with special adhesive sqm 1149.34 like araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Granite brown stone.

7.43.1.3 Stone tile work for wall lining with special adhesive sqm 804.30 like araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Raj Nagar white stone.

7.43.1.4 Stone tile work for wall lining with special adhesive sqm 804.30 like araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Banswara white stone.

7.100.1 Laterite Stone Masonry for building work using neatly cum 2307.06 dressed Laterite Stone of size 30 x 20 x 20 cm in cement mortar 1:4 (1 cement : 4 coarse sand) for foundation and basement

7.100.2 Laterite Stone Masonry for well steining work using cum 2509.61 neatly dressed Laterite Stone of size 30 x 20 x 20 cm in cement mortar 1:4 (1 cement : 4 coarse sand) for foundation and basement

7.101 Extra for Laterite stone masonry in superstructure above cum 476.28 plinth level and upto floor five level

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8 . Marble Work Code Description Unit Rate

8.2.2.4 Providing and fixing 18mm thick mirror polished, sqm 1668.24 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Makrana Doongri Adanga, Veined white marble - 0.50 sqm to 1.00 sqm.

8.2.2.5 Providing and fixing 18mm thick mirror polished, sqm 1727.14 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Makrana Doongri Adanga, Veined white marble - 1.00 sqm to 2.00 sqm.

8.2.6.3 Providing and fixing 18mm thick mirror polished, sqm 2842.90 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 0.20 sqm to

8.2.6.3A Providing and fixing 18mm thick mirror polished cut sqm 2765.42 granite black slab (0.2sqm to 0.5sqm) for shalves and similar locations of required size of approved shade, colour and feature including fixing with cement mortar 1:3 (one cement : three sand) etc.,

8.2.6.4 Providing and fixing18mm thick mirror polished, sqm 3056.17 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 0.50 sqm to

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1.00 sqm. 8.2.6.5 Providing and fixing 18mm thick mirror polished, sqm 3056.16 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 1.00 sqm to

8.2.7.3 Providing and fixing 18mm thick mirror polished, sqm 2110.06 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 0.20 sqm to

8.2.7.3A Providing and fixing 18mm thick mirror polished, sqm 2316.24 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite Ruby red - 0.2 sqm

8.2.7.4 Providing and fixing 18mm thick mirror polished, sqm 2257.34 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 0.50 sqm to

8.2.7.4A Providing and fixing 18mm thick mirror polished, sqm 2551.89 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand ) with joints treated with white cement, mixed with matching Mahe Page 136


pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite Ruby red - 0.5 sqm to 1.00 sqm. 8.2.7.5 Providing and fixing 18mm thick mirror polished, sqm 2434.07 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 1.00 sqm to

8.2.7.5A Providing and fixing 18mm thick mirror polished, sqm 2787.53 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite Ruby red - 1.00

8.2.8.3 Providing and fixing 18mm thick mirror polished, sqm 2492.98 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 0.20 sqm to

8.2.8.4 Providing and fixing 18mm thick mirror polished, sqm 2669.71 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 0.50 sqm to

8.2.8.5 Providing and fixing 18mm thick mirror polished, sqm 2905.35 machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base Mahe Page 137


cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 1.00 sqm to 2.00 sqm. 8.4 Extra for fixing marble / granite stone over and above metre 141.49 coresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

8.6 Mirror polishing on marble work/stone work where ever sqm 123.57 required to give high gloss finish complete.

8.15.1.1 Stone tile (polished) work for wall lining over 12mm sqm 997.90 thick bed of cement mortor 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete - Doongri Adanga marble - 18mm thick.

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9 . Wood Work Code Description Unit Rate

9.1.3B Providing wood work in frames of doors, cum 92287.22 windows,clerestory windows and other frames,wrought framed and fixed in position - Ist class Teak wood

9.1.3C Providing wood work in frames of doors, cum 82811.94 windows,clerestory windows and other frames,wrought framed and fixed in position - II nd class Teak wood

9.1.4P Providing wood work in frames of doors, cum 51814.72 windows,clerestory windows and other frames,wrought framed and fixed in position - Country wood (Malasia Padak)

9.1.4V Providing wood work in frames of doors, windows, Cum 48462.78 clerestory windows and other frames, wrought framed and fixed in position - country wood (Irul).

9.1.5K Providing wood work in frames of doors, windows, cum 56753.89 clerestory windows and other frames, wrought framed and fixed in position - country wood (Jack)

9.2.1P Providing wood work in frames of false ceiling, cum 49221.20 particians etc., sawn and put up in position - Country wood (Malasia Padak)

9.2.1V Providing wood work in frames of false ceiling, cum 45884.81 partitions etc. sawn and put up in position - Country wood (Irul).

9.2.2K Providing wood work in frames of false ceiling, cum 54137.28 partitions etc. sawn and put up in position - country wood (Jack).

9.3.3B Extra for additional labour for circular works, such as in cum 9228.72 frames of fan light - I st class teak wood

9.3.3C Extra for additional labour for circular works, such as in cum 8281.17 frames of fan light - II nd class Teak wood

9.3.4P Extra for additional labour for circular works, such as in cum 5181.47 frames of fan light - Country wood (Malasia Padak)

9.3.4V Extra for additional labour for circular works, such as in cum 4846.27 Mahe Page 139


frames of fan light - Country wood (Irul). 9.3.5K Extra for additional labour for circular works, such as in cum 5675.39 frames of fan light - country wood (Jack).

9.4.3.1B Providing and fixing panelled or panelled and glazed sqm 2646.19 shuttres for doors, windows and clerestory windows excluding, panelling which will be paid separately - Ist class teak wood - 40mm thick shutters.

9.4.3.1C Providing and fixing panelled or panelled and glazed sqm 2375.01 shuttres for doors, windows and clerestory windows excluding, panelling which will be paid separately - II nd class teak wood - 40mm thick shutters.

9.4.3.3B Providing and fixing panelled or panelled and glazed sqm 2109.80 shutters for doors, windows and clerestory windows including black enamelled M.S butt hinges with necessary screws excluding, panelling which will be paid for separately - I st class teak wood - 30 mm thick shutters.

9.4.3.3C Providing and fixing panelled or panelled and glazed sqm 1904.08 shutters for doors, windows and clerestory windows including black enamelled M.S butt hinges with necessary screws excluding, panelling which will be paid for separately - II nd class teak wood - 30 mm thick shutters.

9.4.4.3P Providing and fixing panelled or panelled and glazed sqm 1923.06 shutters for doors windows and clearestory windows, panelling which will be paid for separately - Country wood (Malasia Padak) - 40mm thick

9.4.4.3V Providing and fixing panelled or panelled and glazed sqm 1712.14 shutters for doors windows and clearestory windows, panelling which will be paid for separately - Country wood Irul - 40mm thick

9.4.5.1K Providing and fixing panelled or panelled and glazed sqm 2030.14 shutters for doors, windows and clerestory windows excluding, panelling which will be paid for separately - country wood (Jack) - 40 mm thick.

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9 . Wood Work Code Description Unit Rate 9.4.5.3K Providing and fixing panelled or panelled and glazed sqm 1642.46 shutters for doors, windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding, panelling which will be paid for separately - country wood (Jack) - 30 mm thick shutters.

9.4.5.3P Providing and fixing panelled or panelled and glazed sqm 1561.21 shutters for doors windows and clearestory windows, including black enamelled M.S. butt hinges with necessary screws excluding panelling which will be paid for separately - Country wood (Padak) - 30mm thick shutters.

9.4.5.3V Providing and fixing panelled or panelled and glazed sqm 1401.21 shutters for doors,windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding, panelling which will be paid for separately - country wood (Irul) - 30 mm thick shutters.

9.5.3B Providing and fixing panelling or panelling and glazing sqm 592.38 in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - I st class teak wood

9.5.3C Providing and fixing panelling or panelling and glazing sqm 532.07 in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - II nd class teak wood

9.5.4P Providing and fixing panelling or panelling and glazing sqm 431.55 in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - country wood ( Malasia Padak) Mahe Page 141


9.5.4V Providing and fixing panelling or panelling and glazing sqm 1240.03 in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - country wood (Irul).

9.5.5K Providing and fixing panelling or panelling and glazing sqm 1468.06 in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Country wood (Jack).

9.5.11.1.2 Providing and fixing panelling and glazing in panelled sqm 1130.51 or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Ply wood 9 ply - 12mm thick teak ply on both faces.

9.5.11.1.3 Providing and fixing panelling and glazing in panelled sqm 956.31 or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Ply wood 9 ply - 12mm thick Commercial ply on one face and teak ply on other face.

9.5.13.1 Providing and fixing panelling and glazing in panelled sqm 563.76 or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Partcile board 12mm thick.

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9 . Wood Work Code Description Unit Rate 9.5.13.2 Providing and fixing panelling and glazing in panelled sqm 554.37 or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Veneered Partcile board 12mm thick with commercial veneering on both sides conforming to IS: 3097.

9.5.13.3 Providing and fixing panelling and glazing in panelled sqm 882.64 or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Prelaminated Partcile board 12mm thick with decorative lamination on one side and balancing lamination on other side, grade I, Type II conformong to IS: 12823.

9.5.13.4 Providing and fixing panelling and glazing in panelled sqm 949.63 or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Prelaminated Partcile board with decorative lamination on both sides, garde I, Type II conforming to IS: 12823.

9.5.13.4A Providing and fixing 32mm thick PVC shutter made of sqm 2019.80 rigid PVC extruded multichamber section of size 32mmx150mm including reinforcement of 10mm dia. M.S. rod fixing with 75mm hinges and outer edges of the shutter with PVC channel size of 34x34mm having interlocking facilities and a door frame of extruded PVC section in an overall size of 57mmx40mm flr-sli having multichamber cross section with a maximum wall thickness of 2.8mm+/-0.30mm duly reinforced with sted to mitre cut at corners.

9.5.13.5K providing and fixing a.c. sheet door using 6 mm thick Sqm. 1141.78 asbestos cement sheet fixed to both sides of the country wood (Jack) frames of size 75 mm x 25 mm (two verticals and five horizontals). the rate shall include all labour charges for framing the door but excluding the Mahe Page 143


fixtures which shall paid separately.

9.5.17.1 providing and fixing 35mm thick factory made Sqm 2026.75 commercial quality panel door shutters single/double leaf made from chemically (non leachable preservative) preservative treated (as per i.s. 401-1982) and kiln seasoned (as per i.s.1141 and i.s.287) hard wood timber as per class `c' (i.s. 1003-part-i) having styles and top rails 100mm wide, lock rail 175mm and bottom rail 200mm wide with panelling of 12mm thick three layer flat pressed both sides non decorative type commercial veneered teak wood particle board bonded with b.w.p. type phenel formal - dehyde synthetic resin confirming to i.s. 3087 and i.s. 3097 of 1980 exterior grade (for resin i.s. 848-1974 shall apply).

9.5.17.2 providing and fixing 30 mm thick factory made Sqm 1521.80 commercial quality panel door shutters single/double leaf made from chemically (non leachable preservative) preservative treated (as per i.s.401-1982) and kiln seasoned (as per i.s.1141 and i.s.287) hard wood timber as per class `c' (i.s.1003-part i) having styles and top rails 100 mm wide, lock rail 175 mm and bottom rail 200 mm wide with panelling of 9 mm thick plywood commercial veneered on both faces bonded with b.w.p. type phenol formal dehyde synthetic resin confirming to i.s.848-1974 shall apply).

9.6.3.1B Providing and fixing glazed shutters for doors, sqm 3073.08 windows, clerestory windows using 10kg/square metre (4 mm thick) glass panes - 40mm thick shutters - I st class teak wood

9.6.3.1C Providing and fixing glazed shutters for doors, sqm 2773.85 windows, clerestory windows using 10kg/square metre (4 mm thick) glass panes - 40mm thick shutters - II nd class teak wood

9.6.3.3B Providing and fixing glazed shutters for doors, sqm 2513.06 windows, clerestory windows using 10kg/square metre (4 mm thick) glass panes - 30mm thick shutters - I st class teak wood

Mahe Page 144


9.6.3.3C Providing and fixing glazed shutters for doors, sqm 2279.30 windows, clerestory windows using 10kg/square metre (4 mm thick) glass panes - 30mm thick shutters - II nd class teak wood

9.6.4.1P Providing and fixing glazed shutters for doors, sqm 2275.14 windows, clerestory windows using 10kg/square metre (4 mm thick) glass panes - 40mm thick shutters - Country wood (Malasia Padak)

9.6.4.1V Providing and fixing glazed shutters for doors, sqm 2042.40 windows, clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - Country wood (Irul).

9.6.4.3P Providing and fixing glazed shutters for doors, sqm 1889.67 windows, clerestory windows using 10kg/square metre (4 mm thick) glass panes - 30mm thick shutters - Country wood (Malasia Padak)

9.6.4.3V Providing and fixing glazed shutters for doors, sqm 1707.85 windows, clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30mm thick shutters - Country wood (Irul).

9.6.5.1K Providing and fixing glazed shutters for doors, sqm 2393.30 windows, clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - Country wood (Jack).

9.6.5.3K Providing and fixing glazed shutters for doors, sqm 1981.99 windows, clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30mm thick shutters - Country wood (Jack).

9.7.2 Extra for providing heavy sheet glass panes instead of sqm 157.10 ordinary glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) - 13.75 kg/sqm (5.5mm thick) instead of 10 kg per sqm (4mm thick)

9.10.1.3B Providing and fixing 25mm thick shutters for cup sqm 2156.22 boards etc. -I st class teak wood Mahe Page 145


9.10.1.3C Providing and fixing 25mm thick shutters for cup sqm 1969.20 boards etc. -IInd class teak wood

9.11.2C Providing and fixing 40mm thick panelled, glazed or sqm 2624.49 panelled and glazed partitions fixed to frames with iron screws etc. complete (frames to be paid separately) - IInd class teak wood

9.13K Providing and fixing AC sheet fixed door using 4 mm sqm 695.26 thick plain sheet fixed in country wood (Jack) frames of size 50 x 50 mm using M.S screws. the rate includes cost of all materials and labour charges.

9.14B Supplying and fixing suncontrol film of approved sqm 564.59 make. the rate to include the cost of adhesive compound, labour for fixing and transportation etc. complete all as directed by the engineer - in charge.

9.14N Providing and fixing in position 12 mm thick both side sqm 809.72 laminated novapon board of approved make including fixing in frames with screws etc. complete with 50 x12 mm teak wood beading (frame to be paid separetly).

9.14.1B Providing and fixing in position 12mm thick both side sqm 811.30 laminated novapon board of approved make including fixing in frames with screws etc., complete with 50x12 mm I st class teak wood beading (frame to be paid separetly)

9.14.1C Providing and fixing in position 12mm thick both side sqm 794.56 laminated novapon board of approved make including fixing in frames with screws etc., complete with 50x12 mm II nd class teak wood beading (frame to be paid separetly)

9.15.2 Providing and fixing flat pressed 3 layer particle board sqm 348.88 (medium density) exterior grade conforming to IS: 3087 to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) - 12mm thick.

Mahe Page 146

9 . Wood Work Code Description Unit Rate 9.15.3 Providing and fixing flat pressed 3 layer particle board sqm 500.87 (medium density) exterior grade conforming to IS: 3087 to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) - 18mm thick.

9.16.2 Providing and fixing prelaminated flat pressed 3 layer sqm 726.77 (medium density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination grade I, Type II exterior grade confomring to IS : 12823 in shelves with screws and M.S. or aluminium brackets wherever required, edges to be painted with polyurethene primer (Brackets to be paid separately) - 18 mm thick.

9.16A.2 Providing brackets fixed in 7.5x7.5x15cm blocks of each 78.51 cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) to support 20cm wide shelves - Aluminium T or L iron 30cm long of section 40 x 40 x 4mm.

9.16.3 Providing and fixing prelaminated flat pressed 3 layer sqm 958.87 (medium density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination grade I, Type II exterior grade confomring to IS : 12823 in shelves with screws and M.S. or aluminium brackets wherever required, edges to be painted with polyurethene primer (Brackets to be paid separately) - 25mm thick.

9.18.1 Extra for using veneered paticle exterior grade sqm 354.64 conforming to IS: 3097 for fixing to frames, ceiling and shelves etc - Teak ply veneering on one face and commercial ply veneering on other.

9.18.2 Extra for using veneered paticle exterior grade sqm 106.04 conforming to IS: 3097 for fixing to frames, ceiling and shelves etc - Commercial ply veneering on both faces.

9.23.1.1B Providing and fixing 25mm thick shutters for cupboards sqm 2143.76 etc., - Panelled or panelled and glazed shutters -I st class teak wood

Mahe Page 147

9 . Wood Work Code Description Unit Rate 9.23.1.1C Providing and fixing 25mm thick shutters for cupboards sqm 1956.74 etc., - Panelled or panelled and glazed shutters - II nd class teak wood

9.23.1.2P Providing and fixing 25mm thick shutters for cupboards sqm 1645.04 etc., - Panelled or panelled and glazed shutters - Country wood (Malasia Padak)

9.23.1.2V Providing and fixing 25mm thick shutters for cupboards sqm 1499.58 etc. - Panelled or panelled and glazed shutters - Country wood (Irul).

9.23.2.1B Providing and fixing 25mm thick shutters for cupboards sqm 2233.06 etc., - Glazed shutters - Ist class teak wood

9.23.2.1C Providing and fixing 25mm thick shutters for cupboards sqm 2032.01 etc., - Glazed shutters - II nd class teak wood

9.23.2.2P Providing and fixing 25mm thick shutters for cupboards sqm 1696.94 etc., - Glazed shutters - Country Wood (Malasia

9.23.2.3K Providing and fixing 25mm thick shutters for cupboards sqm 1776.32 etc. - Glazed shutters - Country wood (Jack).

9.23.2.2V Providing and fixing 25mm thick shuters for cupboards sqm 1540.57 etc. - Glazed shutters - Country wood (Irul).

9.24.2 Providing and fixing flush door shutters decorative sqm 1883.72 type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 35mm thick.

9.24.3 Providing and fixing flush door shutters decorative sqm 1883.72 type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 30mm thick.

9.24.4 Providing and fixing flush door shutters decorative sqm 1810.78 type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 25mm thick (for cupboard). Mahe Page 148


9.25.2 Providing and fixing flush door shutters non-decorative sqm 1575.14 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 35mm thick.

9.25.3 Providing and fixing flush door shutters non-decorative sqm 1513.43 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 30mm thick.

9.25.4 Providing and fixing flush door shutters non-decorative sqm 1451.71 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 25m thick (for cupboard).

9.26.1 Extra for providing and fixing flush doors with teak sqm 190.76 veneering on one side in item No.9.25.

9.34 Extra for providing lipping with 2nd class teak wood Sqm 392.74 battens 25mm minimum depth on all edges of shutters (overall area of door shutter to be measured) over item No.9.24 and 9.25

9.35.1 Extra for providing vision panel not exceeding 0.1 sqm sqm 111.09 in all types of flush doors (cost of glass excluded) (overall area of door shutter to be measured) - Rectangular or square.

9.35.2 Extra for providing vision panel not exceeding 0.1 sqm sqm 107.73 in all type of flush doors (cost of glass excluded) (overall area of door shutters to be measured) - circular.

9.36.1 Extra if louvers (not exceeding 0.2 sqm) are provided in sqm 196.37 flush door shutters (overall area of door shutters to be measured) - Decorative type door.

9.37 Extra for cutting rebate in flush door shutters (total area sqm 39.28 of the shutter to be measured). Mahe Page 149


9.44.1B Providing and fixing 40mm thick louvered shutters sqm 3361.42 with venetians 12mm thick for windows - Ist class teak

9.44.1C Providing and fixing 40mm thick louvered shutters sqm 3046.51 with venetians 12mm thick for windows - II nd class teak wood

9.44.2P Providing and fixing 40mm thick louvered shutters sqm 2238.58 with venetians 12mm thick for windows - Country wood (Malasia Padak)

9.44.2V Providing and fixing 40mm thick louvered shutters sqm 1993.66 with fixed venetians 12mm thick for windows - country wood (Irul).

9.46.2B Providing and fixing 40mm thick wire gauge shutters sqm 2835.42 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - I st class teak wood

9.46.2C Providing and fixing 40mm thick wire gauge shutters sqm 2568.92 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - II nd class teak wood

9.46.4P Providing and fixing 40mm thick wire gauge shutters sqm 2124.75 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - Country wood (Malasian Padak)

9.46.4V Providing and fixing 40mm thick wire gauge shutters Sqm 1917.47 using galvanised M.S. wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors,windows and clerestory windows including anodised aluminium butt hinges with necessary screws Mahe Page 150


- Country wood (Irul).

9.46.5K Providing and fixing 40mm thick wire gauge shutters Sqm 2229.99 using galvanised M.S. wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors,windows and clerestory windows including anodised aluminium butt hinges with necessary screws - Country wood (Jack).

9.47.1B Providing and fixing 40mm thick wire gauge shutters sqm 2851.16 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows - Ist class teak wood

9.47.1C Providing and fixing 40mm thick wire gauge shutters sqm 2584.66 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows - II nd class teak

9.47.1P Providing and fixing 40mm thick wire gauge shutters sqm 2164.12 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows including bright finished or/and black enamelled M.S. butt hinges with necessary screws - Country wood (Malasian Padak)

9.47.1V Providing and fixing 40mm thick wire gauze shutters sqm 1956.84 using galvanised M.S.wire gauze of average width of aperature 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including bright finished or/and black enamelled M.S.butt hinges with necessary screws - country wood (Irul).

9.51B Providing 50x50x50mm teak wood (Ist class teak each 17.73 wood) plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc.

9.51C Providing 50x50x50mm teak wood (II nd class teak each 16.31 wood) plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc.

Mahe Page 151


9.51A.1 Providing and fixing expandable fastners of specified each 10.23 size with necessary plastic sleeves and galvanised M.S.screws including drilling holes in masonry work/CC/R.C.C. and making good etc. complete - 25mm long.

9.51A.2 Providing and fixing expandable fastners of specified each 11.95 size with necessary plastic sleeves and galvanised M.S.screws - 32mm long.



9.52.1B Providing and fixing first class teak wood plain lining sqm 4146.92 tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 40 mm thick

9.52.1C Providing and fixing second class teak wood plain sqm 3694.79 lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 40 mm thick

9.52.2C Providing and fixing second class teak wood plain sqm 2389.50 lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 25 mm thick

9.53.3B Providing and fixing 20 mm thick plain lining tongued sqm 2162.86 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - I st class teak wood

9.53.3C Providing and fixing 20 mm thick plain lining tongued sqm 1932.91 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - II nd class teak wood

Mahe Page 152

9 . Wood Work Code Description Unit Rate 9.53.4P Providing and fixing 20 mm thick plain lining tongued sqm 1547.19 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Country wood (Malasia Padak)

9.53.4V Providing and fixing 20 mm thick plain lining tongued sqm 1374.39 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - country wood (Irul).

9.54A.1 Providing and fixing in wall lining flat pressed three sqm 677.96 layer & graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to IS 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 12 mm thick.

9.54A.2 Providing and fixing in wall lining flat pressed three sqm 764.36 layer & graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to is 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 18 mm thick.

9.54A.3 Providing and fixing in wall lining flat pressed three sqm 1007.53 layer & graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to IS 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 25 mm thick.

9.54.3B Providing and fixing 12 mm thick plain lining tongued sqm 1377.84 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - I st class teak wood

9.54.3C Providing and fixing 12 mm thick plain lining tongued sqm 1236.75 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with -I I nd class teak wood

Mahe Page 153


9.54.4P Providing and fixing 12 mm thick plain lining tongued sqm 999.16 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with -Country wood (Malasia Padak)

9.54.4V Providing and fixing 12 mm thick plain lining tongued sqm 895.47 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - country wood (Irul).

9.55A.1 Providing and fixing specified wood frame work cum 71562.50 consisting of battens 50 x 25 mm fixed with rawl plug and drilling nececessary holes for rawl plug etc. including priming coat complete - Country wood (Irul).

9.57A Providing and fixing 1.1mm thick pvc lamination sheet sqm 414.69 for doors.the rate shall include labour charge for fixing, brass screws and washers etc complete.

9.57B Providing and fixing aluminium sheet 24 gauge for Sqm 381.99 doors including screws etc. complete.

9.57.1 Providing and fixing 4mm thick plywood plain lining sqm 814.56 with necessary screws,priming coat on unexposed surface etc.complete with-teak ply facings of approved manufacture - teak ply facing of approved manufacture.

9.57.2 Providing and fixing 4mm thick plywood plain lining sqm 545.26 with necessary screws,priming coat on unexposed surface etc. complete with - Commercial ply facings of approved manufacture.

9.59B Providing and fixing 40mm thick Ist class teak wood sqm 4982.71 plain panelling with skirting chair rails, and cornice with necessary screws priming coat on unexposed surface etc complete

9.59C Providing and fixing 40mm thick IInd class teak wood sqm 4530.58 plain panelling with skirting chair rails, and cornice with necessary screws priming coat on unexposed surface etc complete

9.60A.1 Providing and fixing skirting of prelaminated with (one sqm 797.45 side decorative and other side balancing lamination) flat Mahe Page 154


pressed, 3 layer and graded particle board (medium density) grade I, type II conforming to IS : 12823, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete - 18 mm thick.

9.60A.2 Providing and fixing skirting of prelaminated with (one sqm 1040.61 side decorative and other side balancing lamination) flat pressed, 3 layer and graded particle board (medium density) grade I, type II conforming to IS : 12823, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete - 25 mm thick.

9.61.1.1B Providing and fixing first class teak wood moulded metre 90.61 beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x12mm Ist class teak wood

9.61.1.1C Providing and fixing second class teak wood moulded metre 83.95 beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x12mm IInd class teak wood

9.61.1.2B Providing and fixing First class teak wood moulded metre 128.97 beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x12mm Ist class teak wood

9.61.1.2C Providing and fixing second class teak wood moulded metre 117.86 beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x12mm IInd class teak wood

9.67.1B Providing and fixing plain jaffri 35x10mm laths placed sqm 1550.01 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - Ist class teak wood

9.67.1C Providing and fixing plain jaffri 35x10mm laths placed sqm 1403.12 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - IInd class teak wood Mahe Page 155


9.67.2P Providing and fixing plain jaffri 35x10mm laths placed sqm 1158.30 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - Country wood (Malasia Padak)

9.67.2V Providing and fixing plain jaffri of 35 x 10 mm laths sqm 1044.05 placed 35 mm apart (frames to be paid separately) including fixing 50 x 12 mm beading complete with - Country wood (Irul).

9.73A Providing and fixing 18 mm thick, 150mm wide metre 211.79 pelmet of flat pressed 3 layer and graded particle board (medium density) Grade I conforming to IS : 3087) including top cover of 6 mm commercial ply wood, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets including fixing with 25 x 3mm M.S. flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc all complete.

9.73B Supplying and fixing 150mm wide pelmet using 8mm metre 318.92 thick cement bonded wooden particle board supported on 25mm thick country wood planks (Jack) and fixing of m.s. clamp on walls, using 16mm dia aluminium pipes and couplings including two coats of paint over one coat of primer etc. complete.

9.74B Providing and fixing teak wood lipping of size metre 21.04 25x3mm in pelmet.

9.74A.1 Extra for using veneered particle board in item of pelmet metre 16.16 18 mm thick 150 mm wide - commercial veneering on both sides.

9.74A.2 Extra for using veneered particle board in item of pelmet metre 96.59 18 mm thick 150 mm wide - particle board with teak veneering on both sides.

9.74A.3 Extra for using veneered particle board in item of pelmet metre 50.28 18 mm thick 150 mm wide - prelaminated particle board with decorative lamination on one side and balancing lamination on the other side, grade I, type II, conforming to IS: 12823. Mahe Page 156


9.79.1 Providing and fixing curtain rods of 1.25mm thick metre 148.77 chromium plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs etc. wherever necessary complete - 12mm diameter.

9.79.2 Providing and fixing curtain rods of 1.25mm thick metre 204.87 chromium plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete - 20mm diameter.

9.79.3 Providing and fixing curtain rods of 1.25mm thick metre 240.78 chromium plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete - 25mm diameter.

9.80 Providing and fixing M.S. round or square bars at kg 45.47 required spacings in wooden frames of windows and clerestory windows.

9.81 Providing and fixing M.S.round or square bars with kg 41.66 M.S.flats at required spacings in wooden frames of windows and clerestory windows.

9.82.1 Providing and fixing M.S. grills of required pattern in Kg 62.95 frames of windows etc. with M.S. flats, square or round bars etc. all complete - fixed to steel windows by welding.

9.82.2 Providing and fixing M.S. grills of required pattern in Kg 64.59 frames of windows etc. with M.S. flats, square or round bars etc. all complete - fixed to openings / wooden frames with rawl plugs.

9.83B Providing and fixing expanded metal 20x60mm strands sqm 549.18 3.25mm wide and 1.6mm thick for windows etc., including 62x19mm beading of First class teak wood

9.83C Providing and fixing expanded metal 20x60mm strands sqm 506.55 3.25mm wide and 1.6mm thick for windows etc. Mahe Page 157


including 62x19mm beading of second class teak wood

9.85.1B Providing and fixing fly proof galvanized M.S. wire sqm 625.42 gauze to windows and clerestory windows including 62x19mm beading of first class teak wood - with wire gauze of I.S. gauge designation 85g with wire of dia 0.56mm

9.85.1C Providing and fixing fly proof galvanized M.S.wire sqm 586.07 gauge to windows and clerestory windows including 62x19mm beading of second class teak wood - with wire gauge of I.S.gauge designation 85g with wire of dia 0.56mm

9.85.2N Providing and fixing fly proof galvanised M.S. wire sqm 297.16 gauge to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.63mm. With 12mm mild steel U beading.

9.87 Providing 40x5 mm flat iron hold fast 40 cm long each 69.30 including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

9.88P Providing beams including hoisting, fixing in position cum 64264.58 and applying wood preservative for the unexposed surface etc. complete with Malasia Padak wood.

9.88V Providing beams including hoisting, fixing in position cum 56251.13 and applying wood preservative for the unexposed surfaces etc. complete with Irul wood.

9.93.1 Providing and fixing M.S. pressed butt hinges bright each 18.13 finished with necessary screws etc. complete - 125x65x2.12mm.


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9 . Wood Work Code Description Unit Rate 9.93.3 Providing and fixing M.S. pressed butt hinges bright each 10.69 finished with necessary screws etc. complete - 75x47x1.70mm.


9.94.1 Providing and fixing M.S. pressed parliamentary hinges each 32.74 bright finished with necessary screws etc. complete - 150x125x27x2.80mm.




9.95.1 Providing and fixing M.S.single acting spring hinges each 77.80 bright finished with necessary screws etc.complete - 150mm



9.96.1 Providing and fixing M.S. double acting spring hinges each 91.83 bright finished with necessary screws etc. complete - 150mm.

9.96.2 Providing and fixing M.S. double acting spring hinges each 72.19 bright finished with necessary screws etc. complete - 125mm.

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9 . Wood Work Code Description Unit Rate 9.96.3 Providing and fixing M.S. double acting spring hinges each 52.42 bright finished with necessary screws etc. complete - 100mm.

9.98.1 Providing 1 mm thick M.S. piano hinges finished with metre 81.87 nickel plating and fixing with necessary screws - overall width 35 mm.

9.98.2 Providing 1 mm thick M.S. piano hinges finished with metre 85.23 nickel plating and fixing with necessary screws - overall width 50mm.

9.98.3 Providing 1 mm thick M.S. piano hinges finished with metre 87.48 nickel plating and fixing with necessary screws - overall width 65mm.

9.100.1 Providing and fixing M.S. sliding door bolts bright each 55.07 finished or/and black enamelled, with nuts and screws etc. complete - 300x16mm.

9.100.2 Providing and fixing M.S. sliding door bolts bright each 52.83 finished or/and black enamelled, with nuts and screws etc. complete - 250x16mm.

9.101.1.1 Providing and fixing M.S. tower bolts (barrel type) each 39.13 with necessary screws, etc. complete bright satin finished black stove enamelled - 250 x 10 mm.

9.101.1.2 Providing and fixing M.S. tower bolts (barrel type) each 37.41 with necessary screws, etc. complete - bright satin finished black stove enamelled - 200 x 10 mm.



9.101.2.1 Providing and fixing M.S. tower bolts (barrel type) each 128.90 with necessary screws, etc. complete - Copper oxidised (back finish) - 250 x 10mm

Mahe Page 160

9 . Wood Work Code Description Unit Rate 9.101.2.2 Providing and fixing M.S. tower bolts (barrel type) each 83.42 with necessary screws, etc. complete - copper oxidised (black finish) - 200 x 10mm

9.101.2.3 Providing and fixing M.S. tower bolts (barrel type) each 80.16 with necessary screws, etc. complete - copper oxidised (back finish) - 150 x 10mm

9.101.2.4 Providing and fixing M.S. tower bolts (barrel type) each 48.74 with necessary screws, etc. complete - copper oxidised (back finish) - 100 x 10mm

9.102 Providing and fixing mild steel bright polished nickel each 43.09 plated pull bolt lock conforming to IS: 7534 with necessary nuts and screws etc.complete 85mmx42mm

9.104.1 Providing and fixing M.S.handles conforming to IS: each 8.80 208 with necessary screws etc. complete - 125mm



9.105.1 Providing and fixing m.s.hooks and eyes conforming to each 8.39 IS: 207 - 300mm

9.105.2 Providing and fixing M.S.hooks and eyes conforming each 9.51 to IS: 207 - 250mm

9.105.3 Providing and fixing M.S.hooks and eyes conforming each 6.14 to IS: 207 - 200mm

9.105.4 Providing and fixing M.S.hooks and eyes conforming each 5.02 to IS:207 - 150mm

9.105.5 Providing and fixing M.S.hooks and eyes conforming each 4.01 to IS:207 - 100mm

9.106 Providing and fixing M.S.fan light pivots with each 6.79 necessary screws etc.complete.

9.107 Providing and fixing m.s. fan light catch with necessary each 6.83 Mahe Page 161


screws etc. complete.

9.108 Providing and fixing 300mm long M.S. chain with each 7.38 hooks for fan light including necessary screws etc.

9.109.1 Providing and fixing M.S. safety hasp and staple each 10.53 conforming to IS: 363 with necessary screws etc. complete - 150mm.

9.109.2 Providing and fixing m.s. safety hasp and staple each 9.22 conforming to IS: 363 with necessary screws etc. complete - 115mm.

9.109.3 Providing and fixing M.S. safety hasp and staple each 8.66 conforming to IS: 363 with necessary screws etc. complete - 90mm.

9.110 Providing and fixing bright finished or/and black each 51.86 enamelled M.S. helical door spring.

9.110A.1 Providing and fixing M.S. handles for steel windows - each 11.78 100 mm size weighing not less than 80 gms

9.110A.2 Providing and fixing M.S. handles for steel windows - each 13.24 150 mm size weighing not less than 100 gms

9.111.1 Providing and fixing oxidised M.S. pressed butt hinges each 22.43 with necessary screws etc. complete - 125x65x2.12mm




9.112.1 Providing and fixing oxidised M.S. pressed each 44.32 parliamentary hinges with necessary screws etc. complete - 150x125x27x2.80mm.

9.112.2 Providing and fixing oxidised M.S. pressed each 38.71 Mahe Page 162


parliamentary hinges with necessary screws etc. complete - 125x125x27x2.80mm.



9.113.1 Providing and fixing oxidised M.S. single acting each 92.10 spring hinges with necessary screws etc. complete -



9.114.1 Providing and fixing oxidised M.S. double acting each 95.47 spring hinges with necessary screws etc. complete -



9.115.1 Providing M.S. piano hinges, finished with brass metre 91.86 plating and fixing with necessary screws etc. complete - overall width 35mm.

9.115.2 Providing M.S. piano hinges, finished with brass metre 94.10 plating and fixing with necessary screws etc. complete - overall width 50 mm.

9.115.3 Providing M.S. piano hinges, finished with brass metre 98.59 plating and fixing with necessary screws etc. complete - overall width 65 mm.

9.116.1 Providing M.S. piano hinges finished with nickel metre 82.32 plating and fixing with necessary screws etc. complete - Mahe Page 163


overall width 35 mm.

9.116.2 Providing M.S. piano hinges finished with nickel metre 88.50 plating and fixing with necessary screws etc. complete - overall width 50 mm.

9.116.3 Providing M.S. piano hinges finished with nickel metre 89.62 plating and fixing with necessary screws etc. complete - overall width 65 mm.

9.117.1 Providing and fixing oxidised M.S. Tee hinges with each 32.30 necessary screws etc. complete - 300x115x2.24mm

9.117.2 Providing and fixing oxidised M.S. Tee hinges with each 31.18 necessary screws etc. complete : 250x110x2.24mm.

9.118.1 Providing and fixing oxidised M.S. sliding door bolts each 82.47 with nuts and screws etc. complete - 300x16mm.

9.118.2 Providing and fixing oxidised m.s. sliding door bolts each 63.57 with nuts and screws etc. complete - 250x16mm.

9.119.1 Providing and fixing oxidised m.S. tower bolt black each 34.98 finish, (barrel type) with necessary screws etc. complete - 250x10mm.

9.119.2 Providing and fixing oxidised M.S. tower bolt black each 25.34 finish, (barrel type) with necessary screws etc. complete - 200x10mm.

9.119.3 Providing and fixing oxidised M.S. tower bolts black each 18.04 finish, (barrel type) with necessary screws etc. complete - 150x10mm.

9.119.4 Providing and fixing oxidised M.S. tower bolts black each 17.53 finish, (barrel type) with necessary screws etc. complete - 100x10mm.

9.120 Providing and fixing 85mm x 42mm oxidised M.S. each 34.11 pull bolt lock conforming to IS: 7534 with necessary screws, bolts, nuts and washers etc. complete.

9.121.1 providing and fixing oxidised m.s. door latches with No 32.46 Mahe Page 164


screws etc. complete -300x20x6mm.

9.121.2 Providing and fixing oxidised M.S. door latches each 31.34 conforming to IS: 5930 with screws etc. complete - 250x20x6mm.

9.122.1 Providing and fixing oxidised M.S. handles conforming each 19.03 to IS: 4992 with necessary screws etc. complete:

9.122.2 Providing and fixing oxidised M.S. handles conforming each 16.70 to IS: 4992 with necessary screws etc. complete - 100mm.

9.122.3 Providing and fixing oxidised M.S. handles conforming each 14.44 to IS: 4992 with necessary screws etc. complete:

9.124 Providing and fixing oxidised M.S. fan light pivot with each 12.38 necessary screws etc. complete.

9.125 Providing and fixing oxidised M.S. fan light catch with each 9.77 necessary screws etc. complete.

9.126 Providing and fixing 300mm long oxidised M.S. chain each 26.03 with hook for fan light including necessary screws etc. complete.

9.127B Providing and fixing oxidised M.S. safety chain with each 31.52 necessary fixtures for doors. (weighing not less than 450 gms)

9.127.1 Providing and fixing oxidised M.S. hasp and staple each 20.90 (safety type) conforming to IS : 363 with necessary screws etc. complete - 150mm

9.127A.1 Providing and fixing oxidised M.S. casement stays each 16.15 (straight peg type) with necessary screws etc. complete. - 300 mm weighing not less than 200 gms.


9.127A.2 Providing and fixing oxidised M.S. casement stays each 14.81 Mahe Page 165


(straight peg type) with necessary screws etc. complete - 250 mm weighing not less than 150 gms.


9.127A.3 Providing and fixing oxidised M.S. casement stays each 13.91 (straight peg type) with necessary screws etc. complete - 200 mm weighing not less than 120 gms.

9.128.1 Providing and fixing bright finished brass butt hinges each 187.92 with necessary screws etc. complete - 125x85x5.5mm (heavy type).

9.128.2 Providing and fixing bright finished brass butt hinges each 107.13 with necessary screws etc. complete - 125x70x4mm (ordinary type).

9.128.3 Providing and fixing bright finished brass butt hinges each 133.51 with necessary screws etc. complete - 100x85x5.5mm (heavy type).

9.128.4 Providing and fixing bright finished brass butt hinges each 68.42 with necessary screws etc. complete - 100x70x4mm (ordinary type).

9.128.5 Providing and fixing bright finished brass butt hinges each 65.26 with necessary screws etc. complete - 75x65x4mm (heavy type).

9.128.6 Providing and fixing bright finished brass butt hinges each 37.21 with necessary screws etc. complete - 75x40x2.5mm (ordinary type).

9.128.7 Providing and fixing bright finished brass butt hinges each 16.14 with necessary screws etc. complete - 50x40x2.5mm (ordinary type).

9.129.1 Providing and fixing bright finished brass parliamentary each 241.01 hinges with necessary screws etc. complete - 150x125x27x5mm.

Mahe Page 166

9 . Wood Work Code Description Unit Rate 9.129.2 Providing and fixing bright finished brass parliamentary each 224.17 hinges with necessary screws etc. complete - 125x125x27x5mm.

9.129.3 Providing and fixing bright finished brass parliamentary each 196.12 hinges with necessary screws etc. complete - 100x125x27x5mm.

9.129.4 Providing and fixing bright finished brass parliamentary each 162.66 hinges with necessary screws etc. complete - 75x100x20x3.2mm.

9.134.1 Providing and fixing bright finished brass tower bolts each 151.78 (barrel type) with screws etc. complete - 250x10mm.




9.137.1 Providing and fixing bright finished brass door latch each 151.62 with necessary screws etc. complete - 300x16x5mm.

9.137.2 Providing and fixing bright finished brass door latch each 140.40 with necessary screws etc. complete - 250x16x5mm.

9.139 Providing and fixing bright finished brass 100mm each 500.70 mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

9.140 Providing and fixing bright finished brass 100mm each 444.59 mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

9.141 Providing and fixing bright finished brass night latch each 568.02 including necessary screws etc. complete (best make of approved quality).

Mahe Page 167

9 . Wood Work Code Description Unit Rate 9.142.1 Providing and fixing special quality bright finished each 96.74 brass cup board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 40mm.

9.142.2 Providing and fixing special quality bright finished each 113.56 brass cup board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality): 50mm.

9.142.3 Providing and fixing special quality bright finished each 123.66 brass cup board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 65mm.

9.142.4 Providing and fixing special quality bright finished each 131.52 brass cup board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 75mm.

9.143 Providing and fixing 50mm bright finished brass cup each 27.80 board or wardrobe knob with necessary screws (best make of approved quality).

9.146.1 Providing and fixing bright finished brass handles with each 115.33 necessary screws etc. complete - 125mm.



9.149 Providing and fixing bright finished brass hanging type each 47.72 floor door stopper with necesary screws etc. complete.

9.150 Providing and fixing bright finished brass hydraulic each 796.76 door closer (best make of approved quality) with necessary accessories and screws etc. complete.

9.150A.1 Providing and fixing bright finished brass hydraulic each 684.25 door closer of approved quality with accessories and screws etc. complete - Sleek design type.

Mahe Page 168

9 . Wood Work Code Description Unit Rate 9.150A.2 Providing and fixing bright finished brass hydraulic each 953.55 door closer of approved quality with accessories and screws etc. complete - Hidden type.

9.152 Providing and fixing bright finished brass casement each 39.94 window fastener with necessary screws etc. complete.

9.153.1 Providing and fixing bright finished brass casement each 85.86 stays (straight peg type) with necessary screws etc. complete - 300mm weighing not less than 330 gms.



9.155 Providing and fixing bright finished brass fan light each 32.53 catch with necessary screws etc. complete.

9.158.1 Providing and fixing bright finished brass hasp and each 65.29 staple (safety type) with necessary screws etc. complete - 150mm.



9.197 Providing and fixing chromium plated brass 100mm each 444.59 mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

9.198 Providing and fixing chromium plated brass night latch each 461.42 including necessary screws etc. complete (best make of approved quality).

Mahe Page 169

9 . Wood Work Code Description Unit Rate 9.199.1 Providing and fixing special quality chromium plated each 85.52 brass cupboard locks with six levers including necessary screws etc. complete (best make of approved quality) of size 40mm.

9.199.2 Providing and fixing special quality chromium plated each 96.74 brass cupboard locks with six levers including necessary screws etc. complete (best make of approved quality) of size 50mm.



9.200 Providing andfixing chromium plated brass 50mm each 35.66 cupboard or wardrobe knobs with nuts complete.

9.203.1 Providing and fixing chromium plated brass handles each 106.58 with necessary screws etc. complete - 125mm

9.203.2 Providing and fixing chromium plated brass handles each 82.80 with necessary screws etc. complete - 100mm.

9.203.3 Providing and fixing chromium plated brass handles each 72.71 with necessary screws etc. complete - 75mm.

9.207 Providing and fixing chromium plated brass casement each 68.22 window fastener with necessary screws etc. complete.

9.208.1 Providing and fixing chromium plated brass casement each 101.88 stays (straight peg type) with necessary screws etc. complete - 300mm weighing not less than 330 gms.

9.208.2 Providing and fixing chromium plated brass casement each 90.66 stays (straight peg type) with necessary screws etc. complete - 250mm weighing not less than 280 gms.

Mahe Page 170

9 . Wood Work Code Description Unit Rate 9.208.3 Providing and fixing chromium plated brass casement each 73.83 stays (straight peg type) with necessary screws etc. complete - 200mm weighing not less than 240 gms.

9.215.1 Providing and fixing aluminium butt hinges anodised each 88.28 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125 x 75 x 4mm.

9.215.2 Providing and fixing aluminium butt hinges anodised each 71.45 (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125 x 63 x4mm.



9.215.5 Providing and fixing aluminium butt hinges anodised each 65.73 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100 x 63 x




Mahe Page 171



9.218.1 Providing and fixing aluminium sliding door bolts each 197.78 anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete - 300 x

9.218.2 Providing and fixing aluminium sliding door bolts each 175.34 anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete - 250 x

9.219.1 Providing and fixing aluminium tower bolts anodised each 81.93 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 300 x 10mm.




9.219.5 Providing and fixing aluminium tower bolts anodised each 45.29 (anodic coating not less than grade Ac 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100 x 10mm.

9.220 Providing and fixing aluminium pull bolt lock each 38.60 anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Mahe Page 172


9.221 Providing and fixing 50 cm long aluminium kicking each 119.51 plate 100 x 3.15mm anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete.

9.222.1 Providing and fixing aluminium handles anodised each 38.13 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125mm.

9.222.2 Providing and fixing aluminium handles anodised each 30.17 (anodic coating not less than grade Ac 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100mm.

9.222.3 Providing and fixing aluminium handles anodised each 26.94 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 75mm.

9.223.1 Providing and fixing aluminium hanging floor door each 25.39 stopper anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete - Single rubber stopper.

9.223.2 Providing and fixing aluminium hanging floor door each 53.44 stopper anodised (anodic coating not less than grade Ac 10 as per Is : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete - Twin rubber stopper.

9.224 Providing and fixing aluminium casement stays each 51.39 anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.225 Providing and fixing bright finished brass 100mm each 479.30 mortice latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary Mahe Page 173


screws etc. complete (best make of approved quality).

9.226 Providing and fixing aluminium tee channals (heavy metre 36.04 duty) with rollers, stop end in pelmets as curtain rod.

9.229 Providing and fixing godrej nov-tal lock - 65mm size each 392.74 9.232 Supplying and fixing wooden partition using country sqm. 1386.51 wood frames (Jack) size of 75 x 50 mm at 120 cm c/c vertically, and 90 cm c/c horizontally to suit with site condition, covering of cement bonded wooden particle board 8 mm thick on both side of the frames including fixing of M.S. clamps, screws to walls, floors and making the walls good etc. complete. the rate is inclusive of all materials and labour charges.

Mahe Page 174

10 . Steel Work Code Description Unit Rate

10.1 Structural steel work in single section fixed without Kg 42.23 connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.2 Structural steel work in single section fixed with kg 41.88 connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.3 Structural steel work reveted or bolted in built up kg 45.93 section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.4 Structural steel work welded in built up section, trusses kg 42.82 and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.5 Providing and fixing in position collapsible steel Sqm 3099.49 shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of t-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of approved steel primer.

10.6 Providing and fixing 1mm thick m.s. sheet sliding Sqm 2077.99 shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners, 25mm dia. pulley, 40x40x6mm angle and t-iron guide at the top and bottom respectively including applying a priming coat of approved steel

10.7.1 Providing and fixing 1mm thick M.S. sheet door with Sqm 1798.61 frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all nessesary fittings complete,including applying a priming coat of approved steel primer- using M.S. angles 40x40x6mm for diagonal braces.

10.7.2 Providing and fixing 1mm thick M.S. sheet garage Sqm 1714.76 Mahe Page 175


door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer- using flats 30x6mm for diagonal braces and central cross piece. 10.8.1 Supplying and fixing rolling shutters of approved make, Sqm 1635.77 made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover. 10.8.2 Supplying and fixing rolling shutters of approved make, sqm 1591.26 made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 1.20 mm M.S. laths with 1.20 mm thick top cover. 10.8.3 Supplying and fixing rolling shutters of approved make, sqm 1504.48 made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 0.90 mm M.S. laths with 0.90 mm thick top cover. 10.9 Providing and fixing ball bearing for rolling shutters. each 307.94 10.10A Extra for providing grilled rolling shutters manufactured sqm 140.27 out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in-Charge (area of grill to be Mahe Page 176


measured).

10.10.1 Extra for providing mechanical device chain and crank Sqm 262.33 operation for operating rolling shutters - exceeding 10.00 sqm and upto 16.80 sqm in the area.

10.10.2 Extra for providing mechanical device chain and crank Sqm 292.63 operation for operating rolling shutters - exceeding 16.80 sqm in area.

10.12.1 Providing and fixing steel glazed doors of standard Sqm 1926.91 rolled steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

10.12.2 Providing and fixing steel glazed windows of standard Sqm 1214.24 rolled steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, withsteel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - windows fixed.

10.12.3 Providing and fixing steel glazed windows of standard Sqm 1606.97 rolled steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20cm Mahe Page 177


nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - windows-side hung.

10.12.4 Providing and fixing steel glazed ventilators of standard Sqm 1606.97 rolled steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - ventilators-top hung. 10.12.5 Providing and fixing steel glazed ventilators of standard Sqm 1606.97 rolled steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing or glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - ventilators-centre hung. 10.12.6.1 Providing and fixing steel glazed windows of standard Sqm 1214.24 rolled steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, withsteel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded aggregate 20mm nominal size) or with wooden plugs and screws or rawl Mahe Page 178


plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - In composite units of doors, windows and ventilators - For overall portion treated as fixed.

10.13 Extra for providing and fixing steel beading of approved metre 8.46 shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units.

10.14 Providing and fixing t-iron frames for doors, windows Kg 53.89 and ventilators of mild steel tee-sections, joints mitred and welded with 15 x 3mm lugs 10cm long embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing or necessary butt hinges and screws and applying a priming coat of approved steel primer.

10.15.1 Providing and fixing pressed steel door frames metre 168.78 manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile A.

10.15.2 Providing and fixing pressed steel door frames metre 180.12 manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle Mahe Page 179


of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile B.

10.15.3 Providing and fixing pressed steel door frames metre 199.19 manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile C.

10.16.1 Steel work in built up tubular trusses including cutting, Kg 68.23 hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - hot finished welded type tubes (conforming to is :

10.16.2 Steel work in built up tubular trusses including cutting, Kg 68.23 hoisting, fixing in position in plates for connecting truss members in purlins, tie runners including providing necessary anchor bolts etc. and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - hot finished seamless type tubes (conforming to is :

10.16.3 Steel work in built up tubular trusses including cutting, Kg 75.30 hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - electric resistance or induction butt welded tubes (conforming to is: 1161-1979).

Mahe Page 180


10.17 Providing and fixing 20x6mm mild steel 15cm long each 31.25 clamps for securing chick tops.

10.18 Providing and fixing mild steel rings of 6mm round for each 21.15 bar and 40mm internal dia for fastening ropes of chicks.

10.19 Providing and fixing M.S. fan clamp type-i of 16mm each 72.89 dia m.s. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete.

10.20 Extra over rate of code no.10.19 for providing and cm.heig 1.01 fixing M.S. fan lamp type-ii as per design in R.C.C. beams during laying towards the additional height of the clamp due to beam rib.

10.21 Providing and fixing circular cast iron box for ceiling each 89.05 fan clamp 140mm internal dia, 73mm height, 5mm thick rim bottom and top lids, 1.5mm thick M.S. sheet with its top surface backed for proper bonding top lid shall be screwed into the cast iron box by means of 3.3mm dia round headed screws, one lock at the corners. clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.

10.21A Providing and fixing circular/hexagonal M.S. sheet each 70.54 ceiling fan box with of internal dia 140mm, 73mm height, 3mm thick rim bottom and top lids, 1.5mm thick M.S. sheet. lid shall be screwed into M.S. box by means of 3mm round headed screws, clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing with over all length as 80cm.

10.22 Providing and fixing M.S. round holding down bolts Kg 37.40 with nuts and washer plates complete.

10.23 Providing and fixing bolts upto 300mm in length kg 50.28 including nuts and washers complete.

10.24 Providing and fixing bolts above 300mm in length kg 50.28 including nuts and washers complete.

10.25 Providing and fixing m.s. rivets of sizes in position. Kg 75.88

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10.26 Welding by gas plant including transportation of gas metre 1.09 welding plant at site etc. complete.

10.27 Welding by electric plant including transportation of metre 0.96 electric welding plant at site etc. complete.

10.28 Providing and fixing bright finished brass casement each 48.44 window fasteners of minimum weight 200gms to side hung steel windows with necessary welding and machine screws etc. complete.

10.29 Providing and fixing bright finished brass peg stays each 92.21 300mm long of minimum weight 330gms. to side hung steel windows with necessary welding and machine screws etc. complete

10.30.1 Providing and fixing bright finished brass peg stays to each 92.21 steel ventilators with necessary welding and machine screws etc. complete - 300mm long of minimum weight of 330 gms.

10.30.2 Providing and fixing bright finished brass peg stays to each 84.35 steel ventilators with necessary welding and machine screws etc. complete - 250mm long of minimum weight of 280 gms.

10.30.3 Providing and fixing bright finished brass peg stays to each 68.64 steel ventilators with necessary welding and machine screws etc. complete- 200mm long of minimum weight of 240gms.

10.31 Providing and fixing 14mm bright finished brass spring each 38.34 catch to steel centre hung ventilators with necessary welding and machine screws etc. complete.

10.31B supplying and fixing of steel grill work of m.s. Kg 45.74 angles,flats,squares and pipes including cost of welding charges, fixing in position in masonry walls with cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 12.5mm nnominal size) including one coat of priming coat etc. complete.

10.32.1 Steel work welded in built up section / framed work kg 48.08 including cutting, hoisting, fixing in position and Mahe Page 182


applying a priming coat of approved steel primer using structural steel etc. as required - in stringes, treads, landings etc. of stair cases including use of chequered plate wherever required; all complete.

10.32.2 Steel work welded in built up sections/ framed work Kg 52.26 including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. - in gratings, frames, guard bar, ladders, railings, brackets, gates and similar works.

10.33.1 Providing and fixing hand rail by welding etc. to steel kg 66.48 ladder railing, balcony railing & staircase railing including applying a coat of steel primer - M.S. tubes (medium) 40 mm nominal bore.

10.33.3 Providing and fixing hand rail by welding etc. to steel kg 86.23 ladder railing, balcony railing & staircase railing including applying a coat of steel primer - G.I. pipes 40 mm nominal bore. ( Class B)

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11 . Flooring Code Description Unit Rate

11.1.1 Brick on edge flooring with bricks of class designation Sqm 412.39 35 including cement slurry etc. complete in cement mortar 1:4(1 cement: 4 coarse sand).

11.1.2 Brick on edge flooring with bricks of class designation Sqm 383.90 35 including cement slurry etc. complete in cement mortar 1:6 (1 cement:6 sand).

11.3 Extra for brick flooring laid diagonal herring bone bond Sqm 15.25 or other pattern as specified.

11.4.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse Sqm 165.33 sand: 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 25mm thick with 12.5mm nominal size stone aggregate.

11.4.2 Cement concrete flooring 1:2:4 (1 cement : 2 coarse Sqm 218.51 sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry. but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate.

11.4.3 Cement concrete flooring 1:2:4(1 cement: 2 coarse sand: Sqm 256.64 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 50mm thick with 20mm nominal size stone aggregate.

11.4.4 Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: Sqm 349.72 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete -75mm thick with 20mm nominal size stone aggregate.

11.8 52mm thick cement concrete flooring with metallic Sqm 331.67 concrete hardener topping under layer 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick metallic concrete hardener consisting

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of mix 1:2 ( 1 cement hardener mix : 2 stone aggregate 6mm nominal size) by volume with which metallic hardening compound of approved quality is mixed in the ratio 4:1 ( 4 parts of cement : 1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, rounding of edges and strips etc. but excluding the cost of nosing of steps etc. complete.

11.9 62mm thick cement concrete flooring with metallic Sqm 366.09 concrete hardener topping under layer 50mm thick cement concrete 1:2:4(1 cement:2 sand:4 graded stone aggregate of 20mm nominal size) and top layer 12mm thick metallic cement hardener consisting of mix 1:2(1 cement hardener mix :2 stone aggregate 6mm nominal size) by volume with which metallic hardening compound of approved quality is mixed in the ratio 4:1 (4 parts of cement:1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete.

11.10.1 Cement plaster skirting (upto 30cm height) with Sqm 201.67 cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement including rounding of junctions with floor - 18mm thick.

11.10.2 Cement plaster skirting (upto 30cm height) with Sqm 213.33 cement mortar 1:3(1 cement :3 sand) finished with a floating coat of neat cement including rounding of junctions with floor - 21mm thick.

11.11.1 Red oxide plaster skirting (upto 30cm height) with top Sqm 235.50 layer of 6mm thick plaster of cement mix using 3.5kg. of red oxide of iron per 50kg. of cement in mortar 1:3(1 cement:3 sand) finished with a floating coat of cement red oxide mix of same proportion -18mm thick with under layer of 12mm thick cement plaster 1:3(1 cement :3 sand)

11.11.2 Red oxide plaster skirting (upto 30cm height ) with top Sqm 246.38 layer of 6mm thick plaster of cement mix, using 3.5kg. of red oxide of iron per 50 kg of cement in mortar 1:3(1 cement: 3 sand) finished with a floating coat of cement Mahe Page 185


red oxide mix of same proportion -21mm thick with under layer 15mm thick cement plaster 1:3 (1 cement:3 sand).

11.12 Add or deduct for using more or less than 3.5kg of red Sqm 9.60 oxide of iron per 50kg of cement in 18mm or 21mm thick red oxide plaster skirting.

11.13 Cement concrete pavement (25mm to 50mm thick) Cum 3992.93 with 1:2:4(1 cement:2 sand:4 graded stone aggregate 20mm nominal size) including finishing complete.

11.14 Extra for making chequers of approved pattern on Sqm 18.92 cement concrete floors, steps landing, pavements etc.

11.15.1 40mm thick marble chips flooring rubbed and polished Sqm 358.63 to granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - dark shade pigment with ordinary cement.

11.15.2 40mm thick marble chips flooring rubbed and polished Sqm 423.43 to granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with white cement.

11.15.3 40mm thick marble chips flooring rubbed and polished Sqm 393.95 to granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick Mahe Page 186


with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - medium shade pigment with approximately 50%white cement and 50% ordinary cement.

11.15.4 40mm thick marble chips flooring rubbed and polished Sqm 386.30 to granolithic finish under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - white cement without any pigment.

11.15.5 40mm thick marble chips flooring rubbed and polished Sqm 382.53 to granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with ordinary cement.

11.16.1 40mm thick marble chips flooring, rubbed and polished Sqm 370.58 to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - dark Mahe Page 187


shade pigment with ordinary cement.

11.16.2 40mm thick marble chips flooring, rubbed and polished Sqm 463.03 to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with white cement.

11.16.3 40mm thick morble chips flooring, rubbed and polished Sqm 420.90 to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size ) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.16.4 40mm thick marble chips flooring, rubbed and polished Sqm 411.58 to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - white cement without any pigment.

11.16.5 40mm thick marble chips flooring, rubbed and polished Sqm 404.66 to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm Mahe Page 188


thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with ordinary cement.

11.18.1.1 Marble chips skirting (upto 30cm height) rubbed and Sqm 468.94 polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - dark shade pigment with ordinary cement.

11.18.1.2 Marble chips skirting (upto 30cm height) rubbed and Sqm 533.74 polished to granolithic finish, top layer 6mm thick with black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - light shade pigment with white cement.

11.18.1.3 Marble chips skirting (upto 30cm height) rubbed and Sqm 504.26 polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - medium shade pigment with approximately 50% white cement and 50% ordinary cement.

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11 . Flooring Code Description Unit Rate 11.18.1.4 Marble chips skirting (upto 30cm height) rubbed and Sqm 496.61 polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow and baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - white cement without any pigment.

11.18.1.5 Marble chips skirting (upto 30cm height) rubbed and Sqm 492.84 polished to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - light shade pigment with ordinary cement.

11.18.2.1 Marble chips skiriting (upto 30cm height ) rubbed and Sqm 479.82 polished to granolithic finish,top layer 6mm thick with white, black, chocolate, grey,yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3 cement : 1 marble powder) by weight in proporation of 4:7 (4 cement :7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) - dark shade pigment with ordinary cement.

11.18.2.2 Marble chips skirting (upto 30cm height)rubbed and Sqm 544.62 polished to granolithic finish,top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3cement : 1 marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips ) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -light shade pigment with white cement.

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11 . Flooring Code Description Unit Rate 11.18.2.3 Marble chips skirting (upto 30cm height) rubbed and Sqm 515.14 polished to granolithic finish,top layer 6mm thick with white,black,chocolate, grey,yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3 cement :1 marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement 3 sand) -medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.18.2.4 Marble chips skirting ( upto 30cm height) rubbed and Sqm 507.49 polished to granlithic finish, top layer 6mm thick with white,black,chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement :1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips)by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -white cement without

11.18.2.5 Marble chips skirting (upto 30cm height) rubbed and Sqm 513.28 polished to granolithic finish,top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3cement :1 marble powder) by weight in proportion of 4:7 (4 cement marblee powder mix : 7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -light shade pigmenrt with ordinary cement.

11.19 Providing and fixing aluminium strips 40mm wide and metre 65.45 2mm thick in joints of terrazo floor.

11.20.1 Providing and fixing glass strips in joints of metre 20.09 terrazo/cement concrete floors:-40mm wide and 4mm thick.

11.20.2 Providing and fixing glass strips in joints of metre 22.25 terrazo/cement concrete floors:-40mm wide and 6mm thick.

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11.23 Extra for terrazo flooring laid as floor borders, margins Sqm 13.69 and similar bands exceeding 7.5cm but not exceeding 30cm in width.

11.24 Extra for laying terrazo flooring on stair case treads not Sqm 20.53 exceeding 30cm in width including cost of forming, nosing etc.

11.25 Extra for laying terrazo in narrow bands not exceeding metre 1.46 7.5cm in width.

11.26 Extra for making moulded nosing in terrazo including metre 61.70 returned moulded ends and angles to mouldings.

11.27 Special surface finishing to treads, risers and the ends of Sqm 28.36 concrete steps and the like, including form work.

11.28.1 Crazy marble stone flooring including filling the gaps Sqm 589.10 with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1part of marble powder) by weight in the proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume) and under layer of 25mm thick cement concrete 1:2:4( 1 cement:2 sand :4 graded stone aggregate 12.5 nominal size) rubbing and polishing cement slurry etc. complete: 20mm thick grazy marble stone white, black or as specified.

11.29A.1 Precast terrazo tiles 20 mm thick with marble chips of Sqm 641.74 sizes upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shade using white cement.

11.29A.2 Precast terrazo tiles 20mm thick with marble chips of Sqm 570.15 sizes upto 6mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and Mahe Page 192


50% ordinary cement.

11.29A.3 Precast terrazo tiles 20 mm thick with marble chips of Sqm 544.48 sizes upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - dark shade using ordinary cement.

11.29A.4 Precast terrazo tiles 20 mm thick with marble chips of Sqm 514.59 sizes upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - ordinary cement without any pigment.

11.30 Extra if terrazo tiles are laid in treads of steps not Sqm 25.44 exceeding 30cm in width.

11.31.1 Precast terrazo tiles 20mm thick with marble chips of Sqm 813.44 sizes upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - light shades using white cement.

11.31.2 Precast terrazo tiles 20mm thick with marble chips of Sqm 720.37 sizes upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - medium shades using approximately 50% white cement and 50% ordinary cement.

11.31.3 Precast terrazo tiles 20mm thick with marble chips of Sqm 669.52 sizes upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the Mahe Page 193


tiles, including rubbing and polishing complete with tiles of -- dark shades using ordinary cement.

11.32.1 Precast terrazo tiles 20mm thick with marble chips of Sqm 794.87 sizes upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - light shades using white cement.

11.32.2 Precast terrazo tiles 20mm thick with marble chips of Sqm 701.80 sizes upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - medium shades using approximately 50% white cement and 50% ordinary cement.

11.32.3 Precast terrazo tiles 20mm thick with marble chips of Sqm 650.94 sizes upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of -- dark shades using ordinary cement.

11.33 Extra if cut tiles other than half tiles are used in risers of Sqm 84.44 steps skirting and dado.

11.34A.1 Chequered terrazo tiles 22 mm thick with marble chips Sqm 765.17 of sizes upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shade using white cement.

11.34B.1 Chequerred precast cement concrete tiles 22 mm thick Sqm 921.44 with marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - light shades using white cement.

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11.34A.2 Chequerred terrazo tiles 22 mm thick with marble chips Sqm 594.84 of sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.34B.2 Chequerred precast cement concrete tiles 22 mm thick Sqm 783.02 with marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - medium shade using 50 % white cement 50 % ordinary cement.

11.34A.3 Chequerred terrazo tiles 22 mm thick with marble chips Sqm 556.82 of sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 3 sand) - dark shades using ordinary cement.

11.34B.3 Chequerred precast cement concrete tiles 22 mm thick Sqm 655.57 with marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - dark shade using ordinary cement.

11.34A.4 Chequerred terrazo tiles 22 mm thick with marble chips Sqm 526.93 of sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 3 sand) - ordinary cement without pigment.

11.34B.4 Chequerred precast cement concrete tiles 22 mm thick Sqm 625.68 with marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - ordinary cement Mahe Page 195


without any pigment.

11.35.2.1 Chequerred terrazo tiles 30mm thick with marble chips Sqm 683.47 of sizes upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shades using white cement.

11.35.2.2 Chequerred terrazo tiles 30mm thick with marble chips Sqm 591.39 of sizes upto 6mm in stair treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.35.2.3 Chequerred terrazo tiles 30mm thick with marble chips Sqm 520.21 of sizes upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - dark shades using ordinary cement.

11.36A Colour glazed tiles of minimum thickness 5mm in Sqm 667.84 flooring treads of steps and landings laid on a bed of 10mm thick cement mortar 1:3 (1 cement : 3 sand) finished with flush pointing in white cement and matching pigment etc.

11.36B Providing and fixing glazed screen printed tiles of Sqm 687.02 minimum thickness 5 mm of approved design, colour and shade in skirting, risers of steps and dados on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with white cement slurry mixed with matching pigment etc. complete.

11.36C.1.1 Providing and fixing 10 mm thick acid and alkali sqm 821.77 resistant tiles of approved make and colour using acid and or alkali resisting mortar bedding and joints filled Mahe Page 196


with acid and or alkali resisting cement as per is : 4457 complete as per the direction of engineer-in-charge in flooring on a bed of 10 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali resistant tile.

11.36C.2.1 Providing and fixing 10 mm thick acid and alkali sqm 727.81 resistant tiles of approved make and colour using acid and or alkali resisting mortar bedding and joints filled with acid and or alkali resisting cement as per is : 4457 complete as per the direction of engineer-in-charge in dado / skirting on 12 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali resistant tile.

11.38 White glazed tiles of minimum thickness 5mm in Sqm 698.30 skirting risers of steps and dado on 12mm thick cement plaster 1:3 (1 cement : 3 sand) and jointed with white cement slurry and matching pigment etc.,

11.41A.1.1 Tile work in skirting, risers of steps and dado (upto 2 Sqm 525.43 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. marble tiles (polished) raj nagar - 8mm thick.

11.41A.2.1 Tile work in skirting, risers of steps and dado (upto 2 Sqm 624.61 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. ceramic tiles (as per manufactures specifications) 7.0

11.41A.3 Tile work in skirting, risers of steps and dado (upto 2 Sqm 632.59 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. plain coloured glazed tiles 5 mm thick.

11.41A.4 Tile work in skirting, risers of steps and dado (upto 2 Sqm 659.97 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement Mahe Page 197


mixed with pigment of matching shade complete. factory printed glazed tiles 5 mm thick.

11.41A.5 Tile work in skirting risers of steps and dado (upto 2m sqm 1437.66 height) over 12mm thick bed of cement mortar 1:3 (one cement : three sand) and jointed with grey cement slurry at 3.3kg/sqm including pointing in white cement mixed with pigment of matching shade complete.Baroda green marble 15mm thick.

11.42.2.1 Marble stone flooring over 20mm(average) thick base Sqm 1325.68 laid and jointed with grey cement slurry including rubbing and polishing complete with -18mm thick makrana white second quality marble -base in cement mortar 1:4 (1 cement:4 sand)

11.42.2.1A Marble stone flooringOver 20mm(average) thick base sqm 1463.75 laid and jointed with grey cement slurry including rubbing and polising complete with 15mm thick Mourvadu white marble - base in cement mortar 1:4 (1cement : 4 sand)

11.42.5.1 Marble stone flooring with 18mm thick marble stone Sqm 1325.68 over 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 18mm thick makrana doongri adanga - base in cement mortar 1:4 (1 cement:4 sand)

11.42.5.1A Marble stone flooring with 15mm thick marble stone sqm 1463.75 over 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with 15mm thick Baroda green Marble base in cement mortar 1:4 ( one cement and four sand)

11.42.18.1 Marble stone flooring with 18mm thick marble stone Sqm 1325.68 over 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 18mm thick Pink plain marble - base in cement mortar 1:4 (1 cement:4 sand)

11.42.21.1 Marble stone flooring with 18mm thick marble stone Sqm 1390.20 over 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing Mahe Page 198


complete with - 18mm thick Kumari grey marble - base in cement mortar 1:4 (1 cement:4 sand)

11.43 Extra if pigment is used in the cement slurry to match Sqm 3.69 the shade of the marble slabs.

11.44 Extra if white cement slurry is used instead of grey Sqm 7.68 cement slurry (in joints of marble stone flooring or

11.46 Extra for nosing in marble stone for treads. metre 161.57 11.47 Extra for marble stone flooring in treads of steps, not Sqm 179.28 exceeding 30cm in width.

11.48.1.2 Kota stone slab flooring over 20mm (average) thick sqm 880.65 base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) - 25 mm

11.49 25mm thick kota stone slab in risers of steps skirting, Sqm 886.74 dado and pillars laid on 12mm [average] thick cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing etc. complete.

11.64.1.1 Providing and fixing homogeneous Polyvinyl chloride Sqm 421.61 sheet in flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 1.5mm thick -

11.64.1.2 Providing and fixing homogeneous Polyvinyl chloride sqm 520.80 tile in flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 1.5mm thick -

11.64.2.1 Providing and fixing Polyvinyl chloride sheet in Sqm 452.24 flooring and skirting in approved pattern on a smooth Mahe Page 199


and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 2mm thick - sheet.

11.64.2.2 Providing and fixing Polyvinyl chloride tile in flooring Sqm 547.90 and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 2mm thick - tile.

11.66.1 Rubber sheet flooring plain or marble of required colour Sqm 299.07 on a smooth and damp proof base using rubber adhesive of approved quality including pressing the sheets/tiles with a suitable tool to get a smooth surface all complete as directed by the engineer-in-charge - 3.2

11.73 Thanthoori stone slab flooring over 20mm (average) Sqm 858.60 thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base in cement mortar 1:4 (1 cement : 4 sand) - Thanthoori stone slab 25mm thick.

11.74 Thanthoori stone slabs 25mm thick in risers of steps Sqm 949.49 (except staircase risers) skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 sand) and jointed with gray cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.75 25mm thick cuddappah stone slab in risers of steps Sqm 1033.46 skirting, dado, pillars laid on 12mm [average] thick cement mortar 1:3 (1 cement :3 coarse sand) and jointed with cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing etc. complete.

11.76 Thanthoori stone slabs 25mm thick of length equal to Sqm 964.31 width of staircase and width equal to tread/riser of staircase laid on 20mm (average) thick cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement Mahe Page 200


slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.81 Providing and laying in floors fully vitrified tiles of sqm 1347.56 thickness not less than 10mm of size 60cmx60cm of premium quality make of Johnson/Regency/Naveen tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand) including grouting the joints with white cement and matching pigment etc.,complete.

11.82 Providing and laying in floors fully vitrified tiles of sqm 1542.68 thickness not less than 10mm of size 60cmx60cm of premium quality make of Bell tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand) including grouting the joints with white cement and matching pigment etc.,complete.

11.83 Providing and laying in floors fully vitrified tiles of sqm 1021.56 thickness not less than 8mm of size 45cmx45cm of premium quality make of Johnson/Regency/Naveen tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand) including grouting the joints with white cement and matching pigment etc.,complete.

11.84 Providing and laying in floors rectified tiles of thickness sqm 817.98 not less than 8mm of size 40.50cmx40.50cm of premium quality make of Johnson/Regency/Naveen / Kajaria tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand) including grouting the joints with white cement and matching pigment etc.,complete.

11.84A Providing and laying in floors ceramic tiles of thickness sqm 633.90 not less than 6mm of size 30cmx30cm of premium quality make of Johnson/Regency/Naveen/Kajaria tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand) including grouting the joints with white cement and matching pigment etc.,complete.

Mahe Page 201

11 . Flooring Code Description Unit Rate 11.88 Tile work in skirting, risers of steps over 12mm thick sqm 878.01 bed of cement mortar 1:3 (1 cement : 3 sand ) and jointed with grey cement slurry @ 3.3 kg /sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 45x45cm 8mm thick.Premium quality make of Johnson/Regency/Naveen of approved colour and

11.89 Tile work in skirting, risers of steps over 12mm thick sqm 1382.48 bed of cement mortar 1:3 (1 cement : 3 sand ) and jointed with grey cement slurry @ 3.3 kg /sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 60cmx60cm 10mm thick.Premium quality make of Bell approved colour and design.

11.90 Tile work in skirting, risers of steps over 12mm thick sqm 1193.61 bed of cement mortar 1:3 (1 cement : 3 sand ) and jointed with grey cement slurry @ 3.3 kg /sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 60x60cm 10mm thick.Premium quality make of Johnson/Regency/Naveen of approved colour and

11.91 Tile work in skirting, risers of steps over 12mm thick sqm 680.93 bed of cement mortar 1:3 (1 cement : 3 sand ) and jointed with grey cement slurry @ 3.3 kg /sqm including pointing in white cement mixed with pigment of matching shade complete - Rectified tiles 40.5x40.5cm 8mm thick.Premium quality make of Johnson/Regency/Naveen/Kajaria of approved colour and design.

11.92 Tile work in skirting, risers of steps over 12mm thick sqm 540.15 bed of cement mortar 1:3 (1 cement : 3 sand ) and jointed with grey cement slurry @ 3.3 kg /sqm including pointing in white cement mixed with pigment of matching shade complete - Ceramic tiles 30x30cm 6mm thick.Premium quality make of Johnson/Regency/Naveen / Kajaria of approved colour and design.

Mahe Page 202

12 . Roofing Code Description Unit Rate

12.1.1 Providing corrugated G.S. sheet roofing fixed with G.I. Sqm 857.14 J or l hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.60 mm thick with zinc coating not less than 350 gm/sqm.

12.1.2 Providing corrugated G.S. sheet roofing fixed with G.I Sqm 698.33 J or l hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.25 mm thick with zinc coating not less than 350

12.1.3 Providing corrugated G.S. sheet roofing fixed with G.I. Sqm 585.20 J or l hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.00 mm thick with zinc coating not less than 275

12.2 Extra for providing and fixing corrugated G.S.sheets sqm 6.08 vertically or to a pitch exceeding 60 degree.

12.9.5 Providing and fixing 15cm wide 45cm over all semi metre 314.06 circular plain G.S. sheet gutter with iron brackets 40 x 3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less

12.10.1 Providing asbestos cement 6mm thick corrugated sheets Sqm 185.59 roofing and fixing with g.i.j or l hooks, bolts and nuts 8mm dia. g.i.plain and bitumen washers complete excluding the cost of purlins, rafters and trusses - corrugated sheets upto 60 degree pitch.

Mahe Page 203

12 . Roofing Code Description Unit Rate 12.10.2 Providing asbestos cement 6mm thick corrugated sheets Sqm 191.82 roofing and fixing with g.i. j or l hooks, bolts and nuts 8mm dia. g.i. plain and bitumen wwwashers complete excluding the cost of purlins, rafters and trusses - corrugated sheets above 60 degree pitch.

12.13 Extra for providing and fixing wind ties of 40 x 6 mm metre 71.89 flat iron section.

12.14.3 Providing and fixing ridges and hips in asbestos cement metre 195.17 sheet roofing - Close fitting adjustable ridges.

12.14.4 Providing and fixing ridges and hips in asbestos cement metre 155.80 sheet roofing - North light adjustable ridges.

12.15.3 Providing and fixing asbestos cement roofing accesories metre 204.23 with galvanised iron J or L hookes bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitument washers complete - North light and ventilator curves.

12.20 Providing flat iron brackets 50 x 3 mm size with metre 23.45 necessary bolts, nuts and washers etc. for fixing asbestos cement / g.s sheets gutters with purlins.

12.29.1 Painting top of roofs with bitumen of approved quality Sqm 59.52 at 17kg/10sqm impregnated with a coat of coarse sand at 60cudm/10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete - with residual type petroleum bitumen of penetration 80/100.

12.33A Providing and laying pressed clay tiles (as per approved sqm 332.56 pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finsihed neat complete.

12.34L Lime concrete terracing on roofs of required thickness cum 2988.39 laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime putty : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parapet wall Mahe Page 204


complete.

12.39 Making khurras 45x45cm with average minimum each 159.11 thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over p.v.c. sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete.

12.57.2 Providing and fixing flat pressed 3 layer medium Sqm. 419.45 density particle board sheet Grade I confirming to IS:3087 in ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) - 12mm thick.

12.57.3 Providing and fixing flat pressed 3 layer particle board Sqm. 578.67 sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) - 18mm thick.

12.58.1 Providing and fixing plain A.C. sheet ceiling of Sqm. 250.34 approved quality with necessary nails etc. complete (frame work to be paid separately) - 4mm thick.

12.58.2 Providing and fixing plain A.C. sheet ceiling of Sqm. 268.99 approved quality with necessary nails etc. complete (frame work to be paid separately) - 6mm thick.

12.68.3 Providing and fixing 40 mm dia PVC pipe outlet fixed metre 279.84 in C.M 1:4 (1 cement :4 sand) including cutting and making good the wall as directed.

12.69.2 Providing and fixing on wallface S.C.I. rain water pipes metre 301.97 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 100mm diameter.

12.69.3 Providing and fixing on wallface S.C.I. rain water pipes metre 492.48 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 150mm diameter. Mahe Page 205


12.70.2 Providing, fixing and embedding cast iron (S&S) class metre 912.99 LA rain water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking to be paid for separately) - 100mm diameter.

12.70.3 Providing, fixing and embedding cast iron (S&S) class metre 1477.42 LA rain water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - 150mm diameter.

12.71.2 Providing and fixing M.S. holder bat clamps of each 84.95 approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc -

12.71.3 Providing and fixing M.S. holder bat clamps of each 98.97 approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc -

12.72.1.2 Providing and fixing on wall face C.I. accessories for each 239.89 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain bend - 100mm diameter.

12.72.1.3 Providing and fixing on wall face C.I. accessories for each 302.38 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain bend - 150mm diameter.

12.72.3.2 Providing and fixing on wall face C.I. accessories for each 239.89 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain shoes - 100mm Mahe Page 206


diameter.

12.72.3.3 Providing and fixing on wall face C.I. accessories for each 302.38 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain shoes - 150mm diameter.

12.73.2 Providing lead caulked joints to sand cast iron rain each 208.83 water pipes and fittings - 100mm diameter pipe.


12.74.1.2 Providing, fixing and embedding sand cast iron each 110.85 accessories for rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 100mmdiameter.

12.74.1.3 Providing, fixing and embedding sand cast iron each 199.62 accessories for rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 150mmdiameter.

12.74.2.2 Providing, fixing and embedding sand cast iron each 110.85 accessories for rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - sand cast iron plain shoes - 100mm diameter.


12.78.1 Providing and fixing on wall/column face unplasticised metre 127.12 - PVC (working pressure 4 kg/sqcm) rain water pipes conforming to IS : 13592 including jointing with seal Mahe Page 207


ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 75 mm diameter.

12.78.2 Providing and fixing on wall face/column unplasticised metre 221.85 - PVC (working pressure 4kg/sqcm) ) rain water pipes conforming to IS :13592 including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. single socketed pipes 110mm

12.79.1.1 Providing and fixing on wall face/column face each 80.02 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - coupler - 75 mm.

12.79.1.2 Providing and fixing on wall face/column face each 109.16 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - coupler - 110 mm.

12.79.2.1 Providing and fixing on wall face/column face each 80.02 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single pushfit coupler - 75 mm.

12.79.2.2 Providing and fixing on wall face/column face each 122.07 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single pushfit coupler - 110 mm.

12.79.3.1 Providing and fixing on wall face/column face each 125.64 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Mahe Page 208


single tee with door - 75 x 75 x 75 mm.

12.79.3.2 Providing and fixing on wall face/column face each 206.17 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee with door - 110 x 110 x 110 mm.

12.79.4.1 Providing and fixing on wall face/column face each 114.42 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee without door - 75 x 75 x 75mm.

12.79.4.2 Providing and fixing on wall face/column face each 190.46 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee without door - 110 x 110 x 110 mm.

12.79.5.1 Providing and fixing on wall face/column face each 77.78 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 87.5 degree - 75 mm bend.

12.79.5.2 Providing and fixing on wall face/column face each 128.80 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 87.5 degree - 110 mm bend.

12.79.6.1 Providing and fixing on wall face/column face each 137.25 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - shoe (plain) - 75 mm shoe. Mahe Page 209


12.79.6.2 Providing and fixing on wall face/column face each 263.45 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - shoe (plain) - 110 mm shoe.

12.80.1 Providing and fixing unplasticised-PVC pipe clips of each 92.79 approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 sand) and making good the walls etc. complete.- 75 mm dia. pipe.

12.80.2 Providing and fixing unplasticised-PVC pipe clips of each 115.79 approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 sand) and making good the walls etc. complete.- 110mm dia. pipe.

Mahe Page 210

13 . Finishing Code Description Unit Rate

13.8.2 12 mm cement plaster of mix - 1:4 (1 cement : 4 fine sqm 100.74 sand)

13.8.3 12 mm cement plaster of mix - 1:5 (1 cement : 5 fine sqm 96.67 sand).


13.9.2 15 mm cement plaster on the rough side of single or sqm 117.40 half brick wall of mix - 1:4 (1 cement : 4 fine sand).

13.9.2A 15mm cement plaster on the rough side of single or half sqm 111.32 brick wall of mix 1:5 (1 cement : 5 fine sand)

13.9.4 15 mm cement plaster on the rough side of single or sqm 106.11 half brick wall of mix - 1:6 (1 cement : 6 fine sand).



13.14.1 12 mm cement plaster finished with a floating coat of sqm 133.94 neat cement - of mix - 1:3 (1 cement : 3 fine sand).

13.14.2 12 mm cement plaster finished with a floating coat of sqm 124.49 neat cement - of mix - 1:4 (1 cement : 4 fine sand).

13.16.1 20 mm cement plaster finished with a floating coat of sqm 181.59 neat cement of mix 1:3 (1 cement : 3 fine sand).

13.16.2 20 mm cement plaster finished with a floating coat of sqm 166.88 neat cement of mix - 1:4 (1 cement : 4 fine sand).

13.24.1 6 mm cement plaster to ceiling of mix - 1:3 (1 cement : sqm 79.34 3 fine sand).

13.25 6 mm cement plaster 1:3 (1 cement : 3 fine sand) sqm 106.91 finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

Mahe Page 211


13.26 Neat cement punning. sqm 24.76 13.29.1 18 mm cement lime plaster in two coats under layer 12 sqm 144.23 mm cement plaster 1:5 (1 cement : 5 sand) finished with 6 mm cement lime plaster of mix 1:1:6 (1 cement : 1 lime putty: 6 fine sand).

13.36.1 Extra for providing and mixing water proofing material sqm 4.47 in cement plaster works in proportion recommended by the manufacturers - 12 mm cement plaster 1:3 (1 cement : 3 sand).

13.36.2 Extra for providing and mixing water proofing material sqm 3.35 in proportion recommended by the manufacturers - 12 mm cement plaster 1:4 (1 cement : 4 sand).




13.36.6 Extra for providing and mixing water proofing material sqm 5.06 in proportion recommended by the manufacturers - 20 mm cement plaster 1:4 ( 1 cement : 4 sand).

13.37 Extra for plastering exterior walls of height more than sqm 20.55 10 m from ground level for every additional height of 3 m or part thereof.

13.38.1 Extra for plastering on circular work not exceeding 6 m sqm 10.69 in radius - in one coat.

13.38.2 Extra for plastering on circular work not exceeding 6 m sqm 16.34 in radius - in two coats.

13.39.1 Extra for plastering done on moulding cornices or sqm 152.74 architraves including neat finish to line and level in one Mahe Page 212


coats.

13.39.2 Extra for plastering done on moulding cornices or sqm 250.94 architraves including neat finish to line and level in two coats.

13.39.3 Extra for adding Recron 3S or equivalent 6mm fibre as per bag of 27.50 fibre reinforcement for plastering at the rate of 125 gm cement per bag of cement including the cost of fibre.

13.41 18 mm plastering with terrazzo finish rubbed and sqm 446.29 polished complete under layer 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and top layer 6 mm thick white, black, chocolate, grey, yellow or baroda green marble chips of 3 mm and down size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.

13.50.1 12 mm thick plain cement mortar bands in cement unit 1.85 mortar 1:4 (1 cement : 4 fine sand) - flush band (cost for 1 m long/1 cm wide).

13.50.3 12 mm thick plain cement mortar bands in cement unit 2.24 mortar 1:4 (1 cement : 4 fine sand) - raised band. (cost of 1 m long/1 cm wide band).

13.51A Providing and fixing on wall face with broken glasses sqm. 237.32 in C.M. 1:4 (one cement : 4 sand)

13.51B 15 mm thick plain cement plaster band of width metre 10.94 100mm with cement mortar 1:4 (1 cement : 4 sand). - raised band.

13.56.1 Pointing on brick work with cement mortar 1:3 (1 sqm 59.52 cement :3 fine sand) - flush pointing.

13.63.1 Pointing on tile brick work with cement mortar 1:3 (1 sqm 82.03 cement :3 fine sand) - flush pointing.

13.64.1 Pointing on stone work with cement mortar 1:3 (1 sqm 83.87 cement :3 fine sand) - flush pointing. Mahe Page 213


13.64.2 Pointing on stone work with cement mortar 1:3 (1 sqm 89.74 cement :3 fine sand) - ruled pointing.

13.64.3 Pointing on stone work with cement mortar 1:3 (1 sqm 152.39 cement :3 fine sand) - raised and cut pointing

13.72.1 White washing with whiting to give an even shade - sqm 9.82 new work (three or more coats).

13.73.2 Colour washing such as green, blue or buff to give an sqm 12.91 even shade - new work (two or more coats) with a base coat of whiting.

13.77A.1 Distempering with first quality acrylic washable sqm 33.50 distemper (ready made) of approved manufacturer and of required shade and colour complete as per manufacturer specification - two or more coats on new work.

13.77.2 Distempering with oil bound washable distemper of sqm 55.90 approved brand and manufacture to give an even shade - new work (two or more coats) over and including priming coat with cement primer.

13.77A.2 Distempering with first quality acrylic washable sqm 19.46 distemper (ready made) of approved manufacture and of required shade and colour complete as per manufacturer's specification - one or more coats on old work.

13.78.1 Applying one coat of cement primer of approved brand sqm 23.17 and manufacture on wall surface - cement primer.

13.79.1 Finishing walls with water proofing cement paint of sqm 50.15 approved brand and manufacture and of required shade to give an even shade - new work (three or more coats).

13.79A.1 Finishing walls with textured exterior paint "Sandtex sqm 100.46 Matt" of M/s Snowcem India Ltd., or equivalent of required shade : New work (Two or more coats applied @ 3.28 litre / 10 sqm) over and including base coat of water proofing cement paint "Snowcem Plus" or Mahe Page 214


equivalent applied @ 2.20 kg / 10 sqm.

13.79B.1 Finishing walls with Acrylic Smooth exterior paint sqm 59.52 "Trump" of M/s Snowcem India ltd or equivalent of required shade: New work (Two or more coat applied @ 1.67 litre / 10 sqm over and including base coat of water proofing cement paint Snowcem Plus or equivalent applied @ 2.20 kg / 10 sqm)

13.79C.1 Finishing walls with Premium Acrylic Smooth exterior sqm 69.53 paint with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: New work (Two or more coats applied @ 1.43 litre / 10 sqm.Over and including base coat of water proofing cement paint Snowcem plus or equivalent applied @ 2.20 kg / 10 sqm)

13.79D.1 Finishing walls with Delux Multi surface paint system sqm 65.43 "Uni - Gloss" of M/s Snowcem India ltd., or equivalent for interiors and exteriors using Primer as per manufactures specifications : Two or more coats applied @ 1.25 litre / 10 sqm over and including one coat of special primer C-W applied @ 0.75 litre / 10 sqm

13.79.1.1 Finishing walls with water proofing cement paint sqm 37.63 "Snowcem - Plus " of M/s Snowcem India ltd., or equivalent of required shade:New work (Two or more coats applied 3.84 kg / 10 sqm)

13.79.2 Finishing walls with water proofing cement paint sqm 35.93 "Snowcem - Plus" of M/s Snowcem India ltd., or equivalent of required shade: Old work (one or more coats applied @ 2.20 kg /10 sqm) over priming coat of "Cemprover" primer of Snowcem or equivalent applied @ 0.80 litres / 10 sqm complete including cost of Priming coat.

13.79A.2 Finishing walls with textured exterior paint "Sandtex sqm 84.51 Matt" of M/s Snowcem India Ltd., or equivalent of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 litre / 10sqm

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13.79B.2 Finishing walls with Acrylic Smooth exterior paint " sqm 42.98 Trump " of M/s Snowcem India ltd or equivalent of required shade: Old work (Two or more coat applied @ 1.67 litre / 10 sqm on existing cement paint surface)

13.79C.2 Finishing walls with Premium Acrylic Smooth exterior sqm 53.56 paint with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade:) Old work (Two or more coats applied @ 1.43 litre / 10 sqm) over existing cement paint surface

13.79D.2 Finishing walls with Delux Multi surface paint system sqm 55.81 "Uni - Gloss " of M/s Snowcem India ltd., or equivalent for interiors and exteriors using Primer as per manufactures specifications: Painting wood work with Delux Multi Surface Paint "Uni - Gloss" of M/s Snowcem India Ltd., or equivalent of required shade. Two or more coat applied @ 0.90 litre / 10 sqm over an under coat of primer C.W or equivalent. Applied @ 0.75 litre / 10 sqm of approved brand or manufacture.

13.79A.3 Finishing walls with textured exterior paint "Sandtex sqm 50.45 Matt" of M/s Snowcem India Ltd., or equivalent of required shade: Old work (One or more coats) applied @ 1.82 litre / 10 sqm

13.79B.3 Finishing walls with Acrylic Smooth exterior paint sqm 27.32 "Trump" of M/s Snowcem India ltd or equivalent of required shade: Old work (One or more coat applied @ 0.90 litre / 10 sqm)

13.79C.3 Finishing walls with Premium Acrylic Smooth exterior sqm 34.18 paint with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade:) Old work (One or more coats applied @ 0.83 litre / 10 sqm)

13.79D.3 Finishing walls with Delux Multi surface paint system sqm 57.16 "Uni - Gloss" of M/s Snowcem India ltd., or equivalent for interiors and exteriors using Primer as per manufactures specifications: Painting Steel work with Delux Multi Surface paint " Uni - Gloss" of M/s Snowcem India ltd., or equivalent to give an even shade. Two or more coat applied @ 0.90 litre / 10 sqm Mahe Page 216


over an under coat of primer UG or equivalent , applied @ 0.80 litre / 10 sqm of approved brand or manufacture. 13.81.1 Applying priming coat - with ready mixed pink or grey sqm 21.44 primer of approved brand and manufacture on wood work (hard and soft wood).

13.81.2 Applying priming coat - with ready mixed aluminium sqm 22.45 primer of approved brand and manufacture on resinous wood and ply wood.

13.81.3 Applying priming coat - with ready mixed zinc sqm 19.61 chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works.

13.82A Painting one thin coat with white lead of approved sqm 24.87 brand and manufacture on wet or patchy portion of plastered surfaces.

13.82.1 Painting with ready mixed paint of approved brand and sqm 44.94 manufacture in all shades to give an even shade - new steel work (two or more coats).

13.82B.1 Finishing with epoxy paint (two or more coats) at all sqm 87.34 locations prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on steel work.

13.82.2 Painting with ready mixed paint of approved brand and sqm 44.94 manufacture in all shades to give an even shade - new wood work (two or more coats).

13.82B.2 Finishing with epoxy paint (two or more coats) at all sqm 85.12 locations prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on concrete work.

13.83.1 Painting on G.S sheet with synthetic enamel paint of sqm 49.87 approved brand and manufacture of required colour to give an even shade - new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.

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13 . Finishing Code Description Unit Rate 13.83A.1 Applying a coat of mordant paint on G.S sheet - with a sqm 14.71 solution of 38 gms of copper acetate in a litre of soft water.

13.83A.2 Applying a coat of mordant solution on G.S sheet - sqm 14.67 with a paint made of 13 gms hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of

13.84.3 Painting (two or more coats) on rain water, soil, waste metre 21.47 and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer on new work - 100 mm diameter pipes.


13.85.3 Painting (one or more coats) on rain water, soil, waste metre 9.69 and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work - 100 mm diameter pipes.


13.92.1 Wall painting with plastic emulsion paint of approved sqm 62.39 brand and manufacture to give an even shade. - two or more coats on new work

13.93.1 Painting with synthetic enamel paint of approved brand sqm 41.90 and manufacture to give an even shade. - two or more coats on new work

13.94.1 Painting with synthetic enamel paint of approved brand sqm 65.07 and manufacture of required colour to give an even shade. - two or more coats on new work over an under Mahe Page 218


coat of suitable shade with ordinary paint of approved brand and manufacture.

13.95.1 painting with aluminium paint of approved brand and sqm 43.02 manufacture to give an even shade. - two or more coats on new work.

13.96.1 Painting with acid proof paint of approved brand and sqm 46.84 manufacture of required colour to give an even shade. - two or more coats on new work.

13.97.1 Painting with black anti-corrosive bitumastic paint of sqm 37.20 approved brand and manufacture to give an even shade - two or more coats on new work.

13.100.1 Varnishing with varnish of approved brand and sqm 64.33 manufacture - two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

13.100.3 Varnishing with varnish of approved brand and sqm 25.71 manufacture - one or more coats with copal varnish.

13.100.4 Varnishing with varnish of approved brand and sqm 67.98 manufacture - two or more coats of glue sizing with spar varnish or an under coat of flatting varnish.

13.100.6 Varnishing with varnish of approved brand and sqm 27.82 manufacture - one or more coats with spar varnish.

13.101.1 French spirit polishing - two or more coats on new sqm 100.57 works including a coat of wood filler.

13.104.1 Polishing on wood work with ready made wax polish sqm 49.93 of approved brand and manufacture on - new work.

13.105 Floor polishing on masonry or concrete floors with wax sqm 22.29 polish of approved brand and manufacture.

13.108 Varnishing with flatting varnish of approved brand and Sqm 26.92 manufacture one or more coats on old work.

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14 . Repairs To Buildings Code Description Unit Rate

14.1.1 Repairs to plaster of thickness 12mm to 20mm in sqm 151.20 patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead: with cement mortar 1:4 (1 cement, 4 fine sand).

14.5.1 Renewing glass panes, with putty and nails wherever sqm 384.41 necessary glass panes weighing 7.5kg/sqm

14.5.2 Renewing glass panes, with putty and nails wherever sqm 442.41 necessary glass panes weighing 10kg/sqm

14.5.3 Renewing glass panes, with putty and nails wherever sqm 615.22 necessary glass panes weighing 13.75kg/sqm.

14.5.4 Renewing glass panes, with putty and nails wherever sqm 516.47 necessary Frosted glass panes weighing 7.5kg/sqm.

14.6.1 Renewing glass panes, with wooden fillets wherever sqm 529.86 necessary glass panes weighing 7.5kg/sqm.

14.6.2 Renewing glass panes, with wooden fillets wherever sqm 580.67 necessary glass panes weighing 10kg/sqm.

14.6.3 Renewing glass panes, with wooden fillets wherever sqm 753.47 necessary glass panes weighing 13.75kg/sqm.

14.6.4 Renewing glass panes, with wooden fillets wherever sqm 654.72 necessary - Frosted glass panes weighing 7.5kg/sqm.

14.8.1K Supplying and fixing new wooden fillets wherever metre 21.24 necessary - country wood Jack

14.8.1N Supplying and fixing new wooden fillets wherever metre 25.28 necessary - Teak wood.

14.8.1V Supplying and fixing new wooden fillets wherever metre 20.30 necessary - Country wood Irul

14.9 Renewal of old putty of glass panes (length). metre 13.37 14.10 Refixing old glass panes with putty and nails. sqm 173.77 Mahe Page 220


14.11 Fixing old glass panes with wooden fillets (excluding sqm 144.11 cost of fillets).

14.19.1.1K Renewing wooden beams in roofs,including making cum 53714.13 good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead:-Not exceeding 4.00 metres in length.- Sal wood beams.

14.19.2.1K Renewing wooden beams in roofs,including making cum 54416.51 good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead:-Above 4.00 metres and upto 5.00 metres length- Sal wood beams.

14.21 Raking out joints in lime or cement mortar and sqm 15.17 preparing the surface for repainting or replastering including disposal of rubbish to the dumping ground within 50m lead.

14.33 Pumping out water caused by springs, tidal or river Kl. 62.35 seepage, broken water mains or drains and the like.

14.34 Mud mortar. cum 263.08 14.40.1N Providing and fixing plain jaffri door and window sqm 2621.43 shutters including bright/or and black enamelled M.S.butt hinges with the necessary screws 35x10mm laths placed 35mm apart (frames to be separately) including fixing 50x12mm beading complete with:- second class teak wood.

14.40.2K Providing and fixing plain jaffri door and window sqm 2020.31 shutters including bright/or and black enamelled M.S.butt hinges with the necessary screws 35x10mm laths placed 35mm apart (frames to be separately) including fixing 50x12mm beading complete with:- Jack wood

14.41.1 Providing and fixing curtain rods of 1.25 mm thick metre. 123.63 brass plate with two brass brackets fixed with brass

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screws and wooden plugs etc.complete wherever necessary complete - 12 mm diameter. 14.41.2 Providing and fixing curtain rods of 1.25 mm thick metre 149.44 brass plate with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete - 20 mm diameter.

14.41.3 Providing and fixing curtain rods of 1.25 mm thick metre 196.57 brass plate with two brass brackets fixed with brass screws and wooden plugs etc.wherever necessary complete - 25 mm diameter.

14.42 Providing and fixing M.S. round or square bars at kg 45.47 required spacings in wooden frames of windows and clerestory windows.

14.43 Providing and fixing M.S.round or square bars with kg 41.54 M.S.flats at required spacings in wooden frames of windows and clerestory windows.

14.44.1K Providing joists (karries) including hoisting fixing in cum 68250.47 position and applying wood preservative on unexposed surface etc. complete with - Jack wood.

14.46.1 Providing and fixing bright finished brass single acting each 231.83 spring hinges with neccessary screws etc. complete - 150 mm.



14.47.1 Providing and fixing bright finished brass double acting each 349.65 spring hinges with necessary screws etc. complete - 150 mm.

14.47.2 Providing and fixing bright finished brass double acting each 248.66 spring hinges with necessary screws etc. complete - 125 mm. Mahe Page 222


14.47.3 Providing and fixing bright finished brass double acting each 204.81 spring hinges with necessary screws etc. complete - 100 mm.

14.48.1 Providing and fixing bright finished brass flush bolts each 123.23 with necessary screws etc. complete - 250 mm

14.48.2 Providing and fixing bright finished brass flush bolts each 77.41 with necessary screws etc. complete - 150 mm.

14.48.3 Providing and fixing bright finished brass flush bolts each 57.22 with necessary screws etc. complete - 100 mm.

14.49 Providing and fixing 30 cm long bright finished brass each 84.15 finger plate 65 x 1.5 mm including necessary screws etc. complete.

14.50 Providing and fixing bright finished brass furniture each 27.76 handles.

14.51 Providing and fixing 150 mm bright finished floor brass each 149.90 door stopper with rubber cushion, screws etc. to suit shutter thickness complete.

14.52.1 Providing and fixing bright finished brass hard drawn each 53.39 hooks and eyes - 300 mm.

14.52.2 providing and fixing bright finished brass hard drawn each 48.87 hooks and eyes:-250mm




14.53 Providing and fixing bright finished brass fan light each 41.16 pivot with necessary screws etc.complete.

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14 . Repairs To Buildings Code Description Unit Rate 14.54 Providing and fixing 300 mm long bright finished each 27.58 brass chain with hook for fan light including necessary screws etc.complete.

14.55 Providing and fixing bright finished brass quadrant each 79.20 stays 300 mm long with necessary screws etc.

14.56 Providing and fixing bright finished brass helical door each 229.07 spring (superior quality).

14.57.2 Providing and fixing chromium plated brass butt hinges each 80.59 with necessary screws etc.complete - 125 x 70 x 4 mm (ordinary type).

14.57.4 Providing and fixing chromium plated brass butt hinges each 70.40 with necessary screws etc.complete - 100 x 70 x 4 mm (ordinary type).

14.57.5 Providing and fixing chromium plated brass butt hinges each 68.16 with necessary screws etc.complete - 75 x 65 x 4 mm (heavy type).

14.57.6 Providing and fixing chromium plated brass butt hinges each 31.13 with necessary screws etc.complete - 75 x 40 x 2.5 mm (ordinary type)

14.57.7 Providing and fixing chromium plated brass butt hinges each 18.40 with necessary screws etc. complete - 50 x 40 x 2.5 mm (ordinary type)

14.58 Providing and fixing 85 x 42 mm chromium plated each 130.51 brass pull bolt lock with necessary screws, nuts, bolts and washers etc. complete.

14.59.1 Providing and fixing chromium plated brass door latch each 112.79 with necessary screws etc. complete - 300 x 16 x 5

14.59.2 Providing and fixing chromium plated brass door latch each 101.48 with screws etc. complete - 250 x 16 x 5 mm.

14.60 Providing and fixing chromium plated brass fan light each 32.63 pivot with necessary screws etc. complete.

14.61 Providing and fixing chromium plated brass fan light each 32.24 Mahe Page 224


catch with necessary screws etc. complete.

14.62 Providing and fixing 300 mm long chromium plated each 19.95 brass chain with hook for fan light including necessary screws etc.complete.

14.63 Providing and fixing chromium plated brass quadrant each 114.21 stays 300 mm long with necessary screws etc.

14.64.1 Providing and fixing chromium plated brass hasps and each 71.32 staples (safety type) with necessary screws etc. complete - 150 mm.



14.65.1 Providing and fixing on wallface S.C.I. rain water pipes metre 258.65 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 75mm diameter.

14.66.1 Providing, fixing and embedding cast iron (S&S) class metre 720.68 LA rain water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - 75mm diameter.

14.67.1 Providing and fixing M.S. holder bat clamps of each 81.00 approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc - 75mm

14.68.1.1 Providing and fixing on wall face C.I. accessories for each 182.13 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - C.I.. plain bend - Mahe Page 225


75mm diameter.

14.68.2.1 Providing and fixing on wall face C.I. accessories for each 197.76 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - C.I. head flat or corner type bend - 75 mm diameter.

14.68.3.1 Providing and fixing on wall face C.I. accessories for each 182.30 rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain shoes - 75mm


14.70.1.1 Providing, fixing and embedding sand cast iron each 93.13 accessories for rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 75mm diameter.


14.76.2 White washing with whiting to give an even shade - sqm 5.93 old work (two or more coats).

14.76.3 White washing with whiting to give an even shade - sqm 3.59 old work (one or more coats).

14.77.4 Colour washing such as green, blue or buff to give an sqm 7.50 even shade - old work (two or more coats) with

14.77.6 Colour washing such as green, blue or buff to give an sqm 4.46 even shade - old work (one or more coats) with

14.78 Removing white or colour wash by scrapping and sand Sqm 4.20 papering and preparing the surface smooth including Mahe Page 226


necessary repairs to scratches etc. complete.

14.80.3 Distembering with Oil bound washable distember of sqm 29.77 approved brand and manufacture to give an even shade - Old work ( One or more coats)

14.81.2 Finishing walls with water proofing cement paint of sqm 34.33 approved brand and manufacture and of required shade to give an even shade - old work (one or more coats).

14.82 Removing dry or oil bound distemper by scrapping sqm 5.47 sand paper and preparing the surface smooth including necessary repairs to scratches etc. complete.

14.83.3 Painting with ready mixed paint of approved brand and sqm 29.26 manufacture in all shades to give an even shade - old steel work (one or more coats).

14.83.4 Painting with ready mixed paint of approved brand and sqm 29.26 manufacture in all shades to give an even shade - old wood work (one or more coats).

14.84.2 Painting on G.S sheet with synthetic enamel paint of sqm 25.03 approved brand and manufacture of required colour to give an even shade - old work (one or more coats).



14.86.1 Painting (one or more coats) on rain water, soil, waste metre 5.22 and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on Mahe Page 227


old work - 50 mm diameter pipes.


14.87.1 Painting (two or more coats) on rain water, soil, waste metre 12.64 and vent pipes and fittings with aluminium paint of approved brand and manufacture and required colour over a priming coat of ready mixed chromate yellow primer on new work - 50 mm diameter pipes.

14.87.2 Painting (two or more coats) on rain water, soil, waste metre 17.55 and vent pipes and fittings with aluminium paint of approved brand and manufacture and required colour over a priming coat of ready mixed chromate yellow primer on new work - 75 mm diameter pipes.

14.88.1 Painting (one or more coats) on rain water, soil, waste metre 5.67 and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work - 50 mm diameter pipes.




14.89.2 Painting with oil type wood preservative of approved sqm 10.29 brand and manufacture - old work (one or more coats).

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14 . Repairs To Buildings Code Description Unit Rate 14.90 Coal tarring one coat on old work using 0.12 litre of sqm 11.96 coal sqm.

14.91.2 Wall painting with plastic emulsion paint of approved sqm 38.59 brand and manufacture to give an even shade. - one or more coats on old work

14.92.2 Painting with synthetic enamel paint of approved brand sqm 27.83 and manufacture to give an even shade. - one or more coats on old work

14.93.2 Painting with synthetic enamel paint of approved brand sqm 28.68 and manufacture of required colour to give an even shade. - one or more coats on old work in black or chocolate shade.

14.94.2 painting with aluminium paint of approved brand and sqm 27.24 manufacture to give an even shade. - one or more coats on old work.

14.95.2 Painting with acid proof paint of approved brand and sqm 30.25 manufacture of required colour to give an even shade - one or more coats on old work.

14.96.2 Painting with black anti-corrosive bitumastic paint of sqm 24.55 approved brand and manufacture to give an even shade - one or more coats on old work.

14.97.2 Floor painting with floor enamel paint of approved sqm 30.59 brand and manufacture od required colour to give an even shade - one or more coats on old work.

14.98.2 French spirit polishing - one or more coats on old sqm 50.53 14.99.2 Polishing on wood work with ready made wax polish sqm 25.32 of approved brand and manufacture on - old work.

14.101 Painting (one or more coats) with black Japan paint of sqm 26.32 approved brand and manufacture to give an even shade.

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15 . Dismantling And Demolshing Code Description Unit Rate

15.1 Demolishing lime concrete and disposal of material cum 173.89 within 50 metres lead.

15.2.1 Demolishing cement concerte including disposal of cum 507.76 material within 50 metres lead.-1:3:6 or richer mix.

15.2.2 Demolishing cement concrete including disposal of cum 310.82 material within 50 metres lead; - 1:4:8 or leaner mix.

15.3 Demolishing R.C.C work including stacking of steel cum 748.18 bars and disposal of unserviceable material within 50 metres lead.

15.4 Demolishing R.B. work including stacking of steel bars cum 662.91 and disposal of unserviceable material within 50 metres lead.

15.5 Extra for cutting reinforcement bars in R.C.C or R.B. sqm 256.57 work (Payment shall be made on the cross sectional area of R.C.C or R.B. work).

15.6 Extra for scrapping,cleaning and staightening kg 2.03 reinforcement from R.C.C or R.B work.

15.7.1 Demolishing brick work including stacking of cum 143.25 serviceable material and disposal of unserviceable material within 50 metres lead;-in mud mortar.

15.7.2 Demolising brick work including stacking of cum 372.39 serviceable material and disposal of unserviceable material within 50 metres lead;_in lime mortar with old

15.7.3 Demolishing brick work including stacking of cum 174.67 serviceable material and disposal of unserviceable material within 50 metres lead;_in lime mortar.

15.7.4 Demolishing brick work including stacking of cum 422.50 serviceable material and disposal of unserviceable material within 50 metres lead;-in cement mortar.

15.8.1 Removing mortar from bricks and cleaning bricks cum 967.11 including stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in

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mud mortar. 15.8.3 Removing mortar from bricks and cleaning bricks cum 1127.88 including stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in lime mortar.

15.8.4 Removing mortar from bricks and cleaning bricks cum 1417.70 including stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in cement mortar.

15.9.1 Demolishing stone rubble masonry including stacking cum 238.10 of serviceable material and disposal of unserviceable material within 50 metres lead- in lime mortar.

15.9.2 Demolishing stone rubble masonry including stacking cum 504.93 of serviceable material and disposal of unserviceable material within 50 metres lead- in cement mortar.

15.10.1 Dismantling dressed stone work ashlar face stone cum 301.38 work,marble work or precast concrete work including stacking of serviceable and disposal of unserviceaable material within 50 metres lead-in lime mortar.

15.10.2 Dismantling dressed stone work ashlar face stone work, cum 591.33 marble work of precast concrete work including stacking of serviceable and disposal of unserviceable material within 50 metres lead-in cement mortar.

15.11.1 Removing mortar from stones and cleaning stones and cum 98.78 concrete articles (net quantity of stacks of cleaned materials will be measured)-in lime mortar.

15.11.2 Removing mortar from stone and cleaning stones and cum 144.11 concrete articles (net quantity of stacks of cleaned materials will be measured)- in cement mortar.

15.12.1 Dismantling doors,windows and clerestory windows each 80.75 (steel or wood) shutter including chowkhats,architrave,holdfasts etc.complete and stacking within 5o metres lead- of area 3 sq.metres and below.

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15 . Dismantling And Demolshing Code Description Unit Rate 15.12.2 Dismantling doors windows and clerestory windows each 110.85 (steel or wood) shutters including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metres lead-of area beyond 3 sqm.

15.13.1 Taking out doors,windows and clerestory window each 31.45 shutters (steel or wood) including stacking within 50 metres lead-of area 3 sqm. and below

15.13.2 Taking out doors,windows and clerestory window each 41.55 shutters (steel or wood) including stacking within 50 metres lead-of area beyond 3 sqm.

15.14.1 Dismantling wood work in frames, trusses,purlins and cum 980.34 rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead-of sectional area 40 sq.cm and above.

15.14.2 Dismantling wood work in frames, trusses, purlins and metre 3.92 rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead-of sectional area below 40 sq.cm

15.15.1 Extra for dismantling trusses, rafters,purlins etc. of cum/m 134.27 wood work for every additional span of one metre or part thereof beyond 10 metres-of sectional area 40 sq.cm and above.

15.15.2 Extra for dismantling trusses,rafters, purlins etc. of m/m 0.38 wood work for every additional span of one metre or part thereof beyond 10 metres-of sectional area below 40 sq.cm.

15.16.1 Extra for dismantling trusses, rafters,purlins etc. of cum/m 192.05 wood work for every additional height of one metre or part thereof beyond 5 metres-of sectional area 40 sq.cm and above.

15.16.2 Extra for dismantling trusses, rafters, purlins etc.of m/m 0.75 wood work for every additional height of one metre or part thereof beyond 5 metres-of sectional area below 40 sq.cm.

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15 . Dismantling And Demolshing Code Description Unit Rate 15.17.1 Dismantling steel work in single sections including kg 0.76 dismembering and stacking within 50metres lead in - R.S.joists.

15.17.2 Dismantling steel work in single sections including kg 0.51 dismembering and stacking within 50 metres lead in- Channels,angles, tees and flats.

15.18 Dismantling steel work in built up sections in angles, kg 1.25 tees,flats and channels including all gusset plates, bolts, nuts, cutting rivets,welding etc.including dismembering and stacking within 50 metres lead.

15.19 Dismantling steel work in built up sections without kg 0.85 dismembering and stacking with in 50 metres lead.

15.20 Extra for dismantling trusses, rafters,purlinsetc of steel kg/m 0.19 work for every additional span of one metre or part thereof beyond 10 metres.

15.21 Extra for dismantling trusses, rafters, purlins etc of steel kg/m 0.19 work for every additional height of one metre or part thereof beyond 5 metres.

15.22 Extra for marking structural steel work required to be kg 0.97 re-erected.

15.23.1 Dismantling tile work in floors and roofs laid in cement sqm 15.60 mortar including stacking material within 50 metres lead:-for thickness of tiles 10mm to 25mm.

15.23.2 Dismantling tilework in floors and roofs laid in cement sqm 24.43 mortar including stacking material within 50 metres lead:-for thickness of tiles above 25mm upto 40mm.

15.24 Demolishing dry brick pitching in floors,drains etc. cum 261.21 including stacking serviceable material and disposal of unserviceable material within 50 metres lead.

15.25 Dismantling stone slab flooring laid in cement mortar sqm 55.79 including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

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15 . Dismantling And Demolshing Code Description Unit Rate 15.26 Demolishing brick tile covering in terracing including sqm 22.66 stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.27 Demolishing mud phaska in terracing and disposal of cum 182.53 material within 50 metres lead.

15.28.1 Dismantling roofing including ridges,hips valleys and sqm 36.12 gutters etc. and stacking the material within 50 metres lead of-G.S.sheet.

15.28.2 Dismantling roofing including ridges, hips, valleys and sqm 16.99 gutters etc.and stacking the material within 50 metres lead of- Asbestos sheet.

15.29 Dismantling stone slab roofing over wooden karries or cum 556.74 r.c.c battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.30 Dismantling jack arch roofing and floors including Sqm 51.95 stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.31 Dismantling tiled roofing with battens boarding etc. sqm 44.68 complete including stacking of serviceable and disposal of unserviceable material within 50 metres lead.

15.32 Demolishing thatch roofing including mats, bamboo, sqm 12.43 jaffari etc.complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.33 Dismantling wooden ballies in posts and struts metre 4.28 including stacking within 50 metres lead.

15.34.1 Dismantling and stacking within 50 metres lead, each 54.79 fencing posts or struts including all earth work and dismantling of concrete etc.in base of:-'T' or 'L' iron or

15.34.2 Dismantling and stacking within 50 metres lead, each 61.84 fencing posts or struts including all earth work and dismantling of concrete etc.in base of:-R.C.C Mahe Page 234


15.36 Dismantling barbed wire or flexible wire rope in fencing kg 7.92 including making rolls and stacking within 50 metres lead.

15.37 Dismantling wooden trellis work excluding frames but sqm 13.55 including stacking the serviceable material within 50 metres lead.

15.38 Dismantling expanded metal or I.R.C. fabrics with sqm 16.07 necessary battens and beading including stacking the serviceable material within 50 metres lead.

15.39.1 Dismantling wooden boardings in lining of walls and sqm 13.01 partitions, excluding supporting members but including stacking within 50 metres lead:- upto 10mm thick.

15.39.2 Dismantling wooden boardings in lining of walls and sqm 16.60 partitions, excluding supporting members but including stacking within 50 metres lead:- Thickness above 10mm upto 25mm.

15.39.3 Dismantling wooden boardings in lining of walls and sqm 19.49 partitions, excluding supporting members but including stacking within 50 metres lead:-Thickness above 25mm upto 40mm.

15.40.1 Dismantling precast concrete or stone slabs in sqm 61.67 walls,partition walls etc. including stacking within 50 metres lead:- thickness upto 40mm.

15.40.2 Dismantling precast concrete or stone slabs in sqm 92.37 walls,partition walls etc.including stacking within 50 metres lead:-Thickness above 40mm upto 75mm.

15.41 Dismantling cement asbestos,celotax or other hard sqm 12.50 board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.

15.42.1 Dismantling C.I. or asbestos rain water pipe with metre 15.46 fittings and clamps including stacking the material within 50 metres lead:-75 to 80mm dia pipe. Mahe Page 235


15.42.2 Dismantling C.I.or asbestos rain water pipe with metre 15.93 fittings and clamps including stacking the material within 50 metres lead: 100mm dia pipe.

15.42.3 Dismantling C.I. or asbestos rain water pipe with metre 16.40 fittings and clamps including stacking the material within 50 metres lead:- 150mm dia pipe.

15.43.1 Dismantling including stacking of serviceable material sqm 46.24 and disposal of unserviceable material within 50 metres lead:-water bound macadam road.

15.43.2 Dismantling including stacking of serviceable material sqm 90.20 and disposal of unserviceable material within 50 metres lead: -Bituminous road.

15.44.1 Dismantling G.I.pipes (external work) including metre 32.25 excavation and refilling trenches after taking out the pipes, including stacking of pipes within 50 metres lead;-15mm to 40mm nominal bore.

15.44.2 Dismantling G.I.pipes (external work) including metre 36.35 excavation and refilling trenches after taking out the pipes,including stacking of pipes within 50 metres lead:-above 40mm nominal bore.

15.45.1 Dismantling C.I.pipes including excavation and metre 84.65 refilling trenches after taking out the pipes, breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead: upto 150mm diametre.

15.45.2 Dismantling C.I.pipes including excavation and metre 113.17 refilling trenches after taking out the pipes,breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead:-above 150mm dia upto 300mm dia.

15.45.3 Dismantling C.I.pipes including excavation and metre 148.86 refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within Mahe Page 236


50 metre lead:-above 300mm diametre.

15.46.1 Dismantling steel cylinder R.C. pipes including metre 148.86 excavation and refilling trenches after taking out the pipes,breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead:-upto 600mm diametre.

15.46.2 Dismantling steel cylinder R.C.pipes including metre 369.72 excavation and refilling trenches after taking out the pipes,breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes, lead at site within 50 metres lead:-above 600mm diametre.

15.47.1 Dismantling asbestos cement pressure pipes including metre 67.49 excavation and refilling trenches after taking out the pipes and stacking the pipes within 50 metres lead:-upto 150mm diameter.

15.47.2 Dismantling asbestos cement pressure pipes including metre 81.46 excavation and refilling trenches after taking out the pipes and stacking the pipes wihtin 50 metres lead:-above 150mm diameter.

15.48 Taking out C.I. cover with frame from R.C.C. top slab each 150.16 of manholes of various sizes including demolishing of R.C.C work and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead.

15.49 Taking out C.I.cover with frame from R.C.C. top slab each 88.09 of inspection chambers of various sizes including demolishing of R.C.C work and stacking of useful materials near the site and disposal of unserviceable materials into muncipal dumps within 50 metres lead.

15.50 Dismantling of R.C.C spun vent shaft including each 1010.74 excavating the cement concrete pit completely,taking out the shaft,refilling the excavated gap,stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.

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15 . Dismantling And Demolshing Code Description Unit Rate 15.51 Dismantling of road gully chamber of various sizes each 200.95 including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated gap.

15.52 Dismantling of flushing cistern of any size including each 197.26 stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

15.53.1 Dismantling of C.I.sluice valve including stacking of each 71.08 useful materials within a lead of 50 metres:-upto 150mm diametre.

15.53.2 Dismantling of C.I.sluice valve including stacking of each 252.12 useful materils within 50 metres lead:-above 150mm diameter.

15.54 Dismantling of spindle fire hydrant including stacking each 152.05 of useful materials within 50 metres lead.

15.55.1 Dismantling of cement concrete platform alongwith each 227.18 curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-120x120cm (outside to outside)

15.55.2 Dismantling of cement concrete platform alongwith each 348.97 curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-210x120cm (outside to outside).

15.55.3 Dismantling of cement concrete platform alongwith each 493.57 curtain walls and base concrete etc.including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-320x120cm (outside to outside).

15.56 Dismantling old plaster or skirting raking out joints sqm 11.35 and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

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15 . Dismantling And Demolshing Code Description Unit Rate 15.57 Dismantling aluminium/gypsum sqm 12.51 partitions,doors,windows ,fixed glazing and false ceiling including disposal of unserviceable surplus materials and stacking of serviceable material within 50 metres lead as directed by Engineer-in-charge.

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16 . Miscellaneous Building Works Code Description Unit Rate

16.1 Making plinth protection 50mm thick of cement sqm 275.06 concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

16.2.1 Making plinth protection with bricks of class sqm 536.13 designation 35 laid on edge in cement mortar 1:6 ( 1 cement : 6 coarse sand) with 12mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand) over 75mm bed of dry brick aggregate 40mm nominal size rammed, consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1:3 (1 cement : 3

16.3 Providing and fixing precast reinforced cement concrete each 773.48 urinal partition 105x60cm deep and 56mm thick in cement concrete mix 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6mm nominal size) reinforced with mild steel bars 6mm dia at 15cm centre to centre both ways fixed in walls with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) including finishing with 12mm plastering with terrazo finish rubbed and polished complete, under layer 6mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and top layer 6mm thick white, black or white and black marble chips of 3mm and down size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume. 16.4B Providing and fixing both side polished cuddapah slab sqm 531.41 25mm thick for urinal partition including, fixing with c.c. 1:2:4, rubbing and polishing etc. complete.

16.4A.1 Providing and fixing stone slab table rubbed and sqm 1343.46 polished of size 105 * 60cm deep and 2.5cm thick fixed in urinal partition with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 6mm nominal size) and finished. -Raj Nagar Marble stone.

16.4A.2 Providing and fixing stone slab table rubbed and sqm 2561.76 polished of size 105 * 60cm deep and 2.5cm thick fixed Mahe Page 240


in urinal partition with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 6mm nominal size) and finished. -Granite Stone of approved shade.

16.14.1 Providing and fixing aluminium strip edging to metre 167.55 staircase including fixing with rawl plugs and screws with a thin layer of cement mortar 1:3 ( 1 cement : 3 coarse sand) - Size of strip edging 57 * 12 * 3mm

16.14.2 Providing and fixing aluminium strip edging to metre 138.09 staircase including fixing with rawl plugs and screws with a thin layer of cement mortar 1:3 ( 1 cement : 3 coarse sand) - Size of strip edging 38 * 12 * 3mm

16.15 Brick edging 7cm wide 11.4cm deep to plinth metre 22.85 protection with bricks of class designation 35 including grouting with cement mortar 1:4 (1 cement : 4 fine

16.24 Providing and fixing factory made PVC door frame metre 245.95 manufactured by M/s. Rajshri or equivalent of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 guage, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge.

16.25 Providing and fixing 30mm thick factory made PVC sqm 1753.00 rigid foam panelled door shutters manufactured by M/s. Rajshri or equivalent made from M.S. tube of 19 gauge thickness, size 19x19mm for styles and 15x15mm for top and bottom fails, covered with heat moulded PVC "C" channel of 5mm thick sheet and 30x50mm wide to to form styles and 5mm thick and 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm PVC sheet Mahe Page 241


beading on either side and joined together with solvent cement adhesive etc., complete as per manufacturerrs specification and direction of Engineer-in-Charge fixed to frames with 4 Nos. M.S. powder coated butt hinges (For W.C. and bathroom shutters)

16.26 Providing and fixing 30mm thick factory made PVC sqm 2181.15 rigid foam panelled door shutters manufactured by M/s. Rajshri or equivalent made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top and bottom rails, covered with heat moulded prelaminated PVC "C" channel of 5mm thick sheet and 30x50mm wide to form styles and 5mm thick and 75mm wide prelaminated PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet prelaminated on both sides fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm prelaminated PVC sheet beading on either side and joined together with solvent cement adhesive etc. complete as per manufacturers specification and direction of Engineer-in-Charge fixed to frames with 4 Nos. M.S. powder coated butt hinges (For internal shutters) 16.27 Providing and fixing PVC rigid foam sheet 1mm thick sqm 316.25 manufactured by M/s. Rajshri or equivalent on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive (Fevicol SR 998 or

16.28 Providing and fixing prelaminated PVC rigid foam sqm 820.90 sheet manufactured by M/s. Rajshri or equivalent wall panelling of thickness 5mm stuck on inner frame work of 35mm wide strips of 5mm thick PVC rigid foam sheet. The strips should have in their centre a groove of 6mm width and 2mm depth for sinking the head of the screw used to fix the strips to the wall and should be placed vertically at equal intervals of 405/407mm centre to centre. The PVC strips to be fixed to the wall using 65mm long M.S. screws through the groove in the stip by using PVC fasteners, the distance between two screws shall not be more than 300mm. A groove of 2mm to be left at the joint of two panels for aesthetic Mahe Page 242


look

16.30 Providing and fixing of 25mm dia. PVC pipe of 1.5mm metre 17.34 thickness (alvaplast or equivalent) including nails and making good the walls etc. complete.

16.31 Providing and fixing of 19mm dia. PVC pipe of 1.5mm metre 14.57 thickness (alvaplast or equivalent) including nails and making good the walls etc. complete.

16.32 Providing and fixing of pvc deep junction box 1 way, 2 each 10.31 way, 3 way and 4 way with required screws etc. complete. 25mm dia.

16.33 Providing and fixing of PVC deep junction box 1 way, each 9.19 2 way, 3 way and 4 way with required screws etc. complete. 19mm dia.

16.34 Providing and fixing of pvc bend of mercury or each 6.39 equivalent 25mm dia.

16.35 Providing and fixing of PVC bend of mercury or each 4.70 equivalent 19mm dia.

16.38 Providing and fixing gi pipe handrail with 40mm GI metre 601.48 pipe supported on 25x6mm MS flat welded with 20mm square ms bars at 60cm centre to centre to a total height of 90cm from the finished floor level and welded with 20 mm square ms bars horizantally at mid height of handrail. the entire assembly shall be fixed in the concrete or brick work as directed. the cost shall also include welding, painting ms bars, flats with two coats of ready mixed paint over one coat of ready mixed

16.38A Supply, delivery and fixing of GI handrail consisting of metre 873.43 40mm dia GI pipe post class B and 32mm dia class B GI pipe horizontal with 6mm thick MS plate at the base and fixing in concrete with 16mm dia J bolt etc. complete as per departmental drawings including cost and conveyance of all materials, fabrication charges, labour charges etc. complete.

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16 . Miscellaneous Building Works Code Description Unit Rate 16.39 Providing and fixing polished cuddapah slab 25 mm sqm 288.16 thick including fixing with cement mortar 1:3 rubbing and polishing etc. complete.

16.58 Providing, supplying and fixing of netlon mesh on the sqm 258.09 existing aluminium windows/ventilaors by using 25mm width anodized aluminium strip. the rate includes all labour and materials.

16.59 Providing and fixing of M.S rungs of 25cm wide of each 151.47 required shape using 16mm dia. M.S rods at required spacing fixing in cement concrete block of size 65x23x15cm in C.C 1:2:4( 1 cement :2 sand : 4 HBG 20mm metal) including painting with required ready mixed paint (two or more coats) over one coat of primer of approved quality all as directed by the Engineer in charge.

16.61 Providing and fixing G.I. pipe hand railing 10 cm high metre 372.08 from the finished fin top level using 50 mm dia G.I. pipe (class 'B') welded with 20 mm dia M.S. square rods which will be embeded in the cement concrete. the hand rail will be provided with 50 mm dia g.i pipe railing all as per approved drawing.

16.63 Providing wall black board with cement mortor 1:3 (1 sqm 282.81 cement : 3 sand) finishing with a floating coat of neat cement and charcoal powder mixed in the proportion 1:2 (1 cement :2 charcoal powder) and applying one coat of black board paint including 20 mm thick cement plaster band 50 mm wide in cement mortar 1:3 (1 cement :3 sand).

16.64 Providing and fixing pinup board of size 1.2x1.5 m sqm 1044.03 made up of soft wood and covered with velvet cloth of required colour fixed with aluminium beading. the rate includes cost of materials labours, nails and clips etc. complete.

16.65 Providing and fixing glazed black board of required size sqm 1966.75 using 5.5 mm thick plain glass sheet front face finely ground and fixed in teak wood frames of cross section 100 x 40 mm size made to the specified shape alround fixed with 3 mm wooden fillets and stiffened at the rear Mahe Page 244


side with teak wood reepers of size 45 x 18 mm along the height of board at the specified spacing at 45 cm c/c approximately and fixing in portion in the wall face with teak wood plugs and screws at an interval of 90 cm approximately alround the frame including the cost of plugs screws etc. the rate shall also include painting the smooth face of glass (rear face of the glass board) and rear face of frame polishing the frame (front face) roughing the front face of glass black board etc. complete. ( black board shall be measured internally for the purpose of payment).

16.66 Providing and fixing hand rail of size 150 x 60 mm first metre 1073.84 class teak wood supported on 35 x 6 mm M.S flat and welded with 20 mm square M.S rods at 30 cm c/c to a total height of 90 cm from the finished floor level including fixing the ends in the concrete pointing and paintingthe steel work and polishing the teak wood etc. completee as per approved drawings.

16.67 Providing and fixing hand rail of size 150 x 60 mm first metre 1421.26 class teak wood supported on 25 x 6 mm flat and welded with 20 mm square M.S rods at 20 cm c/c to a total height of 90 cm from the finished floor level and fixing of 200 x 20 mm teak wood guard rail to m.s square bar including fixing the ends in the concrete and powder coating the steel work and polishing the teak wood etc. complete as per approved drawing.

16.69 Providing and fixing hand rail of size 150 x 60 mm first metre 927.63 class teak wood supported on 35 x 6 mm M.S flat and welded with 20 mm square M.S rods at 30 cm c/c to a total height of 30 cm from the top of stair parapet including fixing the ends in the concrete pointing and paintingthe steel work and polishing the teak wood etc. completee as per approved drawings.

16.81 Supplying at site 1.8m long R.C.C standard posts with each 380.74 wooden plugs or 6mm bar nibs. - RCC 1:2:4 (one cement, two sand and four graded stone aggregate of 20mm nominal size)

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16 . Miscellaneous Building Works Code Description Unit Rate 16.82 Supplying at site R.C.C standard struts 2m long - each 302.06 RCC 1:2:4 (one cement, two sand and four graded stone aggregate of 20mm nominal size)

16.83 Supplying and fixing turn buckles & straining bolts for set 68.45 barbed wire fencing.

16.84 1.2 m high fencing with 1.8 m R.C.C posts of standard metre 57.87 design placed every 3 m apart embeded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only. Provided with nine horizontal lines and two diagonals of barbed wire 9.38kg/100m (mimi) between the two posts fitted and fixed with G.I staples on wooden plugs or G.I binding wire tied to 6mm bar nibs fixed while casting the post (Cost of R.C.C post, struts, Earth work and concrete to be paid for seperately)- with GI barbed wire.

16.85 1.2m high fencing with 1.8m angle iron 40x40x6mm metre 59.62 posts placed every 3m centre to centre embeded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and two diagonal interwoven with horizontal lines of barbed wire 9.38kg/100m (minimum) between the two posts fitted & fixed with G.I.staples, turn buckles etc., complete (cost of posts,struts,earthwork and concrete work to be paid seperately) - with G.I.barbed wire. 16.86 1.8m high fencing with 2.4m angle iron 50x50x6mm metre 77.09 posts placed every 3m centre to centre embedded in cement concrete block, every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires of barbed wire 9.38kg/100m (minimum) between the two posts and fixed with G.I.staples, turn buckles etc., complete.(Cost of posts,struts, earthwork and concrete to be paid for seperately) - with G.I. barbed wire.

16.87 Supplying at site angle iron post & stut of required size kg 44.11 including bottom to be split and bend at right angle in Mahe Page 246


opposite direction for 10cm length and drilling holes upto 10mm dia etc.,complete.,

16.88 1.2m high welded steel wire fabric fencing with 1.8m metre 18.98 posts of specified material and of standard design placed at every 3m apart embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1 cement, 5 fine sand, 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric 0.9m wide rectangular mesh 75x25mm size weighing not less than 7.75kg/sqm fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6mm bar nibs with G.I.binding wire(cost of posts,welded steel wire fabric, painting, earthwork in excavation and concrete to be paid for seperately) 16.89 Providing wall black board with cement mortar 1:3 (1 sqm 302.56 cement : 3 sand) finishing with a floating coat of neat cement and black pigment mixed in the proportion 1:2 ( one cement : two black pigment) and applying one coat of black board paint including 20mm thick cement plaster band 50mm wide in cement mortar 1:3 (1 cement : 3 sand)

16.90 Polishing the existing mosaic floor with power polisher sqm 81.32 to a high degree of polish as to be perfectly smooth as directed by the engineer - in -charge.

16.91 Supplying at site welded steel wire fabric of required sqm 246.86 width rectangular mesh 75x25mm size weight not less than 7.75kg/sqm painted with two or more coats of enamel paint of approved shade over a coat of primer(Painting to be paid for seperately)

16.92 Supplying and laying factory moulded M20 grade sqm 507.76 Unigranular segmental internal locking paver block of specific colour and design of size 227x124x65mm manufactured using automatic block costing machine, automatic block handling system cured in controlled causing chamber.The blocks to have a compressive Mahe Page 247


strength not less than 265kg/sq.cm laid over a bed of 50mm thick coarse sand compacted properly with vibrator placing each block firmly fixed with neighboring block in an approved pattern including applying vibrator to the paver block and sand bed with suitable vibrator and vibrating dry sand into the joints till the sand fill the joints.The rate includes all cost for paver block, sand , loading and unloading from separation, vibrating the bed sand and paver blocks to the required degree into a proper camber and gradient as directed by the engineer - in - charge.

16.93 Providing and laying ready mix concrete M35 grade cum 5405.96 concrete for RCC pavement with a minimum cement content 428 kg / cum of concrete using 43 grade cement and 20mm and down size granite / basalt / trap jelly cement concrete shall be laid in bays width not exceeding 4.50 metre , and providing expansion joints, longitudinal joints and elastic joints and providing separation membarane shall be impermeable plastic sheeting 125 micron thick laid flat without creases between concrete slab and subgrade, as per design and drawing and finishing the surface as specified below, laid concrete shall be leveled and compacted by using pin vibrator first and then by surface vibrator 5m length and vaccum dewatering with vaccum pump and suction mat and further compacted by skim floater clubbed with floating disc and then spreading a floor hardener of non metallic nature confirming to IS specification @ 2.50 kg / sqm to improve the hardness of surface and finally the surface is finished with power trowelling complete with all lead and lifts etc.complete (including the cost of all materials but exclusive of cost of steel and fabrication charges) work should be carried out as per design and drawing and instruction of Engineer - in - charge.

16.94 Supplying fixing and commissioning of Suguna or each 3141.91 other equivalent 0.5HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

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16 . Miscellaneous Building Works Code Description Unit Rate 16.95 Supplying fixing and commissioning of Suguna or each 4039.60 other equivalent 1HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

16.96 Supplying fixing and commissioning of Suguna or each 9257.41 other equivalent 2HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

16.97 Providing and fixing PVC false roofing with the sqm 876.37 existing PVC cabin using sintex PVC section of size 6mm x 250mm, having interlocking facilities supported in the PVC extruded multi chamber frame section of size 40 x 48mm,with necessary MS / Stainless steel screws. The rate includes the cost of sintex PVC section, labour charges for fixing, transport etc.,

16.98 Providing and fixing 20mm thick PVC shutter for sqm 2160.07 doors, windows, cup board etc., made of rigid PVC extruded multi chamber section of size 20mm x 200mm, and outer edges of shutter framed with PVC channel section of size 24mm x 59mm, having interlocking facilities. The door frame of extruded PVC section size 40 x 48mm, having a maximum wall thickness of 2.80mm +/- 0.3mm. The corners and joints shall be mitrecut and welded. The rate shall include the cost of necessary hinges, handles and locking facilities wherever necessary.

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17 . OHT(Works) Code Description Unit Rate

17.1.1 Providing two legged scaffolding using 15cm diameter Rmt 234.48 blue - gum posts or casurina posts or best quality bamboo posts of 4m over all length (3.0m height + 0.5m projection + 0.5m into the ground) the distance between the two rows being 1.25m and the spacing of posts with 0.5m overlap on either side and braces at 2m c / c including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40mm thick and 1m width etc. in a complete form using coir and nails 1m run (Rate of scaffolding for a height of 3m and length of 1m)

17.1.2 Extra for providing two legged scaffolding for every Rmt 209.31 additional height of 2.5m (Rate for scaffolding for a height of 3m and length of 1m)

17.2.1 Centering and shuttering including strutting, propping sqm 469.52 for 3m height and removal of form for floor slabs, roof slabs, landings, balconies and access platforms.

17.2.2 Centering and shuttering including strutting , propping sqm 469.52 etc,and removal of form for foundations, footings, bases of columns etc.

17.2.3 Centering and shuttering including strutting, propping sqm 514.13 etc.and removal of form for walls (any thickness) including attached pillastering, buttresses , plinth and stringcourses etc.,

17.2.4 Centering and shuttering including strutting, propping sqm 469.52 etc. and removal of form for lintels, beams, girders, bracers, brussummers and cantilevers etc.

17.2.5 Centering and shuttering including strutting , propping sqm 558.73 etc. and removal of form for columns, pillars , piers, abutments, posts and struts.

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19 . Sanitary Installations Code Description Unit Rate

19.1.1 Providing and fixing white vitreous china water closet each 2235.67 squatting pan (Indian type W.C.pan) with 100mm sand cast iron P or S trap, 10 litre low level PVC flushing cistern (of approved make) with fittings, C.I/M.S. brackets, 32mm diameter flush pipe with fittings and clamps, overflow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Long pan pattern W.C. pan of size 580mm with flush pipe & overflow arrangement.

19.1.2 Providing and fixing white vitreous china water closet each 2631.77 squatting pan (indian type w.c. pan) with 100mm sand cast iron `p' or `s' trap, 10 litres low level pvc flushing cistern (of approved make) with fittings, C.I/M.S. brackets, 32mm diameter flush pipe with fittings and clamps, over flow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Orissa pattern w.c. pan of size 580x440mm with integral type foot rests flush pipe and overflow arrangement. 19.2.2 Providing and fixing white vitreous china pedestal type each 2837.85 water closet (european type w.c. pan) with seat and lid, c.p. brass hinges and rubber buffers, 10 litre low level p.v.c flushing cistern with fittings, C.I./M.S. brackets 40 mm diameter flush bend with fittings and clamps, overflow arrangements with specials and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with white solid plastic seat and lid.

19.2.3 Providing and fixing white vitreous china pedestal type each 2809.80 water closet (european type w.c. pan) with seat and lid, c.p. brass hinges and rubber buffers, 10 litre low level p.v.c flushing cistern with fittings, C.I./M.S. brackets 40 mm diameter flush bend with fittings and clamps, overflow arrangements with specials and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and

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making good the walls and floors wherever required - W.C. pan with black solid plastic seat and lid.

19.3.2 Providing and fixing white vitreous china pedestal type each 8788.43 water closet (European type) with seat and lid, with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fittings & C.I/M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.

19.3.3 Providing and fixing white vitreous china pedestal type each 8760.38 water closet (European type) with seat and lid with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fittings & C.I./M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with black solid plastic seat and lid, with white vitreous china flushing cistern and C.P. flush bend.

19.4.1 Providing and fixing white vitreous china flat back or each 2151.55 wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of GI flush pipe and c.p. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin with 5 litre P.V.C. automatic flushing cistern.

19.4.2 Providing and fixing white vitreous china flat back or each 3343.54 wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, Mahe Page 252


including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of two urinal basins with 7.5 litre P.V.C. automatic flushing cistern.

19.4.3 Providing and fixing white vitreous china flat back or each 4348.48 wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of three urinal basins with 7.5 litre P.V.C. automatic flushing cistern.

19.4.4 Providing and fixing white vitreous china flat back or each 5926.62 wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of four urinal basins with 10 litre P.V.C. automatic flushing cistern.

19.5.1 Providing and fixing white vitreous china flat black or each 4131.61 half stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - single half stall urinal with 5 liter P.V.C. automatic flushing cistern. 19.5.2 Providing and fixing white vitreous china flat black or each 6685.09 half stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) Mahe Page 253


with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of two half stall urinals with 7.5 litre P.V.C. automatic flushing cistern. 19.5.3 Providing and fixing white vitreous china flat black or each 8784.64 half stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 19.5.4 Providing and fixing white vitreous china flat black or No 10559.20 half stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size c.p. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. 19.6.1 providing and fixing one piece construction white each 2995.74 vitreous china squatting plate with an integral longitudinal flushing pie, automatic flushing cistern with fittings, CI / MS brackets, standard size GI flush pipe for back and front flush with standard spreader pipes with fittings, GI clamps and in CP brass coupling complete including painting of fittings and brackets, cutting and making good the walls and floors etc. wherever required - Single squatting plate with 5 litres P.V.C. automatic flushing cistern.

19.7.1 Providing and fixing white vitreous china wash basin each 1538.07 with C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making Mahe Page 254


good the walls wherever required - Flat back wash basin size 630x450mm with a pair of 15mm C.P.brass pillar taps.

19.7.2 Providing and fixing white vitreous china wash basin each 1375.48 with C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 630x450mm with a single 15mm C.P.brass pillar taps.

19.7.3 Providing and fixing white vitreous china wash basin each 1376.49 with C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 550x400mm with a pair of 15mm C.P.brass pillar taps.

19.7.4 Providing and fixing white vitreous china wash basin each 1213.89 with C.I./M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - flat back wash basin size 550x400mm with single 15mm c.p. brass

19.7.10 Providing and fixing white vitreous china wash basin each 2120.44 with C.I./M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Surgeon type wash basin of size 660 x 460 mm with a pair of 15 mm C.P. brass pillar taps, with elbow operated levers.

19.7.11 Providing and fixing white vitreous china wash basin each 1811.97 with C.I./M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Surgeon type wash basin of size 660 x 460 mm with single of 15 mm C.P. brass pillar taps, with elbow operated levers.

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19.8.2 Add for providing 32mm dia C.P. brass trap. each 93.62 19.8.3 Add for providing 32mm dia C.P. brass union. each 67.80 19.9 Providing and fixing white vitreous china pedestal for each 712.85 wash basin complete recessed at the back for the reception of pipes and fittings.

19.10A.1.1 Providing and fixing stainless steel kitchen sink as per each 2616.05 IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 510 x 1040 mm bowl depth

19.10A.1.2 Providing and fixing stainless steel kitchen sink as per each 1830.57 IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 400 x 915 mm bowl depth

19.10A.1.3 Providing and fixing stainless steel kitchen sink as per each 2503.84 IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 500 x 1000mm bowl depth

19.10.2 Provided and fixing kitchen sink with C.I. brackets, each 2093.16 C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required - White glazed fire clay kitchen sink size 600x450x250 mm.

19.10A.2.1 Providing and fixing stainless steel kitchen sink as per each 1682.15 IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 610 x 510 mm bowl depth 200mm.

19.10A.2.2 Providing and fixing stainless steel kitchen sink as per each 1609.20 IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 535 x 460 mm bowl depth 178mm. Mahe Page 256


19.10A.2.3 Providing and fixing stainless steel kitchen sink as per each 1462.21 IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 510 x 432 mm bowl depth 172mm.

19.11.1 Providing and fixing white vitreous china laboratory each 1510.80 sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P. brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required - size

19.11.2 Providing and fixing white vitreous china laboratory each 2554.36 sink with C.I. brackets, C.P. brass chain with rubber plug 40 mm C.P. brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required - size

19.12B.1 Providing and fixing draining board with C.I./M.S. each 775.27 brackets including painting of brackets, cutting and making good the walls wherever required - white glazed fire clay draining board of size 600x450x25mm.

19.12B.2 Providing and fixing draining board with C.I./M.S. each 681.01 brackets including painting of brackets, cutting and making good the walls wherever required. marble stone draining board of size 600x450x25mm.

19.14.1 Providing and fixing white vitreous china water closet each 625.49 squatting pan (Indian type) - Long pattern W.C. pan of size 580mm.

19.14A.1 Extra for using coloured W.C. pan instead of white each 406.20 W.C. pan orissa pattern W.C. pan 580 x 440 mm.

19.14.2 Providing and fixing white vitreous china water closet each 1021.59 squatting pan (Indian type) - Orissa pattern W.C. pan of size 580 x 440mm

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19 . Sanitary Installations Code Description Unit Rate 19.15 Providing and fixing white vitreous china pedestal type each 1119.22 (european type/wash down type) water closet pan.

19.15A Extra for using coloured pedestal type W.C. pan each 1879.54 (european type) with low level cistern of same colour instead of white vitreous china W.C. pan and cistern.

19.16.1 Providing and fixing a pair of white vitreous china foot Pair 104.61 rests of standard pattern for squatting pan water closet - 250 x 130 x 30 mm.

19.16.2 Providing and fixing a pair of white vitreous china foot pair 116.39 rests of standard pattern for squatting pan water closet - 250 x 125 x 25 mm.

19.17 Providing and fixing 10 litres low level white vitreous each 6989.23 china flushing cistern of approved make with fittings such as lead valve less syphon etc. and C.P. brass handle complete.

19.17A Providing and fixing 10 litre low level P.V.C. cistern each 851.73 of approved make with fittings complete.

19.20A.1 Providing and fixing controlled flush, low level cistern each 752.83 made of high density polyetylene / polypropylene, with all fittings complete - 10 litre (full flush) capacity - white.

19.20A.2 Providing and fixing controlled flush, low level cistern each 887.49 made of high density polyetylene / polypropylene, with all fittings complete - 10 litre (full flush) capacity - coloured.

19.20A.3 Providing and fixing controlled flush, low level cistern each 719.17 made of high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity -

19.20A.4 Providing and fixing controlled flush, low level cistern each 1111.91 made of high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity - coloured.

19.21A.1 Providing and fixing controlled flush, low level cistern each 5586.74 made of vitreous china with all fittings complete - 10 Mahe Page 258


litre (full flush) capacity - white.

19.21A.2 Providing and fixing controlled flush, low level cistern each 7438.23 made of vitreous china with all fittings complete - 10 litre (full flush) capacity - coloured.

19.23A Extra for providing coloured other than black solid each 131.29 PVC plastic seat and cover in European type W.C. pan, instead of white plastic seat and cover.

19.23.1 Providing and fixing solid plastic seat with lid for each 279.01 pedestal type W.C. pan with C.P. brass hinges, rubber buffers etc. complete - white solid plastic seat with lid.

19.23.2 Providing and fixing solid plastic seat with lid for each 250.96 pedestal type W.C. pan with C.P. brass hinges, rubber buffers etc. complete - black solid plastic seat with lid.

19.27 Providing and fixing white glazed fire clay stall urinal each 3500.60 of standard size.

19.28 Providing and fixing white vitreous china squatting each 1201.40 plate urinal with intergal rim logitudinal flush pipe.

19.29.1 Providing and fixing white vitreous china wash basin each 797.29 including making all connections but excluding the cost of fittings - Flat back wash basin of size 630 x

19.29.2 Providing and fixing white vitreous china wash basin each 635.71 including making all connections but excluding the cost of fittings - Flat back wash basin of size 550 x

19.29.3 Providing and fixing white vitreous china wash basin each 731.10 including making all connections but excluding the cost of fittings - Angle back wash basin of size 600 x

19.29.4 Providing and fixing white vitreous china wash basin each 599.81 including making all connections but excluding the cost of fittings - Angle back wash basin of size 400 x

19.29.5 Providing and fixing white vitreous china wash basin each 501.06 including making all connections but excluding the cost of fittings - Flate back wash basin of size 450 x Mahe Page 259


300mm. 19.29.6 Providing and fixing white vitreous china wash basin each 1087.92 including making all connections but excluding the cost of fittings - Surgeon type wash basin of size 660 x 460mm.

19.30.2 Providing and fixing kitchen sink including making all each 1629.53 connections excluding cost of fittings - white glazed fire clay sink of size 600 x 450 x 250 mm.

19.31.1 Providing and fixing white vitreous china laboratory each 810.39 sink including making all connections excluding cost of fittings - Size 450 x 300 x 150mm.

19.31.2 Providing and fixing white vitreous china laboratory each 1853.96 sink including making all connctions excluding cost of fittings size 600 x 450 x 200 mm.

19.34.1 Providing and fixing c.p. brass waste for sink or wash each 81.55 basin - 32 mm dia.

19.34A.1.1 Providing and fixing P.V.C. waste pipe for sink or each 35.54 wash basin including P.V.C. waste fittings complete - Semi rgid pipe - 32mm dia.

19.34A.1.2 Providing and fixing P.V.C. waste pipe for sink or each 38.91 wash basin including P.V.C. waste fittings complete - Semi rigid pipe - 40mm dia.

19.34.2 Providing and fixing c.p. brass waste for sink or wash each 103.99 basin - 40 mm dia.

19.34A.2.1 Providing and fixing P.V.C. waste pipe for sink or each 41.15 wash basin including P.V.C. waste fittings complete - flexible pipe 32 mm dia.

19.34A.2.2 Providing and fixing P.V.C. waste pipe for sink or each 41.15 wash basin including P.V.C. waste fittings complete - flexible pipe 40 mm dia.

19.35.1 Providing and fixing fisher union for wash basin - 32 each 71.26 mm dia brass union.

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19 . Sanitary Installations Code Description Unit Rate 19.35.2 Providing and laying c.i. double socket collars (heavy each 77.99 class) - 100mm C.I. collar.

19.36.1 Providing and fixing C.P. brass trap for wash basins each 110.73 and sinks - 32 mm dia.

19.36.2 Providing and fixing C.P. brass trap for wash basins each 174.68 and sinks - 40 mm dia.

19.38 Providing and fixing 100 mm sand cast iron grating for each 13.18 gully, floor or Nahani trap.

19.38A.1 Providing and fixing stainless steel jali (grating) with each 21.58 or without hole for waste pipe for floor/Nahani trap - 75mm dia weight not less than 70 gms.

19.38B.1 Providing and fixing plastic moulded jali of required each 51.88 colour and shade for floor/Nahani trap - Circular type.

19.38A.2 Providing and fixing stainless steel jali (grating) with each 24.40 or without hole for waste pipe for floor/Nahani trap - 100 mm dia weight not less than 100 gms.

19.38B.2 Providing and fixing plastic moulded jali of required each 63.10 colour and shade for floor/Nahani trap - Rectangular with openable circular lid.

19.40 Providing and fixing in position 32mm diameter G.I. each 352.10 flush pipe for high level flushing cistern complete including cutting and making good the walls and

19.41 Providing and fixing in position 25 mm diameter each 27.90 mosquito proof coupling of approved municipal design.

19.42 Providing and fixing 600 x 450 mm bevelled edge each 650.27 mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

19.42A.1 Providing and fixing mirror of required shape and size each 417.65 with plastic moulded frame of approved make and shape with 6 mm thick hard board - Backing circular shape 450 mm dia.

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19 . Sanitary Installations Code Description Unit Rate 19.42A.2 Providing and fixing mirror of required shape and size each 401.50 with plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 453 x 357 mm.

19.42A.3 Providing and fixing mirror of required shape and size each 422.25 with plastic moulded frame of approved make and shape with 6 mm thick hard board backing oval shape 450 x 350 mm (outer dimensions).

19.42A.4 Providing and fixing mirror of required shape and size each 1008.10 with plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 1500 x 450 mm

19.43 Providing and fixing 600 x 120 x 5 mm glass shelf each 226.38 with edges rounded off supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm to long screws, rawl plugs etc. complete.

19.44.1.2 Providing and fixing towel rail complete with brackets each 216.42 fixed to wooden cleats with C.P. brass screws - C.P. Brass towel rail with two C.P. brass brackets - 600 x 20mm size.

19.45.1 Providing and fixing toilet paper holder - C.P. brass. each 137.09 19.45.2 Providing and fixing toilet paper holder - Vitreous each 176.58 19.47.1 Providing and fixing on wall/column face unplasticised metre 221.85 - PVC (working pressure 4 kg/sqcm) soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 110mm

19.47.1A Providing and fixing on wall face/column face each 209.53 unplasticised - PVC moulded fittings/accessories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee with door - 110x110x110 mm.

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19 . Sanitary Installations Code Description Unit Rate 19.47.1B Providing and fixing on wall face/column face each 190.46 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee without door - 110x110x110 mm.

19.47.1C Providing and fixing on wall face/column face each 128.80 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 110 mm.

19.47.1D Providing and fixing on wall face/column face each 131.05 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend with door 110mm.

19.47.1E Providing and fixing on wall face/column face each 96.25 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - heel rest bend 110mm

19.47.2 Providing and fixing on wall/column face unplasticised metre 127.12 - PVC (working pressure 4 kg/sqcm) soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 75 mm

19.47.2A Providing and fixing on wall face/column face each 125.64 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee with door - 75x75x75 mm.

19.47.2B Providing and fixing on wall face/column face each 114.42 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to Mahe Page 263


IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee without door - 75x75x75 mm.

19.47.2C Providing and fixing on wall face/column face each 77.78 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 75 mm.

19.47.2D Providing and fixing on wall face/column face each 81.14 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend with door 75 mm.

19.47.2E Providing and fixing on wall face/column face each 66.00 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - head rest bend 75 mm.

19.48A.1 Providing and filling the joints with spun yarn cement joints 25.43 slurry and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 50 mm dia. pipe.

19.48.1.1 Providing and fixing soil, waste and vent pipes - metre 293.16 100mm dia - Sand cast iron S&S pipe.

19.48.1.1B Providing and fixing PVC waste and vent pipe metre 107.73 including jointing by rubber gasket with PVC lubricant with slipring to be filled up including cutting and making good the walls wherever necessary-75mm dia. outer diameter.(4kg/sq.cm).

19.48.1.1C Providing and fixing PVC waste and vent pipe metre 298.06 including jointing by rubber gasket with PVC lubricant with slipring to be filled up including cutting and making good the walls wherever necessary-140mm dia. outer diameter.(4kg/sqcm). Mahe Page 264


19.48A.2 Providing and filling the joints with spunyarn cement each 35.75 slurry and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 75 mm dia. pipe.

19.48.2.1 Providing and fixing soil, waste and vent pipes - 75mm metre 250.77 diameter - Sand cast iron S&S pipe.

19.48A.3 Providing and filling the joints with spunyarn cement each 42.11 slurry and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes - 100 mm dia. pipe.

19.48.3.1 Providing and fixing soil, waste and vent pipes - 50mm metre 172.13 dia - Sand cast iron S&S pipe.

19.49.1 providing and fixing m.s. holder-bat clamps of No 85.36 approved design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 100 mm dia pipe.

19.49.1B Providing and fixing unplasticised PVC pipe clips of each 92.79 approved design to unplasticised PVC soil and waste pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete - 75mm

19.49.1C Providing and fixing unplasticised PVC pipe clips of each 115.79 approved design to unplasticised PVC soil and waste pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete - 110mm

19.49.2 Providing and fixing M.S. holder-bat clamps of each 80.86 approved design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded Mahe Page 265


stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 75 mm dia pipe.

19.49.3 Providing and fixing M.S. holder-bat clamps of each 80.10 approved design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 50 mm dia pipe.

19.50.1.1 Providing and fixing bend of required degree with each 158.53 access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100mm - sand cast iron S&S.

19.50.2.1 Providing and fixing bend of required degree with each 133.12 access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 mm - sand cast iron S&S.

19.50.3.1 Providing and fixing bend of required degree with each 107.64 access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 50 mm - sand cast iron S&S.

19.51.1.1 Providing and fixing plain bend of required degree - 100 each 113.09 mm - sand cast iron S&S.

19.51.2.1 Providing and fixing plain bend of required degree - each 89.77 sand cast iron S&S - 75 mm dia.

19.51.3.1 Providing and fixing plain bend of required degree - 50 each 77.06 mm - sand cast iron S&S.

19.52.1.1 Providing and fixing heel rest sanitary bend - 100 mm - each 122.07 sand cast iron S&S.

19.52.2.1 Providing and fixing heel rest sanitary bend - 75 mm - each 115.57 sand cast iron s&s.

19.52.3.1 Providing and fixing heel rest sanitary bend - 50 mm - each 93.89 sand cast iron s&s.

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19 . Sanitary Installations Code Description Unit Rate 19.53.1.1 Providing and fixing double equal junction of required each 303.71 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 100 x 100 mm - sand cast iron s&s.

19.53.2.1 Providing and fixing double equal junction of required each 235.78 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 x 75 mm - sand cast iron s&s.

19.53.3.1 Providing and fixing double equal junction of required each 196.84 degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 50 x 50 x 50 x 50 mm - sand cast iron S&S.

19.54.1.1 Providing and fixing double equal plain junction of each 255.60 required degree - 100 x 100 x 100 x 100 mm - sand cast iron S&S.

19.54.2.1 Providing and fixing double equal plain junction of each 189.64 required degree - 75 x 75 x 75 x 75 mm - Sand cast iron S&S.

19.54.3.1 Providing and fixing double equal plain junction of each 151.12 required degree - 50 x 50 x 50 x 50 mm - Sand cast iron S&S.

19.55.1.1 Providing and fixing single equal plain junction of each 227.54 required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 100 mm - sand cast iron s&s.

19.55.2.1 Providing and fixing single equal plain junction of each 172.95 required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 mm - sand cast iron S&S.

19.55.3.1 Providing and fixing single equal plain junction of each 132.64 required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 50 x 50 x 50 mm - sand cast iron S&S.

19.56.1.1 Providing and fixing single equal plain junction of each 188.27 required degree - 100 x 100 x 100 mm - sand cast iron Mahe Page 267


s&s.

19.56.2.1 Providing and fixing single equal plain junction of each 121.19 required degree - 75 x 75 x 75 mm sand cast iron s&s.

19.56.3.1 Providing and fixing single equal plain junction of each 102.87 required degree - 50 x 50 x 50 mm sand cast iron s&s.

19.57.1.1 Providing and fixing double unequal junction of each 272.43 required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.57.2.1 Providing and fixing double unequal junction of each 246.62 required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.57.3.1 Providing and fixing double unequal junction of each 204.37 required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 50 x 50 mm sand cast iron s&s.

19.58.1.1 Providing and fixing double unequal plain junction of each 183.78 required degree - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.58.2.1 Providing and fixing double unequal plain junction of each 183.78 required degree - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.58.3.1 providing and fixing double unequal plain junction of No 148.12 required degree - 75 x 75 x 50 x 50 mm - sand cast iron s&s.

19.59.1.1 Providing and fixing single unequal junction of required each 238.91 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 75 mm - sand cast iron s&s.

19.59.2.1 Providing and fixing single unequal junction of required each 227.54 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 mm - Mahe Page 268


sand cast iron s&s.

19.59.3.1 Providing and fixing single unequal junction of required each 172.95 degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 75x75x50mm - sand cast iron s&s.

19.60.1.1 Providing and fixing single unequal plain junction of each 187.15 required degree - 100 x 100 x 75 mm - sand cast iron

19.60.2.1 Providing and fixing single unequal plain junction of each 187.15 required degree - 100 x 100 x 50 mm - sand cast iron s&s.

19.60.3.1 Providing and fixing single unequal plain junction of each 134.65 required degree - 75 x 75 x 50 mm - sand cast iron

19.61.1.1 Providing and fixing double equal plain invert branch of each 254.48 required degree - 100 x 100 x 100 x 100 mm - sand cast iron s&s.



19.62.1.1 Providing and fixing single equal plain invert branch of each 217.44 required degree - 100 x 100 x 100 mm - sand cast iron s&s.

19.62.2.1 Providing and fixing single equal plain invert branch of each 161.58 required degree - 75 x 75 x 75 mm - and cast iron s&s.

19.62.3.1 Providing and fixing single equal plain invert branch of each 127.55 required degree - 50 x 50 x 50 mm - sand cast iron

19.63.1.1 Providing and fixing double unequal invert branch of each 278.04 required degree - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

Mahe Page 269

19 . Sanitary Installations Code Description Unit Rate 19.63.2.1 Providing and fixing double unequal invert branch of each 278.04 required degree - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.63.3.1 Providing and fixing double unequal invert branch of each 235.64 required degree - 75 x 75 x 50 x 50 mm - sand cast iron s&s.

19.64.1.1 Providing and fixing single unequal plain invert branch each 197.24 of required degree - 100 x 100 x 75 mm - sand cast iron s&s.



19.66.1.1 Providing and fixing door piece, insertion rubber each 195.00 washer 3 mm thick, bolts and nuts complete - 100 mm - Sand cast iron S&S.

19.66.2.1 Providing and fixing door piece, insertion rubber each 158.36 washer 3 mm thick, bolts and nuts complete - 75 mm - sand cast iron S&S.

19.66.3.1 Providing and fixing door piece, insertion rubber each 127.27 washer 3 mm thick, bolts and nuts complete - 50 mm - sand cast iron S&S.

19.67.1.1 Providing and fixing terminal guard - 100 mm - sand each 111.97 cast iron S&S.

19.67.1.1A Providing and fixing PVC vent cowl110 mm dia No 42.40 terminal guard

19.67.1.1B Providing and fixing PVC terminal guard (vent cowl) each 53.78 with necessary lubricant and slip ring, fixing complete-150mm.

19.67.2.1 Providing and fixing terminal guard - 75 mm - sand each 88.65 cast iron S&S. Mahe Page 270


19.67.2.1A Providing and fixing PVC terminal guard (vent cowl) each 29.22 with necessary lubricant and slip ring fixing complete - 75mm

19.67.3.1 Providing and fixing terminal guard - 50 mm - sand each 60.78 cast iron S&S.

19.68.1.1 Providing and fixing collar - 100 mm - sand cast iron each 77.18 S&S.

19.68.1.1A Providing and fixing PVC reducing socket with each 80.72 necessary lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 110x75mm.

19.68.2.1 Providing and fixing collar - 75 mm - sand cast iron each 63.96 19.68.3.1 Providing and fixing collar - 50 mm - sand cast iron each 52.37 19.68.3.1A Providing and fixing PVC reducing socket with each 39.20 necessary lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 75mm x 50mm.

19.70.1 Providing lead caulked joints to sand cast each 208.83 iron/centrifugally cast (spun) iron pipes and fittings of diameter - 100 mm.

19.70.2 Providing lead caulked joints to sand cast each 179.98 iron/centrifugally cast (spun) iron pipes and fittings of diameter - 75 mm.

19.70.3 Providing lead caulked joints to sand cast each 148.13 iron/centrifugally cast (spun) iron pipes of diameter 50 mm.

19.71.1 Providing and fixing M.S. stays and clamps for sand each 32.30 cast iron/centrifugally cast (spun) iron pipes of diameter - 100 mm.

19.71.2 Providing and fixing M.S. stays and clamps for sand each 29.18 cast iron/centrifugally cast (spun) iron pipes of diameter Mahe Page 271


- 75 mm.

19.71.3 Providing and fixing M.S. stays and clamps for sand each 26.56 cast iron/centrifugally cast (spun) iron pipes of diameter - 50 mm.

19.72.1 Providing and fixing sand cast iron trap of self cleansing each 429.28 design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors - 100 mm inlet and 100 mm outlet.

19.72.1A Providing and fixing PVC trap with PVC grating with each 389.72 or without vent arm complete including providing necessary lubricant and slip ring for fixing fittings, cost of cutting and making good the walls and floors - 110mm inlet and 110mm outlet.



19.92.1 Cutting chases in brick masonary walls for following metre 191.10 diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 100 mm dia.

19.92.2 Cutting chases in brick masonary walls for following metre 136.73 diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and Mahe Page 272


pointing in cement mortar 1:4 (1 cement : 4 sand) - 75 mm dia.

19.92.3 Cutting chases in brick masonary walls for following each 87.24 diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 50 mm dia.

19.94 Painting CI Cistern with bitumastic or any other each 297.19 anti-corrasive paint inside and white paint over a coat of zinc chromate yellow primer ( of approved quality ) on the outside surface of the cistern flush pipe, other fittings, etc., complete for new work.

19.95 Re-painting C.I. Cistern with bitumastic or any other each 194.53 anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe other fittings etc.complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever

19.96.1 Painting sand cast iron/centrifugally cast (spun) iron metre 13.75 soil, waste vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 50 mm diameter pipe.

19.96.2 Painting sand cast iron/centrifugally cast (spun) iron metre 23.24 soil, waste vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 100 mm diameter pipe.

19.96.3 Painting sand cast iron/centrifugally cast (spun) iron metre 17.73 soil, waste vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 75mm diameter pipe.

19.97.1 Repainting sand cast iron/centrifugally cast iron (spun) metre 6.30 iron, soil, waste, vent pipes and fittings with paint of Mahe Page 273


any colour such as chocolate grey or buff etc. - 50 mm diameter pipe.

19.97.2 Repainting sand cast iron/centrifugally cast iron (spun) metre 11.52 iron, soil, waste, vent pipes and fittings with paint of any colour such as chocolate grey or buff etc. - 100 mm diameter pipe.

19.97.3 Repainting sand cast iron/centrifugally cast iron (spun) metre 8.62 iron, soil, waste, vent pipes and fittings with paint of any colour such as chocolate grey or buff etc. - 75 mm diameter pipe.

Mahe Page 274

20 . Water Supply Code Description Unit Rate

20.2.1.1 Providing and fixing G.I. pipes complete with G.I. metre 145.93 fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 15mm nominal bore (1.22 kg/m).

20.2.1.2 Providing and fixing G.I. pipes complete with G.I. metre 175.24 fittings and clamps, including cutting and making good the walls etc.(internal work) exposed on walls - 20mm nominal bore (1.58 kg/m).

20.2.1.2A Providing and fixing P.V.C pipes complete with metre 67.76 fittings and clamps, including cutting and making good the walls etc.(internal work) concealed - 20mm nominal bore (15kg/sq.cm)

20.2.1.3 Providing and fixing G.I.pipes complete with G.I. metre 233.69 fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on wall - 25mm nominal bore (2.44 kg/m).

20.2.1.3A Providing and fixing P.V.C pipes complete with metre 85.41 fittings and clamps, including cutting and making good the walls etc.(internal work) concealed - 25mm nominal bore (15kg/sq.cm)

20.2.1.4 Providing and fixing G.I.pipes complete with G.I. metre 285.74 fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on wall - 32 mm nominal bore. (3.17 Kg/m)

20.2.1.5 Providing and fixing G.I.pipes complete with G.I. metre 345.72 fittings and clamps, including cutting and making good the walls etc. (internal work) - 40mm nominal bore (3.61 kg/m).

20.2.1.6 Providing and fixing G.I.pipes (class b) complete with metre 437.83 G.I. fittings and clamps, including cutting and making good the walls etc. (internal work) - 50mm nominal bore. (5.17 Kg/m)

20.2.2.1 Providing and fixing G.I. pipes complete with G.I. metre 198.52 fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including

Mahe Page 275


painting with anti corrosive bitumastic paint, cutting chases and making good the wall - 15 mm nominal bore (1.22 kg/m). 20.2.2.2 Providing and fixing G.I. pipes complete with G.I. metre 224.05 fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall - 20 mm nominal

20.3.1 Providing and fixing G.I. pipe complete with G.I. metre 128.26 fittings including trenching and refilling etc., (extranal work) - 15 mm dia nominal bore

20.3.2 Providing and fixing G.I. pipe complete with G.I. metre 150.91 fittings including trenching and refilling etc., (extranal work) - 20 mm dia nominal bore

20.3.3 Providing and fixing G.I pipes complete with G.I metre 202.34 fittings including trenching and refilling and etc. (external work ) - 25 mm dia nominal bore

20.3.4 Providing and fixing G.I. pipes complete with G.I. metre 241.97 fittings including trenching and refilling etc.(external work) - 32mm nominal bore (3.14 kg/m).

20.3.5 Providing and fixing G.I. pipes complete with G.I. metre 284.48 fittings including trenching and refilling etc. (external work) - 40mm nominal bore.




20.3.9 Providing and fixing G.I. pipes complete with G.I. metre 926.16 fittings including trenching and refilling etc. (external Mahe Page 276


work) - 100mm nominal bore.

20.3.10 Providing and fixing G.I. pipes complete with G.I. metre 1399.81 fittings including trenching and refilling etc. (external work ) 150 mm nominal bore.

20.4.1 Making connection of G.I. distribution branch with G.I. each 227.15 main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 25 - 40 mm nominal bore.

20.4.2 Making connection of G.I. distribution branch with G.I. each 464.48 main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete - 50 to 80 mm nominal bore.

20.4.3 Making connection of G.I. distribution branch with G.I. each 888.64 main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete - 100 to 150 mm nominal bore.

20.6 Fixing water meter and stop cock in G.I pipe line each 182.15 including cutting and threading the pipe, making long screws etc. complete. (cost of water meter and stop cock to be paid separately).

20.6A Providing and fixing water meter and stop cock in each 1261.62 25mm G.I pipe line including cutting and threading the pipe, making long screws, bolts, nuts, rubber insertions and testing the water meter etc. complete.

20.7.1 Providing and fixing brass bib cock of approved quality each 121.43 - 15 mm nominal bore.



20.8.1 Providing and fixing brass stop cock of approved each 121.43 quality - 15 mm nominal bore.

Mahe Page 277

20 . Water Supply Code Description Unit Rate 20.8.2 Providing and fixing brass stop cock of approved each 181.42 quality - 20 mm nominal bore.



20.9.1 Providing and fixing brass gate valve with C.I. wheel of each 127.05 approved quality (screwed end) - 15mm nominal

20.9.2 Providing and fixing brass gate valve with C.I. wheel each 176.93 of approved quality (screwed end) - 20mm nominal

20.9.3 Providing and fixing brass gate valve with C.I. wheel of each 270.43 approved quality (screwed end) - 25mm nominal




20.9.7 Providing and fixing brass gate valve with C.I. wheel each 915.00 of approved quality (screwed end) - 65 mm nominal

20.9.8 Providing and fixing brass gate valve with C.I. wheel each 1435.41 of approved quality (screwed end) 80 mm nominal bore.

20.10.3.1 Providing and fixing ball valve (brass) of approved each 189.64 quality complete - high or low pressure with plastic floats - 15 mm nominal bore.

20.10.3.2 Providing and fixing ball valve (brass) of approved each 297.84 quality complete - high or low pressure with plastic floats - 20 mm nominal bore.

20.10.3.3 Providing and fixing ball valve (brass) of approved each 334.23 quality complete - high or low pressure with plastic floats - 25mm nominal bore. Mahe Page 278


20.11.1.1 Providing and fixing gun metal non-return valve of each 312.83 approved quality (screwed end) - 25 mm nominal bore - horizontal.

20.11.1.2 Providing and fixing gun metal non-return valve of each 246.62 approved quality (screwed end) - 25 mm nominal bore - vertical.









20.11.6.1 Providing and fixing gun metal non-return valve of each 2390.85 approved quality (screwed end) - 80 mm nominal bore - Mahe Page 279


horizontal.




20.12.1 Providing and fixing brass ferrule C.I. mouth cover each 141.47 including boring and tapping the main - 15 mm nominal bore.



20.13.1.1 Providing and fixing unplasticised PVC connection each 58.86 pipe with brass unions - 30cm length - 15mm nominal

20.13.1.2 Providing and fixing unplasticised PVC connection each 72.33 pipe with brass unions - 30 cm length - 20 mm

20.13.2.1 Providing and fixing unplasticised PVC connection each 94.01 pipe with brass unions - 45 cm length - 15 mm

20.14.1 Providing and fixing C.P. brass shower rose with 15 or each 164.83 20 mm inlet - 100 mm diameter.

20.14.2 Providing and fixing C.P. brass shower rose with 15 or each 186.52 20 mm inlet - 150 mm diameter.

20.19 Laying in position centrifugally cast (spun) / Ductile quintal 77.99 Iron S&S or flanged pipes. Mahe Page 280


20.20 Laying in position S&S or flanged C.I. / D.I. specials quintal 141.23 such as tees, bends, collars, tapers and caps etc.

20.21 Providing and laying S&S centrifugally cast iron pipes quintal 4342.01 (class LA).

20.24.1 Providing and laying S&S standard specials such as qtl 4405.25 tees, bends, collors, tapers, caps etc. (Heavy class) upto 300 mm dia.

20.24.2 Providing and laying S&S standard specials such as quintal 4405.25 tees, bends, collors, tapers, caps etc. (Heavy class) over 300 mm dia.

20.25.1 Providing and laying flanged C.I. standard specials quintal 4629.67 such as tees, bends, collars, tapers, caps etc. (Heavy class) - upto 300 mm dia.

20.25.2 Providing and laying flanged C.I. standard specials quintal 4685.77 such as tees, bends, collars, tapers, caps etc. (Heavy class) - over 300 mm dia.

20.26A.1 Providing and laying S&S C.I. non standard specials quintal 4405.25 (Heavy class) - upto 300 mm dia.

20.26B.1 Providing and laying flanged C.I. non standard specials quintal 4629.67 (heavy class) - upto 300 mm dia.

20.26A.2 Providing and laying S&S C.I. non standard specials quintal 4405.25 (heavy class) - over 300 mm dia.

20.26B.2 Providing and laying flanged C.I. non standard specials quintal 4517.46 (Heavy class) - over 300 mm dia.

20.45.1 Providing lead caulked joint to spun iron or C.I. pipes Joints 103.87 and specials including testing of the joints but excluding the cost of pig lead - 80 mm diameter pipe.

20.45.2 Providing lead caulked joint to spun iron or C.I. pipes Joints 107.77 and specials including testing of the joints but excluding the cost of pig lead - 100 mm diameter pipe.

Mahe Page 281

20 . Water Supply Code Description Unit Rate 20.45.3 Providing lead caulked joint to spun iron or C.I. pipes Joints 159.35 and specials including testing of the joints but excluding the cost of pig lead - 125 mm diameter

20.45.4 Providing lead caulked joint to spun iron or C.I. pipes Joints 161.68 and specials including testing of the joints but excluding the cost of pig lead - 150 mm diameter




20.46 Supplying pig lead at site of work. qtl. 13465.32 20.47.1 Providing flanged joints to double flanged C.I. pipes each 190.77 and specials including testing of joints - 80mm diameter pipe.

20.47.2 Providing flanged joints to double flanged C.I. pipes each 352.82 and specials including testing of joints - 100mm diameter pipe.




20.47.6 Providing flanged joints to double flanged C.I. pipes each 1011.09 and specials including testing of joints - 250mm Mahe Page 282


diameter pipe.


20.48.1.1 Providing and fixing C.I. sluice valves (with cap) each 2615.27 complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 80 mm dia. - class I.

20.48.2.1 Providing and fixing C.I. sluice valve (with cap) each 3635.18 complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 100 mm dia. - class I.


20.48.4.1 Providing and fixing C.I. sluice valve (with cap) each 5715.14 complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 150mm diameter - class I.




20.50.2 Constructing masonry Chamber 30 x 30 x 50 cm, each 696.00 inside with 35 class designation brick work in cement Mahe Page 283


mortar 1:5 (1 cement : 5 fine sand) for stop cock, with C.I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.51.2 Constructing masonry Chamber 60 x 60 x 75 cm inside each 4171.06 with 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.52.2 Constructing masonry Chamber 90 x 90 x100 cm each 7241.29 inside with 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35. 20.53.2 Constructing masonry Chamber 120x120x100cm inside each 10024.91 with 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100mm top diameter 160mm bottom Mahe Page 284


diameter and 180mm deep (inside) with chained lid and R.C.C top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (2 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with bricks class designation 35

20.54.2 Constructing masonry Chamber 60 x 60 x 75 cm inside each 4098.74 with 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for fire hydrants, with C.I. surface box 350 x 550 mm top and 165 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35

20.55.2 Constructing masonry chamber 60 x 45 x 50 cm inside each 3789.46 with 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for water meter complete, with C.I. double flap surface box 400 x 200 x 200 mm (inside) with locking arrangement and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35

20.76.1 Painting G.I. pipes and fittings with white paint over a metre 5.69 ready mixed priming coat, both of approved quality for new work - 15mm diameter pipe.

Mahe Page 285

20 . Water Supply Code Description Unit Rate 20.76.2 Painting G.I. pipes and fittings with white paint over a metre 6.74 ready mixed priming coat, both of approved quality for new work - 20mm diameter pipe.

20.76.3 Painting G.I. pipes and fitting with white paint over a metre 8.85 ready mixed priming coat, both of approved quality for new work - 25mm diameter pipe.



20.77.1 Repainting G.I.pipes and fittings with white paint of metre 2.89 approved quality - 15 mm diameter pipe.

20.77.2 Repainting G.I.pipes and fittings with white paint of metre 3.40 approved quality - 20 mm diameter pipe





20.78.1 Painting G.I. pipes and fittings with two coats of metre 3.43 anti-corrosive bitumastic paint of approved quality - 15 mm diameter pipe.


20.78.3 Painting G.I. pipes and fittings with two coats of metre 5.18 anti-corrosive bitumastic paint of approved quality - Mahe Page 286


25 mm diameter pipe.

20.78.4 Painting G.I. pipes and fittings with two coats of metre 6.20 anti-corrosive bitumastic paint of approved quality - 32mm diameter pipe.





20.79.1 Providing and filling sand of grading zone V or coarser metre 69.57 grade alround the G.I. pipes in external work - 15 mm diameter pipe.



20.79.4 Providing and filling sand of grading zone V or coarser metre 74.27 grade alround the G.I. pipes in external work - 32mm diameter pipe.


Mahe Page 287

20 . Water Supply Code Description Unit Rate 20.79.6 Providing and filling sand of grading zone V or coarser metre 78.03 grade alround the G.I. pipes in external work - 50 mm diameter pipe.



20.83.1 Boring with 100 mm diameter casing pipe for hand metre 256.36 pump/tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - upto 6 metre depth.

20.83.2 Boring with 100 mm diameter casing pipe for hand metre 307.16 pump/tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 6 m and upto 12 m depth.

20.83.3 Boring with 100 mm diameter casing pipe for hand metre 360.62 pump/tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 12 m and upto 18 m depth.

20.84 Providing and placing in position filter of 40 mm metre 333.77 diameter G.I. pipe with brass strainer of approved

20.85 Providing and fixing to filter and lowering to proper metre 270.66 level 40 mm G.I. pipe for tubewell including cleaning and priming the tubewell.

20.86 Providing and placing in position hand pump of each 812.17 approved quality for 40 mm diameter G.I. pipe complete with all accessories.

20.87.1 Providing and fixing G.I union in G.I pipe including each 89.40 cutting and threading the pipe and making long screws etc. complete (new work). 15mm nominal bore. Mahe Page 288


20.87.2 Providing and fixing G.I union in G.I pipe including each 106.78 cutting and threading the pipe and making long screws etc. complete (new work). 20mm nominal bore.







20.89 Providing and placing on terrace (at all floor levels) litre 6.23 polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet, over flow pipes with all fittings but without the base support for tank.

20.90 Providing and fixing C.P brass bib cock of approved each 203.99 quality conforming to IS:8931 - 15 mm nominal bore.

20.91 Providing and fixing C.P. brass long nose bib cock of each 238.52 approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore.

Mahe Page 289

20 . Water Supply Code Description Unit Rate 20.92 Providing and fixing C.P. brass long body bib cock of each 269.51 approved quality conforming to IS standards and weighing not less than 690 gms - 15 mm nominal

20.93 Providing and fixing C.P brass stop cock (consealed) of each 245.51 standard design and of approved make conforming to IS:8931 - 15 mm nominal bore.

20.94 Providing and fixing C.P. brass angle valve for basin each 183.51 mixer and gyser points of approved quality conforming to IS: 8931 - 15 mm nominal bore.

20.95 Providing and fixing C.P brass close hole basin mixer each 746.69 pillar tap of approved quality and make, weighing not less than 1.970 kg - 15 mm nominal bore of standard back type.

20.101.1 Providing and fixing C.I. double acting air valve of each 3493.84 approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) - 50 mm dia.



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21 . Drainage Code Description Unit Rate

21.1.1 Providing laying and jointing glazed stoneware pipes metre 121.81 grade À' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete - 100 mm diameter.

21.1A.1 Providing laying and jointing glazed stoneware pipes metre 125.95 grade À' with stiff mixture of cement mortar in the proportion of 1:3 (1 cement : 3 fine sand) including testing of joints etc. complete - 100 mm diameter.

21.1.2 Providing laying and jointing glazed stoneware pipes metre 207.52 grade À' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete - 150mm diameter.






21.2.1 Providing and laying cement concrete 1:5:10 (1 cement metre 342.49 : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed

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concrete as per standard design - 100 mm diameter. 21.2.2 Providing and laying cement concrete 1:5:10 (1 cement metre 418.85 : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) alround S.W. pipes including bed concrete as per standard design - 150mm diameter.

21.2.3 Providing and laying cement concrete 1:5:10 (1 cement metre 488.28 : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design - 200 mm diameter.



21.3.1 Providing and laying cement concrete 1:5:10 (1 cement metre 162.78 : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 100 mm



21.3.4 Providing and laying cement concrete 1:5:10 (1 cement metre 340.17 : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 230 mm

21.3.5 Providing and laying cement concrete 1:5:10 (1 cement metre 361.00 : 5 coarse sand : 10 graded stone aggregate 40 mm Mahe Page 292


nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 250 mm diameter. 21.4.1.2 Providing and fixing square-mouth S.W. gully trap each 925.70 grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 100 x 100 mm size P type.

21.4.2.2 Providing and fixing square-mouth S.W. gully trap each 940.84 grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 125 x 100 mm size P type.



21.5.1 Dismantling of old S.W. pipes including breaking of metre 18.27 joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 100 mm diameter

21.5.2 Dismantling of old S.W. pipes including breaking of metre 20.09 joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable Mahe Page 293


materials into municipal dumps - 150 mm diameter


21.5.4 Dismantling of old S.W. pipes including breaking of metre 21.90 joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 230 mm dia.


21.5.6 Dismantling of old S.W. pipes including breaking of metre 23.72 joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materiasl into municipal dumps - 300 mm diameter




21.6.1 Providing and laying non-pressure NP2 class (light metre 172.57 duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 100 mm dia.

Mahe Page 294

21 . Drainage Code Description Unit Rate 21.6.2 Providing and laying non-pressure NP2 class (light metre 219.13 duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 150 mm dia.






21.11.1.2 Constructing brick masonry manhole with 35 class each 5032.68 designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished Mahe Page 295


with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg) - with bricks of class designation 35.

21.11.2.2 Constructing brick masonry manhole with 35 class each 5548.97 designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) neatly finished complete as per standard design - inside size 90 x 80cm and 60cm deep including C.I. cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) - with bricks of class designation 35.

21.11.3.2 Constructing brick masonry manhole with 35 class each 9254.54 designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and Mahe Page 296


frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with bricks of class designation 35. 21.11.4.2 Constructing brick masonry manhole with 35 class each 10556.37 designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg. (weight of cover 108 kg. and weight of frame 100 kg) - with bricks of class designation 35. 21.12.1.2 Extra for depth for manholes - size of 90 x 80 cm - with metre 3412.11 bricks of class designation 35.

21.12.2.2 Extra for depth for manholes - size 120 x 90 cm - with metre 4086.71 bricks of class designation 35.

21.17.1 Providing M.S. foot rests including fixing in manholes each 158.61 with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 x 20 mm square bar.

21.17.2 Providing M.S. foot rests including fixing in manholes each 140.43 with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 mm diameter round bar.

21.18.1 Replacement of M.S. foot rest in manhole including each 185.99 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrte blocks 1:3:6 ( 1 Cement : 3 coarse Sand : 6 grade stone aggregate 20mm nominal Mahe Page 297


size ) with 20 x 20 mm square bar.

21.18.2 Replacement of M.S foot rests in manhole including each 167.82 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) with 20 mm diamter round bar.

21.19.1 supplying and fixing C.I. cover without frame for No 439.07 manholes - 455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

21.19A.1.1 Providing and fixing in position precast R.C.C each 779.17 manhole cover and frame of reqired shape and approved quality - LD - 2.5 - rectangular shape 600 x 450 mm internal dimensions.

21.19A.1.2 Providing and fixing in position precast R.C.C each 688.37 manhole cover and frame of reqired shape and approved quality - LD - 2.5 - square shape 450 mm internal

21.19A.1.3 Providing and fixing in position precast R.C.C each 632.26 manhole cover and frame of reqired shape and approved quality - LD - 2.5 - circular shape 450 mm internal

21.19.2 supplying and fixing C.I. cover without frame for No 1085.90 manholes - 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

21.19A.2.1 Providing and fixing in position precast R.C.C each 784.83 manhole cover and frame of reqired shape and approved quality - MD - 10 - square 500 mm internal dimensions.

21.19A.2.2 Providing and fixing in position precast R.C.C each 748.05 manhole cover and frame of reqired shape and approved quality - MD - 10 - circular shape 500 mm internal

21.19.3 supplying and fixing C.I. cover without frame for .No 1616.31 manholes - 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg

Mahe Page 298

21 . Drainage Code Description Unit Rate 21.19A.3.1 Providing and fixing in position precast R.C.C each 984.36 manhole cover and frame of reqired shape and approved quality - HD - 20 - circular shape 560 mm internal diameter.

21.19A.4.1 Providing and fixing in position precast R.C.C each 2768.51 manhole cover and frame of reqired shape and approved quality - EHD - 35 - circular shape 560 mm internal

21.20 supplying and fixing C.I. cover 300 x 300 mm without No 110.83 frame for gully trap (standard pattern) the weight of the cover to be not less than 4.5 kg.

21.21.1 Making connection of drain or sewer line with existing each 211.98 manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 100 to 230 mm diameter.



Mahe Page 299

21 . Drainage Code Description Unit Rate 21.22.1 Providing sand cast iron drop connection externally for each 3539.98 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine cement) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 100 mm dia. sand cast iron drop connection.

21.22.2 Providing sand cast iron drop connection externally for each 5231.60 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 150 mm dia. sand cast iron drop connection.

21.23.1 Extra for depths beyond 60 cm of sand cast iron drop metre 1111.60 connection complete. - for 100 mm dia sand cast iron drop connection.

21.23.2 Extra for depths beyond 60 cm of sand cast iron drop metre 1543.91 connection complete. - for 150 mm dia sand cast iron drop connection.

21.24.1 Dismantling of manhole including R.C.C.top slab, C.I. each 531.34 cover with frame including stacking of useful materials Mahe Page 300


near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 90 x 80 cm and 45 cm deep.

21.24.2 Dismantling of manhole including R.C.C.top slab, each 930.93 C.I.cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 120 x 90 cm and 90 cm deep.

21.24.3 Dismantling of manhole including R.C.C.top each 1736.63 slab,C.I.cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular arch type manhole 140 x 90 cm and 2.45 m deep.

21.24.4 Dismantling of manhole including R.C.C.top slab, each 1347.73 C.I.cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Circular manhole 122 cm diameter and 1.68 m deep.

21.25.1 Extra for depth of manholes dismantled-rectangular metre 420.36 manhole 90 x 80 cm and 45cm deep

21.25.2 Extra for depth of manholes dismantled - rectangular metre 500.63 manhole 120 x 90 cm and 90 cm deep.

21.25.3 Extra for depth of manholes dismantled - rectangular meter 406.15 arch type manhole 140 x 90 cm and 2.45 m deep. (upto 4.25 m depth)

21.26A Providing R.C.C.spun vent shaft with cowl 140 mm each 8971.57 and 200 mm internal and external dia. respectively at top 300 and 450 mm internal and external dia. respectively at bottom and 9.10 m overall length, bottom 1.25 m below ground level fixed in a pit 90 x 90 x 150 cm with cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 20 mm nominal size) 25 cm in bed and minimum 20 cm alround with top 15 cm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), Mahe Page 301


junction of vent shaft and concrete grouted with cement mortar 1:1 (1 cement : 1 fine sand) including making connection with sewer manhole with 150 mm dia. cement concrete pipe of required length complete as per standard design. 21.27.2 Constructing brick masonry road gully chamber each 2578.97 50x45x60cm with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:- With Class 35 designation bricks.

21.28.2 Constructing brick masonry road gully chamber each 2776.59 45x45x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) with precast R.C.C. vertical grating complete as per standard design - with class designation 35 bricks.

21.29.2 Constructing brick masonry road gully chamber each 4897.13 110x50x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cment : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design:-with class designation 35 bricks.

21.33.1.2 Constructing brick masonry chamber for underground each 2643.99 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 455 x 610 mm and 45 cm deep for single pipe line. - With 35 class designation bricks.

Mahe Page 302

21 . Drainage Code Description Unit Rate 21.33.2.2 Constructing brick masonry chamber for underground each 3113.93 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 500 x 700 mm and 45 cm deep for pipe line with one or two inlets.

21.33.3.2 Constructing brick masonry chamber for underground each 3648.43 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 600 x 850 mm and 45 cm deep for pipe line with three or more inlets. 21.34.1.2 Extra for depth beyond 45 cm or brick masonry metre 2314.05 chamber - for 455x610 mm size with bricks of class designation 35.

21.34.2.2 Extra for depth beyond 45 cm or brick masonry metre 2524.10 chamber - for 500x700 mm size with bricks of class designation 35.

21.34.3.2 Extra for depth beyond 45 cm or brick masonry metre 2938.85 chamber - for 600 x 850 mm size with bricks of class designation 35. Mahe Page 303


21.35.1.2 Constructing brick masonry open surface drain with metre 365.43 bricks of class designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth with class designation 35 bricks.

21.35.2.2 Constructing brick masonry open surface drain with metre 385.83 class designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 15 cm drain 20 cm average depth - with brick class designation 35.

21.35.3.2 Constructing brick masonry open surface drain with metre 529.79 class designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 25 cm drain 30 cm average depth - with brick class designation 35.

Mahe Page 304


21.39.2 Making soak pit 2.5m diameter 3.0 metre deep with each 15627.63 45x45cm dry brick honey comb shaft with bricks of class designation 35 and S.W drain pipe 100mm diameter, 1.8m long complete as per standard design - with brick of class designation 35.

21.40 Constructing soak pit 1.20 x 1.20 x 1.20 m filled with each 1834.52 brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

Mahe Page 305

22 . Miscellaneous Code Description Unit Rate

22.9.2 Cutting holes upto 30 x 30 cm in walls including each 122.64 making good the same with bricks of class designation

22.10 Cutting holes upto 15x15 cm in R.C.C. floors and each 110.06 roofs for passing drain pipe etc. and repairing the holes after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof.

22.15 Making chases upto 7.5x7.5 cm in walls including metre 49.47 making good after housing G.I. pipe etc.

22.20.1 Disinfecting C.I. water mains by flushing with water 100 mts 412.91 containing bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 80 mm diametre C.I. pipe.

22.20.2 Disinfecting C.I. water mains by fluhing with water 100 mts 543.63 containing bleaching powder at 0.5gm per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the samples of water from the disinfected main tested in the Public health laboratory: 100mm diametre C.I. pipe.

22.20.3 Disinfecting C.I. water mains by fluhing with water 100 mts 683.47 containing bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 125 mm diametre C.I. pipe.


22.20.5 Disinfecting C.I. water mains by fluhing with water 100 mts 1126.68 containing bleaching powder at 0.5gms per litre of Mahe Page 306


water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 200 mm diametre C.I. pipe. 22.20.6 Disinfecting C.I. water mains by fluhing with water 100 mts 1445.82 containing bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 250 mm diametre C.I. pipe.





22.20.11 Disinfecting C.I. water mains by fluhing with water 100 mts 2672.22 containing bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample Mahe Page 307


of water from the disinfected main tested in the Public health laboratory: 500 mm diametre C.I. pipe.


22.21.1 Extra for every operation of disinfecting the C.I. main 100 mts 151.83 by flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 80 mm diameter C.I. pipe.

22.21.2 Extra for every operation of disinfecting the C.I. main 100 mts 185.50 by flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 100 mm diameter C.I. pipe.

22.21.3 Extra for every operation of disinfecting the C.I. main 100 mts 227.98 by flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 125 mm diameter C.I. pipe.


22.21.5 Extra for every operation of disinfecting the C.I. main 100 mts 407.85 by flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 200 mm diameter C.I. Mahe Page 308


pipe.






22.21.11 Extra for every operation of disinfecting the C.I. main 100 mts 1030.91 by flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 500 mm diameter C.I. pipe. Mahe Page 309



22.22.1 Dismantling old C.I. pipes including excavation and metre 128.80 refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 80 mm diameter C.I. pipe.





22.22.6 Dismantling old C.I. pipes including excavation and metre 163.66 refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 250 mm diameter C.I. pipe. Mahe Page 310








22.23.1 Labour for cutting C.I. pipe with steel saw:- 80mm each 31.04 diameter C.I. pipe.


Mahe Page 311

22 . Miscellaneous Code Description Unit Rate 22.23.3 Labour for cutting C.I. pipe with steel saw:- 125mm each 58.14 diameter C.I. pipe.










22.24 Supplying and stacking of hard stone (for stone cum 572.28 pitching) 22.5 cm thick at site.

22.25A Dry stone pitching 22.5 cm thick laid in courses and sqm 139.71 required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all

22.26.1 75 mm thick back filling for pitching including sqm 37.62 supplying of required materials and consolidation etc. complete with moorum.

22.26.2 75 mm thick back filling for pitching including sqm 72.20 supplying of required materials and consolidation etc. Mahe Page 312


complete with stone aggregate 20 mm nominal size.

22.26.3 75 mm thick back filling for pitching including sqm 46.96 supplying of required materials and consolidation etc. complete with stone aggregate 40 mm nominal size.

Mahe Page 313

23 . Pile Work Code Description Unit Rate

23.2.1 Boring, providing and installing bored cast-in-situ metre 475.57 reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete - M 35 Grade to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution and the length of the pile to be embeded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap)- 300mm

23.2.1A Boring,providing and installing bored cast - in - situ Rmt 522.60 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 300 mm dia.

23.2.2 Boring, providing and installing bored cast-in-situ metre 847.19 reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete - M35 Grade to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution and the length of the pile to be embeded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 400mm

23.2.2A Boring,providing and installing bored cast - in - situ Rmt 1104.35 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade Mahe Page 314


with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 400 mm dia.

23.2.3 Boring, providing and installing bored cast-in-situ metre 1072.41 reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete - M35 Grade to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution and the length of the pile to be embeded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 450mm

23.2.3A Boring,providing and installing bored cast - in - situ Rmt 1394.66 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 450mm dia.

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23.2.4 Boring, providing and installing bored cast-in-situ metre 1906.78 reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete - M35 Grade to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution and the length of the pile to be embeded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 600 mm

23.2.4A Boring,providing and installing bored cast - in - situ Rmt 2481.85 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 600 mm dia.

23.2.5 Boring,providing and installing bored cast - in - situ Rmt 1720.11 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of Mahe Page 316


dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 500 mm dia.

23.3.1 Boring, providing and installing cast-in-situ single metre 550.59 under reamed piles of specified diametre and length below the pile cap in cement concrete piles with -M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 300 mm dia. piles.

23.3.2 Boring, providing and installing cast-in-situ single metre 1043.28 under reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap) - 400 mm dia. piles.

23.3.3 Boring, providing and installing cast-in-situ single metre 1344.61 under reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 450 mm dia. piles.

23.3.4 Boring, providing and installing cast-in-situ single metre 1689.97 under reamed piles of specified diametre and length below the pile cap in cement concrete piles - M35 Grade with a minimum cement content of 428 kg / cum Mahe Page 317


to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 500 mm dia. piles.

23.4 Extra for boring, providing and installing cast in situ bulb 732.93 double under reamed piles, instead of single under ream of specified diameter and length (only the quantity of extra bulbs are to be paid).

23.7.1.1.3 Vertical load testing of piles in accordance with IS:2911 MT 370.30 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantaling of test cap after test etc. complete as per specification and the direction of Engineer in charge - routine test - in all capacity pile.

23.7.1.1.2 Vertical load testing of piles in accordance with IS: MT 336.63 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantaling of test cap after test etc. complete as per specification and the direction of Engineer in charge. - routine test - single pile - upto 50

23.8.1 Conducting standard penetration test as per IS 2131 - test 1649.50 1981 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete - upto 10metre.

23.8.3 Conducting standard penetration test as per IS 2131 - test 5532.00 1981 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete - 20 to 30 metre.

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24 . Aluminium Work Code Description Unit Rate

24.1.1 Providing and fixing anodised aluminium work for kg 298.48 doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS: 733 and IS: 1285, anodised transparent or dyed to required shade according to IS: 1868. (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in - charge. (Glazing and panelling to be paid for separately) - for fixed portion.

24.1.2 Providing and fixing anodised Aluminium work for kg 314.85 doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS: 733 and IS: 1285, anodised transparent or dyed to required shade according to IS: 1868. (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in - charge. (Glazing and panelling to be paid for separately) - for shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of pvc/neoprene gasket required (fittings shall be paid for separately).

24.2.1 Providing and fixing 12 mm thick prelaminated three sqm 631.59 layer medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded with Mahe Page 319


phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge - Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.

24.2.2 Providing and fixing 12 mm thick prelaminated three sqm 690.47 layer medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge - Pre-laminated particle board with decorative laminition on both sides.

24.3.1 Providing and fixing glazing in aluminium door, sqm 543.99 window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in - charge.(cost of aluminium snap beading shall be paid in basic item) - with glass panes of 4.0mm thickness (weight not less than 10.0 kg/ sqm).

24.3.2 Providing and fixing glazing in aluminium door, sqm 717.83 window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in charge.(cost of aluminium snap beading shall be paid in basic item.) with glass panes of 5.50mm thickness (weight not less than 13.75 kg/ sqm).

24.4 Providing and fixing double action hydraulic floor each 1212.61 spring of approved brand and manufacture (conforming to IS : 6315) for aluminium doors including cost of cutting floors as required, embedding in floors and cover plates etc. complete as per the direction of Engineer - in - charge.

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24.5 Providing and fixing anodised aluminium work (with kg 378.67 minimum 15 micron uniform anodic coating) consisting of tee / angle sections, of approved make conforming to IS: 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass / stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450 mm centre to centre and fixing the frame work to level adjusting hangers (6 mm dia. M.S. rods) with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer - in - charge (level adjusting hangers, ceiling cleats and expansion hold fastners to be paid for separately). 24.6 Providing and fixing level adjusting hangers of 6 mm each 112.39 dia. M.S. rods (upto 1200 mm length) fixed to roof slabs by means of M.S. angle ceiling cleats 40 x 40 x 5 mm size 40 mm long and expansion hold fastners 12.5 mm dia. 40 mm long including applying priming coat of zinc chromate yellow primer for steel members

24.7.1 Providing and fixing machine moulded anodised kg 307.34 aluminium covering of approved pattern and design, made out of 170mm wide machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4 mm dia. stem, 30 mm long and aluminium washers 2 mm thick, 15 mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete (anodising on the aluminium sheet and washers to be 15 micron thick) - made out of 170 mm wide anodised aluminium sheet 2.5 mm thick.

24.7.2 Providing and fixing machine moulded anodised kg 299.85 aluminium covering of approved pattern and design, made out of 170mm wide machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces / ceilings with full threaded, cadmium plated steel screws 4 mm dia. stem, 30 mm long and aluminium washers 2 mm thick, 15 mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and Mahe Page 321


providing expandable plastic sleeves in holes etc. complete (Anodising on the aluminium sheet and washers to be 15 micron thick) - made out of 210 mm wide anodised aluminium sheet 2.5 mm thick.

24.8 Providing and fixing Anodised Aluminium, miniumum kg 454.85 anodic coating of Grade AC 15 grill of required pattern / design over the doors, windows and ventilators., etc, including fixing ( but excluding the cost of the sections, which will be paid separately) as directed by the Engineer-in-charge.

24.9 Providing and fixing Anodised Aluminium sections of kg 317.86 AC grade 15 for fixing the grills for the doors / windows / ventilators etc., with necessary CP brass screws as directed by the Engineer-in-charge

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25 . Water Proofing Code Description Unit Rate

25.3 Providing and laying water proofing treatment to sqm 339.87 vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of : (i) First course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions. (ii) Second course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Third course of applying blown or residual bitumen applied hot at 1.7 kg.per sqm of area. (iv) Fourth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). 25.4.1 Providing and placing in position suitable PVC water metre 340.30 stops for construction /expansion joints between two R.C.C. members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. - serrated with central bulb (225 mm wide, 8-11 mm

25.4.2 Providing and placing in position suitable PVC water metre 305.50 stops for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete - dumb bell with central bulb (180mm wide, 8mm

25.4.3 Providing and placing in position suitable PVC water metre 534.21 stops for construction/expansion joints between two R.C.C. members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. - kickers (320 mm wide, 5 mm thick).

25.4.4 Supplying and fixing pvc water stops (fixostop/ fixopan metre 339.38 of type 150B having width of 150mm and wall thickness of 8mm to 10mm with ribs on either sides of top and bottom and with a bulb in the centre conforming to is 12200-1987 including conveyonce jointing materials etc. complete all as directed by the

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30 . Irrigation Code Description Unit Rate

30.1 Earth work in rough excavation and dressing up in cum 83.04 embankment for roads, flood banks, marginal banks and guide banks or filling up ground depression lead upto 50m and lift upto 1.5m in all kinds of soil(Payment shall be made based on levels). - bu manual means

30.2 Earth work in rough excavation, banking excavated cum 135.32 earth in layers not exceeding 20cm in depth, breaking clods watering rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks or filling up ground depression, lead upto 50m and lift upto 1.5m in all kinds of soil. The payment shall be based on levels.

30.3 Collection of earth and banking the earth in layers not cum 243.86 exceeding 20cm in depth breaking clods, watering, rolling each layers with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.

30.4 Banking available earth in layers not exceeding 20cm in cum 53.10 depth breaking clods, watering, rolling each layers with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.

30.5 Earth work in rough excavation and dressing up in cum 32.73 embankment by using machinery for roads, flood banks, marginal banks and guide banks or filling up ground depression within a initial lead of 50m and lift upto 6.0m in all kinds of soil(Payment shall be made based on levels).

30.6 Conveyence of excavated earth within a lead of 1KM cum 53.25 radius, beyond the initial lead of 50m and filling up in embankments for roads, flood banks, marginal banks Mahe Page 324


and guide banks etc., in all kinds of soils. The quantity of conveyed earth shall be calculated based on levels and the total quantity shall be reduced by 20% for the purpose of payment.

30.7 Supply of Quary rubbish including stacking to cum 85.96 department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge

30.8 Providing and fixing 110mm dia PVC pipe(4kg/cm2) metre 149.15 in weep holes including cement concrete 1:5:10( one cement 5 sand and 10 graded stone aggregate)and filling of pebbles etc., as directed by the Engineer-in-charge.

30.9 Supplying and placing in position HDPE cement bags bag 31.58 filled with sand for breach closing / diversion arrangement. The cost includes the cost of empty HDPE bags, labour charges for filling the bags and placing in position, removing the bags from site after completing the work etc., complete.

30.10 Removing and repacking of rough stone for revetment, cum 463.93 etc., complete.

30.11 Supplying with gravel for apron and rivetment. cum 497.89 30.12 Providing and laying brick block of size cum 3059.14 0.34x0.34x0.30mts. In C.M 1:4 (1 cement : 4 fine sand) using well burnt country bricks of class designation 35 for launching apron including the bed, laying to the required levels, slop etc., complete as directed by the Engineer -in-charge.

30.13 Providing and laying brick block of size cum 3059.14 0.34x0.34x0.23mts. In C.M 1:4 (1 cement : 4 fine sand) using well burnt country bricks of class designation 35 for apron and revetment including levelling the bed, laying to the required levels, slop etc., complete as directed by the Engineer -in-charge.

30.14 Dry stone pitching on slopes to required thickness and cum 1193.21 profile with hammer dressed granite stones having no side less than 15 cum for revetment works, preparing Mahe Page 325


surface etc., complete as directed by the Engineer - in - charge.

30.14L Cost of labour for stone pitching. Cum 620.94 30.15 Earth work in rough excavation over area not exceeding sqm 9.83 30cm thick and dressing up in embankment by using machinery for roads, flood banks, marginal banks and guide banks on filling up ground depression within a initial lead of 50m and lift upto 6m in all kinds of soil.

30.16 Demarcation of field boundaries to the tank site and hectare 1033.46 planting survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete. (The rate excludes the cost of survey stone)

30.17 Demarcation of field boundaries to the supply channels Rmt 9.54 and planting survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete. (The rate excludes the cost of survey stone)

30.18 Grouting the revetment not less than 15cm deep with sqm 195.06 cement concrete 1:5:10 (one cement, five sand , and ten graded stone aggregate of 12.50mm size) and pointing the same with 1:5 (one cement and five sand) to give an even and smooth surface)

30.19 Collection and supply of stone boulders at Various MT 330.23 weights including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone Mahe Page 326


boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Bedding layer after deducting 30% voids. Using 10mm to 50kg.

30.20 Collection and supply of stone boulders at Various MT 509.11 weights including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Core after deducting 30% voids.Using 5kg to 100kg.

30.20A Collection and supply of stone boulders at Various MT 509.11 weights including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation Mahe Page 327


of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Toe after deducting 30% voids.Using 100kg to 300kg.

30.20B Collection and supply of stone boulders at Various MT 509.11 weights including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Secondary layer after deducting 30% voids.Using 100kg to 300kg. 30.20C Collection and supply of stone boulders at Various MT 509.11 weights including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men Mahe Page 328


and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Armour layer after deducting 40% voids.Using 1.25 tonne to 2.00 tonne.

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ROAD WORK (MOST)

2 . Site Clearance and Dismantling Code Description Unit Rate

2.1.1 Cutting of trees including cutting of trunks, branches and each 142.00 removal of stumps including stacking of serviciable materials within a lead of 100 metres and earth filling in the depression /pit - girth from 300mm to 600mm. As per clause no 201 of MOST specification.

2.1.2 Cutting of trees including cutting of trunks, branches and each 281.44 removal of stumps including stacking of serviciable materials within a lead of 100 metres and earth filling in the depression/pit - girth above 600mm to 900mm.As per clause no 201 of MOST specification.

2.1.3 Cutting of trees including cutting of trunks, branches and each 709.98 removal of stumps including stacking of serviciable materials within a lead of 100 metres and earth filling in the depression\pit - girth above 900mm to 1800mm.As per clause no 201 of MOST specification.

2.1.4 Cutting of trees including cutting of trunks, branches and each 1182.96 removal of stumps including stacking of serviciable material within a lead of 100 metres and earth filling in the depression/pit - girth above 1800 mm to 2700 mm.As per clause no 201 of MOST specification.

2.1.5 Cutting of trees including cutting of trunks, branches and each 2833.86 removal of stumps including stacking of serviciable material within a lead of 100 metres and earth filling in the depression/pit - girth above 2700 mm. As per clause no 201 of MOST specification.

2.2 Clearing grass and removal of rubbish upto a distance of 50 hectare 11748.83 metres outside the periphery of the area cleared - by manual means. As per clause no 201 of MOST specification.

2.3.1A Clearing and grubbing road land including uprooting rank hectare 69993.00 vegitation, grass, brush shrubs, saplings and trees of girth upto 300 mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 100 metres from road boundry - in area of light jungle - by manual means. As per clause no 201 of MOST specification

2.3.2B Clearing and grubbing road land including uprooting rank hectare 104989.5 vegitation, grass, brush shrubs, saplings and trees of girth 0 upto 300 mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 100 Mahe Page 330


metres from road boundry - in area of thorney jungle - by manual means.As per clause no 201 of MOST specification. 2.3.2C Clearing and grubbing road land including uprooting rank hectare 4414.89 vegitation, grass, brush shrubs, saplings and trees of girth upto 300 mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 100 metres from road boundry - by mechanical means. As per clause no 201 of MOST specification.

2.4.1A Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 234.98 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and staking the serviceable material within a lead of 100 metres -lime concrete, cement concrete or lean mix concrete.As per

2.4.1B Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 469.95 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - cement concrete 1:4:8 or 1:5:10 mix. As per clause no 202 of MOST specification.

2.4.1C Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 704.93 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres cement concrete plain 1:3:6. As per clause no 202 of MOST

2.4.1D Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 1174.88 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - cement concrete plain 1:2:4 mix and precast cement concrete blocks. As per clause no 202 of MOST

2.4.1E Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 2616.41 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - reinforced cement concrete with cleaning, straightening and cutting of bars and separting out from R.C.C. As per Mahe Page 331


clause no 202 of MOST specification. 2.4.2A Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 409.29 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres dismantling brick/tile work in lime. As per clause no 202

2.4.2B Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 821.14 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - dismantling brick/tile work in cement mortar. As per clause no 202 of MOST specification.

2.4.2C Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 234.98 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - dismantling brick/tile in mud. As per clause no 202 of

2.4.2D Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 234.98 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres dry brick pitching or brick soling. As per clause no 202 of

2.4.3A Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 411.85 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres- dismantling stone masonry - rubble stone masonry in lime. As per clause no 202 of MOST specification.

2.4.3B Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 821.14 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - dismantling stone masonry - rubble stone masonry in cement mortar. As per clause no 202 of MOST specification.

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2 . Site Clearance and Dismantling Code Description Unit Rate 2.4.3C Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 234.98 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - dismantling stone masonry - rubble stone masonry in mud. As per clause no 202 of MOST specification.

2.4.3D Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 234.98 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - dismantling stone masonry - dry rubble masonry As per

2.4.3E Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 234.98 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - dismantling stone pitching/dry stone spalls. As per clause

2.4.3F Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 399.47 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres in wire crates including opening of crates and stacking crates material. As per clause no 202 of MOST specification.

2.4.4 Dismantling upto 1.5 metre in foundationand/or 1.5 metre cum 948.90 above ground level including tools and plants and scaffolding wherver necessary, sorting the dismantled material, disoposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - wood work wrought framed and fixed in frames of trusses upto a height of 5 metres above plinth level. As per clause no 202

2.4.5A.1 Dismantling upto 1.5 metre in foundation and/or 1.5 metre tonne 1208.97 above ground level including tools and plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metres - steel work in single section upto a height of 5 metres above plinth level ( riveted work where rivets are required to be cut shall be measured and paid separately ) - R.S. joists. As per clause no 202 of MOST specification.

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2.4.5A.2 Dismantling upto 1.5 metre in foundation and/or 1.5 metre tonne 741.79 above ground level including tools and plants and scafffolding wherever necessary, sorting the dismantled material, disposal of un-servicedable material and stacking the serviceable material within a lead of 100 metres - steel work in single section upto a height of 5 metres above plinth level (riveted work where rivets are required to be cut shall be measured and paid for separately) - channels, angles, tees and flats. As per clause no 202 of MOST

2.4.5B.1 Dismantling upto 1.5metre in foundation and/or 1.5metre tonne 1368.95 above ground level including tools & plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100metre - steelwork in built up sections in angles, tees, plates, and channels including all gusset plates, bolts, nuts, beading etc. including dismembering. As per clause no 202 of

2.4.5B.2 Dismantling upto 1.5metre in foundation and/or 1.5metre tonne 1174.88 above ground level including tools & plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100metres - steel work in built up sections in angles, tees, plates and channels including all gusset plates, bolts, nuts, beading etc., excluding dismembering. As per clause no 202 of

2.4.5C Dismantling upto 1.5metre in foundation and/or 1.5metre each 36.00 above ground level including tools & plants and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100metre - steel work in single section, built up section - extra for cutting rivets. As per clause no 202 of MOST specification.

2.4.6A.1 Dismantling upto 1.5 metre in foundation and/or 1.5 metre thousan 821.14 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metre - scraping of bricks dismantled from brick work in lime or cement. As per clause no 202 of MOST specification.

2.4.6A.2 Dismantling upto 1.5 metre in foundation and/or 1.5 metre thousan 293.08 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the Mahe Page 334


serviceable material within a lead of 100 metres - scraping of bricks dismantled from brick work in mud mortor. As per clause no 202 of MOST specification.

2.4.6B.1 Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 328.97 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable materials within a lead of 100 metre - stone from dismantled stone masonry in cement and lime mortar. As per clause no 202 of MOST specification.

2.4.6B.2 Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 69.22 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metre - stone from dismantled stone masonry in mud mortar. As per clause no 202 of MOST specification.

2.4.6C Dismantling upto 1.5 metre in foundation and/or 1.5 metre sqm 20.25 above ground level including t & p and scaffolding wherever necessary sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metre - plaster in lime or cement mortar. As per clause no 202 of MOST

2.4.7A Dismantling upto 1.5 metre in foundation and/or 1.5 metre metre 82.88 above ground level including t & p and scaffolding wherever necessary sorting the dismantled material, disposal of un-serviceable material and staking the serviceable material within a lead of 100 metre - removing hume pipes class NP-3 300mm to 600mm dia. As per clause

2.4.7B Dismantling upto 1.5 metre in foundation and/or 1.5 metre metre 99.10 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metre - removing hume pipes class NP-3 above 600mm to 900mm dia. As per clause no 202 of most specification.

2.4.7C Dismantling upto 1.5 metre in foundation and/or 1.5 metre metre 140.99 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the serviceable material within a lead of 100 metre - removing Mahe Page 335


hume pipes class NP-3 above 900mm dia. As per clause no 202 of most specification. 2.4A Scarifying including picking up scarified material and sqm 18.82 stacking of old serviciable material within a lead of 100 metres - top bituminous surface of surface dressing or premix carpet. As per clause no 501 of MOST specification.

2.4B Scarifying including picking up scarified material and sqm 37.92 stacking of old serviceable material within a lead of 100 metres - stone metal crust 50mm to 100mm thick with pick axes along with premix carpet/surface dressing. As per clause no 501 of MOST specification.

2.4C Scarifying including picking up scarified material and sqm 21.44 stacking of old serviceable material within a lead of 100 metres - stone metal crush 50mm to 100mm thick by road roller with scarifier alongwith 20mm premix carpet/surface dressing. As per clause no 501 of MOST specification.

2.4D Scarifying including picking up scarified material and sqm 18.87 stacking of old serviceable material within a lead of 100 metres kankar/gravel metal crust upto 150mm thick with pick axes. As per clause no 501 of MOST specification.

2.4E Scarifying including picking up scarified material and sqm 13.10 stacking of old serviceable material within a lead of 100 metres kankar/gravel metal crust upto 150mm thick with power roller with scarifier. As per clause no 501 of MOST

2.4F.1 Scarifying including picking up scarified material and sqm 42.35 stacking of old serviceable material within a lead of 100 metres bituminous coarse 50 to 75mm along with premix carpet and surface dressing but without disturbing the base - by manual means. As per clause no 501 of MOST

2.4F.2 Scarifying including picking up scarified material and sqm 21.35 stacking of old serviceable material within a lead of 100 metres bituminous coarse 50 to 75mm along with premix carpet and surface dressing but without disturbing the base - with road roller attached with scarifier. As per clause no 501 of MOST specification.

2.5 Marking 50mm x 50mm furrows at 45 degree to the centre sqm 2.12 line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and taking out material. As per clause no 404.3.1 of MOST

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3.1.1A Earthwork in excavation and filling in embankment - cum 60.60 earthwork excavation by manual means - where the lead of earthwork is upto 495 metres (when earth is taken from embankment cutting of from barrow pits) - earthwork in excavation exclusive of compensation of earth in ordinary soil - Kassi work undressed involving an average horizontal throw upto 2 metres and an average vertical lift upto 0.50 metre including breaking of clods. As per clause

3.1.1B Earthwork in excavation and filling in embankment - cum 78.79 earthwork excavation by manual means - where the lead of earthwork is upto 495 metres (when earth is taken from embankment cutting of from barrow pits) - earthwork in excavation exclusive of compensation of earth in ordinary soil - earthwork with combined lead upto 15 metres including breaking of clods. As per clause no 301 to 305

3.1.2 Earthwork in excavation and filling in embankment - cum 119.30 earthwork excavation by manual means - where the lead of earthwork is upto 495 metres (when earth is taken from embankment cutting of from barrow pits) - earthwork in excavation exclusive of compensation of earth in pick work (for hard soil). As per clause no 301 of MOST

3.1.3A Earthwork in excavation and filling in embankment - cum 296.02 earthwork excavation by manual means - where the lead of earthwork is upto 495 metres (when earth is taken from embankment cutting of from barrow pits) - earthwork in excavation exclusive of compensation of earth in blasting softrock. As per clause no 302 of MOST specification.

3.1.4 Earthwork in excavation and filling in embankment - cum 373.27 earthwork excavation by manual means - where the lead of earthwork is upto 495 metres (when earth is taken from embankment cutting of from barrow pits) - earthwork in excavation exclusive of compensation of earth in blasting in hard rock. As per clause no 302 of MOST specification.

3.1.5A Earthwork in excavation and filling in embankment - cum 589.27 earthwork excavation by manual means - where the lead of earthwork is upto 495 metres (when earth is taken from embankment cutting of from barrow pits) - earthwork in excavation exclusive of compensation of earth in chiseling/wedging out rock where blasting is prohibited in soft rock. As per clause no 302 of MOST specification.

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3 . Earth Work Code Description Unit Rate 3.1.5B Earth work in excavation and filling in embankment - earth cum 874.21 work excavation by manual means - where the lead of earth work is upto 495 metres [when earth is taken from embankment cutting or from barrow pits] - earth work in excavation exclusive of compensation of earth in chiselling/wedging out rock where blasting is prohibited - hard rock. As per clause no 302 of MOST specification.

3.1.6 Earth work excavation in soil unsuitable for road cum 72.72 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres. As per clause no 302 of MOST specification.

3.2.1 Earth work excavation in soil unsuitable for road cum 2.62 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when over all lead is upto 60 metres by manual means for ordinary soil - extra for every 7.5 metres additional lead beyond 15m but upto 60 metres.

3.2.2A Earth work excavation in soil unsuitable for road cum 34.88 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when over all lead is more than 60 metres by animal driven cart capacity 0.5 cum. as per clause no 302 of MOST

3.2.2B Earth work excavation in soil unsuitable for road cum 15.74 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when over all lead is more than 60 metres extra for every 7.5 metres additional lead but upto 60 metres. As per clause no

3.2.2C Earth work excavation in soil unsuitable for road cum 50.34 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when over all lead is more than 60 metres extra for every 7.5 metres additional lead but beyond 60 metre, but upto 300 metres. As per clause no 302 of MOST specification.

3.2.2D Earth work excavation in soil unsuitable for road cum 34.09 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when over all lead is more than 60 metres extra for every 7.5 Mahe Page 338


metres additional lead but beyond 300 metre, but upto 495 metres. As per clause no 302 of MOST specification.

3.2.3A Earth work excavation in soil unsuitable for road cum 126.51 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by manual means and carriage by tipper 5 tonnes capacity. - lead above 495 metres but upto 1 km. As per clause no 302 of MOST specification.

3.2.3B Earth work excavation in soil unsuitable for road cum 131.82 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by manual means and carriage by tipper 5 tonnes capacity lead for 2 km. As per clause no 302 of

3.2.3C Earth work excavation in soil unsuitable for road cum 136.08 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by manual means and carriage by tipper 5 tonnes capacity lead for 3 km. As per clause no 302 of

3.2.3D Earth work excavation in soil unsuitable for road cum/km 3.99 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by manual means and carriage by tipper 5 tonnes capacity lead for 4 km. to 10 km. As per clause no

3.2.3E Earth work excavation in soil unsuitable for road cum/km 3.72 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by manual means and carriage by tipper 5 tonnes capacity lead beyond 10 km. As per clause no 302

3.2.4A Earth work excavation in soil unsuitable for road cum 28.23 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 Mahe Page 339


metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by mechanical means. As per clause no 302 of MOST specification. 3.2.4B Earth work excavation in soil unsuitable for road cum 33.54 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by mechanical means lead for 2 km. As per clause no 302 of MOST specification.

3.2.4C Earth work excavation in soil unsuitable for road cum 37.79 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by mechanical means lead for 3 km. As per clause no 302 of MOST specification.

3.2.4D Earth work excavation in soil unsuitable for road cum/km 3.99 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by mechanical means lead for 4 km. to 10 km. As per clause no 302 of MOST specification.

3.2.4E Earth work excavation in soil unsuitable for road cum/km 3.72 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for ordinary soil - when lead of earth work is more than 495 metres - loading and unloading by mechanical means lead above 10 km. As per clause no 302 of MOST specification.

3.2.4F Earth work excavation in soil unsuitable for road cum 23.56 construction such as marshy soil including pumping out water, removal of the same and disposal within a lead of 15 metres - extra for additional lead for hard soil. As per clause no 302 of MOST specification.

3.3 Dressing of earth work including cutting and filling upto cum 31.58 15cm. As per clause no 302 of MOST specification.

3.4 Box cutting/trenching the sub grade to proper slope, sqm 0.76 camber and removing inequalities including removing the Mahe Page 340


stuff and depositing on the road side slopes (cutting of earth shall be paid separately in the respective item on the basis of classification of the excavation done by Engineer). As per clause no 302 of MOST specification.

3.6 Compaction of original ground with maximum of six passes sqm 3.45 of 8 to 10 tonnes power roller including filling in depression occuring during rolling. As per clause no 305.3.4 of MOST specification.

3.7.1 Extra for laying earth as per specification for compaction in cum 7.55 250mm thick loose layers and dressing but excluding rolling and watering by manual means when laying of earth in layers is done simultaneously with excavation of earth work. As per clause no 305.3.5 of MOST specification.

3.7.2 Extra for laying earth as per specification for compaction in cum 32.30 250mm thick loose layers and dressing but excluding rolling and watering by manual means when laying of earth in layers is done from stockpiles including breaking of clods and dressing. As per clause no 305.3.5 of MOST

3.7.3 Extra for laying earth as per specification for compaction in cum 17.29 250mm thick loose layers and dressing but excluding rolling and watering by mechanical means from earth in stockpiles. As per clause no 305.3.5 of MOST

3.7.4 Extra for watering the earth to bring the earth upto required cum 6.56 optimum moisture content by mechanical means - compacted earth. As per clause no 305.3.5 of MOST

3.7.5 Extra for rolling to specification with the use of vibratory cum 12.07 roller when earth is at suitable moisture contents with desired field density not less than 95% of maximum dry density (modified heavy proctor test). As per clause no 305.3.5 of MOST specification.

3.7.6 Extra for rolling to specification with the use of vibratory cum 15.09 roller when earth is at suitable moisture contents with desired field density not less than 100% of maximum dry density (modified heavy proctor test). As per clause no 305.3.5 of MOST specification.

3.7.7 Extra for rolling to specification with power roller when cum 5.44 earth is at suitable moisture contents with dry field density not less than 95% of maximum dry density (ordinary proctor test). As per clause no 305.3.3 of MOST Mahe Page 341


specification. 3.7.8 Extra for rolling to specification with power roller when cum 6.80 earth is at suitable moisture contents with dry field density not less than 100% of maximum dry density (ordinary proctor test) As per clause no 305.3.3 of MOST

3.8.1 Earth work in excavation in foundation trenches etc. not cum 157.36 exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipes/masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres - ordinary soil. As per clause no 304 of MOST specification.

3.8.2 Earth work in excavation in foundation trenches etc. not cum 236.04 exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipes/masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres - pick work (hard soil). As per clause no 304 of MOST specification.

3.8.3A Earth work in excavation in foundation trenches etc. not cum 424.39 exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipes/masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres - blasting work for soft rock. As per clause no 304 of MOST specification.

3.8.3B Earth work in excavation in foundation trenches etc. not cum 528.88 exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipes/masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres - blasting work for hard rock. As per clause no 304 of MOST specification.

3.8.4A Earth work in excavation in foundation trenches etc. not cum 918.86 exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipes/masonry, in 15cm layers with compaction including Mahe Page 342


disposal of all surplus soil, as directed within a lead of 30 metres - chiseling/wedging out of rock where blasting is prohibited - soft rock. As per clause no 304 of MOST specification.

3.8.4B Earth work in excavation in foundation trenches etc. not cum 1386.07 exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipes/masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres - chiseling/wedging out of rock where blasting is prohibited - hard rock (pick work). As per clause no 304 of MOST specification.

3.9.1 Earth filling with surplus soil excavated from foundation cum 98.88 and taken only from outside of building plinth in 15 cm. layers, including running watering and consolidation lead upto 30 metres - ordinary soil. As per clause no 304.3.7 of MOST specification.

3.9.2 Earth filling with surplus soil excavated from foundation cum 146.09 and taken only from outside of building plinth in 15 cm. layers, including running watering and consolidation lead upto 30 metres - hard soil (pick work). As per clause no 304.3.7 of MOST specification.

3.10.1 Earthwork in excavation in foundation trenches etc. in cum 125.96 drains and channels etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30 metres - ordinary soil. As per clause no

3.10.2 Earthwork in excavation in foundation trenches etc. in cum 188.93 drains and channels etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30 metres - hard soil (pick work). As per clause no 304.3.7 of MOST specification.

3.10.3A Earthwork in excavation in foundation trenches etc. in cum 339.66 drains and channels etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed Mahe Page 343


within a lead of 30 metres - blasting work soft rock. As per clause no 304.3.7 of MOST specification.

3.10.3B Earthwork in excavation in foundation trenches etc. in cum 423.29 drains and channels etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30 metres - blasting work hard rock. As per clause no 304.3.7 of MOST specification.

3.10.4A Earthwork in excavation in foundation trenches etc. in cum 735.41 drains and channels etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30 metres - chiselling/wedging out of rock (where blasting is prohibited) - soft rock. As per clause no

3.10.4B Earthwork in excavation in foundation trenches etc. in cum 1109.35 drains and channels etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation including disposal of surplus soil as directed within a lead of 30 metres - chiselling/wedging out of rock (where blasting is prohibited) - hard rock. As per clause no

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4 . Granular Sub-base Code Description Unit Rate

4.2D Providing and laying sand gravel mix 1:1 of 150mm cum 1120.29 consolidated thickness using 0.68cum of sand & 0.62cum of gravel for 1cum finished to a soaked CBR value of minimum 20 including cost and conveyance of sand and gravel to the work site and stacking to the standard departmental gauge for premeaurement, mixing the required quantities of sand and gravel, spreading watering and consolidation the mix by power roller rolling to achive the required proctor density including the labour charges for mixing, spreading, hire and fuel charges for power roller and all other tools and plants employed etc., complete. As per clause no 401 of MOT specification.

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6 . Bituminous Construction Code Description Unit Rate

6.1 Cleaning the existing W.B.M. road surface including sqm 9.50 removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 502.4.2 and 503.3.1 of MOST specification.

6.2 Cleaning of the existing black topped surfaces with sqm 2.37 brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.

6.3 Scarifying existing stone metal layer up to 75mm thick cum 1095.25 along with their bituminous surface, picking up scarified material and stacking of old serviceable material within a lead of 100m sequential spreading the salvage aggregates with fresh aggregates on prepared base and consolidating as per water bound macadam specification. As per clause no 404 of MOST specification.

6.5E.1 Providing and applying tackcoat on the prepared surface, sqm 13.74 heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm.

6.5F.1 Providing and applying tack coat on the prepared surface, sqm 26.97 heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.

6.5G.1 Providing and applying tack coat on the prepared surface, sqm 8.16 spraying the bitumen emulsion with spray set at 2.50kg/10sqm.As per clause 503 of Most specification.

6.5H.1 Providing and applying tack coat on the prepared surface, sqm 13.46 spraying the bitumen emulsion with spray set at 4.00kg/10sqm.As per clause 503 of Most specification.

6.11A Providing and laying open graded premix carpet with sqm 79.41 specified graded crushed aggregates for wearing course including loading of aggregates with f.e. loader, heating binder and aggregates in hot mix plant 30 to 40 tonne, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 to 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. As per

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6 . Bituminous Construction Code Description Unit Rate

clause no 509 of MOST specification. 6.11B Providing and laying open graded premix carpet 20mm sqm 83.78 thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.

6.11C Providing and laying open graded premix carpet of 25mm sqm 104.59 thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6-10 tonne laying manually and rolling with power roller 8-10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.

6.16 Providing and applying liquid seal coat, type `A' sqm 38.03 comprising of a layer of bituminous binder, followed by a cover of stone chipping of specified grading and rolling with power roller 8 to 10 tonne. As per clause no 513 of

6.17 Providing and applying premixed seal coat type `B' sqm 29.06 comprising of thin application of fine aggregate premix with bitumen binder in mini hot mix plant, carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST

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7 . Culverts Code Description Unit Rate

7.1A Cement concrete 1:4:8 mix with stone aggregate 40mm cum 2404.85 nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above

7.1B Cement concrete 1:3:6 mix with stone aggregates 20mm cum 2953.95 nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.

7.2 Plain cement concrete m-15 mix with stone aggregates cum 3450.59 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level.

7.3 Plain cement concrete m-15 mix with stone aggregates cum 3530.74 20mm nominal size mechanically mixed and vibrated in superstructure upto 4.00 metre above, 1.50 metre from ground/bed level.

7.4 Reinforced cement concrete m-20 mix with stone aggregate cum 4952.64 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid

7.5 Reinforced cement concrete m-20 mix with stone aggregate cum 4632.59 20mm nominal size mechanically mixed and vibrated for bed plates exlcuding steel reinforcement, but including centering and shuttering, laid in position.

7.6C Steel reinforcement for R.C.C. works including bending, Tonne 43581.75 binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL).

7.7 First class brick in cement mortar 1:3 upto a depth of 1.50 cum 3028.07 metres below ground and above 1.50 from bed/ground

7.8 Extra for brick work in superstructure upto a height of 4 cum 121.14 metres or part thereof above 1.5 metre from bed/ground

7.9 Brick or edge flooring with 1st class bricks including sqm 328.51 cement slurry in cement sand mortar 1:4.

7.10 Coursed rubble stone masonry in cement sand mortar 1:3 in cum 3209.95 foundation upto a depth of 1.50 metres and also 1.50 metres above ground/bed level.

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7 . Culverts Code Description Unit Rate 7.11 Extra for coursed rubble stone masonry in superstructure cum 166.74 upto a height of 4 metres or part thereof above 1.50 metres from ground/bed level.

7.12 Randum rubble masonry (coursed) in cement sand mortar cum 2892.38 1:3 in foundation upto a depth of 1.50 metres and 1.50 above ground/bed level.

7.13 Extra for random rubble masonry (coursed) in cement sand cum 166.74 mortar 1:3 in superstructure upto a height of 4 metres or part thereof, 1.50 from ground or bed level.

7.14 Cement pointing 1:2 deep variety (cut or weather) on brick sqm 72.99 and tile work.

7.15 Cement pointing 1:2 flush on brick on edge floor. sqm 70.35 7.16 Cement plaster 12mm thick in cement mortar 1:3 sqm 98.71 7.17 Laying reinforced cement concrete pipes NP-3 for culverts metre 3683.36 including pointing ends and fixing collar with cement mortar 1:2 - 900mm dia.

7.18 Laying reinforced cement concrete pipes NP-3 for culverts metre 4801.70 including pointing ends and fixing collar with cement mortar 1:2 - 1200mm dia.

7.19 Rubble stone laid in cement sand mortar 1:3 in flooring. cum 2334.31 7.20 Dry boulder pitching in flooring. cum 1040.45 7.21A Providing and filling in foundation trenches and at the cum 1342.69 back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Good local sand

7.21B Providing and filling in foundation trenches and at the cum 796.64 back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Selected granular material in filling.

7.21C Providing and filling in foundation trenches and at the cum 929.96 back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Filter media behind abutment wing and return wall.

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7.22 Making and filling expansion joints with bitumen filler metre/c 1.25 (bitumen 40 percent, asbestos 5 percent and sand 55%) 12mm wide.

7.23A Providing and fixing premoulded bitumen joint filler, for metre/c 3.76 expansion joints including the cost of sealing compound and priming coat - 12 mm wide

7.23B Providing and fixing prmoulded bitumen joint filler, for metre/c 6.25 expansion joints including the cost of sealing compound and priming coat - 25 mm wide.

7.24 Reinforced cement concrete M30 mix with minimum cement cum 5128.42 content 450 kg /cum using stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in position.

7.28 Boring, providing and installing bored cast -in-situ metre 4857.36 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -1000 mm dia pile. 7.29 Boring, providing and installing bored cast -in-situ metre 2737.48 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of

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dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -750 mm dia pile.

7.30 Bored/cast-in-situ R.C.C.piles for load test assume: Initial mt 366.63 & routine test per tonne.

7.31 Bored/cast-in-situ R.C.C.piles for load testing assume: mt 366.63 lateral load testing

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8 . Traffic and Transportation Code Description Unit Rate

8.1 Precast cement concrete M15 kerb of size 42.5cm x 10cm metre 249.04 including fixing at site.

8.2A Reinforced cement concrete M-15 kilometre stone of each 1602.80 standard design fixed in position including painting and printing letters etc. - 5th km. stone.

8.2B Reinforced cement concrete M-15 kilometre stone of each 997.92 standard design fixed in position including painting and printing letters etc. - Ordinary kilometre stone.

8.3 Reinforced cement concrete M-15 stone 200 metres of each 176.68 standard design fixed in position including fixing but excluding painting.

8.4 Reinforced cement concrete M-15 boundary pillars of each 650.92 standard design, fixed in position including finishing but excluding painting.

8.5 Painting two coats after filling the surface with synthetic sqm 43.43 enamel paint in all shades on new plastered concrete

8.6A Painting new letters and figures of any shade with synthic Per 1.21 enamel paint black or any other approved colour to give an let/Per cm even shade - Hindi (matras commas and the like not to be ht measured and paid for half letters shall be counted as half)

8.6B Painting new letters and figures of any shade with synthic Per 0.86 enamel paint black or any other approved colour to give an let/Per cm even shade - English and Roman (hyphens and the like ht. not to be measured and paid for)

8.7A Painting lines, dashes, arrows etc. on roads in two coats sqm 86.78 work with ready mixed road marking paint, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved - over 10cm in width (white and yellow)

8.7B Painting lines, dashes, arrows etc. on roads in two coats sqm 91.05 work with ready mixed road marking paint, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved -

8.9A Painting and printing letters on kilometre stones with each 636.20 synethic enamel paint - 5th kilometre stone.

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8 . Traffic and Transportation Code Description Unit Rate 8.9B Painting and printing letters on kilometre stones with each 340.40 synethticenamel paint - Ordinary kilometre stone.

8.9C Painting and printing letters on kilometre stones with each 23.43 synethticenamel paint - Painting and printing letters on 200 km. stone.

8.10 Providing and fixing R.C.C. "KEEP LEFT" sign board of each 3428.42 standard design including two or more coats with white zinc paint over a priming coat and lettering with black

8.11.1 Providing and fixing R.C.C name board of standard design each 1299.45 including painting two or more coats with white zinc paint over priming coat - rectangular with post.

8.11.2 Providing and fixing R.C.C name board of standard design each 1981.67 including painting two or more coats with white zinc paint over priming coat - Flat without post for one

8.11.3 Providing and fixing R.C.C name board of standard design each 2117.14 including painting two or more coats with white zinc paint over priming coat - Flat without post for two

8.12 Engraving letters in hard stone. (unit=per cm height per unit 2.25 8.13 Providing and fixing 15 x 15 x 90 cm boundary stone of each 78.28 hard stone with top 30 cm chisel dressed on all four sides and on top (cost of excavation, refilling and concrete etc. to be paid for seperately).

8.14 Providing and fixing 15 cm dia at top and 20 cm at bottom each 302.31 90 cm high precast reinforced cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) boundary stone as per standard design including finishing smooth with cement mortar 1:3 ( 1 cement : 3 fine sand) (cost of excavation, refilling and

8.15.1 Providing and fixing precast reinforced cement concrete each 951.15 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design including finishing smooth with cement mortar 1:3 ( 1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for seperately - 35 x 111 x 25 cm size.

8.15.2 Providing and fixing precast reinforced cement concrete each 1651.57 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design Mahe Page 353

8 . Traffic and Transportation Code Description Unit Rate

including finishing smooth with cement mortar 1:3 ( 1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for seperately - 50 x 152.5 x 25 cm size.

8.15.3 Providing and fixing precast reinforced cement concrete each 628.89 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design including finishing smooth with cement mortar 1:3 ( 1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for seperately - 35 x 93.5 x 18 cm size.

8.18 Marking on road with hot thermoplastic paint 3mm thick sqm 590.00 including transporting, labour charge, heating and applying paint by using machine etc., complete.

8.19 Supplying and fixing of TATA BP Solar powered road each 3888.50 studs of self illuminating type Uni directional Red including fixing etc. complete as directed by the engineer

8.20 Tile work in skirting raising of steps and dado (upto 2m Sqm 871.80 height ) over 12mm thick bed of cement mortar 1:3 (1 cement : 3 sand ) end jointed with grey cement slurry at 3.3kg /1sqm , including grooves joints 10mm wide and 10mm deep on all sides of tiles etc., complete flamed granite

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9 . Horticulture Code Description Unit Rate

9.1 Supply at site of work well decayed farm yard manure, from cum 59.99 any available source, approved by the engineer-in-charge including screening and stacking - supply of manure duly screened, carriage loading, unloading and stacking at site.

9.2 Supplying at site of work/store deoiled neem cake duly qtl 777.70 packed in used gunny bags.

9.3 Supplying sludge duly stacked at site/store. cum 14.40 9.4 Trenching in ordinary soil upto a depth of 60 cm including cum 23.81 removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50 meters and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and farm yard manure before and after flooding trench with water (excluding cost of imported earth and sludge or

9.5 Rough dressing the trenched ground including breaking of sqm 0.45 clods.

9.6 Uprooting weeds from the trenched area after 10 to 15 days sqm 2.40 of its flooding with water including disposal of uprooted vegetation.

9.7 Fine dressing the ground. sqm 1.12 9.8 Spreading of sludge farm yard manure or/and good earth in cum 15.76 required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately).

9.9 Mixing earth and sludge or farm yard manure in proportion cum 11.23 specified or as directed.

9.10A Grassing with `doob' grass including watering and sqm 2.60 maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed - in rows of

9.10B Grassing with `doob' grass including watering and sqm 4.40 maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed - in rows of

9.11 Uprooting rank vegetation and weeds by digging the area sqm 22.09 to a depth of 60cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough Mahe Page 355


dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 9.12 Filling mixture of earth and sludge farm yard manure in the cum 5.62 desired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge or farm yard manure and labour for mixing not included in this rate).

9.13 Turfing slopes of old banks with rough grassing including sqm 6.47 preparation of ground, supplying and planting doob grass roots, 15cm apart, supplying and spreading farm yard manure at the rate of 0.18 cum per 100 sqm and loosening soil with kassi.

9.14 Turfing slopes of new banks, with rough grassing sqm 5.10 including preparation of ground supplying and planting doob grass roots at 15cm apart, supplying and spreading farm yard manure at the rate of 0.18cum per 100sqm and

9.15 Making lawns including ploughing and dragging with sqm 4.59 swagha breaking of clods, removal of rubbish, dressing and supplying doob grass roots, and planting at 15cm apart, including supplying and spreading of farm yard manure at the rate of 0.18cum per 100sqm.

9.16 Maintenance of lawns or turfing of slopes (rough grassing), sqm 18.88 for a period of one year including watering etc.

9.17 Turfing lawns with fine grassing including ploughing, sqm 6.93 dressing including breaking of clods, removal of rubbish, dressing and supplying doob grass roots at 10cm apart, including supplying and spreading of farm yard manure at the rate of 0.60cum per 100sqm.

9.18 Maintenance of lawns with fine grassing for the first year sqm 21.84 including watering etc.

9.19 Planting permanent hedges including digging of trenches, metre 164.61 60cm wide and 45cm deep, refilling the excavated earth mixed with farm yard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30cm apart.

9.20 Maintaining the hedges for the first two years including metre 89.79 watering etc. Complete.

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9.21A Digging holes in all kinds of soil, and refilling the same, each 57.57 with the excavated earth, mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately) - hole 1.2 metres dia and 1.2 metres deep.

9.21B Digging holes in all kinds of soil and refilling the same each 27.78 with the excavated earth, mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately) - hole 0.60 metre dia and 0.60 metre deep.

9.22A Planting plants and shrubs in central verge. metre 6.67 9.22B Maintenance of plants and shurbs in central verge for one metre 181.50 9.22C Planting plants and shrubs in central verge - running metre 0.94 metre length of road where width of central verge is less than 3.00 metres with one row of 400 shurbs and 100 tree plants in a length of 1 km.

9.23 Renovating lawns including, weeding, cheeling the grass, sqm 11.49 forking the ground, top dressing with forked soil, watering and maintaining the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed including supplying good earth if needed but excluding the cost of well decayed

9.24 Half brick circular tree guard in 2nd class bricks internal each 900.67 dia 1.25 metres and height 1.2 metres above ground and 0.2 metre below ground bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 sand) and the intermediate courses being in dry honey comb masonry as per design complete.

9.25 Edging with 2nd class bricks, laid dry lengthwise, metre 19.99 including excavation refilling, consolidating with ahdn packing and spreading nearly surplus earth within a lead

9.26 Making tree guard 53cm dia and 1.3m high as per design each 274.97 from empty bitumen drums (supplied by the department at stock issue rate) including providing and fixing 2 nos. m.s. sheet rings 50x0.5mm with rivets, complete in all respects.

9.27 Making tree guard 53cm dia and 2m high as per design from each 870.12 empty bitumen drums (supplied by the department at stock issue rate) including providing and fixing four legs 40cm long of 30x3mm m.s.flat riveted to tree guard and providing and fixing 2 nos. m.s. sheet rings 50x0.5mm with rivets

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complete in all respects.

9.28 Wrought iron and mild steel welded work (using flats, qtl 4650.04 square bars, tees and channel grills, grating frames, gates and tree gaurds of any size and design etc. including cost of screens and welding rods or bolt, and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.

9.29 1.2 metres high fencing with 1.65 metres posts placed at metre 19.67 every 2.5 to 3 metres apart embeded in cement concrete blocks and every tenth post to be strutted, provided with 4 horizontal lines of GI barbed wire, weighing 9.34 kg. per 100 metres (minimum) and fixed with G.I staples, ties to 6mm bar with binding wire or by providing cut, including drilling holes in the post complete (excluding the cost of post, earthworks and concrete which is payable extra in the

9.31 Providing and planting of Travelers Palms less than 1m each 166.65 9.32 Providing and planting of Areca Palms with 1m height each 83.33 9.33 Providing lawn (Korean Grass) of covered area 1:2 sqm 119.54 including supplying red earth, manure, river sand, labour charges for ground preparation, manure transporting etc., complete as directed by the engineer - in - charge and maintaining for 3 (three) months.

9.34A Supplying and planting and maintaining Mascarena each 444.40 Vershaffelti - 5 feet height decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in -

9.34B Supplying and planting and maintaining X' mas tree each 222.20 decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34C Supplying and planting and maintaining Golden ficus - 3 each 133.32 feet height decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

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9 . Horticulture Code Description Unit Rate 9.34D Supplying and planting and maintaining Junipers each 138.88 decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34E Supplying and planting and maintaining Ficus Benjamina each 99.99 decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34F Supplying and planting and maintaining Plumaria each 277.75 decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34G Supplying and planting and maintaining Furcreae each 133.32 decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34H Supplying and planting and maintaining Adenium 3 feet each 444.40 height decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34I Supplying and planting and maintaining Thuja decorative each 88.88 plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.34J Supplying and planting and maintaining Ravenala each 388.85 Madagascariensis decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in -

9.34K Supplying and planting and maintaining each 138.88 Chrysalidocarpus lutescens decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in -

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9.34L Supplying and planting and maintaining Pandanas each 138.88 Variegated decorative plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by the engineer - in - charge.

9.35 Supplying , planting and maintaining various type of each 66.66 flowering shrubs around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three) months etc., complete as directed by engineer - in - charge.

9.36A Supplying, Planting and maintaining Lantana camara (1' each 44.44 height - 6 months) of border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in-

9.36B Supplying, Planting and maintaining Duranta ( 1' height - each 8.89 3 months) of border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in- charge.

9.36C Supplying, Planting and maintaining Ixora chinensis Red each 44.44 & Pink ( 3' height - 7 months) of border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in-

9.36D Supplying, Planting and maintaining Alamanda ( 1' each 16.67 height - 3 months) of border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in-

9.36E Supplying, Planting and maintaining Golden Duranta (1' each 8.89 height) of border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in- charge.

9.36F Supplying, Planting and maintaining Clerodendurm of each 8.89 border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in- charge.

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9.36G Supplying, Planting and maintaining Lantana Yellow of each 13.33 border plants around the site including cost of materials and all labour charges for ground preparation manuring and maintaining for 3 (Three months) etc., complete as directed by the engineer - in- charge.

9.37A Supplying the cement pots at the site including each 66.66 transportation and all labour charges etc complete as directed by the engineer - in - charge

9.37B Supplying the Mud pots at the site including each 22.22 transportation and all labour charges etc complete as directed by the engineer - in - charge

9.38 Providing and Planting Flower beds sqm 66.66 9.39 Providing and Planting of flowering and non-flowering each 138.88 9.40 Providing and laying of shade grass sqm 22.22 9.41 Providing and laying of Ornamental shrubs each 77.77 9.42 Providing of potted plants of height not less than 1.20mt each 166.65 9.43 Supplying and laying Mexican Carpet grass in 60cm x each 277.75 60cm size

9.44B Supplying and planting Adenium Obejem 2 feet height of each 222.20 well developed exotic plants in mud pots

9.45 Supplying and planting different Varieties of well sqm 388.85 developed shurbs and ground covers in Mud pot or paly

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ROAD WORK (MORTH)

4 . Granular Sub-base(As per MORTH) Code Description Unit Rate

4.1A.1 Construction of granular sub-base by providing close cum 1083.99 graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.

4.1A.2 Construction of granular sub-base by providing close cum 1139.46 graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material.

4.1A.3 Construction of granular sub-base by providing close cum 1049.40 graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading III material.

4.1B.1 Construction of granular sub-base by providing close cum 1007.41 graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by mix in place method - for grading I material.

4.1B.2 Construction of granular sub-base by providing close cum 1062.88 graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading II material. Mahe Page 362


4.1B.3 Construction of granular sub-base by providing close cum 972.81 graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading III material.

4.2.1 Construction of granular sub-base by providing coarse cum 1052.92 graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading I material.

4.2.2 Construction of granular sub-base by providing coarse cum 1138.25 graded meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading II material.

4.2.3 Construction of granular sub-base by providing coarse cum 987.89 graded meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading III material.

4.3A Laying and spreading available soil in the sub-grade on cum 125.11 a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by mechanical means. (As per MoRTH specification, 4th Revision)

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4 . Granular Sub-base(As per MORTH) Code Description Unit Rate 4.3B Laying and spreading available soil in the sub-grade on cum 129.52 a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by manual means. (As per MoRTH specification, 4th Revision)

4.4 Providing, Laying and spreading soil on a prepared cum 163.65 sub-grade, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime with minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 percent of the maximum dry density to form a layer of sub-base. (As per MoRTH specification, 4th Revision)

4.5 Providing, Laying and spreading soil on a prepared cum 482.21 sub-grade, pulverising, adding the designed quantity of cement to the spread soil ,mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base / base. (As per MoRTH specification,

4.6.1 Providing, Laying and spreading material on a prepared cum 1486.57 sub-grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. Grading of material for sub-base course. (As per MoRTH specification, 4th Revision)

4.6.2 Providing, Laying and spreading material on a prepared cum 1424.35 sub-grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. Grading of material for base course. (As per MoRTH specification, 4th Revision)

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4.7 Making 50 x 50mm furrows, 25mm deep 45 degree to sqm 2.52 the centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead. (As per MoRTH specification, 4th

4.8 Construction of inverted choke by providing, laying, cum 1251.70 spreading and compacting screening B type / coarse sand of specified grade in uniform layer on a prepared surface with motorgrader and compacting with power roller etc. (As per MoRTH specification, 4th Revision)

4.9.1.1A Providing, laying, spreading and compacting stone Cum 1043.37 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.9.1.1B Providing, laying, spreading and compacting stone Cum 936.71 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.9.1A Providing, laying, spreading and compacting stone cum 1159.63 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required Mahe Page 365


density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.9.1B Providing, laying, spreading and compacting stone cum 1052.97 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.9.2.1A Providing, laying, spreading and compacting stone Cum 945.60 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2.1B Providing, laying, spreading and compacting stone Cum 1040.43 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2.1C Providing, laying, spreading and compacting stone Cum 933.74 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, Mahe Page 366


hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.9.2A Providing, laying, spreading and compacting stone cum 1061.86 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2B Providing, laying, spreading and compacting stone cum 1156.69 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2C Providing, laying, spreading and compacting stone Cum 1050.00 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel Mahe Page 367


screening. (As per MoRTH specification, 4th Revision)

4.9.3.1A Providing, laying, spreading and compacting stone Cum 1218.35 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.9.3.1C Providing, laying, spreading and compacting stone Cum 1135.38 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision) 4.9.3A Providing, laying, spreading and compacting stone Cum 1334.61 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.9.3C Providing, laying, spreading and compacting stone Cum 1251.64 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and Mahe Page 368


brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.10A Breaking and crushing of material obtained by breaking cum 146.05 damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using Vibratory roller. (As per MoRTH specification, 4th Revision)

4.10B Breaking and crushing of material obtained by breaking cum 138.06 damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using smooth 3 wheeled steel roller. (As per MoRTH specification, 4th Revision)

4.11 Spraying of bitumen over cleaned dry surface of crushed sqm 17.15 cement concrete base at the rate of 25kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per Clause 506.3.8. of MoRTH specification, 4th Revision

4.12A Providing, laying, spreading and compacting graded cum 1130.88 stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller. (As per MoRTH specification, 4th Revision) Mahe Page 369


4.12B Providing, laying, spreading and compacting graded cum 1127.67 stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density (As per MoRTH specification, 4th Revision)

4.13 Construction of Median and island above road level cum 106.28 with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 of MoRTH specification, 4th Revision

4.14 Construction of Median and island above road level cum 122.61 with approved material brought from borrowpits, spread, sloped and compacted as per clause 407 of MoRTH specification, 4th Revision.

4.16 Construction of footpath / separator by providing a sqm 774.25 150mm compacted granular sub-base as per clause 401 and 25mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortor 1:3 including provision of all drainage arrangements but excluding kerb channel. (As per MoRTH specification, 4th Revision)

4.17A.1 Providing crushed stone aggregates, depositing on a cum 960.22 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mix in place method - For 53mm maximum size.

4.17A.2 Providing crushed stone aggregates, depositing on a cum 1043.06 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / Mahe Page 370


base - by mix in place method - For 45mm maximum size.

4.17B.1 Providing crushed stone aggregates, depositing on a cum 650.92 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mixing plant - For 53mm maximum size.

4.17B.2 Providing crushed stone aggregates, depositing on a cum 702.69 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mixing plant - For 45mm maximum size.

4.18 Construction of sub-base using lime - flyash admixture cum 101.62 with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 percent, flyash to conform to gradation as per clause 4.3 of IRC:88-1984, lime + flyash content ranging between 10 to 30 percent, the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5 kg/sq.cm. and 25 percent respectively, all as specified in IRC:88-1984. (As per MoRTH specification, 4th Revision)

4.91.1A Providing, laying, spreading and compacting stone Cum 1035.38 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

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4.91.1B Providing, laying, spreading and compacting stone Cum 928.72 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.91A Providing, laying, spreading and compacting stone Cum 1151.64 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.91B Providing, laying, spreading and compacting stone Cum 1044.98 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision) 4.92.1A Providing, laying, spreading and compacting stone Cum 937.61 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting Mahe Page 372


to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1B Providing, laying, spreading and compacting stone Cum 1032.44 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1C Providing, laying, spreading and compacting stone Cum 925.75 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.92A Providing, laying, spreading and compacting stone Cum 1053.87 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.92B Providing, laying, spreading and compacting stone Cum 1148.70 aggregates of specific sizes to water bound macadam Mahe Page 373


specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening / gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.92C Providing, laying, spreading and compacting stone Cum 1042.01 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) 4.93.1A Providing, laying, spreading and compacting stone Cum 1210.36 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.93.1C Providing, laying, spreading and compacting stone Cum 1127.39 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by Mahe Page 374


mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.93A Providing, laying, spreading and compacting stone Cum 1326.62 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

Mahe Page 375

5 . Base & Bituminous Construction(As per MORTH) Code Description Unit Rate

5.1 Providing and applying primer coat with bitumen sqm 15.16 emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

5.2 Providing and applying tack coat with bitumen sqm 5.70 emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

5.3A Providing and laying bituminous macadam with hot cum 3880.84 mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen 60/70 grade.

5.3B Providing and laying bituminous macadam with hot cum 3853.32 mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.

5.5 Providing, laying and rolling of built-up spray grout sqm 163.30 layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross-section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)

Mahe Page 376

5 . Base & Bituminous Construction(As per MORTH) Code Description Unit Rate 5.6A Providing and laying dence graded bituminous cum 4175.39 macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I materials.

5.6B Providing and laying dence graded bituminous Cum 4212.99 macadam with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.

5.7A Providing and laying semi-dense bituminous concrete Cum 4683.42 with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade. 5.7A.1 Providing and laying semi-dense bituminous concrete Cum 4951.73 with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to Mahe Page 377


achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen CRMB

5.7B Providing and laying semi-dense bituminous concrete Cum 4819.02 with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen 60/70 grade. 5.7B.1 Providing and laying semi-dense bituminous concrete Cum 4964.00 with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen CRMB 5.8A Providing and laying bituminous concrete with HMP Cum 4711.23 of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material.

5.8B Providing and laying bituminous concrete with HMP Cum 4694.66 of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with Mahe Page 378


bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.

5.9A Providing and laying surface dressing as wearing course Sqm 44.04 in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 19mm nominal chipping size. (As per MoRTH specification, 4th Revision)

5.9B Providing and laying surface dressing as wearing course Sqm 28.59 in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 13mm nominal chipping size. (As per MoRTH specification, 4th Revision)

5.10A Providing, laying and rolling of open graded premix Sqm 69.69 surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 40 to60 tonne/hour. (As per MoRTH specification, 4th Revision)

5.10B Providing, laying and rolling of open graded premix Sqm 78.72 surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 Mahe Page 379


tonne capacity, finished to required level and grades - Open graded premix surfacing using cationic bitumen emulsion. (As per MoRTH specification, 4th Revision)

5.11A Providing, laying and rolling of close-graded premix Sqm 84.42 surfacing materials of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type A materials. (As per MoRTH

5.11B Providing, laying and rolling of close-graded premix Sqm 80.11 surfacing materials of 20mm thickness composed of 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type B materials. (As per MoRTH

5.12A Providing and laying seal coat sealing the voids in a Sqm 30.80 bituminous surface laid to the specified levels, grades and cross fall using Type A seal coat. (As per MoRTH specification, 4th Revision)

5.12B Providing and laying of premix sand seal coat with Sqm 25.48 HMP of appropriate capacity not less than 40 to 60 tonne/hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade - Type B (As per MoRTH specification, 4th Revision)

5.12C Extra for supply & mixing of waste plastic chips of Kg 24.78 4.35mm nominal size (Plastic chips cut from used carry bags tea cups and other plastic covers etc. including cost of material charges, loading, unloading weighing in electronic weigh bridge etc. complete as directed by the engineer - in- charge.

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BRIDGE WORK (MORTH)

12 . Foundation Code Description Unit Rate

12.1.1A.1 Earth work in excavation for foundation of structures as per cum 101.69 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary Soil - Manual Means - Depth upto 3 metres

12.1.1A.2 Earth work in excavation for foundation of structures as per cum 130.74 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary Soil - Manual Means - 3 metres to 6 metres depth.

12.1.1A.3 Earth work in excavation for foundation of structures as per cum 174.32 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Manual Means - Depth above 6 metres

12.1.1B.1 Earth work in excavation for foundation of structures as per cum 51.35 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - Depth upto 3 metres

12.1.1B.2 Earth work in excavation for foundation of structures as per cum 58.68 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - 3 metres to 6 metres depth.

12.1.1B.3 Earth work in excavation for foundation of structures as per cum 71.69 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - above 6 metres depth.

12.1.2A Earth work in excavation for foundation of structures as per cum 145.26 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary

Mahe Page 381


rock - Manual Means - depth upto 3 metres

12.1.2B Earth work in excavation for foundation of structures as per cum 65.23 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary rock - Mechanical Means - depth upto 3 metres

12.1.3A Earth work in excavation for foundation of structures as per cum 405.06 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Hard rock (Requiring Blasting) - Manual Means

12.1.4A Earth work in excavation for foundation of structures as per cum 166.72 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Hard rock (Blasting prohibited) - Mechanical Means

12.1.5A Earth work in excavation for foundation of structures as per cum 342.52 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Marshy soil - Manual Means

12.1.5B Earth work in excavation for foundation of structures as per cum 95.81 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Marshy soil - Mechanical Means

12.1.6 Earth work in excavation for foundation of structures as per cum 211.92 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Backfilling in Marshy Foundation Pits

12.3 Sand filling in foundation trenches as per drawing and cum 1586.38 technical specification

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12.4 Plain Cement Concrete 1:3:6 nominal mix in foundation cum 3420.22 with crushed stone aggregate 40 mm nominal size mechancially mixed, placed in foundation and compacted by vibration including curing for 14 days

12.5 Brick Masonry in Cement Mortar 1:3 in foundation cum 3967.78 complete excluding Pointing and Plastering, as per drawing and technical specifications.

12.6 Cement Mortar 1:3 (1 Cement : 3 sand) cum 4762.30 12.7A Stone Masonry work in cement mortar 1:3 in foundation cum 3361.75 complete as per drawing and Technical specifications - Square rubble coursed rubble masonry (First sort)

12.7B Stone Masonry work in cement mortar 1:3 in foundation cum 3306.82 complete as per drawing and Technical specifications - Random rubble masonry (coursed / uncoursed)

12.8A Plain cement concrete in open foundation complete as per cum 4004.83 drawing and technical specifications - PCC Grade M15 with a minium cement content of 275 kg / cum

12.8B Plain cement concrete in open foundation complete as per cum 4529.11 drawing and technical specifications - PCC Grade M20 with a minimum cement content of 344 kg / cum

12.8C.1 Reinforced cement concrete in open foundation complete as cum 4706.76 per drawing and technical specifications - RCC Grade M20 with a minimum cement content 347 kg / cum - Using concrete mixer

12.8C.2 Reinforced cement concrete in open foundation complete as cun 4280.94 per drawing and technical specifications - RCC Grade M20 with a minimum cement content of 347 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump

12.8D.1 Plain cement concrete in open foundation complete as per cum 4876.99 drawing and technical specifications - PCC Grade M25 with a minimum cement content of 400 kg / cum - Using Concrete Mixer

12.8D.2 Plain cement concrete in open foundation complete as per cum 4454.89 drawing and technical specifications - PCC Grade M25 with a minimum cement content of 400 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump

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12 . Foundation Code Description Unit Rate 12.8E.1 Reinforced cement concrete in open foundation complete as cum 5058.54 per drawing and technical specifications - RCC Grade M25 with a minimum cement content of 403 kg / cum - Using Concrete Mixer

12.8E.2 Reinforced cement concrete in open foundation complete as cum 4633.74 per drawing and technical specifications - RCC Grade M25 with a minimum cement content of 403 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump

12.8F.1 Plain cement concrete in open foundation complete as per cum 4904.05 drawing and technical specifications - PCC Grade M30 with a minimum cement content of 405 kg / cum - using Concrete Mixer

12.8F.2 Plain cement concrete in open foundation complete as per cum 4494.91 drawing and technical specifications - PCC Grade M30 with a minimum cement content of 405 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump

12.8G.1 Reinforced Cement Concrete in open foundation complete cum 5067.91 as per drawing and technical specifications - RCC Grade M30 with a minimum cement content of 407 kg / cum - Using Concrete Mixer

12.8G.2 Reinforced Cement Concrete in open foundation complete cum 4645.21 as per drawing and technical specifications - RCC Grade M30 with a minimum cement content of 407 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump

12.8H.1 Reinforced Cement Concrete in open foundation complete cum 5142.12 as per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using Concrete Mixer

12.8H.2 Reinforced Cement Concrete in open foundation complete cum 4721.47 as per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump

12.11C.4.1 Plain Cement Concrete, in Well Foundation complete as cum 5123.19 per Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg / cum - Using Concrete Mixer

12.11C.4.2 Plain Cement Concrete, in Well Foundation complete as cum 4695.29 per Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg Mahe Page 384


/ cum - Using Batching Plant, Transit Mixer and Crane / Concrete Pump

12.11F.4.1 Reinforced cement concrete, in well foundation complete as cum 5142.12 per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using concrete mixer)

12.11F.4.2 Reinforced cement concrete, in well foundation complete as cum 4625.99 per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Batching plant , transit mixer and concrete pump)

12.22 Providing steel liner 10mm thick for curbs and 6mm thick MT 8537.98 for steining of wells including fabricating and setting out as per detailed drawing

12.22.1 Boring, providing and installing bored cast - in - situ metre 1493.11 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 450mm (Using concrete

12.23.1 Boring, providing and installing bored cast - in - situ metre 4456.28 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms,

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removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 750mm (Using concrete

12.24.1 Boring, providing and installing bored cast - in - situ metre 7372.10 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 1000mm (Using

12.25.1 Boring, providing and installing bored cast - in - situ metre 9564.20 reinforced cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter -1200mm (Using

12.26.1 Driven cast -in -place vertical M35 grade with a minimum metre 3586.11 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 750 mm diametre (Using concrete mixer)

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12 . Foundation Code Description Unit Rate 12.27.1 Driven cast -in -place vertical M35 grade with a minimum metre 5835.65 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 1000 mm diametre (Using concrete mixer)

12.28.1 Driven cast -in -place vertical M35 grade with a minimum metre 8509.02 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 1200 mm diametre (Using concrete mixer)

12.29.1 Driven precast vertical M 35 grade with a minimum cement metre 1985.81 content of 419 kg / cum R.C.C piles excluding reinforcement complete as per drawing and technical specifications - 500 mm diameter pile

12.30.1 Driven precast vertical M 35 grade with a minimum cement metre 3373.06 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 750mm diameter pile

12.31.1 Driven precast vertical M 35 grade with a minimum cement metre 5531.07 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 1000mm diametre pile.

12.32.1 Driven precast vertical M35 grade with a minimum cement metre 1439.03 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 300mm x 300mm

12.33.1 Driven precast vertical M 35 grade with a minimum cement metre 2346.17 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 500 mm x 500 mm

12.34.1 Driven precast vertical M 35 grade with a minimum cement metre 4221.87 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 750 mm x 750mm

12.37A Pile load test on single vertical pile in accordance with MT 458.29 IS:2911 (Part -IV) - Initial and routine load test

12.37B Pile load test on single vertical pile in accordance with MT 6943.75 IS:2911 (Part -IV) - lateral load test

12.38A.1 Cement concrete for reinforced concrete in pile cap cum 4687.91 complete as per drawing and technical specifications - RCC Mahe Page 387


grade M20 with a minimum cement content of 341 kg / cum (Using Concrete mixer)

12.38A.2 Cement concrete for reinforced concrete in pile cap cum 4279.05 complete as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum - (Using Batching plant , Transit mixer and Concrete

12.38B.1 Cement concrete for reinforced concrete in pile cap cum 5064.87 complete as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using concrete mixer)

12.38B.2 Cement concrete for reinforced concrete in pile cap cum 4656.01 complete as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using Batching plant, Transit Mixer and Concrete Pump)

12.38C.1 Cement concrete for reinforced concrete in pile cap cum 5112.53 complete as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using concrete mixer)

12.38C.2 Cement concrete for reinforced concrete in pile cap cum 4703.68 complete as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using Batching plant, Transit Mixer and Concrete pump)

12.38D.1 Cement concrete for reinforced concrete in pile cap cum 5212.19 complete as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Concrete mixer)

12.38D.2 Cement concrete for reinforced concrete in pile cap cum 4803.33 complete as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Batching plant , Transit Mixer and Concrete

12.39 Providing and laying of PCC M15 with a minimum cement cum 3850.80 content of 275 kg / cum levelling course 100mm thick below the pile cap

12.40 Supplying, fitting and placing uncoated Thermo MT 51654.56 Mechanical Treated bars (TISCON / VIZAG / IISCO / SAIL ) reinforcement in foundation complete as per drawing and technical specifications

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12.41 Supplying, fitting and placing uncoated mild steel MT 42411.60 reinforcement in foundation complete as per drawing and technical specifications

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13 . Substructure Code Description Unit Rate

13.1 Brick masonry work in cement mortar 1:3 (One cement and cum 3920.79 three sand) in substructure complete excluding pointing and plastering, as per drawing and technical specification.

13.2 Pointing with cement mortar 1:3 (one cement and three sqm 46.12 sand) on brick work in substructure as per technical

13.3 Plastering with cement mortar 1:3 (one cement and three sqm 100.41 sand) on brick work in substructure as per Technical

13.4A Stone masonry work in cement mortar 1:3 (one cement and cum 3316.26 three sand) for substructure complete complete as per drawing and technical specifications) - Random rubble

13.4B Stone masonry work in cement mortar 1:3 (one cement and cum 3439.81 three sand) for substructure complete complete as per drawing and technical specifications) - Coursed rubble masonry (first sort)

13.4C Stone masonry work in cement mortar 1:3 (one cement and cum 4265.69 three sand) for substructure complete complete as per drawing and technical specifications) - Ashlar masonry

13.5A Plaing Cement Concrete in substructure complete as per cum 4235.89 drawing and technical specification - PCC Grade M15 with a minimum cement content 275 kg / cum upto 5 metre

13.5B Plaing Cement Concrete in substructure complete as per cum 4790.41 drawing and technical specification - PCC Grade M20 with a minimum cement content 344 kg / cum upto 5 metre

13.5C.1.1 Plaing Cement Concrete in substructure complete as per cum 5170.80 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum upto 5 metre

13.5C.1.2 Plain Cement Concrete in substructure complete as per cum 4723.27 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum up to 5m

13.5C.2.1 Plain Cement Concrete in substructure complete as per cum 5358.81 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum - For height above 5m height and upto 10m - Using concrete mixer (Form work 12 % + Extra lift 2 %)

13.5C.2.2 Plain Cement Concrete in substructure complete as per cum 4895.03 drawing and technical specification - PCC Grade M25 Mahe Page 390


with a minimum cement content 400 kg / cum for height above 5m and upto 10m using batching plant (Form work 12% + Extra lift 2%)

13.5C.3.1 Plain Cement Concrete in substructure complete as per cum 5593.84 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum for height above 10m using concrete mixer (Form work 15% + Extra

13.5C.3.2 Plain Cement Concrete in substructure complete as per cum 5109.71 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum for height above 10m using batching plant (Form work 15% + Extra

13.5D.1.1 Plain Cement Concrete in substructure complete as per cum 5212.03 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum upto 5m height using concrete mixer

13.5D.1.2 Plain Cement Concrete in substructure complete as per cum 4777.20 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum upto 5m height using concrete mixer

13.5D.2.1 Plain Cement Concrete in substructure complete as per cum 5401.56 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 5m and upto 10m using concrete mixer (Formwork 12% + Extra lift 2%)

13.5D.2.2 Plain Cement Concrete in substructure complete as per cum 4950.93 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum For height above 5m and upto 10m height using batching plant (Form work 12% + Extra lift 2%)

13.5D.3.1 Plain Cement Concrete in substructure complete as per cum 5638.47 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 10m -Using concrete mixer (Form work 15% + Extra

13.5D.3.2 Plain Cement Concrete in substructure complete as per cum 5168.07 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 10m -Using batching plant (Form work 15% + Extra

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13 . Substructure Code Description Unit Rate 13.5E.1.1 Reinforced Cement Concrete in substructure complete as cum 4978.31 per drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum up to 5m height -Using concrete mixer

13.5E.1.2 Reinforced Cement Concrete in substructure complete as cum 4527.91 per drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum up to 5m height -Using batching plant

13.5E.2.1 Reinforced Cement Concrete in substructure complete as cum 5159.33 per drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 5m and upto 10m -Using concrete mixer (Form work 12% + Extra lift 2%)

13.5E.2.2 Reinforced Cement Concrete in substructure complete as cum 4692.56 per drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 5m and upto 10m -Using batching plant (Form work 12% + Extra lift 2%)

13.5E.3.1 Reinforced Cement Concrete in substructure complete as cum 5385.61 per drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 10m - Using concrete mixer (Form work 15% +

13.5E.3.2 Reinforced Cement Concrete in substructure complete as cum 4898.38 per drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 10m - Using batching plant (Form work 15% +

13.5F.1.1 Reinforced Cement Concrete in substructure complete as cum 5363.27 per drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for upto height 5m - Using concrete mixer

13.5F.1.2 Reinforced Cement Concrete in substructure complete as cum 4912.87 per drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for upto height 5m - Using batching plant

13.5F.2.1 Reinforced Cement Concrete in substructure complete as cum 5538.79 per drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 5m and upto 10m height - Using concrete mixer (Form work 11.8% + Extra lift 1.8%)

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13.5F.2.2 Reinforced Cement Concrete in substructure complete as cum 5073.66 per drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 5m and upto 10m height - Using batching plant (Form work 11.8% + Extra lift 1.8)

13.5F.3.1 Reinforced Cement Concrete in substructure complete as cum 5638.47 per drawing and technical specification -RCC Grade M25 with a minimum cement content 405 kg / cum for height above 10m - Using concrete mixer (Form work 15% +

13.5F.3.2 Reinforced Cement Concrete in substructure complete as cum 5314.83 per drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 10m - Using batching plant (Form work 15% +

13.5G.1.1 Reinforced Cement Concrete in substructure complete as cum 5386.19 per drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum upto 5m height - Using concrete mixer

13.5G.1.2 Reinforced Cement Concrete in substructure complete as cum 4936.94 per drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum upto 5m height - Using batching plant

13.5G.2.1 Reinforced Cement Concrete in substructure complete as cum 5537.98 per drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 5m and upto 10m height - Using concrete mixer (Form work 11.5% + Extra lift 1.6%)

13.5G.2.2 Reinforced Cement Concrete in substructure complete as cum 5537.98 per drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 5m and upto 10m height - Using batching plant (Form work 11.5% + Extra lift 1.6 %)

13.5G.3.1 Reinforced Cement Concrete in substructure complete as cum 5753.41 per drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 10m - Using concrete mixer (Form work 14% + Extra lift 3.5%)

13.5G.3.2 Reinforced Cement Concrete in substructure complete as cum 5273.54 per drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height

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above 10m - Using batching plant (Form work 14% + Extra lift 3.5%) 13.5H.1.1 Reinforced Cement Concrete in substructure complete as cum 5491.59 per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using concrete mixer

13.5H.1.2 Reinforced Cement Concrete in substructure complete as cum 5042.34 per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using batching plant

13.5H.2.1 Reinforced Cement Concrete in substructure complete as cum 5611.40 per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 5m and upto 10m - Using concrete mixer (Form work 11% + Extra lift 1.4%)

13.5H.2.2 Reinforced Cement Concrete in substructure complete as cum 5152.36 per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 5m and upto 10m - Using batching plant (Form work 11% + Extra lift 1.4%)

13.5H.3.1 Reinforced Cement Concrete in substructure complete as cum 5791.13 per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 10m - Using concrete mixer (Form work 13% +

13.5H.3.2 Reinforced Cement Concrete in substructure complete as cum 5317.37 per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 10m - Using batching plant (Form work 13% +

13.6 Supplying, fitting and placing Thermo Mechanical Treated tonne 51774.27 bars (TISCON / VIZAG / IISCO / SAIL) reinforcement in substructure complete as per drawing and technical specifications

13.7 Supplying, fitting and placing mild steel reinforcement tonne 41825.54 complete in substructure as per drawing and technical specifications.

13.8 Providing weep holes in brick masonry /plain/reinforced nos 97.25 concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Mahe Page 394


Complete as per drawing and technical specifications.

13.10 Providing and laying of filter media with granular cum 1068.31 materials / stone crushed aggregates satisfying the requirements laid down Clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical

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14 . Superstructure Code Description Unit Rate

14.1A.1 Furnishing and placing reinforced cement concrete in cum 5175.90 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using concrete mixer -for solid slab superstructure - height upto 5m

14.1A.1.1 Furnishing and placing reinforced cement concrete in cum 5391.57 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height upto 5m

14.1A.2 Furnishing and placing reinforced cement concrete in cum 5391.57 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for solid slab superstructure - for height above 5m upto 10m

14.1A.2.1 Furnishing and placing reinforced cement concrete in cum 5607.23 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure -for height above 5m upto 10m

14.1A.3 Furnishing and placing reinforced cement concrete in cum 5607.23 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using concrete mixer -for solid slab superstructure - for height above 10m

14.1A.3.1 Furnishing and placing reinforced cement concrete in cum 5822.89 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure -for height above 10m

14.1B.1 Furnishing and placing reinforced cement concrete in cum 5610.86 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for solid slab superstructure - height upto 5m

14.1B.1.1 Furnishing and placing reinforced cement concrete in cum 5844.65 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height upto 5m

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14.1B.2 Furnishing and placing reinforced cement concrete in cum 5844.65 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m and upto 10m

14.1B.2.1 Furnishing and placing reinforced cement concrete in cum 6078.43 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 5m and upto 10m

14.1B.3 Furnishing and placing reinforced cement concrete in cum 6078.43 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for solid slab superstructure - height above10m

14.1B.3.1 Furnishing and placing reinforced cement concrete in cum 6312.22 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 10m

14.1C.1 Furnishing and placing reinforced cement concrete in cum 5689.10 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height upto 5m

14.1C.1.1 Furnishing and placing reinforced cement concrete in cum 5926.14 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab superstructure - height upto 5m

14.1C.2 Furnishing and placing reinforced cement concrete in cum 5926.14 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m to 10m

14.1C.2.1 Furnishing and placing reinforced cement concrete in cum 6163.19 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab Mahe Page 397


superstructure - height above 5m to 10m

14.1C.3 Furnishing and placing reinforced cement concrete in cum 6163.19 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height above 10m

14.1C.3.1 Furnishing and placing reinforced cement concrete in cum 6400.23 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab superstructure - height above10m

14.1D.1.1 Furnishing and placing reinforced cement concrete in cum 5707.35 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height upto 5m

14.1D.1.2 Furnishing and placing reinforced cement concrete in cum 5949.19 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height upto 5m

14.1D.1.3 Furnishing and placing reinforced cement concrete in cum 6674.70 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height upto 5m

14.1D.2.1 Furnishing and placing reinforced cement concrete in cum 5949.19 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m and upto 10m

14.1D.2.2 Furnishing and placing reinforced cement concrete in cum 6191.03 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 5m to 10m

14.1D.2.3 Furnishing and placing reinforced cement concrete in cum 7158.37 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement Mahe Page 398


content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height above 5m and upto 10m 14.1D.3.1 Furnishing and placing reinforced cement concrete in cum 6191.03 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height above 10m

14.1D.3.2 Furnishing and placing reinforced cement concrete in cum 6432.86 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 10m

14.1D.3.3 Furnishing and placing reinforced cement concrete in cum 7642.05 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height above10m

14.1E.1.1 Furnishing and placing reinforced cement concrete in cum 6087.48 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height upto 5m

14.1E.1.2 Furnishing and placing reinforced cement concrete in cum 6341.13 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height upto 5m

14.1E.2.1 Furnishing and placing reinforced cement concrete in cum 6341.13 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height above 5m and upto 10m

14.1E.2.2 Furnishing and placing reinforced cement concrete in cum 6594.77 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height above 5m and upto 10m

14.1E.3.1 Furnishing and placing reinforced cement concrete in cum 6594.77 superstructure as per drawing and technical specifications Mahe Page 399


- PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height above 10m

14.1E.3.2 Furnishing and placing reinforced cement concrete in cum 6848.42 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height above 10m

14.1F.1.1 Furnishing and placing reinforced cement concrete in cum 5840.31 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for solid slab superstructure - height upto 5m

14.1F.1.2 Furnishing and placing reinforced cement concrete in cum 6092.05 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height upto 5m

14.1F.1.3 Furnishing and placing reinforced cement concrete in cum 6847.26 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5m

14.1F.2.1 Furnishing and placing reinforced cement concrete in cum 6092.05 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for solid slab superstructure - height above 5m and upto 10m

14.1F.2.2 Furnishing and placing reinforced cement concrete in cum 6343.79 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height above 5m and upto 10m

14.1F.2.3 Furnishing and placing reinforced cement concrete in cum 7350.74 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for cast - in - situ box girder, Mahe Page 400


segmental construction and balanced cantilever - height above 5m and upto 10m

14.1F.3.1 Furnishing and placing reinforced cement concrete in cum 6270.06 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for solid slab superstructure - height above 10m

14.1F.3.2 Furnishing and placing reinforced cement concrete in cum 6595.53 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height above 10m

14.1F.3.3 Furnishing and placing reinforced cement concrete in cum 7854.22 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m

14.1G.1.1 Furnishing and placing reinforced cement concrete in cum 7020.02 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5m

14.1G.2.1 Furnishing and placing reinforced cement concrete in cum 7540.02 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m to 10m

14.1G.3.1 Furnishing and placing reinforced cement concrete in cum 8060.02 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m

14.1H.1.1 Furnishing and placing reinforced cement concrete in cum 7369.55 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / Mahe Page 401


cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5 m

14.1H.2.1 Furnishing and placing reinforced cement concrete in cum 7894.93 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m to 10m

14.1H.3.1 Furnishing and placing reinforced cement concrete in cum 8461.33 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m

14.2 Supplying, fitting and placing Thermo Mechanical Treated tonne 52675.57 bars (TISCON / VIZAG / IISCO / SAIL) reinforcement in superstructure complete as per drawing and technical specifications

14.2A.1 Furnishing and placing reinforced cement concrete in cum 4902.78 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant -for solid slab superstructure -for height upto 5m

14.2A.1.1 Furnishing and placing reinforced cement concrete in cum 5107.06 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant -for T-beam & slab superstructure -for height upto 5m

14.2A.2 Furnishing and placing reinforced cement concrete in cum 5107.06 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant -for solid slab superstructure -for height above 5m and upto 10m

14.2A.2.1 Furnishing and placing reinforced cement concrete in cum 5311.34 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using batching plant -for T-beam & slab superstructure -for height above 5m and upto 10m

Mahe Page 402


14.2A.3 Furnishing and placing reinforced cement concrete in cum 5311.34 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant -for solid slab superstructure -for height above 10m

14.2A.3.1 Furnishing and placing reinforced cement concrete in cum 5515.62 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant -for T-beam & slab superstructure -for height above 10m

14.2B.1 Furnishing and placing reinforced cement concrete in cum 5344.61 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant -for solid slab superstructure - height upto 5m

14.2B.1.1 Furnishing and placing reinforced cement concrete in cum 5567.30 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant -for T-beam & slab superstructure - height upto 5m

14.2B.2 Furnishing and placing reinforced cement concrete in cum 5567.30 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant -for solid slab superstructure - height above 5m and upto 10m

14.2B.2.1 Furnishing and placing reinforced cement concrete in cum 5789.99 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant -for T-beam & slab superstructure - height above 5m and upto 10m

14.2B.3 Furnishing and placing reinforced cement concrete in cum 5789.99 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant -for solid slab superstructure - height above 10m

14.2B.3.1 Furnishing and placing reinforced cement concrete in cum 5804.11 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant -for T-beam & slab superstructure - height above 10m

Mahe Page 403


14.2C.1 Furnishing and placing reinforced cement concrete in cum 5405.01 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for solid slab superstructure - height upto 5m

14.2C.1.1 Furnishing and placing reinforced cement concrete in cum 5630.22 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for T-beam & slab superstructure - height upto 5m

14.2C.2 Furnishing and placing reinforced cement concrete in cum 5630.22 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for solid slab superstructure - height above 5m to 10m

14.2C.2.1 Furnishing and placing reinforced cement concrete in cum 5855.42 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for T-beam & slab superstructure - height above 5m and upto 10m

14.2C.3 Furnishing and placing reinforced cement concrete in cum 5855.42 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for solid slab superstructure - height above 10m

14.2C.3.1 Furnishing and placing reinforced cement concrete in cum 6080.63 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for T-beam & slab superstructure - height above 10m

14.2D.1.1 Furnishing and placing reinforced cement concrete in cum 5421.24 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant - for solid slab superstructure - height upto 5m

14.2D.1.2 Furnishing and placing reinforced cement concrete in cum 5650.95 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant -for T-beam & slab superstructure - height upto 5m

Mahe Page 404


14.2D.1.3 Furnishing and placing reinforced cement concrete in cum 6340.09 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant -for box girder and balanced cantilever- height upto 5m

14.2D.2.1 Furnishing and placing reinforced cement concrete in cum 5650.95 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant - for solid slab superstructure - height above 5m to 10m

14.2D.2.2 Furnishing and placing reinforced cement concrete in cum 5880.66 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant -for T-beam & slab superstructure - height above 5m and upto 10m

14.2D.2.3 Furnishing and placing reinforced cement concrete in cum 6799.52 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant -for box girder and balanced cantilever- height above 5m and upto

14.2D.3.1 Furnishing and placing reinforced cement concrete in cum 5880.66 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant - for solid slab superstructure - height above 10m

14.2D.3.2 Furnishing and placing reinforced cement concrete in cum 6110.38 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant -for T-beam & slab superstructure - height above 10m

14.2D.3.3 Furnishing and placing reinforced cement concrete in cum 7258.94 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant -for box girder and balanced cantilever- height above 10m

14.2E.1.1 Furnishing and placing reinforced cement concrete in cum 5668.00 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for solid slab superstructure- height upto 5m

Mahe Page 405


14.2E.1.2 Furnishing and placing reinforced cement concrete in cum 5908.17 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height upto 5m

14.2E.1.3 Furnishing and placing reinforced cement concrete in cum 6628.68 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for cast - in-situ box girder, segmental construction and balanced cantilever - height upto 5m

14.2E.2.1 Furnishing and placing reinforced cement concrete in cum 5741.07 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for solid slab superstructure- height above 5m and upto 10m

14.2E.2.2 Furnishing and placing reinforced cement concrete in cum 6148.34 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height above 5m and upto

14.2E.2.3 Furnishing and placing reinforced cement concrete in cum 7109.01 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for cast - in-situ box girder, segmental construction and balanced cantilever - height above 5m and upto 10m

14.2E.3.1 Furnishing and placing reinforced cement concrete in cum 6148.34 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for solid slab superstructure- height above 10m

14.2E.3.2 Furnishing and placing reinforced cement concrete in cum 6388.51 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height above 10m Mahe Page 406


14.2E.3.3 Furnishing and placing reinforced cement concrete in cum 7589.35 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for cast - in-situ box girder, segmental construction and balanced cantilever - height above 10m

14.4 Providing and laying cement concrete wearing coat M30 cum 8703.39 grade with a minimum cement content 405 kg / cum including reinforcement complete as per drawing and technical specification

14.6 Construction of precast RCC railing of M30 grade with a Rmt 1351.64 minimum cement content 407 kg / cum , aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed I in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and

14.7 Construction of RCC railing of M30 grade with a minimum Rmt 1513.84 cement content 407 kg / cum cast- in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and

14.9 Drainage spouts complete as per drawing and Technical each 85.16 Specifications. (Including 5 percent cost of material and labour for electrodes,cutting gas , sealant, anticorrosive bituminous paint, mild steel grating etc.)

14.10 PCC M15 with a minimum cement content 275 kg / cum cum 3720.88 grade levelling course below approch slab complete as per drawing and technical specifications

14.11A Reinforced cement concrete M30 grade with a minimum cum 7680.91 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using concrete mixer

14.11B Reinforced cement concrete M30 grade with a minimum cum 7264.34 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using batching plant Mahe Page 407


14.16 Providing and applying 2 coats of water based cement sqm 154.47 paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

14.18.1 Providing and fixing 2mm thick corrugated copper plate in Rmt 915.90 expansion joint complete as per drawing and technical specifications

14.18.2 Providing and fixing 20mm thick compressible fibre board Rmt 65.77 in expansion joint complete as per drawing and technical specifications

14.18.3 Providing and fixing in position 20mm thick premoulded Rmt 17.74 joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specifications

14.18.4 Providing and filling joint sealing compound as per Rmt 18.16 drawings and technical specification with coarse sand and 6 percent bitumen by weight

Mahe Page 408

15 . River Training and Protection Works Code Description Unit Rate

15.1 Providing and laying boulders apron on river bed for cum 1092.54 protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specifications

15.2 Providing and laying of boulder apron laid in wire crates cum 2221.80 made with 4 mm dia GI wire conforming to IS:280 & IS 4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

15.3 Providing and laying of apron with cement concrete cum 3927.82 blocks of size 0.5x0.5x0.5 m cast-in-situ and made with nominal mix of M15 grade cement concrete with a minimum cement content of 250kg/cum as per IRC:21-2000 (add 2 percent of cost to account for excavation for preparation of bed,nominal surface reinforcement and filling of granular material in recesses between blocks)

15.4A Providing and laying pitching on slopes laid over cum 1092.54 prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications - stone

15.4B Providing and laying pitching on slopes laid over cum 3927.82 prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications - Cement concrete blocks of size 0.3 x 0.3 x 0.3 m cast in cement concrete of grade M15 (add 2 percent of cost to account for excavation for preparation of bed,nominal surface reinforcement and filling of granular material in recesses between blocks)

15.5 Providing and laying filter material underneath pitching in cum 1199.88 slopes complete as per drawing and technical

15.9 Construction of dry rubble flooring at cross drainage cum 1385.81 works for relatively less important works ( including triming and preparation of base)

15.10A Curtain wall complete as per drawing and technical cum 3361.75 specifications - Stone masonry in cement mortar 1:3

15.10B Curtain wall complete as per drawing and technical cum 3850.80 specifications - cement concrete grade M15

Mahe Page 409

15 . River Training and Protection Works Code Description Unit Rate 15.11 Flexible apron: Construction of flexible apron 1m thick cum 1141.75 comprising of loose stone boulders weighing not less than 40kg beyond curtain wall (including trimming and preparation of base)

15.12 Providing and construction of a gabian structure for cum 2426.28 retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5m compartments by cross netting, made from 4mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS :280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100x100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm

15.13 Providing and construction gabian structures for erosion cum 4306.79 control, river training works and protection works with wire crates of size 2m x 1mx 0.3m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm, filled with boulders with least dimension of 200mm , all loose ends to be securely tied with 4mm galvanised steel wire.

Mahe Page 410

16 . Repair and Rehabilitation Code Description Unit Rate

16.1 Removal of existing cement concrete wearing coat sqm 72.36 including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m

16.2 Removal of existing asphaltic wearing coat comprising of sqm 54.32 50 mm thick asphaltic concrete laid over 12mm thick mastic asphalt including disposal with all lift and lead upto

16.5A Sealing of cracks / porous concrete by injection process kg 94.21 through nipples/ grouting complete as per technical specifications

16.5B Sealing of cracks / porous concrete by injection process kg 121.83 through nipples / grouting complete as per technical specifications - cement mortar (1:1) grouting

16.7 Sealing of crack / porous concrete with epoxy grout by sqm 46.79 injection through nipples complete as per clause 2803.1.

16.9 Removal of defective concrete , cleaning the surface sqm 224.00 thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1, sand and coarse aggregates conforming to IS: 383 and Table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg / cum, strength not less than 25 Mpa and workmanship conforming to clause

16.11 Epoxy bonding of new concrete to old concrete sqm 390.82 16.17 Replacement of expansion joints complete as per drawings Rmt 1857.16 16.18 Replacement of damaged concrete railing Rmt 166.10 16.19 Replacement of crash barrier Rmt 311.36 16.20 Replacement of damaged mild steel railing Rmt 137.04 16.21 Repair of Crash barrier Repair of concrete crash barrier with Rmt 171.20 cement concrete of M30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thorougly, applying cement concrete after erection of proper formwork

Mahe Page 411

16 . Repair and Rehabilitation Code Description Unit Rate

16.22 Repair of RCC railing (Carrying out repair of RCC railing Rmt 121.95 to bring it to the original shape)

Mahe Page 412

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