GOVERNMENT OF PUDUCHERRYpwd.puducherry.gov.in/document/PSR_Puducherry_07-08.pdfstandards, CPWD...

GOVERNMENT OF PUDUCHERRY

PUBLIC WORKS DEPARTMENT

PUDUCHERRY SCHEDULE OF RATES PUDUCHERRY 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.

CONTENTS

Sl. No Name of Sub-Head Page No.

BASIC RATE

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. Materials For Bridge Work 57

7. New Basic Rates – Buildings 60

8. New Basic Rates – Water Supply & Sewerage 78

9. Carriage 95

BUILDING WORK

1. Carriage of Materials 97

2. Earth Work 98

4. Concrete Work 108

5. Reinforced Concrete Work 113

6. Brick Work 124

7. Stone Work 127

8. Marble Work 129

9. Wood Work 132

10. Steel Work 160

11. Flooring 167

12. Roofing 183

13. Finishing 190

14. Repairs to Buildings 198

15. Dismantling & Demolishing 207

16. Miscellaneous Building Works 215

17. OHT (works) 223

Sl. No Name of Sub-Head Page No.

SERVICES

19. Sanitary Installations 224

20. Water Supply 244

21. Drainage 258

22. Miscellaneous 270

23. Pile Work 279

24. Aluminum Work 283

25. Water Proofing 286

30. Irrigation 287

ROAD WORK

2. Site Clearance and Dismantling 292

3. Earth Work 299

4. Granular Sub-Base 306

6. Bituminous Construction 307

7. Culverts 309

8. Traffic And Transportation 312

9. Horticulture 315

4. Granular Sub Base (As per MORTH) 322

5. Base & Bituminous Construction (As per MORTH) 333

BRIDGE WORK

12. Foundation 338

13. Sub Structure 344

14. Super Structure 349

15. River Training & Protection Works 359

16. Repairs & Rehabilitation 361

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 800.002 0003 Diesel Road Roller - 8 to 10 tonne (318.88 x 8) per day 2600.003 0004 Power Road Roller 8 to 10t. (318.88 x 8) per day 2600.004 0010 Derrick Monkey Rope per day 600.005 0011 Pumpset (3.636Kl/h) per day 600.006 0012 Needle Vibrator - 40 mm per day 400.007 0013 Machine for rubbing flooring per day 200.008 0014 Front end loader 1 cum capacity (541.88x8) per day 4335.009 0015 Excavator

a.60 Hour 700.00b.100 Hour 1200.00c.120 Hour 1450.00d.200 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 130.0011 0101 Bhisthi (Water carrier) per day 120.0012 0102 Blacksmith 1class per day 170.0013 0103 Blacksmith 2class per day 150.0014 0111 Carpenter 1class per day 200.0015 0112 Carpenter 2class per day 175.0016 0113 Chowkidar (beldar) per day 130.0017 0114 Mazdoor Category I (Beldar) per day 130.0018 0114A Survey Assistant per day 130.0019 0114B Wooder I class per day 130.0020 0115 Mazdoor Category II (Coolie) per day 120.0021 0191 Mazdoor Category III per day 110.0022 0116 Fitter Class-I (Pipe laying/barbending/bench fitter) per day 190.0023 0117 Asst.fitter per day 130.0024 0119 Glazier per day 170.0025 0123 Mason 1 class per day 200.0026 0124 Mason 2 class per day 175.00

PUDUCHERRY REGIONBASIC RATES FOR BUILDING WORKS

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27 0125 Mason 2 class (stone work) per day 200.0028 0126 Mason 1 class (ornamental work) per day 300.0029 0127 Driver for Road Roller,Concrete Mixer,Truck etc per day 200.0030 0128 Mate (Head coolie) per day 160.0031 0130 Mistry per day 170.0032 0131 Painter/Varnisher/Polisher Class-I per day 170.0033 0192 Painter/Varnisher/Polisher Class-II per day 150.0034 0132 Excavator (rock cutting) per day 130.0035 0133 Breaker (rock cutting) per day 130.0036 0134 Hole driller (rock cutting) per day 130.0037 0135 Stone chiseller (rock cutting) per day 170.0038 0139 Skilled beldar (for floor rubbing etc) per day 130.0039 0141 White washer per day 130.0040 0155 Mason average per day 190.0041 0156 Carpenter (average) per day 190.0042 0157 Operator (Pile) per day 200.0043 0158 Mechanic (Pile) per day 175.0044 0193 Electrician Class-I (ITI passed with wireman per day 200.00

licence from Competent Authority)45 0159 Electrician Class-II (ITI passed with licence per day 175.00

from Electricity Department)46 0160 Electrician Helper per day 130.0047 0161 Mechanic Grade-I per day 190.0048 0162 Mechanic Grade-II per day 170.0049 0163 Mechanic Helper per day 120.0050 0164 Pump Driver Grade-I (ITI passed) per day 190.0051 0165 Sewer Cleaner per day 110.0052 0166 Sweeper per day 90.0053 0167 Thatcher per day 120.0054 0168 Welder Class-I (ITI passed) per day 200.0055 0169 Welder Class-II per day 170.0056 0170 Well Sinker Class-I per day 250.0057 0171 Well Sinker Class-II per day 170.0058 0172 Technical Assistant Grade-I (B.E. Passed) per day 350.0059 0173 Technical Assistant Grade-II per day 300.00

(Diploma passed or B.E. failled)60 0174 Technical Assistant Grade-III per day 250.00

(ITI passed or Diploma failed)

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61 0175 Technical Assistant Grade-IV per day 200.00(ITI failed or having certificate issued by Govt. of Pondicherry)

62 0176 Laboratory Assistant Grade-I (PG in science) per day 250.0063 0177 Laboratory Assistant Grade-II(UG in science) per day 200.0064 0178 Laboratory Assistant Grade-III per day 175.00

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

65 0179 Raker per day 110.0066 0180 Driver - Light vehicle per day 170.0067 0181 Driver - Heavy vehicle (Lorry, Roller, Tractor) per day 200.0068 0194 Driver - Earth moving equipments per day 225.0069 0182 Cleaner (Heavy vehicles/Roller) per day 110.0070 0183 Watchman Grade-I (Kurkha) per day 120.0071 0184 Watchman Grade-II (others) per day 110.0072 0185 Drum mixer (Rotary for hot process) per day 110.0073 0186 Helper for Rig per day 110.0074 0187 Male (Gardener) per day 130.0075 0188 Data Entry Operator Grade-I per day 275.00

(PGDCA or equivalent / Degree with Computer knowledge)76 0189 Data Entry Operator Grade-II per day 225.00

(Any Diploma with knowledge of Data Entry)77 0190 Data Entry Operator Grade-III per day 195.00

(ITI or Higher Sec. with knowledge of data entry)78 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.

79 2723 Adhesive (rubber base) Kg 135.00Aggregate:Brick Aggregate:

80 0285 63mm nominal size cum 300.0081 0287 40mm nominal size cum 350.0082 0288 25mm nominal size cum 360.0083 0289 20mm nominal size cum 375.0084 2909 Over burnt brick jelly 90mm to 40mm size cum 220.00

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Stone Aggregate:Hard Broken Granite Metal:Machine Crushed

85 0293 40mm nominal size (ISS) cum 625.0086 0295 20mm nominal size (ISS) cum 750.0087 0296 12.5mm nominal size (ISS) cum 725.0088 0297 10mm nominal size (ISS) cum 725.0089 0298 6mm nominal size (ISS) cum 600.00

90 3214 Aluminium sheet 24 gauge sqm 310.0091 7306 Aluminium T or L sections kg 200.0092 7056 Aluminium tee channel (heavy duty) with rollers

and stop end metre 33.0093 7348 Aluminium washer 2mm thick 15mm dia cent 6.50

Aluminium strips94 1145 Aluminium Plain Strip edging 38x12x3 metre 70.0095 1234 Aluminium Plain Strip edging 57x12x3 metre 100.0096 2704 Aluminium strip 40 mm wide and 2 mm thick kg 200.0097 8015 Aluminium pipe - 16mm dia (for Pelmet) metre 30.0098 7389 Anodising 15 microns aluminium section Kg 35.0099 7464 Strip-Aluminium fluted 3.15 mm thick and 200mm wide metre 250.00

Asbestos Cement Products except pipes:100 0200 A.C.sheet corrugated 6mm thick sqm 115.00101 0993 A.C.sheet plain 6mm thick sqm 130.00102 3003 A.C.sheet plain 4mm thick sqm 90.00103 0209 A.C.close fitting adjustable ridge 1.10m long pair 150.00104 0210 A.C North light adjustable ridge 1.22m pair 125.00105 0216 A.C north light ventilator curves each 160.00106 7183 Bentonite tonne 5000.00

Bitumen Products:107 0309 Paving bitumen S-90 of approved quality tonne 20500.00108 0313 Blown type petroleum bitumen of penetration

85/25 approved quality tonne 20500.00109 2916 Paving asphalt 80/100 penetration tonne 20500.00110 0314 Bitumen hot sealing compound grade A Kg 20.00111 0316 Bitumen solution primer of approved quality litre 25.00112 0324 Coal tar litre 19.00

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Blasting Materials113 0325 Blasting powder kg 25.00114 0326 Blasting fuse (fuse wire) each 10.00

Boards:115 0339 Impregnated fibre board 12mm thick sqm 250.00

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

116 0340 6mm thick sqm 175.00117 0341 12mm thick sqm 250.00118 0342 18mm thick sqm 325.00119 0343 25mm thick sqm 425.00

Extra for veneered particle board with:120 0346 Teak veneering on one side and commercial

veneering on other side sqm 235.00121 0347 Commercial veneering on both sides sqm 75.00122 0348 Teak venering on both sides sqm 400.00123 7307 Extra for providing teak veneering on one side

instead of commercial veneering sqm 165.00124 8014 Cement Bonded Particle Board - 8 mm thick sqm 230.00125 8014A Cement Bonded Particle Board -10 mm thick sqm 255.00

Veneered particle board with commercial on both sides126 7468 12 mm thick sqm 330.00127 7469 18 mm thick sqm 420.00128 7470 25 mm thick sqm 550.00

Veneered particle board with teak veneering on both sides129 7474 12 mm thick sqm 650.00130 7475 18 mm thick sqm 750.00131 7476 25 mm thick sqm 800.00

Prelaminated particle board with one sidedecorative and other side balancing lamination,flat pressed 3 layer & graded (medium density)Grade I, Type II conformig to IS: 12823 (exterior grade):

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132 7477 12 mm thick sqm 412.00133 7478 18 mm thick sqm 477.00134 7479 25 mm thick sqm 541.00

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

135 7480 12 mm thick sqm 477.00136 7481 18 mm thick sqm 553.00137 7482 25 mm thick sqm 612.00

138 7116 Hard board 6 mm thick sqm 148.00139 7062 Extra cost for decorative lamination one side

and balancing lamination other side sqm 65.00

Bricks:140 2604 F.P.S. bricks class designation 35 1000no 2200.00141 2604C Machine moulded bricks / Chamber Burnt 1000no 2500.00142 1984 F.P.S. brick tiles class designation 35 1000no 1800.00143 1984E Mangalore pressed tile-230x230x20mm each 8.00144 0362 Brick bats cum 220.00145 2604F Fly ash bricks of size 23cm x 11cm x 8cm 1000no 2400.00146 2604M Stabilished Mud blocks - 24cm x 11.5cm x 9cm 1000no 3500.00

Cement:147 0367 Portland Cement - 43 grade tonne 4500.00148 0368 White cement tonne 13500.00149 7024 Acid proof cement tonne 7500.00150 0368A Diff. of white and grey cement kg 9.00151 7024A Diff. in cost of acid proof & ordinary cement tonne 3000.00

Chemicals:152 4203 Copper acetate kg 140.00153 4204 Hydrochloric Acid kg 20.00154 4205 Copper Chloride kg 140.00155 4206 Copper nitrate kg 130.00156 4207 Amonium Chloride kg 8.00

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157 7022 Choloropyriphos 20% E.C. litre 220.00158 7316 Acelerating admixture kg 20.00159 7317 Retarding admixture kg 45.00160 7318 Plasticizer/ Super plasticizer kg 130.00161 4012 Circular C.I box for ceiling fan each 35.00162 7069 Cirular or hexogonal box for fan clamp including top

and bottom lid - M.S.sheet each 30.00163 0370 Coal (steam) qtl 860.00

Distemper:164 0815 Dry kg 35.00165 0816 Oil bound washable kg 60.00166 0816A Acralic washable kg 65.00

Expandable fastner with plastic sleeve andM.S. screws

167 7312 25 mm long each 7.00168 7313 32 mm long each 8.00169 7314 40 mm long each 9.00170 7315 50 mm long each 11.00171 7090 Expanded polystyrene type N - Normal sqm 85.00172 0979 Earth for filling (Good earth) cum 150.00173 0979A Quarry rubbish cum 200.00

0979B Earth for filling (Red earth) cum 260.00

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

174 0687 125x75x4mm each 55.00175 0688 125x63x4mm each 50.00176 0689 100x75x4mm each 45.00177 0690 100x63x3.2mm each 40.00178 0691 100x63x4mm each 45.00179 0692 75x63x4mm each 30.00180 0693 75x63x3.2mm each 25.00181 0694 75x45x3.2mm each 20.00

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182 0695 50x35x3.2mm each 15.00183 2465 Casement stay 250mm each 45.00

Flush bolts:184 2461 250mm size each 70.00185 2462 150mm size each 50.00186 2463 100mm size each 35.00

Handles:187 0703 125mm with plate 175x32mm each 35.00188 0704 100mm with plate 150x32mm each 30.00189 0705 75mm with plate 125x32mm each 25.00190 0705A Anodised Aluminium handles- 100mm each 25.00191 0705B Anodised Aluminium handles- 75mm each 22.00192 2459 Hanging type door stopper-125mm Size each 30.00193 7059 Aluminium hanging floor door stopper with

twin rubber & stopper each 50.00194 0706 Kicking plate 50cm long 100x3.15mm each 100.00195 2464 Pull bolt lock (locking bolt) of size 85mm x 42mm with each 35.00

screws, bolts, nuts and washers complete

Screws:196 0707 50mm cent 45.00197 0708 40mm cent 40.00198 0709 30mm cent 35.00199 0710 25mm cent 33.00200 0711 20mm cent 26.00

Sliding door bolt:201 0696 300x16mm each 165.00202 0697 250x16mm each 150.00

Tower bolts (barrel type):203 0698 300x10mm each 70.00204 0699 250x10mm each 65.00205 0700 200x10mm each 60.00206 0701 150x10mm each 45.00207 0702 100x10mm each 30.00208 7003 Pair of A.A. lever handles for 100mm mortice latch each 160.00

and lock

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BRASS FITTINGS:209 0446 Brackets (Curtain rods) 20mm each 30.00210 0423 Casement window fastener each 35.00

Casement stays (straight peg type):211 0424 300mm long weight not less than 0.33 kg. each 75.00212 0425 250mm long weight not less than 0.28 kg. each 65.00213 0426 200mm long weight not less than 0.24 kg. each 55.00214 0430 Chain with hook for fan light catch each 25.00215 0447 Cubboard knob or ward robe knob 50mm each 25.00216 0448 Curtain rails with roller stop ends and brackets metre 80.00217 0443 Curtain rod 12mm dia 1.25mm thick metre 65.00218 0444 Curtain rod 20mm dia 1.25mm thick metre 90.00219 0445 Curtain rod 25mm dia 1.25mm thick metre 120.00

Cupboard lock 6 levers (best make of approved quality220 2451 40mm size each 45.00221 2452 50mm size each 55.00222 2453 65mm size each 65.00223 2454 75mm size each 75.00

Door latch:224 0411 300x16x5mm (0.380 kg) each 140.00225 0412 250x16x5mm (0.350 kg) each 127.00226 0417 Floor door stopper 150mm (0.357 kg) each 130.00227 0428 Fanlight catch each 23.00228 0429 Fanlight pivot each 31.00229 0435 Finger plate 30cm long 65x1.6mm (0.350kg) each 66.00230 0440 Furniture handles (cupboard handle) each 22.00

Handles:231 0408 125mm with plate 175x32mm each 110.00232 0409 100mm with plate 150x32mm each 90.00233 0410 75mm with plate 125x32mm each 62.00234 2455 Hanging type door stopper 150mm each 45.00235 2456 Brass hydraulic closer with screws each 770.00

Hard drawn hooks and eyes236 0418 300mm each 40.00

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237 0419 250mm each 38.00238 0420 200mm each 35.00239 0421 150mm each 30.00240 0422 100mm each 25.00

Hasps and staples (safety type)241 0431 300mm each 50.00242 0432 115mm each 40.00243 0433 90mm each 30.00244 0442 Helical spring 150mm each 150.00245 7394 Double action hydrolic floor spring each 900.00

Hinges:Butt hinges (light / ordinary type):

246 0378 125x70x4mm each 75.00247 0379 100x70x4mm each 50.00248 0380 75x40x2.5mm each 25.00249 0381 50x40x2.5mm each 15.00

Butt hinges (heavy type):250 0382 125x85x5.5mm (0.70 kg) each 120.00251 0383 100x85x5.5mm (0.56 kg) each 100.00252 0384 75x65x4.0mm (0.20 kg) each 55.00

Double acting Spring Hinges:253 0392 150mm each 280.00254 0393 125mm each 180.00255 0394 100mm each 150.00

Parliamentary hinges:256 0385 150x125x27x5mm each 170.00257 0386 125x125x27x5mm each 165.00258 0387 100x125x27x5mm each 150.00259 0388 75x100x20x3.2mm each 120.00

Single acting spring hinges:260 0389 150mm each 175.00261 0390 125mm each 150.00262 0391 100mm each 110.00

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263 0413 Martice latch and lock 100x65mm with 6 levers each 530.00and a pair of brass lever handles

264 0414 Martice latch 100mmx65mm with a pair of brass each 450.00lever handles

265 0438 Night latch each 500.00266 0427 Quadrant stays 300mm each 65.00267 7001 100mm martice latch & lock with 6 levers without pair each 400.00

of hanles

Screws:268 0449 50mm cent 225.00269 0450 40mm cent 180.00270 0451 30mm cent 130.00271 0452 25mm cent 100.00272 0453 20mm cent 65.00

Tower bolts (barrel type):273 0400 250x10mm each 180.00274 0401 200x10mm each 160.00275 0402 150x10mm each 120.00276 0403 100x10mm each 90.00

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

277 0569 300mm weighing not less than 0.33 kg each 95.00278 0570 250mm weighing not less than 0.28 kg each 85.00279 0571 200mm weighing not less than 0.24 kg each 70.00280 0568 Casement window fastner each 60.00281 0575 Chain with hook for fanlight catch each 15.00

Cupboard lock (Nickled):282 2468 40mm size each 40.00283 2469 50mm size each 50.00284 2470 65mm size each 60.00285 2471 75mm size each 70.00

Door latch:286 0545 300x16x5mm (380 gms) each 100.00287 0546 250x16x5mm (350 gms) each 85.00

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Flush bolts:288 0551 250mm each 110.00289 0552 150mm each 70.00290 0553 100mm each 50.00291 0573 Fanlight catch each 30.00292 0574 Fanlight pivot each 25.00

Handles293 0555 125mm with plate 175x32mm each 150.00294 0556 100mm with plate 150x32mm each 125.00295 0557 75mm with plate 125x32mm each 95.00

Hasps and staples (safety type):296 0576 150mm each 65.00297 0577 115mm each 50.00298 0578 90mm each 45.00

Butt hinges (Heavy type)299 0523 110x70x5.5mm (560 gms) each 130.00300 0524 75x65x4mm (200 gms) each 55.00

Butt hinges (Light / Ordinary type) :301 0525 125x70x4 mm each 60.00302 0526 100x70x4 mm each 50.00303 0527 75x40x2.5 mm each 25.00304 0528 50x40x2.5 mm each 20.00

Single acting spring hinges :305 0533 150 mm each 170.00306 0534 125 mm each 125.00307 0535 100 mm each 100.00308 0558 Mortice latch & lock 100x65mm with 6 levers and a

pair of brass lever and a pair of brass handles each 480.00309 0583 Night latch each 410.00310 2467 Pull bolt (locking bolt of size 85mmx42mm with screws,

bolts, nuts and washers complete each 120.00311 0572 Quadrant stay 300mm each 100.00

Rods (Curtain rods of 1.25mm thick)

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312 0590 12mm diameter metre 110.00313 0591 20mm diameter metre 160.00314 0592 25mm diameter metre 195.00

Screws :315 0585 50mm cent 190.00316 0586 40mm cent 185.00317 0587 30mm cent 130.00318 0588 25mm cent 90.00319 0589 20mm cent 70.00

320 7023 Chromium plated brackets (curtain rods) each 7.00321 7057 Hydraulic door closer tubular type aluminimum extruded

section body - Eddy each 650.00322 7058 Hydraulic door closer tubular type aluminimum extruded

section body - Mytel each 900.00323 0584 Wardrobe knob 50mm each 30.00

COPPER OXIDISED FITTINGS (BRASS)Screws:

324 0517 50 mm cent 150.00325 0518 40 mm cent 120.00326 0519 30 mm cent 90.00327 0520 25 mm cent 60.00328 0521 20 mm cent 40.00

OXIDISED MILD STEEL FITTINGS:329 0678 Chain with hook for fan light catch 300mm each 30.00

Door latch:330 0662 300x20x6mm each 30.00331 0663 250x20x6mm each 25.00332 0676 Fan light catch each 10.00333 0677 Fan light pivot each 10.00

Handles:

Puducherry Page 13


334 0668 125mm each 20.00335 0669 100mm each 15.00336 0670 75mm each 10.00337 2449 Pull bolt lock of size 85mmx42mm with bolts and nuts each 25.00

complete

Hasps and staples (safety type):338 0679 150mm each 15.00339 0680 115mm each 12.00340 0681 90mm each 10.00

Hinges:Butt hinges:

341 0642 125x65x2.12mm each 15.00342 0643 100x58x1.9mm each 10.00343 0644 75x47x1.7mm each 8.00344 0645 50x37x1.5mm each 6.00

Double acting spring hinges:345 0653 150mm each 70.00346 0654 125mm each 60.00347 0655 100mm each 40.00

Parliamentary hinges:348 0646 150x125x27x2.80mm each 35.00349 0647 125x125x27x2.80mm each 28.00350 0648 100x125x27x2.80mm each 25.00351 0649 75x100x20x2.24mm each 20.00

Single acting spring hinges:352 0650 150mm each 65.00353 0651 125mm each 60.00354 0652 100mm each 42.00

Piano hinges:355 0656 1mm thick 35mm wide finished with nickel plating metre 35.00356 0657 1mm thick 35mm wide finished with brass plating metre 45.00

Oxidised M.S. piano hinges finished with brass plating

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357 7483 50 mm (Over all width) metre 25.00358 7484 65 mm (Over all width) metre 30.00

Oxidised M.S. hinges finished with nickel plating359 7485 50 mm (Over all width) metre 27.00360 7486 65 mm (Over all width) metre 32.00

M.S. piano hinges finished with nickel plating361 7487 50 mm (Over all width) metre 22.00362 7488 65 mm (Over all width) metre 25.00

Tee hinges:363 0658 300x115x2.24mm each 20.00364 0659 250x100x2.24mm each 18.00

Hooks and Eyes:365 0671 300mm each 13.00366 0672 250mm each 10.00367 0673 200mm each 8.00368 0674 150mm each 5.00369 0675 100mm each 3.00

Screws:370 0682 50mm cent 50.00371 0683 40mm cent 45.00372 7040 35mm cent 40.00373 0684 30mm cent 30.00374 0685 25mm cent 25.00375 0686 20mm cent 20.00

Sliding door bolts:376 0660 300x16mm each 55.00377 0661 250x16mm each 40.00

Tower bolts (barrel type):378 0664 250x10mm each 35.00379 0665 200x10mm each 25.00

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380 0666 150x10mm each 20.00381 0667 100x10mm each 15.00

Casement stay (straight peg type)382 7063 300 mm not less than 0.33 kg each 15.00383 7064 250 mm not less than 0.28 kg each 12.00384 7065 200 mm not less than 0.24 kg each 10.00385 7184 Safety chain weighing not less than450gms for doors each 30.00

MILD STEEL FITTINGS BRIGHT FINISHED ORBLACK ENAMELED:

386 0641 Bolts and nuts 50x6mm each 4.00387 0630 Chain with hook for fanlight catch 300mm long each 5.00388 0628 Fan light catch each 5.00389 0629 Fan light pivot each 4.00

Handles:390 0620 125mm each 8.00391 0621 100mm each 6.00392 0622 75mm each 5.00

Hasps and staples(safety type)393 0631 150mm each 7.00394 0632 115mm each 6.00395 0633 90mm each 5.00396 0634 Helical door spring 150 mm each 35.00

Hinges:Butt hinges:

397 0594 125x65x2.12mm each 10.00398 0595 100x58x1.90mm each 8.00399 7027 100x58x2.5mm each 10.00400 0596 75x47x1.70mm each 5.00401 0597 50x37x1.50mm each 4.00

Double acting spring hinges:402 0605 150 mm each 70.00403 0606 125 mm each 50.00

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404 0607 100 mm each 35.00

Parliamentary hinges:405 0598 150x125x27x2.80 mm each 25.00406 0599 125x125x27x2.80 mm each 18.00407 0600 100x125x27x2.80 mm each 15.00408 0601 75x100x20x2.24 mm each 10.00

Piano hinges:409 0608 1mm thick 35mm wide finished with nickle plating each 20.00

Single actind spring hinges:410 0602 150 mm each 55.00411 0603 125 mm each 50.00412 0604 100 mm each 45.00

Hooks and eyes:413 0623 300 mm each 10.00414 0624 250 mm each 8.00415 0625 200 mm each 6.00416 0626 150 mm each 5.00417 0627 100 mm each 4.00

Screws:418 0635 50mm cent 45.00419 0636 45mm cent 40.00420 0637 40mm cent 30.00421 0638 30mm cent 25.00422 0639 25mm cent 20.00423 0640 20mm cent 15.00

Sliding door bolts bright finished or / and enamelled424 0612 300x16 mm each 25.00425 0613 250x16 mm each 24.00

Tower bolts (Barrel type):426 0616 250x10 mm each 20.00427 0617 200x10 mm each 15.00428 0618 150x10 mm each 13.00429 0619 100x10 mm each 10.00

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M.S tower bolt-bright finished / black stove enamelled:430 7350 250 x 10 mm each 35.00431 7351 200 x 10 mm each 30.00432 7352 150 x 10 mm each 28.00433 7353 100 x 10 mm each 25.00

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

434 7066 100 mm each 8.00435 7067 150 mm each 15.00

436 7034 Nickle plated M.S. pipe 20mm dia. metre 60.00437 7035 Nickle plated M.S. brackets Curtain rod 20mm each 3.00

FLUSH DOORSBlack Board ConstructionTeak wood ply on both faces:

438 0713 35mm thick sqm 1450.00439 0714 30mm thick sqm 1350.00440 0715 25mm thick sqm 1300.00441 0800 30mm thick kuttys Eleganza door shutter sqm 1800.00442 0801 35mm thick kuttys Eleganza door shutter sqm 1850.00443 0802 38mm thick kuttys Eleganza door shutter sqm 1900.00

Commercial ply on both faces:444 0717 35mm thick sqm 1150.00445 0718 30mm thick sqm 1100.00446 0719 25mm thick sqm 1050.00

447 0752 Lipping sqm of door 300.00

448 7049 Teak wood lipping of size 25x3 mm in pelmets metre 10.00

Vision Panel

449 0753 Squaresqm of door area

90.00

450 0754 Circularsqm of door area

88.00

451 0755 Flush door -Louvers-Decorative type sqm 170.00

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452 0757 Rebate cuttingsqm of door area

35.00

453 0761 Fuel wood qtl 200.00

Galvanised steel bolt and nuts / sheets:454 1022 Galvanised steel bolts and nuts 6mm dia and 25mm

long round head with slots ten 10.00455 1023 Galvanised steel J or L hooks-8mm dia. ten 45.00456 1024 Galvanised steel bolts and nuts 10mm dia 125mm ln each 10.00457 1028 Galvanised steel straining bolt each 35.00458 1029A G.I.Barbed wire qtl 3500.00459 1030 Galvanised steel turn buckles each 8.00460 1033 Galvanised steel bolts and nuts-8mm dia. each 5.00461 3050 Galvanised steel corrugated sheets qtl 3600.00462 0992 Galvanised steel plain sheet qtl 3600.00463 7029 Galvanised wire mesh of average width of aperture

1.4 mm and nominal dia. of wire 0.63 mm sqm 150.00

Glass sheets/strips:464 2405 Glass sheet of nominal thickness 3mm (weighing sqm 205.00

not less than 7.5 kg/sqm.)465 2406 Glass sheet of nominal thickness 4mm (weighing sqm 270.00

not 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

466 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

467 2408 Glass sheet frosted nominal thick 3mm sqm 210.00468 1149 Glass strips 4mm thick 40mm deep metre 5.00469 1150 Glass strips 6mm thick 40mm deep metre 7.00470 2705 Glass strips 4mm thick 25mm deep metre 3.00471 2706 Glass strips 4mm thick 50mm deep metre 6.00472 2707 Glass strips 4mm thick 78mm deep metre 10.00473 2709 Glass strips 4mm thick 62mm deep metre 8.00474 0304 Gravel cum 300.00475 0763 Glue kg 60.00476 1036 Iron Pintels including welded pin each 25.00

Puducherry Page 19


Jali (cement concrete):477 0768 50mm thick sqm 240.00478 0769 40mm thick sqm 200.00479 0770 25mm thick sqm 180.00

Lime:480 0773 Unslaked lime qtl 250.00481 0775 White lime qtl 275.00482 0776 Satna lime qtl 150.00483 0777 Slaked lime cum 650.00

Marble chips upto 4mm and down size:484 0784 Marble dust/ powder cum 1600.00485 0785 White & Black qtl 120.00486 0786 Chocolate, grey or yellow qtl 100.00487 0787 Baroda green qtl 100.00488 0788 Large size above 4mm White & Black qtl 120.00

MARBLE SLABS:GREY MARBLE

489 6020 15mm thick sqm 600.00

Makrana Doongri Adanga marble (15 mm thick)490 7279 Above 0.2 sqm upto 0.5 sqm sqm 430.00491 7280 Above 0.5 sqm upto 1.0 sqm sqm 600.00492 7281 Above 1.0 sqm upto 2.0 sqm sqm 680.00

PINK MARBLEPlain:

493 6007 15mm thick sqm 800.00

WHITE MARBLEMakrana Doongri adanga veined

494 6004 15mm thick sqm 650.00

495 6004A Mouurvadu 15mm thick sqm 810.00496 6004B Baroda green 15mm thick sqm 810.00

Makrana IInd quality plain:497 6001 15mm thick sqm 1300.00

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Makrana second quality plain:498 1237 Cutting marble/sand stone slab upto 50 mm thick metre 5.00499 7244 Rajnagar marble stone 15mm thick ( 105 x 60 cm) sqm 900.00500 7245 Granite stone 18mm thick ( 105 x 60 cm) sqm 1750.00

Polished Granite Black (18 mm thick):501 7295 Above 0.2 sqm upto 0.5 sqm sqm 1400.00502 7296 Above 0.5 sqm upto 1.0 sqm sqm 1500.00503 7297 Above 1.0 sqm upto 2.0 sqm sqm 1550.00

Polished Granite pink (18 mm thick):504 7299 Above 0.2 sqm upto 0.5 sqm sqm 1150.00505 7300 Above 0.5 sqm upto 1.0 sqm sqm 1250.00506 7301 Above 1.0 sqm upto 2.0 sqm sqm 1400.00

Polished Granite grey (18 mm thick):507 7303 Above 0.2 sqm upto 0.5 sqm sqm 1450.00508 7304 Above 0.5 sqm upto 1.0 sqm sqm 1600.00509 7305 Above 1.0 sqm upto 2.0 sqm sqm 1800.00

Polished Granite Ruby red (18 mm thick):510 7299A Above 0.2 sqm upto 0.5 sqm sqm 1450.00511 7300A Above 0.5 sqm upto 1.0 sqm sqm 1600.00512 7301A Above 1.0 sqm upto 2.0 sqm sqm 1750.00513 2710 Marble stone pieces for crazy flooring qtl 100.00514 0808 Metallic floor hardener qtl 600.00

METAL BEADING:515 1143 Steel metre 25.00516 1144 Aluminium metre 50.00517 7349 12 mm M.S. U beading metre 5.00518 0810 Moorum cum 300.00519 0811 Mud (dry) cum 10.00

OIL:520 0771 Kerosene oil litre 17.00521 1235 Diesel oil litre 33.00522 0818 Linseed oil (double boiled) litre 80.00

Paints: (Asian / Dulux / Nerolac)

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523 0826 Aluminium paint litre 180.00524 0827 Acid proof paint litre 160.00525 0828 Anticorrosive bituminous paint(black) litre 105.00526 0828A Black board paint litre 120.00527 0829 Black Japan paint litre 90.00528 0830 Enamel paint litre 140.00529 0831 Floor enamel paint in all shades litre 140.00530 0833 Synthetic enamel paint black or chocolate shade litre 140.00531 0834 Synthetic enamel paint in all shades except

black or chocolate litre 140.00532 0835 Plastic emulsion paint litre 185.00

533 0835-A Exterior emulsion-Premium qlty.(Asian,Dulux,Berger) litre 220.00534 0835-B Exterior emulsion-Commercial qlty.(Asian,Dulux,Berger) litre 150.00535 0835-C Interior Emulsion paint litre 275.00536 0840 Ready mixed paint for steel work in all shades

except white or green litre 140.00537 0842 Ready mixed paint for wood work litre 140.00538 0843 Ready mixed paint for steel work litre 140.00539 0844 Roofing paint for iron sheets in white,

grey or green shade litre 140.00540 0845 Roofing paint for iron sheets in red colour litre 140.00541 0848 Red oxide litre 85.00542 0849 White lead (ready mixed) litre 120.00543 0850 White lead kg 60.00544 0851 Water proofing cement paint kg 40.00545 0859 Oil type wood preservative litre 60.00546 7239 Epoxy paint litre 260.00547 0865 Pig lead (Australian lead of 99.97% purity) kg 125.00548 0877 Textured exterior paint "Sandtex-Matt" litre 180.00549 0878 Acrylic exterior paint "Trump" litre 135.00550 0879A Premium Acrylic exterior paint "Snowcryl-XT" litre 220.00551 0880A Multi surface paint "Uni-Gloss" litre 245.00

Pigments:552 0874 Black colour dark shade kg 50.00553 0875 Red, chocolate,orange,buff or yellow (red oxide of iron)

light shade kg 80.00554 0876 Green or blue medium shade kg 60.00

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555 0874B Rate avg. 0874 & 0875 kg 65.00

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

556 0879 50/50.8mm dia metre 18.00557 0880 80/81.2mm dia metre 22.00558 0881 100/101.6mm dia metre 27.00

Asbestos cement bends:559 0890 50/50.8 mm dia without door each 15.00560 0892 80/81.2mm dia without door each 18.00561 0894 100/101.6mm dia without door each 21.00

Asbestos cement standard shoe:562 0928 50/50.8mm dia each 13.00563 0929 80/81.2mm dia each 16.00564 0930 100/101.6mm dia each 17.00

Asbestos cement cowl:565 7005A 80/81.2mm dia each 20.00566 7005B 100/101.6mm dia each 22.00

Asbestos cement hexagonal rain water head567 0931 250x200/241.3x203.2 mm dia and 100/101.6 mm dia each 28.00568 0932 300x250 mm and 100 mm dia each 33.00569 0933 400x300 mm and 100 mm dia each 50.00

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

570 0961 75mm dia each 75.00571 0962 100mm dia each 90.00572 0963 150mm dia each 210.00

Sand cast iron plain shoe:573 0964 75mm dia each 55.00574 0965 100mm dia each 75.00575 0966 150mm dia each 150.00

Sand cast iron tee:

Puducherry Page 23


576 7087 150 mm each 350.00

Sand cast iron rain water pipes:577 0958 75mm dia and 1.80 metre long each 290.00578 0959 100mm dia and 1.80 metre long each 390.00579 0960 150mm dia and 1.80 metre long each 550.00580 0967 Plate - copper kg 150.00

Pulleys:581 0968 38 mm dia each 15.00582 0969 25 mm dia each 15.00583 4013 40 mm dia each 16.00584 0870 Pully plug each 10.00

Plastic water proofing compound:585 1699A Fixostop/Fixopan of type 150A 8mm to 11mm thk metre 260.00586 1699B Fixostop/Fixopan of type 150B 4mm to 5mm thk metre 140.00587 1699C Fixostop/fixopan of type 150A 8mm to 10mm thick metre 260.00

Primers:588 0820 Cement primer litre 90.00589 0821 Distemper primer litre 90.00590 0823 Pink primer (for wood) litre 92.00591 4202 zinc chromate primer litre 130.00592 4201 Aluminium primer litre 110.00593 0824 Primer for cement paint "CEMPROVER" litre 80.00594 0825 Special primer (C.W) litre 90.00595 0826A Metal primer (U.G) litre 100.00

Polish:596 0853 French polish litre 100.00597 0855 Wax polish (ready made) kg 210.00598 0863 Putty for wood work kg 30.00

PVC Sheets:599 2711L Polyvinyle chloride lamination sheet 1.1mm th. sqm 310.00600 2711 Polyvinyle chloride sheet 1.5mm thick sqm 300.00601 2712 Polyvinyle chloride sheet 2mm thick sqm 330.00602 3002 Polyvinyle cholride sheet 400 micron thk. sqm 70.00

PVC Shutters:

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603 0723A PVC door shutter with PVC frames - 32 mm thick sqm 1800.00604 0723C PVC door shutter with PVC frames - 25 mm thick sqm 1200.00605 0723B PVC door shutter - 32 mm thick sqm 1180.00606 0723D PVC door shutter - 25 mm thick sqm 800.00

Rolling shutters and its parts:607 0973 Rolling shutters made of 80x1.25mm machine

rolled laths sqm 1950.00608 7044 Rolling shutters of 80x0.90 mm laths sqm 1600.00609 7045 Rolling shutters of 80x1.20 mm laths sqm 1800.00610 0974 Top cover for rolling shutters 1.25 mm thick metre 440.00611 7046 Top cover of rolling shutters 0.90 mm thick metre 330.00612 7047 Top cover of rolling shutters 1.20 mm thick metre 390.00613 0975 27.5cm long wire spring grade No.2 for

rolling shutters each 380.00614 0976 Ball bearing for rolling shutters each 250.00615 7068 Extra for providing grilled rolling shutters

with 8 mm dia. M.S. sqm 150.00

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

616 0977 Exceeding 10.00 sqm and upto 16.80 sqm area of door sqm 250.00617 0978 Exceeding 16.80 sqm area of door sqm 300.00

Rubber sheet618 2736 Rubber sheet 3.2mm thick sqm 210.00619 7390 Neoprin/EPDM rubber gasket metre 21.00

Sand:620 0982 Coarse sand (zone III) sand for filling cum 400.00621 0983 Fine sand (zone IV) sand for mortar cum 450.00

622 0999 Shellac kg 85.00623 1000 Spirit litre 28.00624 1001 Spunyarn kg 29.00

Steel doors and windows:625 4006 Pressed steel door frames (mild steel sheet

1.25mm) profile 'A' metre 120.00626 4007 Pressed steel door frames (mild steel sheet

Puducherry Page 25


1.25mm) profile 'B' metre 135.00627 4008 Pressed steel door frames (mild steel sheet

1.25mm) profile 'C' metre 160.00628 4014 Ready made steel door with necessary hinges, lugs

and glazing clips excluding other fittings & their fixing sqm 1300.00629 4015 Readymade steel window (fixed) with lugs, and

glazing clips excluding other fitting and their fixing sqm 650.00630 4016 Readymade steel window (side hung) with lugs,

hinges and glazing clips excluding other fittingand their fixing sqm 1050.00

631 4017 Readymade steel window (top hung) with lugs,hinges and glazing clips excluding other fittingand their fixing sqm 1050.00

632 4018 Readymade steel ventilator (central hung) withpivots, lugs, glazing clips excluding otherfitting and their fixing sqm 1050.00

Steel:633 1014 Mild steel barbed wire qtl 3000.00634 1015 Mild steel expanded metal 20 x 60 mm sqm 210.00635 1034 Bolts and nuts upto 300mm in length qtl 3000.00636 1035 Bolts and nuts above 300mm in length qtl 3000.00637 1013 M.S. steel sheet for tanks kg 30.00638 1038A Expanded metal mesh 20mmx60mm - 1.6mm thick sqm 80.00639 1008 Flats upto 10mm in thickness kg 35.00640 1009 Flats exceeding 10mm thickness kg 36.00641 1002 M.S. round bars 12mm dia and below kg 28.00642 1003 M.S. round bars above 12mm dia kg 28.00643 1004 Mild steel round bars for reinforcement kg 28.00644 1005 Twisted steel/deformed bars/for reinforcement Deleted645 1005-A Steel-TMT (TISCON / VIZAG / IISCO / SAIL) kg 33.50646 1006 M.S. square bars kg 30.00647 1007 Structurals such as tees, angles, channels

and R.S. joists kg 36.00648 1007A Structurals such as tees, angles, channels

above 75mm depth kg 37.00649 1010 M.S. plates kg 35.00650 1016 20x6mm mild steel clamps 15 cm long

Puducherry Page 26


(for securing chicks) each 16.00651 1017 M.S. ring 40mm dia 6mm round bar each 6.00652 1019 M.S. Hooks each 3.00653 1020 M.S. rivets qtl 3000.00654 1021 Hard drawn steel wire fabric sqm 235.00655 7013 Ceiling angle kg 28.00656 1025 Mild steel bolts 6 mm dia and 25mm long

with hexagonal head ten 10.00657 1226 Pull bolt (locking bold) with screws complete each 40.00658 4009 M.S. tubes hot finished welded type kg 42.00659 4010 M.S. tubes hot finished seamless type kg 44.00660 4011 M.S. tubes electric resistant or induction butt welded kg 50.00661 1221 20 mm dia holding down bolts qtl 3000.00662 1222 M.S. sheets with bolts&nuts to rest on pintels each 130.00663 1225 M.S flat strap fitting qtl 3000.00

664 7395 6mm dia. M.S. adjustable hangers including clips each 39.00(upto 1.2 m length)

665 7319 Wall form panel 1250x500 mm each 1300.00666 7320 Tie bolt 12mm dia 100mm length each 48.00667 7321 Tie bolt 12mm dia 150mm length each 51.00668 7322 Tie bolt 20mm dia 150mm length each 95.00669 7323 Tie bolt 20mm dia 225mm length each 120.00670 7324 Spring coil 12mm each 14.00671 7325 Plastic cone 12mm dia each 18.00672 7326 Corner angle 45x45x5 mm 1.50 m long each 460.00673 7327 100 mm channel shoulder 2.5 m long each 1750.00674 7328 Double clip (bridge clip) each 120.00675 7329 Single clip each 100.00676 7330 M.S. tube 40mm dia. metre 200.00677 7331 Wall form panel 1250x450mm each 1250.00678 7332 Corner angle 45x45x5m 2.50m long each 450.00679 7333 Corner clamp 450x1070m each 2000.00680 7334 Prop 2m (2-3.5m) each 1500.00681 7335 Binding wire kg 38.00682 7342 Adjustable span ESO+SI(2.35-3.40) each 2500.00683 7343 Adjustable telescopic prop 3 m (2.02 - 3.75m) each 1650.00684 7344 Beam clamp 300-380mm (450-1070 mm) each 625.00

Puducherry Page 27


685 7345 Prop 4 m each 44.00686 7346 Double coupler each 70.00687 7347 Cadmium plated full threaded steel screws cent 32.00688 7388 Dash hold fastener 12.5 mm dia, 40 mm long

with 6 mm dia bolt each 55.00

Stones and stone tiles:689 1203H Rough stone for R.R.work cum 625.00690 1203C Rough stone for revetment cum 625.00691 1203D Jetty stone / Armour stone / Core stone MT 330.00692 1203E Bond stone cent 750.00693 1163 White sand stone slab 75mm(un-polished) sqm 250.00694 1165 White sand stone slab 40mm thick sqm 170.00695 1168 Kota stone slab 20 mm to 25 mm thick (semi polished) sqm 325.00696 1168A Kota stone slab 20 mm to 25 mm thick (semi polished)697 5' & above 5' sqm 375.00698 7013A Both side polished cuddapha slab sqm 172.00699 1154 Through and bond stone cent 700.00700 1157 Stone for masonry work cum 660.00701 1158 Stone for pitching 15 cm x 22.5 cm cum 550.00702 7461A Thanthoori stone - 25mm thick sqm 200.00

Tiles703 1201 Precast terrazo tiles 20 mm thick (light shade) sqm 225.00704 1202 Precast terrazo tiles 20 mm thick (medium shade) sqm 175.00705 1203 Precast terrazo tiles 20 mm thick (dark shade) sqm 165.00706 7236 Precast chequered cement tiles 22 mm thick

dark shade using ordinary cement sqm 270.00707 7237 Precast chequered cement tiles 22 mm thick

medium shade using 50% white cement and 50% grey sqm 350.00708 1227 Chequered terrazo tiles 22 mm thick (light shade) sqm 240.00709 1228 Chequered terrazo tiles 22mm thick (medium shade) sqm 195.00710 1229 Chequered terrazo tiles 22mm thick (dark shade) sqm 170.00711 2701 Chequered terrazo tiles 30 mm thick (light shade) sqm 250.00712 2702 Chequered terrazo tiles 30 mm thick (medium shade) sqm 200.00713 2703 Chequered terrazo tiles 30 mm thick (dark shade) sqm 180.00714 7072 Single fired Ceramic tiles 8 mm thick with

Puducherry Page 28


matt finish - 150 x 150 mm size ten 110.00715 1257A Thermocole ceiling tiles - 19mm thick sqm 160.00716 2806 White glazed tiles 152x152mm / 100x100 mm / 200x300 mm

200x100 mm size 5 mm thick (Johnson / Somany) sqm 330.00717 7185 Colour glazed tiles 152x152mm / 100x100 mm / 200 x 300 mm

200x100 mm size 5 mm thick (Johnson / Somany) sqm 330.00718 7186 Factory printed glazed tiles 5 mm thick (Johnson / Somany) sqm 330.00719 7076 White/ off white glazed screen printed tiles

of minimum thickness 5 mm - 150 x 150 mm size (Johnson /Som ten 100.00720 2717 Polyvinyle chloride tiles 1.5 mm thick sqm 270.00721 2717A Sun control film sqm 220.00722 2718 Polyvinyle chloride tiles 2mm thick sqm 290.00723 1203B 25mm thick c.c.flooring tiles - (Ultra/Endura) sqm 385.00724 2750 8mm thick granite stone (mirror polished) sqm 500.00725 2751 8 mm thick marble tiles (polished) Raj Nagar sqm 300.00

726 2752 18 to 20 mm (average) thick Doongri - Adangamarble tiles (polished) sqm 325.00

727 2753 7.0 mm thick ceramic tiles of all shades 330x330mm/200x200mm/200x100mm(as per manufacture'sspecification) sqm 300.00

728 2753-F10mm thick fully vitrified tiles 60cmx60cm (Johnson/Regency/Naveen) sqm 810.00

729 2753-G 10mm thick fully vitrified tiles 60cmx60cm (bell make) sqm 970.00

730 2753-H8mm thick fully vitrified tiles 45cmx45sqm (johnson/regency/naveen) sqm 540.00

731 2753-I8mm thick fully rectified tiles 40.5x40,5cm (johnson/regency/naveen) sqm 370.00

732 2753-J 6mm thick ceramic tiles 30x30cm(johnson/regency/naveen) sqm 250.00733 7070 Chequerred precast cement concrete tiles 22 mm

thick using marble chips of size 6 mm light shadeusing white cement sqm 380.00

734 7077 Acid and alkali resistant tiles size 300x300 mm size10 mm thick ten 370.00

735 1182 Surkhi cum 100.00

Puducherry Page 29


Timber:736 0300 Casurina posts 80mm dia metre 25.00737 0301 Casurina posts 100mm dia metre 30.00738 0302 Casurina posts 125mm dia metre 40.00

0302A Casurina posts 100mm dia to 130mm dia (Average rate) metre 35.000302B Casurina posts 150mm dia metre 67.00

739 1189N Teak wood in scantling (Nigiria) cum Del740 1190N Teak wood in planks (Nigiria) cum Del741 1189B Teak wood in scantling (Burma) cum 100000.00742 1190B Teak wood in planks (Burma) cum 135000.00743 1189C Teak wood in scantling (Malabar) cum 66793.00744 1190C Teak wood in planks (Malabar) cum 114502.00745 1197K Country wood in scantling (Kongu) cum DEL746 1197V Country wood in scantling (vengai) cum DEL747 1198K Country wood in planks (Kongu) cum DEL748 1198V Country wood in planks (vengai) cum DEL749 1197P Country wood in scantling (Padak) cum 42000.00750 1198P Country wood in planks (Padak) cum 58000.00751 2403 Mango wood in scantling cum 12000.00752 2404 Mango wood in planks cum 12700.00753 1230K Extra for selected planks of kongu wood cum 1000.00754 1230T Extra for selected planks of sup.teak wood cum 2000.00

PANELS:755 2412 Ply wood 5 ply with commercial ply on both

faces 6 mm thick sqm 215.00756 2473 Ply wood 3 ply with teak ply one face and sqm 260.00

commercial ply on another face 4mm thick757 0721A 35mm-Factory made panel door & 12mm thk.panel sqm 1650.00758 0722A 30mm-Factory made panel door & 9mm thk.panel sqm 1200.00759 8014A 12mm thick novapon sqm 412.00

Plywood :760 0758 Commercial Ply Wood - 4 mm thick sqm 200.00761 0759 Decorative Ply Wood - 4 mm thick sqm 470.00

Varnishes:762 0856 Ordinary varnish litre 95.00763 0857 Superior copal varnish litre 110.00

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764 0858 Superior spar varnish litre 125.00765 8617 Velvet cloth sqm 150.00

Water proofing materials:766 1213 Water proofing materials kg 25.00767 8620 Water level indicator - Mechanical each 5060.00768 8621 Electronic water level indicator each 28600.00

WASHERS:769 1207 G.I.limpet washer cent 25.00770 1208 Bitumen washer cent 20.00771 1209 G.I.plain washer thick cent 30.00772 1210 G.I plain washer thin cent 25.00

WELDING:773 1214 By gas plant metre 70.00774 1215 By electric plant metre 55.00775 1220 Wire mesh (rabbit) sqm 55.00

776 1216 Whiting qtl 550.00

777 7015 Soffit cleat each 5.00778 7017 Joint finisher kg 37.00779 7019 Dash fastner each 10.00

0.4 MATERIALS FOR SERVICES780 1301 Bleaching powder qtl 2750.00

Board Draining:781 1302 600x450x25mm thick teak wood with skirting each 350.00

and beading782 1303 750x450x25mm thick teak wood with skirting each 400.00

and beading

Bolts and Nuts:783 1956 16mm dia. 60mm long each 35.00784 1957 16mm dia. 65mm long each 38.00785 1958 20mm dia. 65mm long each 65.00786 1959 20mm dia. 70mm long each 67.00787 1960 20mm dia. 75mm long each 70.00788 1961 20mm dia. 80mm long each 71.00

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789 1962 24mm dia. 85mm long each 75.00790 1963 24mm dia. 90mm long each 120.00791 1964 27mm dia. 100mm long each 125.00

Box (Surface):792 1304 For stop cock each 55.00793 1305 For sluice valve each 110.00794 1306 For fire hydrant each 250.00795 1307 For water metre each 190.00

Bracket- C.I:796 1308 For flushing cistern pair 40.00797 1309 For wash basin and sinks pair 50.00798 3750 Brass fisher Union 32 mm each 55.00799 3744 Brass fisher Union 40 mm each 55.00

Chain:800 1314 C.P. brass chain with 32mm dia rubber plug each 25.00801 1315 C.P. brass chain with 40mm dia rubber plug each 30.00

802 1159A Charcoal powder kg 25.00803 1159B Black pigment kg 40.00

Cistern:Controlled low level flushing cistern with fitting - highdensity polythylene / poly propolyne:

804 7358 P.V.C. 10 lts capacity (low level) (white)(with fittings, accessories and flush pipe) each 690.00

805 7359 P.V.C automatic flushing cistern 5 lit capacity each 525.00806 7360 P.V.C. automatic flushing cistern 7.5 lts capacity each 710.00807 7361 P.V.C automatic flushing cistern 10 lit capacity each 890.00808 7362 P.V.C. automatic flushing cistern 15 lts capacity each 1100.00

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

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809 7122 10 lit. (full flush) capacity - white each 610.00810 7123 10 lit. (full flush) capacity - coloured each 780.00811 7124 8 lit. (full flush) capacity - white each 670.00812 7125 8 lit. (full flush) capacity - coloured each 1000.00

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

813 7126 10 litre (full flush) capacity white each 4750.00814 7127 10 litre (full flush) capacity coloured each 6400.00815 7106 Coloured low level flushing cistern 10 litres

(Vitreous china) each 5500.00816 7005 10 litres without fitting (vitreous china) each 4200.00817 7006 10 litres with fittings (vitreous china) each 6000.00

High level Automatic C.I. flushing cistern:818 1325 5 litres with fittings each DEL819 1326 10 litres with fittings each DEL820 1327 15 litres with fittings each DEL

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

821 0886 For 150mm dia. pipe each 25.00822 1331 For 100mm dia. pipe each 15.00823 0888 For 80mm dia. pipe each 10.00824 1332 For 75mm dia. pipe each 8.00825 1333 For 50mm dia..pipe each 7.00826 1329 For 32mm dia..pipe each 7.00827 1334 Clamps and M.S. stays including bolts and nuts

For 50mm Pipe each 15.00828 1335 Clamps and M.S. stays including bolts and nuts

For 75mm Pipe each 15.00829 1330 Clamps and M.S. stays including bolts and nuts

For 100mm pipe each 15.00

Clearing eye with chain and lid830 1336 100mm dia each 27.00

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831 1337 150mm dia each 30.00

Cocks:Brass bib cocks:

832 1339 15mm dia. each 120.00833 1340 20mm dia. each 150.00834 1341 25mm dia. each 225.00

C.P Brass bib cocks:835 7257 15mm dia. each 150.00836 7258 15mm long nose each 210.00837 7259 15mm long body each 250.00

Brass stop cock:838 1342 15mm dia. each 110.00839 1343 20mm dia. each 165.00840 1344 25mm dia. each 185.00841 1345 32mm dia. each 225.00842 1346 40mm dia. each 275.00843 1347 50mm dia. each 300.00

C.P brass stop cock844 7260 15 mm dia. each 225.00

845 1350 Coupling (Mosquito proof) of approved design each 30.00

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

846 3860 With frame each 2300.00847 3861 Without frame each 1250.00

M.D 500 mm dia.848 1356 With frame each 1150.00849 1357 Without frame each 850.00

L.D Square:

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850 1352 Without frame 300x300mm light duty each 225.00851 1353 With frame 300x300mm inside cover of 4.50 Kg. each 225.00

L.D Rectangular852 1354 With frame 455x610mm light duty each 800.00853 1355 Without frame 455x610mm light duty each 325.00854 7130 Precast RCC manhole cover-LD 25 rect.-600x450mm each 575.00855 7131 Precast RCC manhole cover-LD 25 sq.-350x350mm each 500.00856 7132 Precast RCC manhole cover-LD 25 circular- 450mm each 450.00857 7133 Precast RCC manhole cover-MD 10 rect.-500x500mm each 550.00858 7134 Precast RCC manhole cover-MD 10 circular- 500mm each 550.00859 7135 Precast RCC manhole cover-HD 20 circular- 560mm each 780.00860 7136 Precast RCC manhole cover with frame EHD 35

Circular shape 560mm dia each 2150.00

Ferrule Brass, C.I Mouth :861 1360 15 mm dia each 90.00862 1361 20 mm dia each 145.00863 1362 25 mm dia each 155.00

Dirt box864 7422 Dirt box srainer 80 mm each 2050.00865 7423 Dirt box srainer 100 mm each 3090.00866 7424 Dirt box srainer 150 mm each 4150.00867 7425 Dirt box srainer 200 mm each 5600.00

Draining board868 7364 White glazed fire clay draining board

600x450x25 mm each 425.00869 7365 Raj Nagar Marble stone draining board

600x450x25 mm each 350.00

Foot rests:870 1970 Vitreous china 250x125x25mm pair 70.00871 1363 Vitreous china 250x130x30mm pair 65.00

Grating - C.I:872 1364 100x100mm each 13.00

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873 1365 125x125mm each 15.00874 1366 150x150mm each 18.00875 1367 180x180mm each 21.00876 1368 Grating (Gully) C.I. with frame 500x450mm each 440.00877 1369 Grating (S.C.I) for gully or Nahni each 10.00

Precast R.C.C grating with frame878 7380 500x450mm horizontal grating each 625.00879 7381 450x100mm vertical grating each 325.00

880 7108 Stainless steel grating 75 mm dia. each 18.00881 7109 Stainless steel grating 100 mm dia. each 20.00

882 1371 Hydrant (FIRE) each 1600.00

883 1693 Hand pump each 700.00

Insertion of rubber for pipe joints:884 1372 50mm dia pipe joints each 14.00885 1373 80mm dia pipe joints each 16.00886 1374 100mm dia pipe joints each 17.00887 1375 125mm dia pipe joints each 18.00888 1376 150mm dia pipe joints each 21.00889 1377 200mm dia pipe joints each 35.00890 1378 250mm dia pipe joints each 45.00891 1379 300mm dia pipe joints each 70.00892 1380 350mm dia pipe joints each 75.00893 1381 400mm dia pipe joints each 85.00894 1382 450mm dia pipe joints each 100.00895 1383 500mm dia pipe joints each 135.00896 1384 600mm dia pipe joints each 150.00

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

897 7110 Circular type (100 mm dia.) each 40.00898 7111 Rectangular with openable circular lid each 45.00

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Mirror with white plastic moulded frame899 7112 Circular shape 450 mm dia. each 250.00900 7113 Rectangular shape 453 x 357 mm each 250.00901 7114 Oval shape 450 x 350 mm (outer dimensions) each 280.00902 7115 Rectangular shape 1500 x 450 mm each 650.00903 1392 Mirror of superior make glass-60x45cm each 375.00904 1393 Single Matting each 15.00905 1396 Pedestal for wash basin (Vitreous china)(Parryware/Hindware) each 750.00

906 1397 Pig lead (Australian lead of 99.97% purity) kg 125.00

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

Single Pile907 7435 Upto 50 tonne capacity pile Deleted908 7436 Above 50 tonne & upto 100 tonne capacity piles Deleted

Group of two or more piles909 7437 Upto 50 tonne capacity each Deleted

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

910 1461 Centrifugally cast (spun) iron S&S pipes(class LA) qtl 3800.00911 1464 S&S.C.I std.specials upto 300mm dia (Heavy Class) qtl 3800.00912 1465 S&S C.I non-std. specials upto 300mm dia.

(Heavy Class) qtl 3900.00913 1466 S&S.C.I std.specials over 300mm dia.(Heavy Class) qtl 4000.00914 1467 S&S C.I non-std. specials over 300mm dia.

(Heavy Class) qtl 4100.00

915 1468 Flanged C.I std. specials upto 300mm dia.

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(Heavy Class) qtl 4100.00916 1469 Flanged C.I non-std spls upto 300mm dia.

(Heavy Class) qtl 4250.00917 1470 Flanged C.I std. specials over 300mm dia.

(Heavy Class) qtl 4400.00918 1471 Flanged C.I non-std.specials over 300mm dia.

(Heavy Class) qtl 4550.00919 1472 Casing pipe 100 mm dia metre 350.00920 0938 C.I. Plain bend-75mm each 150.00921 0939 C.I.Plain bend-100mm each 200.00922 0940 C.I.Plain bend -150mm each 250.00923 0941 CI flat head/corner type bend-75mm each 150.00924 0944 C.I.Plain shoe-75mm dia each 150.00925 0945 C.I. Plain shoe-100mm dia each 200.00926 0946 C.I.Plain shoe-150mm dia each 250.00

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

927 1532 Single stall each 200.00928 1533 Double stall each 350.00929 1534 Range of three stall each 425.00930 1535 Range of four stall each 485.00

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

931 1536 single lipped urinal each 200.00932 1537 Range of two lipped urinals each 350.00933 1538 Range of three lipped urinals each 420.00934 1539 Range of four lipped urinals each 650.00

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

935 1540 Single set of one plate each 235.00936 1544 Galvanised iron telescopic flush pipe with

brass union (32mm) dia each 250.00G.I PIPES AND FITTINGS:G.I Pipes (Class - B):

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937 1545 15mm dia metre 74.88938 1546 20mm dia metre 101.79939 1547 25mm dia metre 143.91940 1548 32mm dia metre 178.54941 1549 40mm dia metre 212.94942 1550 50mm dia metre 272.55943 1551 65mm dia metre 358.00944 1552 80mm dia metre 487.00945 7356 100mm dia metre 667.95946 7357 150mm dia metre 1132.00947 7356A 125mm dia metre 1017.90

G.I. Back (jam) nuts:948 1555 25mm dia each 16.80949 1559 65mm dia each 32.48

950 7397 G.I. check nut 125mm each 48.16

G.I tee (equal):951 1606 15mm dia. each 17.60952 1607 20mm dia. each 28.30953 1608 25mm dia. each 41.60954 1609 32mm dia. each 60.50955 1610 40mm dia. each 83.30956 1611 50mm dia. each 132.80957 1612 65mm dia. each 213.80958 7383 100mm dia each 546.00959 7384 150mm dia. each 720.00960 1612A 80mm dia each 295.68

G.I unions:961 1641 15mm nominal bore each 31.60962 1642 20mm nominal bore each 47.70963 1643 25mm nominal bore each 67.40964 1644 32mm nominal bore each 99.00965 1645 40mm nominal bore each 122.90966 1646 50mm nominal bore each 188.20967 1647 65mm nominal bore each 369.60

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968 1648 80mm nominal bore each 456.03969 7398 100mm nominal bore each 646.86970 7399 150mm nominal bore each 1064.00

SAND CAST IRON SOIL, WASTE AND VENTPIPES AND FITTINGS:

971 1966 S.C.I. Pipe 100mm metre 200.00972 1967 S.C.I. Pipe 150mm metre 320.00

Single socketed pipe 1.8m. long:973 1615 50mm dia pipe each 205.00974 1616 75mm dia pipe each 310.00975 1617 100mm dia pipe each 360.00976 1618 150mm dia pipe each 590.00

Bends:Plain (without access door):

977 1619 50mm dia each 52.00978 1620 75mm dia each 60.00979 1621 100mm dia each 80.00980 1622 150mm dia each 210.00

with access door:981 1623 50mm dia each 65.00982 1624 75mm dia each 85.00983 1625 100mm dia each 100.00

Single equal junctions:Plain (without access door):

984 1626 50x50x50mm dia each 75.00985 1627 75x75x75mm dia each 90.00986 1628 100x100x100mm dia each 140.00

with access door:987 1629 50x50x50mm dia each 80.00988 1630 75x75x75mm dia each 115.00989 1631 100x100x100mm dia each 150.00

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Double equal junctions:Plain (without access door)

990 1632 50x50x50x50mm dia each 110.00991 1633 75x75x75x75mm dia each 145.00992 1634 100x100x100x100mm dia each 190.00

With access door993 1635 50x50x50x50mm dia each 140.00994 1636 75x75x75x75mm dia each 165.00995 1637 100x100x100x100mm dia each 215.00

slotted cowl (terminal guard):996 1638 50mm dia each 45.00997 1639 75mm dia each 65.00998 1640 100mm dia each 80.00

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

999 1653 100x100x75mm dia each 135.001000 1654 100x100x50mm dia each 135.001001 1655 75x75x50mm dia each 100.00

with access door1002 1656 100x100x75mm dia each 170.001003 1657 100x100x50mm dia each 160.001004 1658 75x75x50mm dia each 120.00

Double unequal junctions:Plain (Without access door)

1005 1659 100x100x75x75mm dia each 135.001006 1660 100x100x50x50mm dia each 135.001007 1661 75x75x50x50mm dia each 110.00

With access door1008 1662 100x100x75x75mm dia each 190.001009 1663 100x100x50x50mm dia each 170.001010 1664 75x75x50x50mm dia each 140.00

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Heal rest bend:1011 1665 50mm dia each 66.001012 1666 75mm dia each 82.001013 1667 100mm dia each 100.00

Single equal invert branch of required degree1014 1668 50x50x50mm dia each 90.001015 1669 75x75x75mm dia each 115.001016 1670 100x100x100mm dia each 160.00

Double equal invert branch of required degree1017 1671 50X50X50X50mm dia each 120.001018 1672 75x75x75x75mm dia each 142.001019 1673 100x100x100x100mm dia each 185.00

Single unequal invert branch of req. degree1020 1674 100X100X75mm dia each 140.001021 1675 100x100x50mm dia each 138.001022 1676 75x75x50mm dia each 100.00

Double unequal invert branch of req. degree1023 1677 100X100X75X75mm dia each 205.001024 1678 100x100x50x50mm dia each 205.001025 1679 75x75x50x50mm dia each 175.00

Sand cast iron door pieces1026 1681 50mm dia each 80.001027 1682 75mm dia each 100.001028 1683 100mm dia each 125.00

Collar1029 1684 50mm dia each 35.001030 1685 75mm dia each 45.001031 1686 100mm dia each 50.00

UPVC Connection pipe with brass union30cm length:

1032 1687 15mm dia each 40.001033 1688 20mm dia each 50.00

45cm length:

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1034 1689 15mm dia each 65.001035 1690 20mm dia each 75.00

TEE [S.C.I]1036 1691 100mm dia each 100.001037 1692 150mm dia each 145.00

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

1038 7117 32 mm dia. with length not less than 700 mm each 12.001039 7118 40 mm dia. with length not less than 700 mm each 15.00

Felxible pipe (Coil shaped) with fittings1040 7119 32 mm dia. with length not less than 700 mm each 15.001041 7120 40 mm dia. with length not less than 700 mm each 15.00

RCC Pipes and collarsNP2 Class pipe

1042 1700 100mm dia metre 110.001043 1701 150mm dia metre 120.001044 1702 250mm dia metre 150.001045 1703 300mm dia metre 440.001046 1704 450mm dia metre 630.001047 1705 500mm dia metre 695.001048 1706 600mm dia metre 770.001049 1710 900mm dia metre 1500.00

NP2 Class collars1050 1714 100mm dia each 33.001051 1715 150mm dia each 80.001052 1716 250mm dia each 110.001053 1717 300mm dia each 170.001054 1718 450mm dia each 210.001055 1719 500mm dia each 240.001056 1720 600mm dia each 270.001057 1724 900mm dia each 370.00

Stone ware pipes grade A (60cm long):

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1058 1854 100mm dia each 40.001059 1855 150mm dia each 70.001060 1856 200mm dia each 150.001061 1857 230mm dia each 180.001062 1858 250mm dia each 225.001063 1859 300mm dia each 330.001064 3803 375mm dia each 425.001065 3804 400mm dia each 510.001066 1861 450mm dia each 600.00

PVC Pipes:(Finolex / Jain)1067 1549A 40mm dia. (4Kg/Sqcm) metre 25.001068 1615A 50mm dia. (4Kg/Sqcm) metre 30.001069 1615B 63mm dia. (4Kg/Sqcm) metre 45.001070 1616A 75mm dia. (4Kg/Sqcm) metre 65.001071 1616B 90mm dia. (4Kg/Sqcm) metre 90.001072 1617A 110mm dia. (4Kg/Sqcm) metre 130.001073 1618A 140mm dia. (4 Kg/sqcm) metre 200.001074 8007A 50mm dia. (6Kg/Sqcm) metre 40.001075 8007B 63mm dia. (6Kg/Sqcm) metre 65.001076 8007 75mm dia. (6Kg/Sqcm) metre 90.001077 8007C 90mm dia. (6Kg/Sqcm) metre 125.001078 1617B 110mm dia. (6Kg/Sqcm) metre 185.001079 1618B 140mm dia. (6 Kg/sqcm) metre 310.001080 1619E 20mm dia (15kg/sqcm) metre 22.001081 1619F 25mm dia (15Kg/sqcm) metre 32.001082 1619G 40mm dia. (15Kg/Sqcm) metre 48.00

PVC fittings:(Finolex / Jain)1083 0929A PVC shoe - 75mm dia. each 35.001084 0930A PVC shoe - 110mm dia. each 70.001085 0930B PVC shoe - 140mm dia. each 85.001086 1621C PVC tee - 50mm dia. each 26.001087 8008 PVC tee - 75mm dia. each 85.001088 8005 PVC tee - 110mm dia. each 110.001089 1360A PVC saddle set 160x20mm each 120.00

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1090 1360B PVC saddle set 110x20mm each 75.001091 8010 PVC clamp 75mm dia. each 12.001092 8006 PVC clamp 110mm dia. each 15.001093 8009 PVC door bend 75mm dia. each 45.001094 1621D PVC door bend 140mm dia. each 100.001095 1619A PVC 50mm plain bend without access door each 30.001096 1620A PVC 75mm plain bend without access door each 32.001097 1621A PVC 110mm plain bend without access door each 78.001098 1623A PVC 50mm plain bend with access door each 35.001099 1624A PVC 75mm plain bend with access door each 42.001100 1625A PVC 110mm plain bend with access door each 80.001101 1665A PVC 50mm heel rest bend each 23.001102 1666A PVC 75mm heel rest bend each 32.001103 1667A PVC 110mm heel rest bend each 52.001104 1897A PVC trap 110mm inlet and 110mm outlet each 105.001105 1898A PVC trap 110mm inlet and 75mm outlet each 80.001106 1899A PVC trap 110mm inlet and 50mm outlet each 65.001107 1626A PVC single equal plain jun. w/o door 50x50x50 mm each 33.501108 1627A PVC single equal plain jun 75x75x75mm each 80.001109 1684A PVC reducing socket 75x50mm each 23.001110 1685A PVC reducing socket 110x50mm each 52.201111 1686A PVC reducing socket 110x75mm each 56.501112 1628A PVC sing.eq.pl.jn.without door 110x110x110mm each 125.001113 1629A PVC sing.eq.pl.jn.with door 50x50x50mm each 45.001114 1630A PVC sing.eq.pl.jn.with door 75x75x75mm each 53.001115 1631A PVC sing.eq.pl.jn.with door 110x110x110mm each 85.001116 1631B PVC sing.eq.pl.jn.with door 140x140x140mm each 150.001117 1637A PVC dou.eq.pl.jn.with door 150x150x150x150mm each 234.001118 1637B PVC dou.eq.pl.jn.with door 110x110x110x110mm each 145.001119 1638A PVC terminal guard (vent cowl)- 50mm each 13.001120 1639A PVC terminal guard (vent cowl)- 75mm each 19.551121 1640A PVC terminal guard (vent cowl)- 110mm each 22.001122 1640B PVC terminal guard (vent cowl)- 140mm each 34.001123 7192 UPVC Coupler-75mm dia each 35.001124 7193 UPVC coupler for UPVC Drainage pipes 110mm each 53.001125 7194 UPVC pushfit coupler-75mm dia each 36.001126 7195 UPVC pusufit coupler (single) 110mm each 64.001127 7196 UPVC single equal tee 75x75x75mm each 58.00

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1128 7197 UPVC single equal tee without door 110mm each 110.001129 7198 UPVC single equal tee without door 75x75x75mm each 70.001130 7199 UPVC single equal tee with door 110mm each 125.001131 7188 UPVC single socketed pipe 75 mm dia (4kg/sqcm) metre 78.001132 7189 UPVC single socketed pipe 110 mm dia (4kg/sqcm) metre 147.001133 7208 UPVC bend 87.5 degree 75mm each 48.001134 7209 UPVC bend 87.5 degree 110 mm each 79.001135 7212 UPVC plain shoe bend 75mm each 100.001136 7213 UPVC plain shoe 110 mm bend each 190.001137 7214 UPVC pipe clip bend 75mm each 11.001138 7215 UPVC pipe clip 110 mm bend each 29.00

UPVC Casing pipe & accessories for borewell works:1139 B001 150mm dia plain pipe metre 560.001140 B002 200mm dia plain pipe metre 1175.001141 B003 150mm dia slotted pipe metre 700.001142 B004 200mm dia slotted pipe metre 1250.001143 B005 M.S. centering guide 150mm metre 100.001144 B006 M.S. centering guide 200mm metre 150.001145 B007 M.S. Endcap 200mm each 850.001146 B008 UPVC cone 150mm each 370.001147 B009 UPVC cone 200mm each 570.001148 B011 Pebbles cum 1800.001149 1631S S.W. plain junction 100x100x100mm each 130.00

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

1150 7375 Single lipped urinal each 200.001151 7376 Range of two lipped urinals each 225.001152 7377 Range of three lipped urinals each 250.001153 7378 Range of four lipped urinals each 275.001154 7379 White vitreous china clay half stall urinal flat

back 580x380x350 mm or angle back 450x375x350 mmwith waste fittings as per IS : 2556 each 900.00

1155 1969 Rubber plug each 5.001156 7190 Rubber (Seal) Ring 75 mm dia. metre 12.001157 7191 Rubber (Seal) Ring 110 mm dia. metre 15.00

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Sinks:1158 1863 Kitchen sink(fire clay)-600x450x250mm each 1300.001159 1871 White vitreous china Lab.sink-450x300x150mm each 900.001160 1872 White vitreous china Lab.sink-600x450x200mm each 1500.00

Stainless steel kitchen sink - with drain board1161 7098 510 x 1040 bowl depth 178 mm 1mm thick each 1700.001162 7099 400 x 915 bowl depth 160 mm 1mm thick each 1100.001163 7100 500 x 1000 bowl depth 178 mm 1mm thick each 1600.00

Stainless steel kitchen sink - without drain board1164 7101 610 x 510 bowl depth 200 mm 1mm thick each 1100.001165 7102 535 x 460 bowl depth 178 mm 1mm thick each 1000.001166 7103 510 x 432 bowl depth 172 mm 1mm thick each 900.00

Seats:1167 1875 White plastic seat (Solid) with lid,CPB hin., rub.buf each 220.001168 1876 Black plastic seat (Solid) with lid CPB hin., rub buf each 250.001169 3228 600x120 mm glass shelf with anodised al. angle

frame, C.P brass brackets and guard rail of std. Size each 60.00

Shower rose (CP brass) for 15 to 20mm inlet:1170 1878 100mm dia each 450.001171 1879 150mm dia each 550.00

1172 1881 Spunyarn kg 30.001173 1882 Strainer brass 40mm dia 1.5m long each 325.00

TapC.P. Brass tap:

1174 1885 15 mm dia each 150.001175 1886 20 mm dia each 200.001176 7262 Basin mixer pillar tap 15mm each 750.001177 7363 15 mm tap with elbow opertion lever each 250.00

Tank:1178 1649 Polyethylene water storage tank with cover and

suitable locking arrangement per litre 4.65

Puducherry Page 47


Towel rails:1179 3224 750x20mm A.A. towel rail along with a pair each 120.00

of A.A. brackets1180 3225 600x20mm A.A. towel rail along with a pair each 100.00

of A.A. brackets1181 1888 Towel rail C.P.brass 600x20mm together with a pair

of C.P.brass brackets to fit the size of towel rail each 100.00

Toilet paper holder of standard size1182 1889 C.P.Brass each 60.001183 3749 Vitreous China each 110.00

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

1184 1891 50mm dia each 125.001185 1892 65mm dia each 150.001186 1893 80mm dia each 170.00

Trap (CP brass):1187 1894 32mm dia each 85.001188 1895 40mm dia each 150.00

Sand cast iron trap:1189 1896 With vent heel - 100mm dia each 130.001190 1897 With 100mm inlet and 100mm outlet - 100mm each 150.001191 1898 With 100mm inlet & 75mm outlet each 140.001192 1899 With 100mm inlet and 50mm outlet - 100mm each 100.00

S.W. Gully traps - P type:1193 1900 100x100mm each 40.001194 1901 125x100mm each 50.001195 1902 150x100mm each 60.001196 1903 180x100mm each 75.001197 1904 180x150mm each 95.00

Union (CP brass):1198 3604 32mm each 55.001199 3617 40mm each 75.00

Urinals

Puducherry Page 48


1200 1913 Vitreous china lipped front urinal each 400.001201 1914 Fire clay stall urinal each 2500.001202 1915 Vitreous china squatting plate urinal each 750.00

Valves:1203 7415 Double acting air valve 50mm each 2500.001204 7416 Double acting air valve 80mm each 3500.001205 7417 Double acting air valve 100mm each 4200.001206 7261 C.P Brass angle valve 15 mm each 150.00

Ball valve H.P. with copper float:1207 1916 15mm each 190.001208 1917 20mm each 230.001209 1918 25mm each 300.00

H.P or L.P with Polyethene Floats:1210 1922 15mm dia each 125.001211 1923 20mm dia each 210.001212 1924 25mm dia each 235.00

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

1213 1925 15mm dia each 147.001214 1926 20mm dia each 162.001215 1927 25mm dia each 212.501216 1928 32mm dia each 323.001217 1929 40mm dia each 422.001218 1930 50mm dia each 654.501219 1931 65mm dia each 966.001220 1932 80mm dia each 1435.00

Gunmetal non return valve:Horizontal: (screwed end)

1221 1933 25mm dia each 259.001222 1934 32mm dia each 392.001223 1935 40mm dia each 525.001224 1936 50mm dia each 816.001225 1937 65mm dia each 1365.001226 1938 80mm dia each 2135.00

Puducherry Page 49


1227 7433 100mm dia each 3675.00

Vertical: (screwed end)1228 3080 25mm dia each 188.001229 3084 32mm dia each 274.001230 3088 40mm dia each 338.001231 3092 50mm dia each 544.001232 3096 65mm dia each 750.001233 3300 80mm dia each 1000.001234 7434 100mm dia each 1250.00

Sluice valve (with caps) C.I. class-I1235 1939 80mm dia each 1950.001236 1940 100mm dia each 2600.001237 1941 125mm dia each 3250.001238 1942 150mm dia each 3900.001239 1943 200mm dia each 5750.001240 1944 250mm dia each 8000.001241 1945 300mm dia each 9900.00

Wash Basins (Parryware / Hindware)Flat back wash basin(Vitreous China)

1242 1947 630x450mm each 1399.001243 3229 550x400mm each 520.001244 7004 450x300mm each 500.00

Angle back wash basin (Vitreous China):1245 1949 600x480mm each 1200.001246 1950 400x400mm each 650.001247 3213 Surgeon type wash basin (Vitreous China) of

size 660x460mm each 900.001248 1951 C.P brass waste 32mm each 50.001249 1952 C.P brass waste 40mm each 70.00

Water Closet (Parryware / Hindware)1250 1953 Vitreous China Indian type w.c pan size-580mm each 600.001251 1954 Vitreous China Orissa type w.c pan size-580mm each 720.001252 1955 Vitreous China pedestal type water closet each 770.001253 7104 Coloured Orissa pattern W.C pan 580 x 440 mm each 1100.001254 7105 Coloured Pedestal type W.C pan European type each 1100.00

Puducherry Page 50


1255 7107 Coloured (other than black) solid PVC plasticseat in European W.C. pan each 350.00

Water meter1256 1555A Water meter (incl.testing)15mm(Actaris / GSV/ E&H) each 810.00

Water stops1257 7427 Serrated with central bulb (225 mm wide, 8-11mm tk.) metre 260.001258 7428 Dumb bell with central bulb metre 235.001259 7429 Kickers metre 450.00

MISCELLANEOUS ITEMS:1260 8619 Godrej Nav-tal lock - 65mm size each 250.001261 7492 Lightening arrester each 3450.001262 0993C Netlon mesh using 25mm anodised aluminium strip sqm 250.001263 7355 RCC vent shaft 9.10m long Std. design. each 4500.001264 8622 Empty HDPE Cement bags each 2.001265 7048 Rawl plug 50mm (Designation 10 no) each 10.001266 2488 Plywood 9ply with teak ply on both face 12mm sqm 690.00

1267 2489 Plywood 9ply with teak ply on one face 12mm sqm 550.001268 7306A Anodised aluminium grill kg 400.001269 7306B Anodised aluminium section kg 235.001270 7438 8mm thick- Granite brown sqm 600.001271 7439 8mm thick - Raj nagar white sqm 300.001272 7440 8mm thick-Banswara white sqm 300.001273 7550 Survey charges for tank site hectare 350.001274 7551 Survey charges for channel site Rmt 3.001275 7552 Weighing charges cum 5.001276 7553 M20 grade paver block 227x124x65mm each 9.001277 7554 Laying of precast paver block with Vibrator sqm 100.001278 7562 0.5 HP Suguna / Texmo / Sharp or other equivalent Mono Block each 2585.001279 7563 1 HP Suguna / Texmo / Sharp or other equivalent Mono Block P each 3465.001280 7564 2 HP Suguna / Texmo / Sharp or other equivalent Mono Block P each 8580.001281 9999 Sundries LS 2.56

Puducherry Page 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. 150.0012 0337 H/C for Pin vibrator (needle) per hr. 50.0013 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. 1081.5217 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. 1830.0021 0603 H/C for Truck 10 tonne capacity per hr. 230.8022 0300A H/C for smooth 3 wheeled steel roller per hr. 318.8823 0300B H/C for tandem roller per hr. 825.5224 0305 H/C for Heat master oil fed 1500 lit per hr. 178.8025 0316 H/C for Motor grader 75-120 HP per hr. 1595.8026 0364 H/C for Base mix plant per hr. 827.8027 0365 H/C for hot mix plant per hr. 9119.2028 0306C H/C for disc with harrow per hr. 18.0029 0306B H/C for blade per hr. 11.0030 0606 H/C for wet mix plant 75 tonnes per hr. 827.8031 0607 H/C for electric generating set 125 KVA per hr. 555.0032 0608 H/C for rotavator per hr. 11.0033 0609 H/C for excavator per hr. 1200.0034 0610 H/C for hydraulic chips spreader per hr. 1750.8035 0611 H/C for bitumen pressure distributor per hr. 742.80

Puducherry Page 52


36 0612 H/C for plate compactor per hr. 60.0037 0601 H/C for air compressor 250 cfm per hr. 232.2638 0609A H/C for mechanical broom hydraulic per hr. 256.2639 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.

LABOUR40 0032 Animal cart attendant per day 140.0041 0034 Bhandani per day 130.0042 0028 Bhisthi per day 120.0043 0003 Blacksmith Class I per day 170.0044 0004 Blacksmith Class II per day 150.0045 0016 Blaster per day 140.0046 0018 Breaker per day 140.0047 0006 Carpenter Class II per day 175.0048 0017 Chiseller per day 170.0049 0019 Dresser per day 140.0050 0015 Driller per day 140.0051 0031 Head Mate per day 160.0052 0024 Hot mazdoor per day 140.0053 0030 Mali per day 130.0054 0007 Mason Class I per day 200.0055 0008 Mason Class II per day 175.0056 0001 Mate per day 160.0057 0002 Mazdoor per day 130.0058 0009 Painter/Varnisher/Polisher Class I per day 170.0059 0010 Painter/Varnisher/Polisher Class II per day 150.0060 0033 Ploughing mazdoor per day 140.0061 0020 Skilled dresser per day 140.0062 0021 Skilled mazdoor per day 140.0063 0023 Sprayer per day 140.0064 0026 Spreader per day 140.0065 0025 Tarring Mate per day 140.0066 0011 Blacksmith (Average) per day 160.0067 0013 Mason (Average) per day 190.0068 0061 Operatar(pile) per day 200.00

Puducherry Page 53


69 0062 Mechanic (pile) per day 175.00

MATERIALS FOR ROAD WORK70 0144 Annealed steel wire kg 38.0071 0106 Bitumen 80/100 tonne 20500.0072 0106B Bitumen 60/70 tonne 22500.00

72A 0106C CRMB tonne 23630.6373 0106D Bitumen emulsion tonne 21000.0074 0121 Bricks country 1000No 2200.0075 0124 Bond stone Cum 750.0076 0132 Borrow area sand cum 400.0077 0141 Ballies 125mm dia metre 40.0078 0101 Portland Cement - 43 grade tonne 4500.0079 0158 De-oiled neem cake qtl 700.0080 0174 Detonators each 70.0081 0176 Drilling equipment per day 250.0082 0212 Digging plant, carriage and planting each 50.0083 0165 Empty bitumen drum each 100.0084 0151 Filter media 40mm HBG metal cum 625.0085 0160 Farm yard manure cum 125.0086 0164 Fertiliser qtl 500.0087 0107 Gravel cum 300.0088 0172 G.I. barbed wire minimum 9.3kg/m kg 35.0089 0161 Hedge plant each 5.0090 0115 HBG metal 93mm nominal size (IRC) cum 450.0091 0115A HBG metal 80mm nominal size (IRC) cum 450.0092 0115B HBG metal 60mm nominal size (IRC) cum 500.0093 0117 HBG metal 53mm nominal size (IRC) cum 550.0094 0118 HBG metal 45mm nominal size (IRC) cum 625.0095 0114 HBG metal 26.5mm nominal size (IRC) cum 750.0096 0113 HBG metal 22.4mm nominal size (IRC) cum 750.0097 0112 HBG metal 13.2mm nominal size (IRC) cum 725.0098 0111 HBG metal 11.2mm nominal size (IRC) cum 725.0099 0400 HBG metal 10mm nominal size cum 725.00100 0119 HBG metal 6.75mm nominal size (IRC) cum 600.00101 0133 HBG metal 5.75mm nominal size (IRC) cum 600.00102 0152 Joint sealing compound 25mm deep kg 80.00103 0153 Joint filler 10cm wide 12.5cm deep sqcm 85.00

Puducherry Page 54


104 0102 Mild steel bars kg 28.00105 0123 Mango wood planks cum 12700.00106 0166 M.S. rivets 6mm X 10mm each 3.00107 0167 M.S flats kg 35.00108 0171 M.S angle, tee, channel, flat (avearge) kg 36.50109 0154 Premixed primer litre 90.00110 0155 Premixed paint I class litre 150.00111 0162 Plants each 5.00112 0125 Rough stone for RR work cum 625.00113 0145 RCC pipe NP3 with collar 1200mm dia metre 4500.00114 0147 RCC pipe NP3 with collar 900mm dia metre 3500.00115 0156 Road marking paint litre 225.00116 0100 Sand cum 450.00117 0157 Screened manure cum 50.00118 0159 Sludge cum 12.00119 0163 Shrups each 5.00120 0173 Special gelatine 80% kg 52.00121 0175 Safety fuse wire coil 29.00122 0150 Spall cum 150.00123 0103 Tor steel bars kg 28.00124 0126 Bajri (20mm Nominal size) cum 375.00125 0127 Gravel (22.4mm - 90mm) cum 300.00126 0128 Gravel (5.6mm - 22.4mm) cum 300.00127 0130 WBM Grade-II metal (63mm - 45mm) cum 560.00128 0131 WBM Grade-III metal (53mm - 22.4mm) cum 670.00129 0135 IRC HBG Metal (26.5mm - 11.2mm) cum 740.00130 0136 IRC HBG Metal (22.4mm - 2.8mm) cum 690.00131 0137 IRC HBG Metal (11.2mm - 2.8mm) cum 665.00132 0138 IRC HBG Metal 2.8mm cum 450.00133 0139 IRC HBG Metal (53mm - 26.5mm) cum 645.00134 0140 IRC HBG Metal (22.4mm - 11.2mm) cum 735.00135 0109 ISS HBG Metal 20mm cum 750.00136 0110 ISS HBG Metal 40mm cum 625.00137 0129 WBM Grade-I metal (90mm - 45mm) cum 515.00138 0382 Enamel paint litre 140.00139 0383 Road Reflector each 400.00140 0384 Stone 15x15x19cm with 30cm chisel dressed each 45.00141 0401 Bentonite tonne 5000.00

Puducherry Page 55


142 0402 Diesel litre 33.00143 0403 Linseed oil litre 80.00144 0383A S/F TATA BP Solar powered studs uni directonal each 3500.00145 0125A 10mm thick Flamed granite sqm 511.10

Puducherry Page 56


BASIC RATES FOR BRIDGE WORK1 0001 Mate each 160.00

2 0002 Mazdoor each 130.00

3 0003 Blacksmith I class each 170.00

4 0004 Blacksmith II class each 150.00

5 0007 Mason I class each 200.00

6 0008 Mason II class each 175.00

7 0009 Painter I class each 170.00

8 0011 Blacksmith (average) each 160.00

9 0013 Mason (average) each 190.00

10 0015 Driller each 140.00

11 0016 Blaster each 140.00

12 0017 Chiseller each 170.00

13 0028 Bhisthi each 120.00

14 0037 Fitter (average) each 175.00

15 0040 Welder (average) each 185.00

16 0042 Well sinker I class each 250.00

17 0044 Well sinker (average) each 210.00

18 0047 Mechanic (average) each 180.00

19 0053A Work supervisor each 170.00

20 0055 Operator each 200.00

21 0057 Skilled labour each 140.00

22 0058 Semi skilled labour each 120.00

23 0100 Sand cum 450.00

24 0101 Cement tonne 4500.00

25 0102 Mild steel tonne 28000.00

26 0103 Tor steel tonne 28000.00

27 0103A TMT -Rods tonne 33500.00

28 0106 Bitumen 80/100 tonne 20500.00

29 0107 Gravel cum 300.00

30 0108 ISS HBG metal-10mm cum 725.00



33 0120 Bricks 1000 no 2200.00

34 0124 Bond stone cent 750.00

35 0125 Rough stone for rr work cum 625.00

Puducherry Page 57


36 0144 Annealed steel wire kg 38.00

37 0150 Spall cum 150.00

38 0151 Filter media stone aggregate 40mm HBG metal cum 625.00

39 0156 Road marking paint litre 225.00

40 0171 M.S angle,tee,channel,flat (average) tonne 36500.00

41 0174 Detonators each 70.00

42 0175 Safety fuse wire coil 29.00

43 0176 Drilling equipment day 250.00

44 0177 A.c collar 100mm dia each 20.00

45 0178 Blasting materials kg 23.00

46 0179 M.S bolts & nuts kg 30.00

47 0181 Drill bits each 150.00

48 0183 Diesel litre 33.00

49 0184 Oil litre 80.00

50 0185 C.I shoes @ 80kg/pile kg 38.00

51 0186 M.S shoes @ 35kg/pile kg 42.00

52 0193 Neoprene kg 200.00

53 0194 M.S plate kg 30.00

54 0196 A.c pipe 100mm dia metre 25.00

55 0197 M.S holder bat clamp 100mm dia each 15.00

56 0198 Copper plate kg 150.00

57 0199 Fibre board sqm 175.00

58 0200 Premoulded joint filler 20mm th.12m x 0.25m sqm 25.00

59 0207 Chequered c.c tiles sqm 385.00

60 0208 M.S grating 260mm x 26mm each 25.00

61 0209 G.I pipe 100mm class b metre 667.95

62 0210 G.I wire mesh 10cm x 10cm size 3mm thick kg 30.00

63 0211 Epoxy kg 250.00

64 0221 Pigment kg 50.00

65 0222 Nipple kg 25.00

66 0331 H/c for crane 3 mt Hr. 350.00

67 0335 H/c for concrete mixer 10-7 cft Hr. 150.00

68 0337 H/c for pin vibrator (needle) Hr. 50.00

69 0341 H/c for pumpset 10-20 hp Hr. 75.00

70 0352 H/c for screed vibrator Hr. 55.00

71 0355 H/c for air compressor 145-170 cfm Hr. 250.00

Puducherry Page 58


72 0357 H/c for air compressor 300-340 cfm Hr. 250.00

73 0377 H/c for batching plant Hr. 1526.00

74 0378 H/c for transit mixer Hr. 890.00

Puducherry Page 59


NEW BASIC RATES

HIRE CHARGES OF PLANTS

1 Coaltar Boiler 900 to 1400 litres per day Deleted2 Diesel Truck - 7 to 10 tonne capacity per day Deleted3 Spraying machine including electric charges per day Deleted4 Coaltar Sprayer per day Deleted5 Barber green, drying, mixing and Asphalt Plant, with

accessories capacity 30/45 tonneper day Deleted

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

Aluminium7 Aluminium Strip 10mm kilogram 200.008 Aluminium Strip 25mm kilogram 200.009 Strips Aluminium fluted 3.15mm thick and 150mm wide metre 240.50

BoardsNatural colour insulating board

10 12mm thick sqm 195.0011 18mm thick sqm 210.0012 25mm thick sqm 415.00

White face insulating board13 12mm thick sqm 260.0014 18mm thick sqm 390.0015 25mm thick sqm 510.00

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


Anodised Aluminium fittings19 Handle 75mm with plate 118x33 mm ten Deleted20 Aluminium Powder coated lever type handle each Deleted

Brass Fittings

Puducherry Page 60


21 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 170.0027 Rim latch 100mm each 165.00

Screws28 20mm x 6 gauge of good quality cent 120.0029 Brass screws 35mm cent 120.00

CHROMIUM PLATED FITTINGS (BRASS)30 Cupboard lock (six levers) 65x35mm each 65.0031 Hanging type door stopper each 25.0032 Lock bolts each 5.00

Butt Hinges33 Heavy Type 75x65x4.0mm (750 gms) 10 Nos. 1250.00

Screws34 Chromium plated brass screws 35mm cent 120.00

OXIDISED MILD STEEL FITTINGSButt hinges

35 M.S. Butt hinges 100x58x2.5mm ten 100.0036 M.S. Butt hinges 125x90x4mm ten 130.00

MILD STEEL FITTINGS BRIGHT FINISHED OR BLACK ENAMELLEDDoor Latch

37 300x20x6mm each 35.0038 250x20x6mm each 30.00

Butt hinges39 125x90x4.00mm (heavy weight) 10 Nos. 130.0040 100x75x3.40mm (heavy weight) 10 Nos. 110.0041 75x60x3.10mm (heavy weight) 10 Nos. 85.00

Puducherry Page 61


42 50x40x2.50mm (heavy weight) 10 Nos. 55.00

43 Powder coated M.S. Butt Hinges 100x58x1.9mm 10 Nos. 125.0044 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. 250.0046 40mm long Screws 100 Nos. 175.0047 30mm long Screws 100 Nos. 125.0048 25mm long Screws 100 Nos. 115.0049 20mm long Screws 100 Nos. 85.00

50 125x64x1.90mm Butt Hinge 10 Nos. 250.0051 75x47x1.80mm Butt Hinge 10 Nos. 150.00

52 125x64x2.50mm Butt Hinge (heavy weight) 10 Nos. 325.0053 100x60x2.50mm Butt Hinge (heavy weight) 10 Nos. 250.0054 75x60x2.50mm Butt Hinge (heavy weight) 10 Nos. 200.00

M.S. Pipe55 Nickle plated M.S. pipe 20mm dia metre 50.0056 Mild steel conduit pipe (heavy type) ISI marked- 20mm dia metre 40.00

57 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


Vision Panel

Puducherry Page 62


66 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

79 35mm thick shutters sqm 1500.0080 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

Puducherry Page 63


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 size

94 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 180.00100 Glass sheet (wired) 6mm thick sqm 370.00101 Glass strips 52mm wide and 4mm thick metre 6.00

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

Puducherry Page 64


MARBLE SLABS - PINK MARBLEBundi Adanga

103 15mm thick sqm 450.00

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

Granite Black120 Above 0.10 sqm upto 0.20 sqm sqm 1200.00

Granite Pink121 Above 0.10 sqm upto 0.20 sqm sqm 1450.00

Puducherry Page 65


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 410.00

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 150.00131 Putty for steel work kilogram 130.00

Sheets132 Rubber tiles plain conforming to IS 809 1.5mm thick sqm 425.00133 Rubber tiles plain conforming to IS 809 2.0mm thick sqm 490.00134 Rubber tiles LP stud conforming to IS 809 2.0mm thick sqm 425.00135 Rubber tiles LP stud conforming to IS 809 3.0mm thick sqm 725.00136 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 785.00

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

310.00

139 Standard quality hard board sheet 3mm thick sqm 90.00140 Standard quality hard board sheet 4mm thick sqm 90.00141 Standard quality hard board sheet 4.5mm thick sqm 110.00142 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

Puducherry Page 66


143 Wheel 75mm dia. 40mm wide each 55.00144 Flyash cum 5.00

Steel145 Wire mesh (Rabbit) sqm 40.00146 Hard drawn steel wire quintal 2800.00147 Mild steel flat angle iron clamp 50x6mm and 50cm long

including bolts and nutseach 50.00

148 Hoop iron 30x25x1.6mm quintal 2800.00149 "U" shape mild steel clamps each 20.00150 Wire nails kilogram 28.00

Stones151 Boundry stone top chisel dressed 15x15x90cm each 40.00152 Kilometre stone top chisel dressed 22.5x10x75cm each 68.00153 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 10.00

164 Stoneware spouts 100mm dia 60cm long each 40.00

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

168 Semi perforated ceiling tiles (600x600x12mm) each 75.00169 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 950.00

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172 Polished Porcelain floor tiles 80x80 cm sqm 1400.00173 Polished Porcelain floor tiles 100x100 cm sqm 1950.00174 Porcelain paver tiles 10x10x1.5 cm sqm 1500.00

BalliesHollock Ballies

175 Hollock ballies 80 mm diameter metre 8.00176 Hollock ballies 100 mm diameter metre 10.00177 Hollock ballies 125 mm diameter metre 12.00178 Hollock ballies 150 mm diameter metre 15.00

PANELS179 Ply wood 5 ply with teak ply on both faces 9mm thick sqm 420.00180 Ply wood 5 ply with teak ply on one face and commercial ply on

another face 6mm thicksqm 380.00

181 Ply wood 5 ply with teak ply on one face and commercial ply on another face 9mm thick

sqm 400.00

182 Ply wood 7 ply with teak ply on one face and commercial ply on another face 9mm thick

sqm 400.00

Coir Veneered Board ISI markedconforming to IS : 14842 - 2000

183 3 mm thick sqm 125.00184 4 mm thick sqm 250.00185 6 mm thick sqm 320.00186 8 mm thick sqm 410.00187 12 mm thick sqm 550.00188 18 mm thick sqm 690.00

Wedge expansion hold fastner189 1/4" or 6 mm each 10.00190 3/8" or 10 mm each 15.00191 1/2" or 12 mm each 25.00

Gypsum Board Ceiling192 Gypsum board sqm 150.00193 Ceiling sections metre 35.00194 Perimetre channel metre 25.00195 Intermediate channel metre 35.00196 Ceiling angle metre 18.00

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197 Connecting clips each 5.00198 Joint filler kilogram 16.00199 Joint finisher kilogram 37.00200 Joint tape roll 110.00201 Dash fastner each 8.00202 Drive all screws 100 Nos. 40.00203 USG Mineral fibre tile sqm 300.00204 Main T ceiling sections 24x38x0.3 mm (3 meter long) each 150.00205 Perimeter Wall angle 21x21 mm (3 meter long) each 95.00206 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 5.00209 Adjustment clip each 5.00210 Dash fastener 6 mm dia 50 mm long each 8.00

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

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

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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 674.00225 150 mm dia metre 962.00226 200 mm dia metre 1329.00227 250 mm dia metre 1782.00228 300 mm dia metre 2258.00229 350 mm dia metre 2798.00230 400 mm dia metre 3348.00231 450 mm dia metre 3983.00232 500 mm dia metre 4641.00233 600 mm dia metre 6135.00234 700 mm dia metre 7900.00235 750 mm dia metre 8821.00

Rubber Gasket conforming to I.S. 5382 of S.B.R. Quality

236 100 mm dia each 22.00237 125 mm dia each 25.00238 150 mm dia each 30.00239 200 mm dia each 58.00240 250 mm dia each 73.00241 300 mm dia each 88.00242 350 mm dia each 118.00243 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 445.00248 750 mm dia each 520.00

Ductile Iron Specials249 Ductile iron K-12 specials suitable for push on jointing upto

600mm diaquintal Deleted

250 Ductile iron K-12 specials suitable for push on jointing over 600mm dia

quintal Deleted

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

quintal Deleted

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

quintal Deleted

Ductile iron pipe class K-9 flanged and welded253 100 mm dia metre Deleted254 150 mm dia metre Deleted255 200 mm dia metre Deleted256 250 mm dia metre Deleted257 300 mm dia metre Deleted258 350 mm dia metre Deleted259 400 mm dia metre Deleted260 450 mm dia metre Deleted261 500 mm dia metre Deleted262 600 mm dia metre Deleted263 700 mm dia metre Deleted

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

264 Upto 300mm dia quintal 3800.00265 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 urinal

268 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)

diaeach 150.00

PE-AL-PE Composite Pressure Pipe272 1216 mm metre 92.00273 1620 mm metre 111.00274 2025 mm metre 143.00275 2532 mm metre 196.00276 3240 mm metre 261.00

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Composite and seal compression fittingsEqual Tee

277 1216 mm each 76.00278 1620 mm each 105.00279 2025 mm each 132.00280 2532 mm each 162.00281 3240 mm each 215.00

Reducing Tee282 1620 mm with all branches each 100.00283 2025x2025 mm with all branches each 125.00284 2025 mm with all branches each 111.00285 2532 mm with all branches each 160.00286 3240 mm with all brnaches each 325.00

Female Branch Tee287 1216x1216x15 mm thread each 87.00288 1620x1620x15 mm thread each 102.00289 2025x2025x25 mm thread each 186.00290 2532x2532x32 mm thread each 208.00291 3240x3240x40 mm thread each 262.00

Equal Elbow292 2532 mm each 108.00293 3240 mm each 155.00

Female Elbow294 1216x15 mm thread each 60.00295 1620x15 mm thread each 75.00296 1620x20 mm thread each 90.00297 2025x25 mm thread each 152.00298 2532x32 mm thread each 171.00299 3240x40 mm thread each 242.00

Male Thread Connector300 1216x15 mm thread each 30.00301 1620x15 mm thread each 38.00302 1620x20 mm thread each 41.00303 2025x25 mm thread each 50.00304 2532x32 mm thread each 81.00

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305 3240x40 mm thread each 90.00

Female Thread Connector306 1216x15 mm thread each 60.00307 1620x15 mm thread each 63.00308 1620x20 mm thread each 85.00309 2025x25 mm thread each 130.00310 2532x32 mm thread each 186.00311 3240x40 mm thread each 230.00

Couplers312 1216 mm each 78.00313 1620 mm each 92.00314 2025 mm each 102.00315 2532 mm each 108.00316 3240 mm each 152.00

Reducers317 1620x1216 mm each 78.00318 2025x1216 mm each 92.00319 2025x1620 mm each 98.00320 2532 Reduced end each 130.00321 3240 Reduced end each 162.00

Pipe holding clamps322 1216 mm each 8.00323 1620 mm each 9.00324 2025 mm each 11.00325 2532 mm each 20.00326 3240 mm each 25.00

Fitting bolding clamps327 1216 / 1620 mm each 17.00

Composite internal seal compression fittingsEqual Tee

328 1216 mm each 110.00329 1620 mm each 135.00330 2025 mm each 180.00331 2532 mm each 285.00

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332 3240 mm each 300.00

Reducing Tee333 1620 mm with all branches each 130.00334 2025x2025 mm with all branches each 168.00335 2025 mm with all branches each 146.00336 2532 mm with all branches each 277.00337 3240 mm with all brnaches each 325.00

Female Branch Tee338 1216x1216x15 mm thread each 111.00339 1620x1620x15 mm thread each 125.00340 2025x2025x25 mm thread each 215.00341 2532x2532x32 mm thread each 305.00342 3240x3240x40 mm thread each 345.00

Equal Elbow343 2532 mm each 205.00344 3240 mm each 210.00

Female Elbow345 1216x15 mm thread each 70.00346 1620x15 mm thread each 82.00347 1620x20 mm thread each 96.00348 2025x25 mm thread each 167.00349 2532x32 mm thread each 221.00350 3240x40 mm thread each 270.00

Male Thread Connector351 1216x15 mm thread each 41.00352 1620x15 mm thread each 48.00353 1620x20 mm thread each 54.00354 2025x25 mm thread each 65.00355 2532x32 mm thread each 130.00356 3240x40 mm thread each 130.00

Female Thread Connector357 1216x15 mm thread each 70.00358 1620x15 mm thread each 71.00359 1620x20 mm thread each 90.00

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360 2025x25 mm thread each 140.00361 2532x32 mm thread each 205.00362 3240x40 mm thread each 255.00

Couplers363 1216 mm each 92.00364 1620 mm each 100.00365 2025 mm each 132.00366 2532 mm each 195.00367 3240 mm each 260.00

Reducers368 1620x1216 mm each 95.00369 2025x1216 mm each 113.00370 2025x1620 mm each 132.00371 With all Reduced end 2532 mm each 185.00372 With all Reduced end 3240 mm each 230.00

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

373 15 mm dia each 8.00374 20 mm dia each 10.00375 32 mm dia each 16.00376 40 mm dia each 18.00377 50 mm dia each 21.00378 80 mm dia each 30.00

G.I. Plugs379 15 mm dia each 5.50380 20 mm dia each 7.00381 25 mm dia each 11.10382 32 mm dia each 18.00383 40 mm dia each 20.00384 50 mm dia each 34.00385 65 mm dia each 42.00386 80 mm dia each 67.00

G.I. Sockets (reducing)387 20 mm to 15 mm each 14.10388 25 mm to any smaller size each 19.10

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389 32 mm to any smaller size each 28.70390 40 mm to any smaller size each 37.60391 50 mm to any smaller size each 58.50392 G.I. Inlet connection each 60.00

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

393 150 mm each 300.00

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

Chemicals400 Caustic soda kg 25.00401 Water proofing compound (liguid type Fosroc) kg 90.00402 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 16.00

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413 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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ADDITIONAL BASIC RATES FOR WATER SUPPLY AND SEWERAGE WORKS

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 Deleted2 100 mm dia DI pipe Rmt 614.003 150 mm dia DI pipe Rmt 889.004 200 mm dia DI pipe Rmt 1139.005 250 mm dia DI pipe Rmt 1506.006 300 mm dia DI pipe Rmt 1939.007 350 mm dia DI pipe Rmt 2453.008 400 mm dia DI pipe Rmt 2982.009 450 mm dia DI pipe Rmt 3594.0010 500 mm dia DI pipe Rmt 4287.0011 600 mm dia DI pipe Rmt 5745.0012 700 mm dia DI pipe Rmt 7346.0013 750 mm dia DI pipe Rmt 8264.00

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

14 80mm to 200mm dia Kg 39.0015 250mm to 400mm dia Kg 43.0016 450mm to 750mm dia Kg 45.00

Non-standard Pipes17 80mm to 200mm dia Kg 41.0018 250mm to 400mm dia Kg 44.0019 450mm to 750mm dia Kg 47.00

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


Non-standard Specials

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C.ISLUICE VALVE (Flanged pipes) confirming to IS 14846/2000Pressure Designation PN-1.0With cap

26 50 mm each 1430.0027 65 mm each 1790.0028 80 mm each 2145.0029 100 mm each 2860.0030 125 mm each 3575.0031 150 mm each 4290.0032 200 mm each 7480.0033 250 mm each 10065.0034 300 mm each 12281.0035 350 mm each 22330.0036 400 mm each 25520.0037 450 mm each 28710.0038 500 mm each 36300.0039 600 mm each 43560.0040 700 mm each 100100.0041 750 mm each 107250.0042 800 mm each 114400.0043 900 mm each 188100.0044 1000 mm each 209000.00

With Handwheel45 50 mm each 1530.0046 65 mm each 1890.0047 80 mm each 2245.0048 100 mm each 2960.0049 125 mm each 3675.0050 150 mm each 4390.0051 200 mm each 7780.0052 300 mm each 12881.0053 350 mm each 22930.0054 400 mm each 26120.00

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55 450 mm each 29710.0056 500 mm each 37300.0057 600 mm each 44560.0058 700 mm each 101100.0059 750 mm each 108250.0060 800 mm each 115400.0061 900 mm each 189100.00

C.ISLUICE VALVE (Flanged pipes) confirming to IS 14846/2000Pressure Designation PN-1.6With cap

62 50 mm each 1600.0063 65 mm each 2100.0064 80 mm each 2500.0065 100 mm each 3300.0066 125 mm each 4275.0067 150 mm each 5200.0068 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 1700.0077 65 mm each 2200.0078 80 mm each 2600.0079 100 mm each 3400.0080 125 mm each 4350.0081 150 mm each 5400.0082 200 mm each 12000.0083 250 mm each 15000.0084 300 mm each 18000.0085 350 mm each 21000.0086 400 mm each 24000.00

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87 450 mm each 31500.0088 500 mm each 35000.0089 600 mm each 42000.00

C.I AIR / REFLEX VALVES (ISI)SINGLE AIR VALVE

90 15 MM each 340.0091 20 MM each 390.0092 25 MM each 495.0093 40 MM each 546.0094 50 MM each 575.0095 65 MM each 770.0096 80 MM each 1065.0097 100 MM each 1450.0098 150 MM each 2900.0099 200 MM each 3788.40

C.I.DOUBLE AIR VALVE (ISI)100 25 MM each 900.00101 40 MM each 1250.00102 50 MM each 1428.00103 80 MM each 1950.00104 100 MM each 2715.00105 150 MM each 5251.00106 200 MM each 9351.00

C.I. REFLUX VALVE AS PER IS 5312/PART I/84 (PN I)107 50 MM each 1462.00108 65 MM each 1625.00109 80 MM each 2160.00110 100 MM each 3150.00111 125 MM each 4016.00112 150 MM each 4420.00113 200 MM each 8160.00114 250 MM each 8997.00115 300 MM each 11730.00116 350 MM each 30404.00117 400 MM each 39448.00118 500 MM each 48334.00

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119 600 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 110mm each 135.00

UNEQUAL TEE125 63mm x 50mm each 42.50126 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 160mm x 140mm each 290.00

PVC REDUCER COUPLER142 63mm x 50mm each 18.00143 75mm x 63mm each 25.00144 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 120.00149 160mm x 110mm each 130.00150 90mm x 63mm each 45.00

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151 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 231.00175 100mm x 65mm each 231.00176 100mm x 50mm each 231.00177 80mm x 65mm each 125.00178 80mm x 50mm each 121.50179 80mm x 40mm each 121.50180 80mm x 32mm each 121.50181 65mm x 50mm each 90.00182 65mm x 40mm each 90.00

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183 65mm x 32mm each 90.00184 65mm x 20mm each 90.00185 50mm x 40mm each 52.00186 50mm x 32mm each 52.00187 50mm x 20mm each 52.00188 40mm x 32mm each 35.00189 40mm x 20mm each 35.00

G.I. UNEQUAL TEE (Heavy)190 100mm x 80mm each 500.00191 100mm x 65mm each 500.00192 100mm x 50mm each 500.00193 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 302.40208 100mm x 65mm each 302.40209 100mm x 50mm each 302.40210 80mm x 65mm each 168.00211 80mm x 50mm each 168.00212 80mm x 40mm each 168.00213 80mm x 32mm each 168.00214 65mm x 50mm each 117.60215 65mm x 40mm each 117.60216 65mm x 32mm each 117.60

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217 65mm x 20mm each 117.60218 50mm x 40mm each 78.40219 50mm x 32mm each 78.40220 50mm x 20mm each 78.40221 40mm x 32mm each 56.00222 40mm x 20mm each 56.00223 32mm x 20mm each 56.00

G.I. SPECIALSG.I. Equal Elbow plain

224 15mm each 11.76225 20mm each 15.68226 25mm each 25.00227 32mm each 33.60228 40mm each 39.20229 50mm each 63.00230 65mm each 118.00231 80mm each 150.00232 100mm each 340.00

G.I. Equal Tee plain233 80mm each 213.00

G.I. Coupling234 15mm each 10.50235 20mm each 16.00236 25mm each 18.00237 32mm each 30.00238 40mm each 40.00239 50mm each 60.00240 65mm each 105.00241 80mm each 130.00242 100mm each 270.00

G.I. Flange Set243 40mm each 50.25244 50mm each 56.75245 65mm each 65.25246 80mm each 86.25

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247 100mm each 112.50

G.I.Cross248 15mm each 31.40249 20mm each 39.20250 25mm each 56.00251 32mm each 95.20252 40mm each 128.80253 50mm each 190.40254 65mm each 280.00255 80mm each 380.80256 100mm each 571.20

G.I. Hex Nipple257 15mm each 10.65258 20mm each 20.20259 25mm each 22.40260 32mm each 31.40261 40mm each 42.60262 50mm each 56.00263 65mm each 100.80264 80mm each 134.40265 100mm each 196.00

G.I. Three way Elbow266 15mm each 29.10267 20mm each 40.50268 25mm each 56.00269 32mm each 89.60270 40mm each 114.50271 50mm each 179.20

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 30.00

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279 80mm each 50.00280 100mm each 92.00

G.I. Bend 281 15mm each 13.50282 20mm each 19.00283 25mm each 24.75284 32mm each 29.00285 40mm each 33.60286 50mm each 50.50287 65mm each 89.60288 80mm each 134.50289 100mm each 403.20

G.M. Ferrule290 15mm each 210.00291 20mm each 392.00292 25mm each 588.00

G.I. Stop Cock293 15mm each 156.25294 20mm each 175.00295 25mm each 250.00296 32mm each 362.50297 40mm each 537.50298 50mm each 750.00299 65mm each 960.00300 80mm each 1200.00301 100mm each 2040.00

Rubber sheet for flange set302 50mm each 13.00303 65mm each 13.00304 80mm each 20.00

G.I. Reduced Elbow plain305 15mm each 15.00306 20mm each 18.00307 25mm each 26.00

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308 32mm each 44.80309 40mm each 61.60310 50mm each 89.60311 65mm each 168.00312 80mm each 270.00313 100mm each 430.00

G.I. Reduced Teel plain314 15mm each 22.40315 20mm each 29.10316 25mm each 42.60317 32mm each 61.60318 40mm each 84.00319 50mm each 145.60320 65mm each 226.20321 80mm each 302.40322 100mm each 571.20

G.I. Reduced Socket plain323 15mm each 13.50324 20mm each 31.50325 25mm each 33.60326 32mm each 39.20327 40mm each 65.00328 50mm each 84.00329 65mm each 140.00330 80mm each 162.50331 100mm each 224.00

G.I. Check Net332 15mm each 7.30333 20mm each 10.00334 25mm each 15.70335 32mm each 22.40336 40mm each 29.00337 50mm each 39.20338 65mm each 67.20339 80mm each 84.00340 100mm each 112.00

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G.I. Reduced Nipple341 15mm each 11.80342 20mm each 15.70343 25mm each 33.60344 32mm each 58.25345 40mm each 72.80346 50mm each 100.80347 65mm each 196.00348 80mm each 196.00349 100mm each 302.50

G.M. Gate Valves350 20mm each 300.00351 25mm each 488.00352 32mm each 738.00353 40mm each 938.00354 50mm each 1563.00355 65mm each 2375.00356 80mm each 3625.00357 100mm each 6625.00

G.I. Dummy (Heavy)358 40mm each 14.00359 50mm each 19.00360 65mm each 28.00361 80mm each 33.60362 100mm each 54.90

G.I. Dummy (Medium)363 40mm each 13.20364 50mm each 16.80365 65mm each 27.10366 80mm each 32.00367 100mm each 51.50

M.S. Saddle Piece368 50mm each 69.00369 65mm each 77.00370 80mm each 84.00371 100mm each 91.00

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Waste Not Tape372 20mm each 60.00

PVC SPECIALSPVC Couplers fabricated 4 KSC (Finolex / Jain)

373 50mm each 12.00374 63mm each 16.00375 75mm each 20.60376 90mm each 27.00377 110mm each 42.00378 140mm each 83.00379 160mm each 117.00380 200mm each 210.00

PVC Couplers fabricated 6 KSC (Finolex / Jain)381 50mm each 14.00382 63mm each 17.40383 75mm each 26.00384 90mm each 34.00385 110mm each 46.70386 140mm each 100.25387 160mm each 135.00388 200mm each 272.00

PVC Bends fabricated 4 KSC (Finolex / Jain)389 50mm each 18.00390 63mm each 26.50391 75mm each 38.80392 90mm each 68.80393 110mm each 122.10394 140mm each 249.05395 160mm each 408.00396 200mm each 700.00

PVC Bends fabricated 6 KSC (Finolex / Jain)397 50mm each 26.00398 63mm each 45.00

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399 75mm each 74.20400 90mm each 127.25401 110mm each 157.20402 140mm each 360.00403 160mm each 540.00404 200mm each 1020.00

PVC Equal tee fabricated 4 KSC (Finolex / Jain)405 50mm each 20.00406 63mm each 42.00407 75mm each 49.00408 90mm each 85.00409 110mm each 135.00410 140mm each 302.00411 160mm each 425.00412 200mm each 825.00

PVC Equal tee fabricated BIS 10124/1982 Part V 6 KSC413 50mm each 25.00414 63mm each 52.00415 75mm each 55.00416 90mm each 95.00417 110mm each 160.00418 140mm each 346.30419 160mm each 513.30420 200mm each 1000.95

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 140.00

Puducherry Page 91


431 160mm each 213.60432 200mm each 355.60

PVC Elbow (Mould) BIS 7834/1975 Part VI433 20mm each 6.50434 25mm each 9.00435 32mm each 14.00436 40mm each 16.00437 50mm each 32.00438 63mm each 56.00439 75mm each 65.00440 90mm each 106.00441 110mm each 170.00442 140mm each 415.00443 160mm each 441.00444 200mm each 549.00

PVC Elbow tee (Mould) BIS 7834/1975445 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 Adopter (Finolex / Jain)457 50mm each 15.00458 63mm each 17.25459 75mm each 25.40460 90mm each 40.00461 110mm each 66.45462 140mm each 103.00

Puducherry Page 92


463 160mm each 180.30464 200mm each 260.00

PVC End Cap (Finolex / Jain)465 20mm each 3.50466 25mm each 5.00467 32mm each 7.00468 40mm each 8.50469 50mm each 9.15470 63mm each 14.00471 75mm each 24.00472 90mm each 32.00473 110mm each 52.00474 140mm each 89.65475 160mm each 124.00476 200mm each 218.25

PVC Tail piece without flange (BIS Marks)477 50mm each 19.00478 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 209.95

C.I. ROUND COVER WITH SQUARE FRAME -IS 1726/91485 350mm dia (LD) - 45 Kg each 1980.00486 370mm dia (LD) - 50 Kg each 2200.00487 600mm dia (HD) - 250 Kg each 11000.00488 560mm dia (EHD) - 250 Kg each 11000.00489 600mm dia (EHD) - 290 Kg each 12760.00490 500mm dia (MD) - 128 Kg each 5632.00491 500mm dia (HD) - 160 Kg each 7040.00492 560mm dia (HD) - 208 Kg each 9152.00

RECTANGULAR WITH FRAME

Puducherry Page 93


493 450 X 600 (LD) - 75 Kg each 3300.00494 450 X 600 (MD) - 130 Kg each 5760.00495 450 X 600 (MD) - 144 Kg each 6336.00496 450 X 900 (HD) - 250 Kg each 11000.00497 600 X 900 (EHD) - 375 Kg each 16500.00

SQUARE WITH FRAME498 400 X 400 (LD) - 50 Kg each 2200.00499 450 X 450 (LD) - 60 Kg each 2640.00500 560 X 560 (HD) - 225 Kg each 9900.00501 560 X 560 (EHD) - 260 Kg each 11440.00

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

502 100mm to 300mm Kg 78.00503 350mm to 450mm Kg 87.00504 500mm to 600mm Kg 95.00505 700mm to 750mm Kg 126.00506 800mm Kg 127.00507 900mm Kg 138.00508 1000mm Kg 162.00

All Flanged Specials509 100mm to 300mm Kg 85.00510 350mm to 450mm Kg 92.00511 500mm to 600mm Kg 100.00512 700mm to 750mm Kg 146.00513 800mm Kg 160.00514 900mm Kg 176.00515 1000mm Kg 176.00

Puducherry Page 94

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96

FINISHED RATE

BUILDING WORK

1 . Carriage of Materials Code Description Unit Rate

1.3.1 Loading in or unloading cement from the Railway wagons tonne 24.11 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 complete.

1.3.2A Loading in or unloading from the Railway wagons as per tonne 35.34 direction of Engineer-in-charge. - (steel)

1.3.2B Loading in or unloading from the Railway wagons as per tonne 21.48 the direction of Engineer-in-charge - G.I,C.I,R.C.C or C.C pipes upto 500 mm dia and similar heavy materials.

1.3.2C Loading in or unloading from the Railway wagons as per tonne 47.72 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

1.3.3 Extra for sorting the steel size-wise inside the store yard tonne 60.12 and stacking the same for measurement within the lead of 100 metres as directed by the engineer-in-charge.

Puducherry Page 97

2 . Earth Work Code Description Unit Rate

2.1.1 Earth work in surface excavation not exceeding 30cm in cum. 123.88 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 earth cum 140.88 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

2.3.1 Banking excavated earth in layers not exceeding 20cm.in cum 86.90 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 - all kinds of soil.

2.3.1A Supplying and filling with good earth (excluding rock) in cum 205.67 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

2.4 Deduct for not rolling with power roller of minimum 8 cum 0.85 tonnes for banking excavated earth in layers not exceeding 20cm in depth.

2.5 Deduct for not watering the excavated earth for banking. cum 5.39

2.6.1 Earth work in excavation over areas (exceeding 30cm in cum 122.09 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 -

2.7.1 Earth work in excavation over areas (exceeding 30cm in cum 190.04 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto Puducherry Page 98


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 257.59 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 415.74 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 drains cum 124.78 (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 -

2.9.1 Excavation work in foundation trenches or drains not cum 210.13 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 -

2.9.2 Excavation work in foundation trenches or drains not cum 286.13 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 428.72 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 (blasting prohibited).

2.10.1.1 Excavating trenches of required width for pipes, cables, etc. metre 77.83 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,

Puducherry Page 99


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, etc. metre 127.12 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, etc. metre 198.47 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.

2.11 Extra for excavating trenches for pipes, cables etc. in all Rmt 293.75 kinds of soil for depth exceeding 1.5m, but not exceeding

2.12 Extra for excavating trenches for pipes, cables, etc. in all Rmt 554.10 kinds of soil exceeding 3m in depth, but not exceeding

2.13.1.1 Excavating trenches of required width for pipes, cables, etc. metre 119.79 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,

2.13.1.2 Excavating trenches of required width for pipes, cables, etc. metre 296.61 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 Puducherry Page 100


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, etc. metre 341.34 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,

2.13.2.1 Excavating trenches of required width for pipes, cables, etc. metre 156.10 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.

2.13.2.2 Excavating trenches of required width for pipes, cables, etc. metre 386.53 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

2.13.2.3 Excavating trenches of required width for pipes, cables, etc. metre 444.81 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, etc. metre 223.47 including excavation for sockets, depth upto 1.5m Puducherry Page 101


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 dia.

2.13.3.2 Excavating trenches of required width for pipes, cables, etc. metre 553.36 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

2.13.3.3 Excavating trenches of required width for pipes, cables, etc. metre 636.82 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. exceeding 300mm dia.

2.14 Extra for excavating trenches for pipes, cables, etc. in metre 780.59 ordinary/hard rock exceeding 1.5m in depth but not exceeding 3m.

2.16.1 Close timbering in trenches including strutting, shoring sqm 49.70 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 52.03 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 57.40 and packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - Puducherry Page 102


depth exceeding 3m but not exceeding 4.5m.

2.17.1 Close timbering in case of shafts, wells, cesspits, manholes sqm 52.05 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, manholes sqm 57.17 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, manholes sqm 62.56 and the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth exceeding 3m but not exceeding 4.5m.

2.18.1 Close timbering over area including strutting, shoring and sqm 44.53 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 47.31 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

2.18.3 Close timbering over areas including strutting, shoring sqm 50.35 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

2.19 Extra for planking, strutting and packing material for sqm. 653.19 cavities (in close timbering) if required to be left permanently in position (face area of timber permanently

2.20.1 Open timbering in trenches including strutting and sqm 25.69 shoring complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

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2.20.2 Open timbering in trenches including strutting and sqm 27.21 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 29.68 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, manholes sqm 22.97 and the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.21.2 Open timbering in case of shafts, wells, cesspits, manholes sqm 25.34 and the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.21.3 Open timbering in case of shafts, wells, cesspits, manholes sqm 28.45 and the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.22.1 Open timbering over areas including strutting, shoring sqm 16.84 and use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) -

2.22.2 Open timbering over areas including strutting, shoring sqm 18.55 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 21.23 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 337.30 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 39.95 trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited

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layer by ramming and watering lead upto 50m and lift upto

2.26B Supplying and filling with good earth (excluding rock) in cum 200.42 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.

2.27.1 Extra for every additional lift of 1.5m or part thereof in : all cum 17.84 kinds of soil.

2.27.2 Extra for every additional lift of 1.5m or part thereof : cum 32.04 ordinary or hard rock.

2.28 Supplying and filling in plinth with river sand under cum 480.95 floors including, watering, ramming consolidating and dressing complete.

2.29.1 Surface dressing of the ground including removing 100sqm 461.08 vegetation, and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all

2.30.1 Ploughing the existing ground to a depth of 15cm to 25cm 100sqm 468.49 and watering the same - all kinds of soil.

2.31.1 Excavating holes upto 0.5cum including getting out the each 64.88 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 - all kinds of soil.

2.31.3 Excavating holes upto 0.5cum including getting out the each 106.51 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 - ordinary rock

2.31.4 Excavating holes upto 0.5cum including getting out the each 157.94 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

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and lift upto 1.5m - hard rock (requiring blasting).

2.31.5 Excavating holes upto 0.5cum including getting out the each 229.23 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 (blasting prohibited)

2.32 Clearing jungle including uprooting of rank vegetation, 100sqm 238.33 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 distance 100sqm 123.20 of 50m outside the periphery of the area cleared.

2.34.1 Felling trees of the girth (measured at a height of 1m above each 74.05 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 above each 325.84 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 above each 1501.31 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 above each 3014.56 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 246.86 including delivery as specified - chlorpyriphos emulsifiable concentrate of 20%. Puducherry Page 106


2.36.1 Diluting and injecting chemical emulsion (to be supplied sqm 84.62 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 6.31 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

2.37.2.1 Diluting and injecting chemical emulsion for post - metre 9.80 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 %

2.37.3.1 Diluting and injecting chemical emulsion for post - sqm 47.73 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 %

2.37.4.1 Diluting and injecting chemical emulsion for post - metre 7.34 constructional anti-termite treatment - (excluding the cost of chemical emulsion) treatment of existing masonry using chemical emulsion @ one litre per hole 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 %

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2.37.5 Diluting and injecting chemical emulsion for metre 70.44 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.

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4 . Concrete Work Code Description Unit Rate

4.1.4 Providing and laying lime concrete in footings and bases cum 1247.14 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 lime cum 1953.39 concrete with graded brick aggregate 25mm nominal size and 50% mortar comprising of 1 lime : 2 surkhi.

4.5.1 Providing and laying in position cement concrete of cum 4443.81 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 nominal size).

4.5.2 Providing and laying in position cement concrete of cum 3381.45 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 3021.82 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 size).

4.5.4 Providing and laying in position cement concrete of cum 2917.45 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 2568.74 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 nominal size).

4.5.6 Providing and laying in position cement concrete of cum 2442.22 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 nominal size).


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4.5.12 Providing and laying in position cement concrete of cum 1700.51 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 nominal size).

4.6.1 Providing and laying cement concrete in retaining walls, cum 4724.84 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 nominal size).

4.6.2 Providing and laying cement concrete in retaining walls, cum 3662.48 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 nominal size)

4.6.3 Providing and laying cement concrete in retaining walls, cum 3302.84 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 nominal size).

4.6.4 Providing and laying cement concrete in retaining walls, cum 3198.46 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 coarse sand:4 graded stone aggregate 40mm nominal size )

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4.6.5 Providing and laying cement concrete in retaining walls, cum 2849.78 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 nominal size).

4.6.6 Providing and laying cement concrete in retaining walls, cum 2723.25 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 nominal size).

4.9.1 Centring and shuttering including strutting, propping etc. sqm 90.07 and removal of form work for - foundations, footings, bases for columns.

4.9.2 Centering and shuttering including strutting, propping sqm 154.72 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 205.23 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 and cum 3021.82 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 size).

4.10.2 Providing and laying cement concrete in kerbs, steps and cum 2568.75 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 4489.56 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, Puducherry Page 111


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 4036.47 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

4.17.1 Providing and fixing at or near ground level precast cement cum 3840.57 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

4.20.1 Precast concrete Hollow Block Masonry with Hollow sqm 263.66 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)



4.20.4 Precast concrete Solid Block Masonry with Solid Block of sqm 330.92 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)

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4.20.5 Precast concrete Solid Block Masonry with Solid Block of sqm 385.74 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 Block sqm 435.32 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 with sqm 136.66 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 with sqm 169.42 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 in per bag 32.08 cement concrete work in the proportion recommended by the manufacturers.

4.27 Applying a coat of residual petroleum bitumen of sqm 55.00 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

4.28 Extra for concrete work in superstructure above floor five cum 201.98 level for each four floors or part thereof.

4.29 Extra for laying concrete in or under water and/or liquid cum/m.d 199.04 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 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

4.30 Extra for laying concrete in or under foul positions. cum 65.08

4.32 Extra providing and laying Ready mix concrete - in all cum 450.29 grade of concrete in PCC works. Puducherry Page 113


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5 . Reinforced Concrete Work Code Description Unit Rate

5.1.1 Providing and laying in position specified grade of cum 4539.65 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 3501.12 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 3117.65 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 thickness) cum 4846.17 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

5.2.2 Reinforced cement concrete work in walls (any thickness) cum 3807.66 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

5.2.3 Reinforced cement concrete work in walls (any thickness) cum 3424.18 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

5.3 Reinforced cement concrete work in beams, suspended cum 3407.61 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 Puducherry Page 115


graded stone aggregate 20mm nominal size).

5.3.1 Reinforced cement concrete work in beams, suspended cum 3791.09 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 size).

5.9 Providing and laying upto floor five level reinforced cum 2776.10 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 3159.58 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 3293.89 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

5.10.1 Reinforced cement concrete work in arches, archribs, cum 3677.37 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

5.11 Reinforced cement concrete work in chimneys, shafts, upto cum 3459.19 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).

5.11.1 Reinforced cement concrete work in chimneys, shafts, upto cum 3842.68 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).

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5.12 Reinforced cement concrete work in well-steining cum 3128.42 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 3511.90 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 horizontal cum 3297.80 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

5.13.1 Reinforced cement concrete work in vertical and horizontal cum 3681.29 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

5.14.1 Centring and shuttering including strutting, propping etc. sqm 90.07 and removal of form for - foundations, footings, bases of columns etc. for mass concrete.

5.14.2 Centring and shuttering including strutting, propping etc. sqm 154.73 and removal of form for - walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

5.14.3 Centring and shuttering including strutting, propping etc. sqm 164.82 and removal of form for - suspended floor, roofs, landings, balconies and access platform.

5.14.4 Centring and shuttering including strutting, propping etc. sqm 164.83 and removal of form for - shelves (cast in situ).

5.14.5 Centring and shuttering including strutting, propping etc. sqm 131.02 and removal of form for - lintels, beams, plinth beams,girders, bressummers and cantilevers.

5.14.6 Centring and shuttering including strutting, propping etc. sqm 205.23 and removal of form for - columns, pillars, piers, abutments, posts and struts.

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5.14.7 Centring and shuttering including strutting, propping etc. sqm 131.75 and removal of form for - stairs, (excluding landings) except spiral - staircases.

5.14.8 Centring and shuttering including strutting, propping etc. sqm 143.37 and removal of form for - spiral staircases (including

5.14.9 Centring and shuttering including strutting, propping etc. sqm 473.92 and removal of form for - arches, domes, vaults upto 6m

5.14.11 Centring and shuttering including strutting, propping etc. sqm 154.73 and removal of form for - chimneys and shafts.

5.14.13 Centring and shuttering including strutting, propping etc. sqm 207.66 and removal of form for - vertical and horizontal fins individually or forming box louvers band, facias and eaves

5.14.14.1 Centring and shuttering including strutting, propping etc. sqm 18.01 and removal of form for - extra for shuttering in circular work - foundations, footings, bases of columns etc. for mass

5.14.14.2 Centring and shuttering including strutting, propping etc. sqm 30.96 and removal of form for - extra for shuttering in circular work - walls (any thickness) including atached pilasters, butteresses, plinth and string courses etc.

5.14.14.3 Centring and shuttering including strutting, propping etc. sqm 32.97 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 etc. sqm 32.97 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 etc. sqm 26.20 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 etc. sqm 41.06 and removal of form for - extra for shuttering in circular work - columns, pillars, piers, abutments, posts and struts. Puducherry Page 118


5.14.14.7 Centring and shuttering including strutting, propping etc. sqm 26.34 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 etc. sqm 30.96 and removal of form for - extra for shuttering in circular work - chimneys and shafts.

5.14.14.12 Centring and shuttering including strutting, propping etc. sqm 11.95 and removal of form for - extra for shuttering in circular work - well steining.

5.14.14.13 Centring and shuttering including strutting, propping etc. sqm 41.53 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 etc. sqm 90.07 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

5.14.16.1 Centring and shuttering including strutting propping etc. metre 35.23 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 etc. sqm 150.56 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 etc. sqm 159.77 and removal of form for cornice and mouldings

5.14.19 Centring and shuttering including strutting propping etc. sqm 169.10 and removal of form for weather shade chajjas,corbels etc. incuding edges.

5.15.1 Providing and fixing tie bolt ,spring coil and plastic cone set 126.87 in wall shuttering complete as per the direction of engineer-in-charge. -12mm dia & 100mm length.

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5.15.2 Providing and fixing tie bolt ,spring coil and plastic cone set 130.24 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 where sqm 77.19 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

5.19 Providing, hoisting and fixing upto floor five level precast cum 4555.09 reinforced cement concrete in string courses, bands, copings, bed plates, anchor blocks, plain 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

5.20 Providing, hoisting and fixing upto floor five level precast cum 5360.00 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

5.21 Providing, hoisting and fixing upto floor five level precast cum 6059.05 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

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5.22 Providing, hoisting and fixing upto floor five level precast cum 4737.20 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 20mm nominal size).

5.23 Providing, hoisting and fixing upto floor five level precast cum 5312.96 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).

5.24 Providing, hoisting and fixing upto floor five level precast cum 6250.95 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 nominal size).

5.25.1 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 467.69 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

5.25.2 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 399.72 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

5.25.3 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 377.25 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

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excluding plastering of the jambs, sills and soffits - 25mm thick.

5.26 Encasing rolled steel sections,in beams and columns, with cum 4388.61 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 3218.29 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 expanded

5.28 Extra for providing and fixing expanded metal mesh of size sqm 258.97 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.

5.29.3B Reinforcement for R.C.C. work including straightening, kg 45.61 cutting, bending, placing in position and binding all complete - Thermo Mechanical Treated Bars -(TISCON / VIZAG / IISCO / SAIL).

5.30 Extra for R.C.C work in superstructure above floor five cum 201.98 level for each four floors or part thereof.

5.31 Deduct for omitting in R.C.C. work smooth finishing of the sqm 59.74 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 thick Sqm 59.74 cement mortar 1:3 (1 cement : 3 sand)

5.32 Extra for rendering smooth the top of suspended sqm 47.82 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 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

5.33 Providing and fixing in position copper plate as per kg 173.39 design for expansion joints.

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5.34 Providing and filling in position blown bitumen in Unit 295.89 expansion joints (rate per cm depth per cm width per 100m

5.35 Providing and filling in position bitumen mix filler of unit 92.42 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 296.27 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 joints metre 60.51 with iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6mm thick and 150mm

5.37.1.2 Providing and fixing sheet covering over expansion joints metre 81.25 with iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6 mm thick and 200 mm

5.38 Add or deduct for plaster drip course/groove in plastered metre 12.49 surface or moulding to R.C.C. projections.

5.40 Extra for laying reinforced cement concrete in or under unit 179.14 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 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 foul cum 65.08 position.

5.42.1 Providing and laying in position machine cum 3900.03 batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of

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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 4058.65 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 4220.25 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.- 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 floors cum 201.98 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.


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5.45.1 Providing and mixing in recommended proportions bag 79.89 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

5.45.2 Providing and mixing in recommended proportions bag 107.95 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.

5.45.3 Providing and mixing in recommended proportions bag 203.32 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

5.46 Providing and placing in position precast reinforced cum 10551.41 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 cum concrete of concrete including the cost of fibre.

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5.50.2 Extra providing and laying Ready mix concrete - in all cum 450.29 grade of concrete in 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 2241.07 foundation and plinth in - cement mortar 1:4 (1 cement : 4

6.1.8F Fly ash lime gypsum brick work with Fly ash lime gypsum cum 2351.94 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

6.1.8M Stabilished Mud Blocks work with Stabilished Mud Cum 2604.30 Blocks of size 24cm x 11.5cm x 9cm ( 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 2076.96 foundation and plinth in - cement mortar 1:6 (1 cement : 6

6.1.10F Fly ash lime gypsum brick work with Fly ash lime gypsum Cum 2187.82 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

6.1.10M Stabilished Mud Blocks work with Stabilished Mud Cum 2440.19 Blocks of size 24cm x 11.5cm x 9cm ( 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 281.05 upto floor five level.

6.4 Extra for brick work in superstructure above floor five Cum 201.98 level for each four floors or part thereof.

6.6.1 Extra for brick work in - square or rectangular pillars. Cum 149.98

6.7 Extra for brick work with bricks of class designation 35 Cum 214.95 curved on plan upto a mean radius not exceeding 6 metres.

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6.9 Extra for cutting or chamfering of bricks to required shape Rmt 6.93 in masonry work.

6.13 Brick work 7cm thick with country bricks of class Sqm 212.05 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 3687.72 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 in Sqm 263.64 foundation and plinth in - cement mortar 1:4 (1 cement : 4 sand).

6.18.4F Half brick work with Fly ash lime gypsum bricks of size sqm 276.32 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 Mud sqm 306.00 Blocks of size 24cm x 11.5cm x 9cm ( 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 plinth Sqm 29.74 level upto floor five level.

6.20 Extra for half brick masonry in superstructure, above floor Sqm 23.30 five level for every four floors or part thereof.

6.20A Extra for providing and placing in position 2nos. 6mm dia. Sqm 41.67 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 11.13 projected from wall face, in brick of class designation 35 laid in cement mortar 1:4 (1 cement : 4 sand ).

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6.31 Tile brick masonry work 5cm thick with tile bricks of class Sqm 195.54 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 196.86 class designation 35 in cement mortar 1:4. (1 cement : 4 coarse sand ).

6.36 Providing 10cm/7cm thick and 5cm/5.7cm projected string Rmt 11.23 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 1.24 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 liquid cum/m.d 199.04 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

6.40 Extra for laying brick work in or under foul positions. cum 65.08

6.41 Brick work with selected bricks of class designation 35 in cum 2120.37 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

6.43 Brick work with machine moulded bricks of class cum 2114.58 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 361.14 plinth level and upto floor five level.

6.47 Extra for exposed brick work / clay flyash brick work in cum 201.98 superstructure above floor five level, for each four floors or Puducherry Page 129


part thereof.

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7 . Stone Work Code Description Unit Rate

7.1.2 Random rubble masonry with hard stone in foundation and cum 2003.80 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 354.51 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 the like.

7.4.1 Extra for random rubble masonry with hard stone in square Cum 166.52 or rectangular pillars.

7.6.1 Coursed rubble masonry (first sort) with hard stone in Cum 2390.96 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.7.1 Coursed rubble masonry (second sort) with hard stone in Cum 2228.70 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.8 Extra for coursed rubble masonry with hard stone (first or Cum 338.10 second sort) in superstructure above plinth level and upto floor five level.

7.10.1 Extra for coursed rubble masonry with hard stone (first or Cum 186.72 second sort) in square or rectangular pillars.

7.40 Extra for laying stone work in or under foul position. cum 65.08

7.41 Wall lining butch with dholpur stone 40 mm thick rough Sqm 825.01 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 like sqm 977.73 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 like sqm 1092.75 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 like sqm 747.70 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 like sqm 747.70 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.

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8 . Marble Work Code Description Unit Rate

8.2.2.4 Providing and fixing 15mm thick mirror polished, machine sqm 1302.31 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

8.2.2.5 Providing and fixing 15mm thick mirror polished, machine sqm 1396.58 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

8.2.6.3 Providing and fixing 18mm thick mirror polished, machine sqm 2244.88 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 0.50 sqm.

8.2.6.3A Providing and fixing 18mm thick mirror polished machine sqm 2181.94 cut granite black slab (0.2 sqm to 0.50 sqm ) 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., complete.

8.2.6.4 Providing and fixing18mm thick mirror polished, machine sqm 2362.71 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 1.00 sqm.

8.2.6.5 Providing and fixing 18mm thick mirror polished, machine sqm 2421.62 cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and

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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 2.00 sqm.

8.2.7.3 Providing and fixing 18mm thick mirror polished, machine sqm 1950.34 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 0.50 sqm.

8.2.7.3A Providing and fixing 18mm thick mirror polished, machine sqm 2303.82 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 - 0.20 sqm to 0.50 sqm

8.2.7.4 Providing and fixing 18mm thick mirror polished, machine sqm 2068.15 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 1.00 sqm.


8.2.7.5 Providing and fixing 18mm thick mirror polished, machine sqm 2244.89 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

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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 2.00 sqm.


8.2.8.3 Providing and fixing 18mm thick mirror polished, machine sqm 2303.82 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 0.50 sqm.



8.4 Extra for fixing marble / granite stone over and above metre 111.53 coresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

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8.6 Mirror polishing on marble work/stone work where ever sqm 86.29 required to give high gloss finish complete.

8.15.1.1 Stone tile (polished) work for wall lining over 12mm thick sqm 825.35 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 - 15mm thick.

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9 . Wood Work Code Description Unit Rate

9.1.3B Providing wood work in frames of doors, windows, cum 122992.7 clerestory windows and other frames,wrought framed and fixed in position - Teak wood (Burma).

9.1.3C Providing wood work in frames of doors, windows, cum 83660.56 clerestory windows and other frames,wrought framed and fixed in position - Teak wood (Malabar)

9.1.4P Providing wood work in frames of doors, windows, cum 54294.44 clerestory windows and other frames,wrought framed and fixed in position - Country wood (Padak).

9.2.1P Providing wood work in frames of false ceiling, particians cum 52057.34 etc. sawn and put up in position - Country wood (Padak)

9.3.3B Extra for additional labour for circular works, such as in cum 12299.25 frames of fan light - Teak wood (Burma).

9.3.3C Extra for additional labour for circular works, such as in cum 8366.05 frames of fan light - Teak wood (Malabar)

9.3.4P Extra for additional labour for circular works, such as in cum 5429.46 frames of fan light - Country wood (Padak).

9.4.3.1B Providing and fixing panelled or panelled and glazed sqm 4317.96 shutters for doors, windows and clerestory windows excluding, panelling which will be paid for separately - Teak wood (Burma) - 40 mm thick shutters.

9.4.3.1C Providing and fixing panelled or panelled and glazed sqm 3700.34 shutters for doors, windows and clerestory windows excluding, panelling which will be paid for separately - Teak wood (Malabar) - 40 mm thick shutters.

9.4.3.3B Providing and fixing panelled or panelled and glazed sqm 3373.31 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 - teak wood (Burma) - 30 mm thick shutters.

9.4.3.3C Providing and fixing panelled or panelled and glazed sqm 2904.77 shutters for doors, windows and clerestory windows including black enamelled M.S butt hinges with necessary Puducherry Page 137


screws excluding, panelling which will be paid for separately - teak wood (Malabar) - 30 mm thick shutters.

9.4.4.3P Providing and fixing panelled or panelled and glazed sqm 1997.89 shutters for doors windows and clearestory windows, panelling which will be paid for separately - Country wood (Padak) - 40mm thick

9.4.5.3P Providing and fixing panelled or panelled and glazed sqm 1613.25 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 (Padak) - 30 mm thick shutters.

9.5.3B Providing and fixing panelling or panelling and glazing in sqm 966.19 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 - Teak wood (Burma).

9.5.3C Providing and fixing panelling or panelling and glazing in sqm 828.82 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 - teak wood

9.5.4P Providing and fixing panelling or panelling and glazing in sqm 450.17 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

9.5.11.1.2 Providing and fixing panelling and glazing in panelled or sqm 1122.70 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

9.5.11.1.3 Providing and fixing panelling and glazing in panelled or sqm 935.10 panelled and glazed shutters for doors, windows and

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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 or sqm 533.16 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.

9.5.13.2 Providing and fixing panelling and glazing in panelled or sqm 640.36 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

9.5.13.3 Providing and fixing panelling and glazing in panelled or sqm 750.22 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

9.5.13.4 Providing and fixing panelling and glazing in panelled or sqm 837.31 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

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

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cross section with a maximum wall thickness of 2.8mm+/-0.30mm duly reinforced with sted to mitre cut at corners.

9.5.17.1 Providing and fixing 35mm thick factory made commercial Sqm 1980.69 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 commercial Sqm 1475.74 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, windows, sqm 4940.20 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - teak wood (Burma).

9.6.3.1C Providing and fixing glazed shutters for doors, windows, sqm 4258.69 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - teak wood (Malabar)

9.6.3.3B Providing and fixing glazed shutters for doors, windows, sqm 3958.35 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30 mm thick shutter - teak wood (Burma).

9.6.3.3C Providing and fixing glazed shutters for doors, windows, sqm 3425.93 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30 mm thick shutter - teak wood (Malabar)

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9.6.4.1P Providing and fixing glazed shutters for doors, windows, sqm 2380.13 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - Country wood

9.6.4.3P Providing and fixing glazed shutters for doors, windows, sqm 1958.30 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30mm thick shutters - Country wood

9.7.2 Extra for providing heavy sheet glass panes instead of sqm 123.43 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 25 mm thick shutters for cup boards sqm 3282.07 etc. - teak wood (Burma).

9.10.1.3C Providing and fixing 25 mm thick shutters for cup boards sqm 2856.13 etc. - teak wood (Malabar)

9.11.2B Providing and fixing 40mm thick panelled, glazed or sqm 4801.43 panelled and glazed partitions fixed to frames with iron screws etc. complete (frames to be paid separately) - teak

9.11.2C Providing and fixing 40mm thick panelled, glazed or sqm 4119.07 panelled and glazed partitions fixed to frames with iron screws etc. complete (frames to be paid separately) - teak

9.14.1B Providing and fixing in position 12 mm thick both side sqm 840.56 laminated novapon board of approved make including fixing in frames with screws etc. complete with 50 x12 mm Burma teak wood beading (frame to be paid separetly).

9.14.1C Providing and fixing in position 12 mm thick both side sqm 802.44 laminated novapon board of approved make including fixing in frames with screws etc. complete with 50 x12 mm Malabar teak wood beading (frame to be paid separetly).

9.14B Supplying and fixing suncontrol film of approved make. sqm 393.37 the rate to include the cost of adhesive compound, labour for fixing and transportation etc. complete all as directed by the engineer - in charge.

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9.15.2 Providing and fixing flat pressed 3 layer particle board sqm 344.89 (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

9.15.3 Providing and fixing flat pressed 3 layer particle board sqm 433.26 (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

9.16.2 Providing and fixing prelaminated flat pressed 3 layer sqm 626.95 (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

9.16.3 Providing and fixing prelaminated flat pressed 3 layer sqm 702.37 (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) -

9.16A.2 Providing brackets fixed in 7.5x7.5x15cm blocks of cement each 73.41 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

9.18.1 Extra for using veneered paticle exterior grade conforming sqm 276.88 to IS: 3097 for fixing to frames, ceiling and shelves etc - Teak ply veneering on one face and commercial ply

9.18.2 Extra for using veneered paticle exterior grade conforming sqm 88.37 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 3269.61 etc. - Panelled or panelled and glazed shutters - Teak wood

9.23.1.1C Providing and fixing 25mm thick shutters for cupboards sqm 2843.66 etc. - Panelled or panelled and glazed shutters - Teak wood (Malabar) Puducherry Page 142


9.23.1.2P Providing and fixing 25mm thick shutters for cupboards sqm 1669.56 etc. - Panelled or panelled and glazed shutters - Country wood (Padak)

9.23.2.1B Providing and fixing 25mm thick shutters for cupboards sqm 3467.44 etc. - Glazed shutters - Teak Wood (Burma)

9.23.2.1C Providing and fixing 25mm thick shutters for cupboards sqm 3009.54 etc. - Glazed shutters - Teak Wood (Malabar)

9.23.2.2P Providing and fixing 25mm thick shutters for cupboards sqm 1747.38 etc. - Glazed shutters - Country Wood (Padak)

9.24.2 Providing and fixing flush door shutters decorative type, sqm 1731.71 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 type, sqm 1619.50 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 type, sqm 1563.39 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).

9.25.2 Providing and fixing flush door shutters non-decorative sqm 1395.08 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 1338.97 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.

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9.25.4 Providing and fixing flush door shutters non-decorative sqm 1282.86 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

9.26.1 Extra for providing and fixing flush doors with teak sqm 185.15 veneering on one side in item No.9.25.

9.34 Extra for providing lipping with 2nd class teak wood Sqm 336.63 battens 25mm minimum depth on all edges of shutters (overall area of door shutter to be measured) over item

9.35.1 Extra for providing vision panel not exceeding 0.1 sqm in sqm 100.99 all types of flush doors (cost of glass excluded) (overall area of door shutter to be measured) - Rectangular or

9.35.2 Extra for providing vision panel not exceeding 0.1 sqm in sqm 98.75 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 190.76 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 of sqm 39.28 the shutter to be measured).

9.44.1B Providing and fixing 40mm thick louvered shutters with sqm 5218.71 venetians 12mm thick for windows - Teak wood (Burma)

9.44.1C Providing and fixing 40mm thick louvered shutters with sqm 4501.48 venetians 12mm thick for windows - Teak wood (Malabar)

9.44.2P Providing and fixing 40mm thick louvered shutters with sqm 2322.77 fixed venetians 12mm thick for windows - Country wood

9.46.2B Providing and fixing 40mm thick wire gauge shutters sqm 4445.73 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - teak wood

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(Burma) Providing and fixing 40mm thick wire gauge shutters sqm 3838.75 9.46.2C Providing and fixing 40mm thick wire gauge shutters sqm 3838.75 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - teak wood

9.46.4P Providing and fixing 40mm thick wire gauge shutters sqm 2165.67 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - Country

9.47.1B Providing and fixing 40mm thick wire gauge shutters sqm 4456.07 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows - Teak wood (Burma)

9.47.1C Providing and fixing 40mm thick wire gauge shutters sqm 3849.09 using galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows - Teak wood (Malabar)

9.47.1P Providing and fixing 40mm thick wire gauge shutters sqm 2213.19 using galvanised M.S wire gauge of average width of aperture 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 (Padak)

9.51A.1 Providing and fixing expandable fastners of specified size each 10.15 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 size each 11.85 with necessary plastic sleeves and galvanised M.S.screws - 32mm long.

9.51A.3 Providing and fixing expandable fastners of specified size each 12.97 with necessary plastic sleeves and galvanised M.S.screws - 40mm long.

9.51A.4 Providing and fixing expandable fastners of specified size each 17.23 with necessary plastic sleeves and galvanised M.S.screws - Puducherry Page 145


50mm long.

9.51B Providing 50x50x50mm teak wood (Burma) plugs each 25.31 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 (Malabar) plugs each 22.09 including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc.

9.52.1B Providing and fixing first class teak wood (Burna) plain sqm 6999.14 lining 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 first class teak wood (Malabar) plain sqm 5969.38 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 (Malabar) sqm 3812.37 plain 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 3600.92 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Burma).

9.53.3C Providing and fixing 20 mm thick plain lining tongued sqm 3077.18 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Malabar)

9.53.4P Providing and fixing 20 mm thick plain lining tongued sqm 1670.13 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Country wood (Padak).

9.54.3B Providing and fixing 12 mm thick plain lining tongued sqm 2248.10 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed

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surface with - teak wood (Burma).

9.54.3C Providing and fixing 12 mm thick plain lining tongued sqm 1926.78 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Malabar)

9.54.4P Providing and fixing 12 mm thick plain lining tongued sqm 1077.66 and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - country wood (Padak).

9.54A.1 Providing and fixing in wall lining flat pressed three layer sqm 577.62 & 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

9.54A.2 Providing and fixing in wall lining flat pressed three layer sqm 657.85 & 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

9.54A.3 Providing and fixing in wall lining flat pressed three layer sqm 736.85 & 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

9.55A.1 Providing and fixing specified wood frame work cum 150041.6 consisting of battens 50 x 25 mm fixed with rawl plug and drilling nececessary holes for rawl plug etc. including priming coat complete - Teak wood (Malabar).

9.57.1 Providing and fixing 4mm thick plywood plain lining sqm 942.77 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 579.20 with necessary screws,priming coat on unexposed surface Puducherry Page 147


etc. complete with - Commercial ply facings of approved manufacture.

9.57A Providing and fixing 1.1mm thick pvc lamination sheet for sqm 403.19 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 doors Sqm 467.55 including screws etc. complete.

9.59B Providing and fixing 40mm thick 1st class teak wood sqm 7640.58 (Burma) 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 teak wood (Malabar) sqm 6610.82 plain panelling with skirting chair rails, and cornice with necessary screws priming coat on unexposed surface etc.

9.60A.1 Providing and fixing skirting of prelaminated with (one sqm 690.13 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 - 18 mm thick.

9.60A.2 Providing and fixing skirting of prelaminated with (one sqm 769.13 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 127.52 beading to door and window frames with iron screws,plugs and priming coat on unexposed surface etc.complete - 50x12mm Teak wood (Burma).

9.61.1.1C Providing and fixing first class teak wood moulded metre 112.34 beading to door and window frames with iron screws,plugs and priming coat on unexposed surface etc.complete - 50x12mm Teak wood (Malabar). Puducherry Page 148


9.61.1.2B Providing and fixing first class teak wood moulded metre 194.47 beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x20mm Teak wood (Burma).

9.61.1.2C Providing and fixing first class teak wood moulded metre 169.16 beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x20mm Teak wood (Malabar)

9.67.1B Providing and fixing plain jaffri of 35x10mm laths placed sqm 2427.98 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - teak wood (Burma).

9.67.1C Providing and fixing plain jaffri of 35x10mm laths placed sqm 2093.42 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - teak wood (Malabar)

9.67.2P Providing and fixing plain jaffri of 35 x 10 mm laths placed sqm 1171.21 35 mm apart (frames to be paid separately) including fixing 50 x 12 mm beading complete with - Country wood

9.73A Providing and fixing 18 mm thick, 150mm wide pelmet of metre 198.50 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

9.73B Supplying and fixing 150mm wide pelmet using 8mm thick metre 283.09 cement bonded wooden particle board supported on 25mm thick country wood planks (kongu) 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.

9.74A.1 Extra for using veneered particle board in item of pelmet 18 metre 13.47 mm thick 150 mm wide - commercial veneering on both

9.74A.2 Extra for using veneered particle board in item of pelmet 18 metre 71.82 mm thick 150 mm wide - particle board with teak veneering

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on both sides.

9.74A.3 Extra for using veneered particle board in item of pelmet 18 metre 11.67 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

9.74B Providing and fixing teak wood lipping of size 25x3mm in metre 19.78 pelmet.

9.79.1 Providing and fixing curtain rods of 1.25mm thick metre 158.84 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 214.95 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 254.22 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 required kg 42.66 spacings in wooden frames of windows and clerestory windows.

9.81 Providing and fixing M.S.round or square bars with kg 41.78 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 56.98 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 58.58 frames of windows etc. with M.S. flats, square or round bars etc. all complete - fixed to openings / wooden frames with

9.83B Providing and fixing expanded metal 20x60mm strands sqm 793.49 3.25mm wide and 1.6mm thick for windows etc.including 62x19mm beading of second class teak wood (Burma). Puducherry Page 150


9.83C Providing and fixing expanded metal 20x60mm strands sqm 696.40 3.25mm wide and 1.6mm thick for windows etc.including 62x19mm beading of second class teak wood (Malabar).

9.85.1B Providing and fixing fly proof galvanized M.S.wire gauze sqm 856.16 to windows and clerestory windows including 62x19mm beading of second class teak wood (Burma) -with wire gauze of I.S.gauge designation 85g with wire of dia.

9.85.1C Providing and fixing fly proof galvanized M.S.wire gauze sqm 766.54 to windows and clerestory windows including 62x19mm beading of second class teak wood (Malabar) -with wire gauze of I.S.gauge designation 85g with wire of dia.

9.85.2N Providing and fixing fly proof galvanised M.S. wire gauge sqm 284.17 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

9.87 Providing 40x5 mm flat iron hold fast 40 cm long each 64.85 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 68813.35 and applying wood preservative for the unexposed surfaces etc. complete with Padak wood.

9.93.1 Providing and fixing M.S. pressed butt hinges bright each 19.62 finished with necessary screws etc. complete -




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9.94.1 Providing and fixing M.S. pressed parliamentary hinges each 36.74 bright finished with necessary screws etc. complete - 150x125x27x2.80mm.




9.95.1 Providing and fixing M.S.single acting spring hinges each 76.83 bright finished with necessary screws etc.complete -



9.96.1 Providing and fixing M.S. double acting spring hinges each 93.66 bright finished with necessary screws etc. complete -



9.98.1 Providing 1 mm thick M.S. piano hinges finished with metre 70.12 nickel plating and fixing with necessary screws - overall



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9.100.1 width 65mm. Providing and fixing M.S. sliding door bolts bright each 61.49 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 60.37 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) with each 44.44 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) with each 38.17 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) with each 128.60 necessary screws, etc. complete - Copper oxidised (back finish) - 250 x 10mm

9.101.2.2 Providing and fixing M.S. tower bolts (barrel type) with each 83.06 necessary screws, etc. complete - copper oxidised (black finish) - 200 x 10mm

9.101.2.3 Providing and fixing M.S. tower bolts (barrel type) with each 79.86 necessary screws, etc. complete - copper oxidised (back finish) - 150 x 10mm

9.101.2.4 Providing and fixing M.S. tower bolts (barrel type) with each 48.44 necessary screws, etc. complete - copper oxidised (back finish) - 100 x 10mm

9.102 Providing and fixing mild steel bright polished nickel each 50.50 plated pull bolt lock conforming to IS: 7534 with necessary nuts and screws etc.complete 85mmx42mm

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9.104.1 Providing and fixing M.S.handles conforming to IS: 208 each 11.35 with necessary screws etc. complete - 125mm



9.105.1 Providing and fixing m.s.hooks and eyes conforming to IS: each 12.50 207 - 300mm

9.105.2 Providing and fixing M.S.hooks and eyes conforming to each 10.26 IS: 207 - 250mm

9.105.3 Providing and fixing M.S.hooks and eyes conforming to each 8.01 IS: 207 - 200mm

9.105.4 Providing and fixing M.S.hooks and eyes conforming to each 6.89 IS:207 - 150mm

9.105.5 Providing and fixing M.S.hooks and eyes conforming to each 5.77 IS:207 - 100mm

9.106 Providing and fixing M.S.fan light pivots with necessary each 7.51 screws etc.complete.

9.107 Providing and fixing m.s. fan light catch with necessary each 8.21 screws etc. complete.

9.108 Providing and fixing 300mm long M.S. chain with hooks each 8.57 for fan light including necessary screws etc. complete.

9.109.1 Providing and fixing M.S. safety hasp and staple each 11.42 conforming to IS: 363 with necessary screws etc. complete

9.109.2 Providing and fixing m.s. safety hasp and staple each 10.08 conforming to IS: 363 with necessary screws etc. complete

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9.109.3 Providing and fixing M.S. safety hasp and staple each 8.95 conforming to IS: 363 with necessary screws etc. complete

9.110 Providing and fixing bright finished or/and black each 52.52 enamelled M.S. helical door spring.

9.110A.1 Providing and fixing M.S. handles for steel windows - 100 each 14.72 mm size weighing not less than 80 gms

9.110A.2 Providing and fixing M.S. handles for steel windows - 150 each 22.58 mm size weighing not less than 100 gms

9.111.1 Providing and fixing oxidised M.S. pressed butt hinges each 25.78 with necessary screws etc. complete - 125x65x2.12mm




9.112.1 Providing and fixing oxidised M.S. pressed parliamentary each 48.41 hinges with necessary screws etc. complete - 150x125x27x2.80mm.




9.113.1 Providing and fixing oxidised M.S. single acting spring each 88.50 hinges with necessary screws etc. complete - 150mm.

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9.114.1 Providing and fixing oxidised M.S. double acting spring each 94.11 hinges with necessary screws etc. complete - 150mm.



9.115.1 Providing M.S. piano hinges, finished with brass plating metre 106.59 and fixing with necessary screws etc. complete - overall width 35mm.

9.115.2 Providing M.S. piano hinges, finished with brass plating metre 84.14 and fixing with necessary screws etc. complete - overall width 50 mm.

9.115.3 Providing M.S. piano hinges, finished with brass plating metre 89.76 and fixing with necessary screws etc. complete - overall width 65 mm.

9.116.1 Providing M.S. piano hinges finished with nickel plating metre 88.64 and fixing with necessary screws etc. complete - overall width 35 mm.



9.117.1 Providing and fixing oxidised M.S. Tee hinges with each 32.65 necessary screws etc. complete - 300x115x2.24mm

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9.117.2 Providing and fixing oxidised M.S. Tee hinges with each 30.41 necessary screws etc. complete : 250x110x2.24mm.

9.118.1 Providing and fixing oxidised M.S. sliding door bolts each 90.67 with nuts and screws etc. complete - 300x16mm.

9.118.2 Providing and fixing oxidised m.s. sliding door bolts with each 72.94 nuts and screws etc. complete - 250x16mm.

9.119.1 Providing and fixing oxidised m.S. tower bolt black finish, each 45.01 (barrel type) with necessary screws etc. complete -

9.119.2 Providing and fixing oxidised M.S. tower bolt black finish, each 33.01 (barrel type) with necessary screws etc. complete -

9.119.3 Providing and fixing oxidised M.S. tower bolts black each 26.73 finish, (barrel type) with necessary screws etc. complete -

9.119.4 Providing and fixing oxidised M.S. tower bolts black each 20.72 finish, (barrel type) with necessary screws etc. complete -

9.120 Providing and fixing 85mm x 42mm oxidised M.S. pull bolt each 33.67 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 38.95 screws etc. complete -300x20x6mm.

9.121.2 Providing and fixing oxidised M.S. door latches each 33.34 conforming to IS: 5930 with screws etc. complete -

9.122.1 Providing and fixing oxidised M.S. handles conforming to each 25.04 IS: 4992 with necessary screws etc. complete: 125mm.

9.122.2 Providing and fixing oxidised M.S. handles conforming to each 19.35 IS: 4992 with necessary screws etc. complete - 100mm.

9.122.3 Providing and fixing oxidised M.S. handles conforming to each 13.72 IS: 4992 with necessary screws etc. complete: 75mm.

9.124 Providing and fixing oxidised M.S. fan light pivot with each 14.91 necessary screws etc. complete.

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9.125 Providing and fixing oxidised M.S. fan light catch with each 14.04 necessary screws etc. complete.

9.126 Providing and fixing 300mm long oxidised M.S. chain each 36.85 with hook for fan light including necessary screws etc.

9.127.1 Providing and fixing oxidised M.S. hasp and staple (safety each 20.85 type) conforming to IS : 363 with necessary screws etc. complete - 150mm



9.127A.1 Providing and fixing oxidised M.S. casement stays each 20.24 (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 16.65 (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 14.41 (straight peg type) with necessary screws etc. complete - 200 mm weighing not less than 120 gms.

9.127B Providing and fixing oxidised M.S. safety chain with each 37.41 necessary fixtures for doors. (weighing not less than 450

9.128.1 Providing and fixing bright finished brass butt hinges each 164.90 with necessary screws etc. complete - 125x85x5.5mm

9.128.2 Providing and fixing bright finished brass butt hinges each 114.41 with necessary screws etc. complete - 125x70x4mm

9.128.3 Providing and fixing bright finished brass butt hinges each 133.27 with necessary screws etc. complete - 100x85x5.5mm

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9.128.4 Providing and fixing bright finished brass butt hinges each 77.17 with necessary screws etc. complete - 100x70x4mm

9.128.5 Providing and fixing bright finished brass butt hinges each 75.37 with necessary screws etc. complete - 75x65x4mm (heavy

9.128.6 Providing and fixing bright finished brass butt hinges each 41.71 with necessary screws etc. complete - 75x40x2.5mm (ordinary type).

9.128.7 Providing and fixing bright finished brass butt hinges each 21.75 with necessary screws etc. complete - 50x40x2.5mm (ordinary type).

9.129.1 Providing and fixing bright finished brass parliamentary each 212.40 hinges with necessary screws etc. complete -




9.134.1 Providing and fixing bright finished brass tower bolts each 219.31 (barrel type) with screws etc. complete - 250x10mm.




9.137.1 Providing and fixing bright finished brass door latch with each 170.29 necessary screws etc. complete - 300x16x5mm.

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9.137.2 Providing and fixing bright finished brass door latch with each 155.70 necessary screws etc. complete - 250x16x5mm.

9.139 Providing and fixing bright finished brass 100mm mortice each 636.90 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 mortice each 547.13 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 603.23 including necessary screws etc. complete (best make of approved quality).

9.142.1 Providing and fixing special quality bright finished brass each 92.67 cup board or ward robe locks with six levers including necessary screws etc. complete (best make of approved




9.143 Providing and fixing 50mm bright finished brass cup board each 31.50 or wardrobe knob with necessary screws (best make of approved quality).

9.146.1 Providing and fixing bright finished brass handles with each 129.57 necessary screws etc. complete - 125mm.


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9.149 Providing and fixing bright finished brass hanging type each 53.72 floor door stopper with necesary screws etc. complete.

9.150 Providing and fixing bright finished brass hydraulic door each 875.14 closer (best make of approved quality) with necessary accessories and screws etc. complete.

9.150A.1 Providing and fixing bright finished brass hydraulic door each 740.20 closer of approved quality with accessories and screws etc. complete - Sleek design type.

9.150A.2 Providing and fixing bright finished brass hydraulic door each 1020.73 closer of approved quality with accessories and screws etc. complete - Hidden type.

9.152 Providing and fixing bright finished brass casement each 46.11 window fastener with necessary screws etc. complete.

9.153.1 Providing and fixing bright finished brass casement stays each 92.34 (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 catch each 34.77 with necessary screws etc. complete.

9.158.1 Providing and fixing bright finished brass hasp and staple each 67.08 (safety type) with necessary screws etc. complete - 150mm.


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9.197 Providing and fixing chromium plated brass 100mm each 580.79 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 502.24 including necessary screws etc. complete (best make of approved quality).

9.199.1 Providing and fixing special quality chromium plated each 87.06 brass cupboard locks with six levers including necessary screws etc. complete (best make of approved quality) of size




9.200 Providing andfixing chromium plated brass 50mm each 37.11 cupboard or wardrobe knobs with nuts complete.

9.203.1 Providing and fixing chromium plated brass handles with each 174.01 necessary screws etc. complete - 125mm

9.203.2 Providing and fixing chromium plated brass handles with each 145.75 necessary screws etc. complete - 100mm.

9.203.3 Providing and fixing chromium plated brass handles with each 112.09 necessary screws etc. complete - 75mm.

9.207 Providing and fixing chromium plated brass casement each 73.71 window fastener with necessary screws etc. complete.

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9.208.1 Providing and fixing chromium plated brass casement stays each 112.99 (straight peg type) with necessary screws etc. complete - 300mm weighing not less than 330 gms.



9.215.1 Providing and fixing aluminium butt hinges anodised each 87.89 (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 82.28 (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 63 x4mm.



9.215.5 Providing and fixing aluminium butt hinges anodised each 66.25 (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 3.2mm.


9.215.7 Providing and fixing aluminium butt hinges anodised each 41.46 (anodic coating not less than grade AC 10 as per IS : 1868) Puducherry Page 163


transparent or dyed to required colour or shade with necessary screws etc. complete - 75 x 63 x 3.2mm.



9.218.1 Providing and fixing aluminium sliding door bolts each 201.01 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 16mm.

9.218.2 Providing and fixing aluminium sliding door bolts each 184.18 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 16mm.

9.219.1 Providing and fixing aluminium tower bolts anodised each 93.51 (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.




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9.219.5 Providing and fixing aluminium tower bolts anodised each 44.51 (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 anodised each 44.89 (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.

9.221 Providing and fixing 50 cm long aluminium kicking plate each 119.16 100 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 (anodic each 33.74 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 (anodic each 33.64 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 (anodic each 29.38 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 36.66 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

9.223.2 Providing and fixing aluminium hanging floor door each 59.10 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

9.224 Providing and fixing aluminium casement stays anodised each 56.88 (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.

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9.225 Providing and fixing bright finished brass 100mm mortice each 671.56 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 screws etc. complete (best make of approved quality).

9.226 Providing and fixing aluminium tee channals (heavy duty) metre 39.33 with rollers, stop end in pelmets as curtain rod.

9.229 Providing and fixing godrej nov-tal lock - 65mm size each 280.53

9.232 Supplying and fixing wooden partition using country sqm. 1363.68 wood frames (padak) 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

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10 . Steel Work Code Description Unit Rate

10.1 Structural steel work in single section fixed without Kg 46.94 connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel

10.2 Structural steel work in single section fixed with kg 46.73 connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel

10.3 Structural steel work reveted or bolted in built up section, kg 48.66 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 47.08 and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel

10.5 Providing and fixing in position collapsible steel shutters Sqm 2815.31 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

10.6 Providing and fixing 1mm thick m.s. sheet sliding shutters Sqm 2090.90 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 primer.

10.7.1 Providing and fixing 1mm thick M.S. sheet door with frame Sqm 1742.53 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

10.7.2 Providing and fixing 1mm thick M.S. sheet garage door Sqm 1652.98 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.

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10.8.1 Supplying and fixing rolling shutters of approved make, Sqm 2555.21 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 2368.20 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 2121.33 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 310.27

10.10.1 Extra for providing mechanical device chain and crank Sqm 295.46 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 351.56 operation for operating rolling shutters - exceeding 16.80 sqm in area.

10.10A Extra for providing grilled rolling shutters manufactured sqm 168.32 out of 8 mm dia M.S. bar instead of laths as per design Puducherry Page 168


approved by Engineer-in-Charge (area of grill to be measured).

10.12.1 Providing and fixing steel glazed doors of standard rolled Sqm 2008.05 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

10.12.2 Providing and fixing steel glazed windows of standard Sqm 1240.12 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 1688.97 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 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 1688.97 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 Puducherry Page 169


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 1688.97 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 1240.12 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 - 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 31.89 shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and

10.14 Providing and fixing t-iron frames for doors, windows and Kg 59.39 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 Puducherry Page 170


screws and applying a priming coat of approved steel primer.

10.15.1 Providing and fixing pressed steel door frames metre 184.74 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 192.46 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 B.

10.15.3 Providing and fixing pressed steel door frames metre 220.51 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 62.64 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 : 1161-1979).

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10.16.2 Steel work in built up tubular trusses including cutting, Kg 65.00 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 : 1161-1979)

10.16.3 Steel work in built up tubular trusses including cutting, Kg 72.07 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:

10.17 Providing and fixing 20x6mm mild steel 15cm long clamps each 31.89 for securing chick tops.

10.18 Providing and fixing mild steel rings of 6mm round for bar each 20.66 and 40mm internal dia for fastening ropes of chicks.

10.19 Providing and fixing M.S. fan clamp type-i of 16mm dia each 67.99 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 fixing cm.heig 1.05 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

10.21 Providing and fixing circular cast iron box for ceiling fan each 75.85 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 ceiling each 70.24 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

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10.22 Providing and fixing M.S. round holding down bolts with Kg 39.03 nuts and washer plates complete.

10.23 Providing and fixing bolts upto 300mm in length kg 46.11 including nuts and washers complete.

10.24 Providing and fixing bolts above 300mm in length kg 46.11 including nuts and washers complete.

10.25 Providing and fixing m.s. rivets of sizes in position. Kg 64.66

10.26 Welding by gas plant including transportation of gas metre 1.08 welding plant at site etc. complete.

10.27 Welding by electric plant including transportation of metre 0.91 electric welding plant at site etc. complete.

10.28 Providing and fixing bright finished brass casement each 53.55 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 98.44 300mm long of minimum weight 330gms. to side hung steel windows with necessary welding and machine screws etc.

10.30.1 Providing and fixing bright finished brass peg stays to each 98.44 steel ventilators with necessary welding and machine screws etc. complete - 300mm long of minimum weight of

10.30.2 Providing and fixing bright finished brass peg stays to each 87.21 steel ventilators with necessary welding and machine screws etc. complete - 250mm long of minimum weight of

10.30.3 Providing and fixing bright finished brass peg stays to each 75.99 steel ventilators with necessary welding and machine screws etc. complete- 200mm long of minimum weight of

10.31 Providing and fixing 14mm bright finished brass spring each 40.09 catch to steel centre hung ventilators with necessary welding and machine screws etc. complete.

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10.31B supplying and fixing of steel grill work of m.s. Kg 48.85 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 51.86 including cutting, hoisting, fixing in position and 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

10.32.2 Steel work welded in built up sections/ framed work Kg 51.95 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 60.87 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 80.78 ladder railing, balcony railing & staircase railing including applying a coat of steel primer - G.I. pipes 40 mm

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11 . Flooring Code Description Unit Rate

11.1.1 Brick on edge flooring with bricks of class designation 35 Sqm 313.70 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 35 Sqm 285.21 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 or Sqm 10.82 other pattern as specified.

11.4.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 Sqm 136.08 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

11.4.2 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : Sqm 182.51 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: 4 Sqm 215.29 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

11.4.4 Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 Sqm 294.42 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

11.8 52mm thick cement concrete flooring with metallic concrete Sqm 277.51 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 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. Puducherry Page 175


but excluding the cost of nosing of steps etc. complete.

11.9 62mm thick cement concrete flooring with metallic concrete Sqm 307.11 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 cement Sqm 158.84 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 cement Sqm 168.68 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 194.02 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 203.20 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 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 10.23 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) with Cum 3426.40 1:2:4(1 cement:2 sand:4 graded stone aggregate 20mm

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nominal size) including finishing complete.

11.14 Extra for making chequers of approved pattern on cement Sqm 13.81 concrete floors, steps landing, pavements etc.

11.15.1 40mm thick marble chips flooring rubbed and polished to Sqm 296.68 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 to Sqm 363.07 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 to Sqm 329.93 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 - medium shade pigment with approximately 50%white cement and 50% ordinary cement.

11.15.4 40mm thick marble chips flooring rubbed and polished to Sqm 322.80 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

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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 to Sqm 322.17 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 to Sqm 310.52 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 shade pigment with ordinary cement.

11.16.2 40mm thick marble chips flooring, rubbed and polished to Sqm 405.24 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 to Sqm 357.88 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 Puducherry Page 178


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 to Sqm 349.14 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 to Sqm 346.87 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 ordinary cement.

11.18.1.1 Marble chips skirting (upto 30cm height) rubbed and Sqm 346.99 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

11.18.1.2 Marble chips skirting (upto 30cm height) rubbed and Sqm 413.39 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.

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11.18.1.3 Marble chips skirting (upto 30cm height) rubbed and Sqm 380.24 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.

11.18.1.4 Marble chips skirting (upto 30cm height) rubbed and Sqm 373.12 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 372.49 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

11.18.2.1 Marble chips skiriting (upto 30cm height ) rubbed and Sqm 356.18 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

11.18.2.2 Marble chips skirting (upto 30cm height)rubbed and Sqm 422.57 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 Puducherry Page 180


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.

11.18.2.3 Marble chips skirting (upto 30cm height) rubbed and Sqm 389.42 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 382.30 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 any pigment

11.18.2.5 Marble chips skirting (upto 30cm height) rubbed and Sqm 391.23 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 61.89 2mm thick in joints of terrazo floor.

11.20.1 Providing and fixing glass strips in joints of metre 16.22 terrazo/cement concrete floors:-40mm wide and 4mm thick.

11.20.2 Providing and fixing glass strips in joints of metre 18.69 terrazo/cement concrete floors:-40mm wide and 6mm thick.

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11.23 Extra for terrazo flooring laid as floor borders, margins and Sqm 9.54 similar bands exceeding 7.5cm but not exceeding 30cm in width.

11.24 Extra for laying terrazo flooring on stair case treads not Sqm 14.31 exceeding 30cm in width including cost of forming, nosing

11.25 Extra for laying terrazo in narrow bands not exceeding metre 1.02 7.5cm in width.

11.26 Extra for making moulded nosing in terrazo including metre 46.34 returned moulded ends and angles to mouldings.

11.27 Special surface finishing to treads, risers and the ends of Sqm 24.83 concrete steps and the like, including form work.

11.28.1 Crazy marble stone flooring including filling the gaps with Sqm 479.75 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 sizes Sqm 586.28 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 sizes Sqm 502.35 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 50% ordinary cement.

11.29A.3 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 476.68 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the Puducherry Page 182


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 sizes Sqm 443.46 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 exceeding Sqm 16.76 30cm in width.

11.31.1 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 702.68 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 -

11.31.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 597.27 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%

11.31.3 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 546.42 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 -- dark

11.32.1 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 690.03 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.

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11.32.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 584.62 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%

11.32.3 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 533.76 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 62.84 steps skirting and dado.

11.34A.1 Chequered terrazo tiles 22 mm thick with marble chips of Sqm 604.80 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.

11.34A.2 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 527.04 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%

11.34A.3 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 470.50 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.

11.34A.4 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 437.29 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.

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11.34B.1 Chequerred precast cement concrete tiles 22 mm thick with Sqm 784.51 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.

11.34B.2 Chequerred precast cement concrete tiles 22 mm thick with Sqm 721.39 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 %

11.34B.3 Chequerred precast cement concrete tiles 22 mm thick with Sqm 593.94 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.

11.34B.4 Chequerred precast cement concrete tiles 22 mm thick with Sqm 560.72 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 without any pigment.

11.35.2.1 Chequerred terrazo tiles 30mm thick with marble chips of Sqm 658.82 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 of Sqm 556.86 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 of Sqm 495.39 sizes upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles Puducherry Page 185


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 flooring Sqm 608.15 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 698.24 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 resistant sqm 736.90 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 flooring on a bed of 10 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali

11.36C.2.1 Providing and fixing 10 mm thick acid and alkali resistant sqm 661.34 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

11.38 White glazed tiles of minimum thickness 5mm in skirting Sqm 660.83 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 m Sqm 562.80 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

11.41A.2.1 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 557.58 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

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pigment of matching shade complete. ceramic tiles (as per manufactures specifications) 7.0 mm thick.

11.41A.3 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 598.51 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

11.41A.4 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 598.51 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. factory printed glazed

11.41A.5 Tile work in skirting risers of steps and dado (upto 2m sqm 1332.69 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

11.42.2.1 Marble stone flooring over 20mm(average) thick base laid Sqm 1997.08 and jointed with grey cement slurry including rubbing and polishing complete with -15mm thick makrana white second quality marble -base in cement mortar 1:4 (1

11.42.2.1A Marble stone flooring over 20mm(average) thick base laid sqm 1364.77 and jointed with grey cement slurry including rubbing and polishing complete with -15mm thick Mourvadu white marble -base in cement mortar 1:4 (1 cement:4 sand)

11.42.5.1 Marble stone flooring with 15mm thick marble stone over Sqm 1158.30 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm 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 over sqm 1364.77 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)

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11.42.18.1 Marble stone flooring with 15mm thick marble stone over Sqm 1351.87 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick Pink plain marble - base in cement mortar 1:4 (1 cement:4 sand)

11.42.21.1 Marble stone flooring with 15mm thick marble stone over Sqm 1093.78 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm 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 the Sqm 3.98 shade of the marble slabs.

11.44 Extra if white cement slurry is used instead of grey cement Sqm 7.68 slurry (in joints of marble stone flooring or tiles).

11.46 Extra for nosing in marble stone for treads. metre 131.62

11.47 Extra for marble stone flooring in treads of steps, not Sqm 123.65 exceeding 30cm in width.

11.48.1.2 Kota stone slab flooring over 20mm (average) thick base sqm 773.02 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 thick.

11.49 25mm thick kota stone slab in risers of steps skirting, dado Sqm 761.76 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 412.31 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 - sheet.

11.64.1.2 Providing and fixing homogeneous Polyvinyl chloride sqm 428.02 tile in flooring and skirting in approved pattern on a Puducherry Page 188


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 - tiles

11.64.2.1 Providing and fixing Polyvinyl chloride sheet in flooring Sqm 447.66 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 - sheet.

11.64.2.2 Providing and fixing Polyvinyl chloride tile in flooring Sqm 451.59 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 on Sqm 306.28 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 mm thick.

11.73 Thanthoori stone slab flooring over 20mm (average) thick Sqm 574.83 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

11.74 Thanthoori stone slabs 25mm thick in risers of steps Sqm 663.14 (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 780.05 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.

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11.76 Thanthoori stone slabs 25mm thick of length equal to Sqm 657.96 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 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 1282.60 thickness not less than 10mm of size 60cm x 60cm 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

11.82 Providing and laying in floors fully vitrified tiles of sqm 1476.50 thickness not less than 10mm of size 60cm x 60cm 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 955.38 thickness not less than 8mm of size 45cm x 45cm 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

11.84 Providing and laying in floors rectified tiles of thickness sqm 749.37 not less than 8mm of size 40.50cm x 40.50cm 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

11.84A Providing and laying in floors ceramic tiles of thickness sqm 603.94 not less than 6mm of size 30cm x 30cm 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

11.88 Tile work in skirting, risers of steps over 12mm thick bed Sqm 839.14 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 Puducherry Page 190


complete - Fully vitrified tiles 45x45cm 8mm thick.Premium quality make of Johnson/Regency/Naveen of approved colour and design.

11.89 Tile work in skirting, risers of steps over 12mm thick bed Sqm 1343.60 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 Bell approved colour and

11.90 Tile work in skirting, risers of steps over 12mm thick bed Sqm 1155.89 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 tiles of approved colour and design.

11.91 Tile work in skirting, risers of steps over 12mm thick bed Sqm 639.70 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 40.50x40.50cm 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 bed Sqm 498.93 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 of Johnson/ Regency/ Naveen/ Kajaria of approved colour and design.

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12 . Roofing Code Description Unit Rate

12.1.1 Providing corrugated G.S. sheet roofing fixed with G.I. J Sqm 863.31 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 J or Sqm 700.42 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 gm/sqm.

12.1.3 Providing corrugated G.S. sheet roofing fixed with G.I. J or Sqm 584.39 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 gm/sqm.

12.1.4 Providing corrugated g.s. sheet roofing fixed with g.i. j or l Sqm 492.44 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 - 0.80 mm thick with zinc coating not less than 275 gm/sqm.

12.2 Extra for providing and fixing corrugated G.S.sheets sqm 3.95 vertically or to a pitch exceeding 60 degree.

12.9.5 Providing and fixing 15cm wide 45cm over all semi metre 303.00 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 than 275gm/sqm.

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12.10.1 Providing asbestos cement 6mm thick corrugated sheets Sqm 171.51 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.

12.10.2 Providing asbestos cement 6mm thick corrugated sheets Sqm 175.56 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 flat metre 84.82 iron section.

12.14.3 Providing and fixing ridges and hips in asbestos cement metre 212.27 sheet roofing - Close fitting adjustable ridges.

12.14.4 Providing and fixing ridges and hips in asbestos cement metre 158.31 sheet roofing - North light adjustable ridges.

12.15.3 Providing and fixing asbestos cement roofing accesories metre 209.72 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 necessary metre 21.14 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 at Sqm 54.93 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 345.98 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.

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12.34L Lime concrete terracing on roofs of required thickness laid cum 2120.75 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 complete.

12.39 Making khurras 45x45cm with average minimum thickness each 152.72 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 density Sqm. 405.35 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. 497.93 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 approved Sqm. 207.86 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 approved Sqm. 257.36 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 in metre 209.90 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 260.50 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 424.49 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 150mm diameter. Puducherry Page 194


12.70.2 Providing, fixing and embedding cast iron (S&S) class LA metre 902.81 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

12.70.3 Providing, fixing and embedding cast iron (S&S) class LA metre 1462.73 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) -

12.71.2 Providing and fixing M.S. holder bat clamps of approved each 71.28 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 - 100mm diameter.


12.72.1.2 Providing and fixing on wall face C.I. accessories for rain each 239.35 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 rain each 301.65 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 rain each 239.35 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 diameter.

12.72.3.3 Providing and fixing on wall face C.I. accessories for rain each 301.65 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. Puducherry Page 195


12.73.2 Providing lead caulked joints to sand cast iron rain water each 196.61 pipes and fittings - 100mm diameter pipe.


12.74.1.2 Providing, fixing and embedding sand cast iron each 115.92 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 255.04 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 99.09 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

12.74.2.3 Providing, fixing and embedding sand cast iron each 187.71 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 - 150mm diameter.

12.78.1 Providing and fixing on wall/column face unplasticised - metre 114.62 PVC (working pressure 4 kg/sqcm) rain water pipes conforming to IS : 13592 including jointing with seal 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 197.68 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 diameter.

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12.79.1.1 Providing and fixing on wall face/column face each 79.56 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 -

12.79.1.2 Providing and fixing on wall face/column face each 108.07 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 - coupler -

12.79.2.1 Providing and fixing on wall face/column face each 80.68 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

12.79.2.2 Providing and fixing on wall face/column face each 120.41 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

12.79.3.1 Providing and fixing on wall face/column face each 130.85 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



12.79.4.2 Providing and fixing on wall face/column face each 188.80 unplasticised - PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS :

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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 80.68 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

12.79.5.2 Providing and fixing on wall face/column face each 120.41 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

12.79.6.1 Providing and fixing on wall face/column face each 139.03 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

12.79.6.2 Providing and fixing on wall face/column face each 244.97 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

12.80.1 Providing and fixing unplasticised-PVC pipe clips of each 87.35 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 107.54 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.

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13 . Finishing Code Description Unit Rate

13.8.2 12 mm cement plaster of mix - 1:4 (1 cement : 4 fine sand) sqm 75.93

13.8.3 12 mm cement plaster of mix - 1:5 (1 cement : 5 fine sand). sqm 71.82


13.9.2 15 mm cement plaster on the rough side of single or half sqm 88.74 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 82.66 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 half sqm 77.45 brick wall of mix - 1:6 (1 cement : 6 fine sand).



13.14.1 12 mm cement plaster finished with a floating coat of neat sqm 105.77 cement - of mix - 1:3 (1 cement : 3 fine sand).

13.14.2 12 mm cement plaster finished with a floating coat of neat sqm 96.31 cement - of mix - 1:4 (1 cement : 4 fine sand).

13.16.1 20 mm cement plaster finished with a floating coat of neat sqm 143.81 cement of mix 1:3 (1 cement : 3 fine sand).

13.16.2 20 mm cement plaster finished with a floating coat of neat sqm 129.11 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 : 3 fine sqm 59.74 sand).

13.25 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished sqm 82.84 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

13.26 Neat cement punning. sqm 21.39 Puducherry Page 199


13.29.1 18 mm cement lime plaster in two coats under layer 12 mm sqm 108.09 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 in sqm 4.94 cement plaster works in proportion recommended by the manufacturers - 12 mm cement plaster 1:3 (1 cement : 3

13.36.2 Extra for providing and mixing water proofing material in sqm 3.70 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 in sqm 5.62 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 10 m sqm 16.39 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 in sqm 7.97 radius - in one coat.

13.38.2 Extra for plastering on circular work not exceeding 6 m in sqm 12.25 radius - in two coats.

13.39.1 Extra for plastering done on moulding cornices or sqm 111.45 architraves including neat finish to line and level in one

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13.39.2 Extra for plastering done on moulding cornices or sqm 183.22 architraves including neat finish to line and level in two

13.39.3 Extra for adding Recron 3S or equivalent 6mm fibre as fibre per bag of 27.50 reinforcement for plastering at the rate of 125 gm per bag of cement cement including the cost of fibre.

13.41 18 mm plastering with terrazzo finish rubbed and polished sqm 324.53 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

13.50.1 12 mm thick plain cement mortar bands in cement mortar unit 1.39 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 mortar unit 1.68 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 in sqm. 254.49 C.M. 1:4 (one cement : 4 sand)

13.51B 15 mm thick plain cement plaster band of width 100mm metre 8.46 with cement mortar 1:4 (1 cement : 4 sand). - raised band.

13.56.1 Pointing on brick work with cement mortar 1:3 (1 cement sqm 43.47 :3 fine sand) - flush pointing.

13.63.1 Pointing on tile brick work with cement mortar 1:3 (1 sqm 59.95 cement :3 fine sand) - flush pointing.

13.64.1 Pointing on stone work with cement mortar 1:3 (1 cement sqm 60.70 :3 fine sand) - flush pointing.

13.64.2 Pointing on stone work with cement mortar 1:3 (1 cement sqm 64.83 :3 fine sand) - ruled pointing.

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13.64.3 Pointing on stone work with cement mortar 1:3 (1 cement sqm 110.99 :3 fine sand) - raised and cut pointing

13.72.1 White washing with whiting to give an even shade - new sqm 7.01 work (three or more coats).

13.73.2 Colour washing such as green, blue or buff to give an even sqm 9.17 shade - new work (two or more coats) with a base coat of whiting.

13.77.2 Distempering with oil bound washable distemper of sqm 47.33 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.1 Distempering with first quality acrylic washable distemper sqm 27.94 (ready made) of approved manufacturer and of required shade and colour complete as per manufacturer specification - two or more coats on new work.

13.77A.2 Distempering with first quality acrylic washable distemper sqm 16.74 (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 and sqm 19.07 manufacture on wall surface - cement primer.

13.79.1 Finishing walls with water proofing cement paint of sqm 43.24 approved brand and manufacture and of required shade to give an even shade - new work (three or more coats).

13.79.1.1 Finishing walls with water proofing cement paint " sqm 32.13 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 31.28 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.

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13.79A.1 Finishing walls with textured exterior paint "Sandtex Matt" sqm 93.95 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 equivalent applied @

13.79A.2 Finishing walls with textured exterior paint "Sandtex Matt" sqm 79.80 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

13.79A.3 Finishing walls with textured exterior paint "Sandtex Matt" sqm 47.03 of M/s Snowcem India Ltd., or equivalent of required shade : Old work (One or more coats ) applied @ 1.82 litre

13.79B.1 Finishing walls with Acrylic Smooth exterior paint sqm 53.01 "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

13.79B.2 Finishing walls with Acrylic Smooth exterior paint sqm 38.29 "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)

13.79B.3 Finishing walls with Acrylic Smooth exterior paint sqm 23.90 "Trump" of M/s Snowcem India ltd or equivalent of required shade: Old work (One or more coat applied @ 0.90 litre /

13.79C.1 Finishing walls with Premium Acrylic Smooth exterior sqm 63.02 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

13.79C.2 Finishing walls with Premium Acrylic Smooth exterior sqm 48.85 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

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13.79C.3 Finishing walls with Premium Acrylic Smooth exterior sqm 30.76 paint with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: ) Old work (One or more coats applied @ 0.83litre / 10 sqm )

13.79D.1 Finishing walls with Delux Multi surface paint system sqm 59.76 "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

13.79D.2 Finishing walls with Delux Multi surface paint system sqm 50.14 "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

13.79D.3 Finishing walls with Delux Multi surface paint system sqm 51.54 "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 over an under coat of primer UG or equivalent , applied @ 0.80 litre / 10 sqm of approved

13.81.1 Applying priming coat - with ready mixed pink or grey sqm 18.00 primer of approved brand and manufacture on wood work (hard and soft wood).

13.81.2 Applying priming coat - with ready mixed aluminium sqm 19.52 primer of approved brand and manufacture on resinous wood and ply wood.

13.81.3 Applying priming coat - with ready mixed zinc chromate sqm 16.94 yellow primer of approved brand and manufacture on steel galvanised iron/steel works.

13.82.1 Painting with ready mixed paint of approved brand and sqm 39.01 manufacture in all shades to give an even shade - new steel work (two or more coats).

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13.82.2 Painting with ready mixed paint of approved brand and sqm 39.01 manufacture in all shades to give an even shade - new wood work (two or more coats).

13.82A Painting one thin coat with white lead of approved brand sqm 22.19 and manufacture on wet or patchy portion of plastered

13.82B.1 Finishing with epoxy paint (two or more coats) at all sqm 77.92 locations prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on steel work.

13.82B.2 Finishing with epoxy paint (two or more coats) at all sqm 75.36 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 42.06 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

13.83A.1 Applying a coat of mordant paint on G.S sheet - with a sqm 11.34 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 - with a sqm 11.28 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 soft water.

13.84.3 Painting (two or more coats) on rain water, soil, waste and metre 18.23 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.


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13.85.3 Painting (one or more coats) on rain water, soil, waste and metre 8.11 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 46.88 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 35.67 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 55.59 and manufacture of required colour to give an even shade. - two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and

13.95.1 painting with aluminium paint of approved brand and sqm 36.55 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 40.78 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 30.40 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 53.82 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 21.61 manufacture - one or more coats with copal varnish.

13.100.4 Varnishing with varnish of approved brand and sqm 56.89 Puducherry Page 206


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 23.35 manufacture - one or more coats with spar varnish.

13.101.1 French spirit polishing - two or more coats on new works sqm 77.36 including a coat of wood filler.

13.104.1 Polishing on wood work with ready made wax polish of sqm 39.11 approved brand and manufacture on - new work.

13.105 Floor polishing on masonry or concrete floors with wax sqm 16.85 polish of approved brand and manufacture.

13.108 Varnishing with flatting varnish of approved brand and Sqm 22.35 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 patches of sqm 113.11 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 370.30 necessary glass panes weighing 7.5kg/sqm

14.5.2 Renewing glass panes, with putty and nails wherever sqm 450.53 necessary glass panes weighing 10kg/sqm

14.5.3 Renewing glass panes, with putty and nails wherever sqm 586.31 necessary glass panes weighing 13.75kg/sqm.

14.5.4 Renewing glass panes, with putty and nails wherever sqm 376.48 necessary Frosted glass panes weighing 7.5kg/sqm.

14.6.1 Renewing glass panes, with wooden fillets wherever sqm 422.51 necessary glass panes weighing 7.5kg/sqm.

14.6.2 Renewing glass panes, with wooden fillets wherever sqm 495.79 necessary glass panes weighing 10kg/sqm.

14.6.3 Renewing glass panes, with wooden fillets wherever sqm 631.56 necessary glass panes weighing 13.75kg/sqm.

14.6.4 Renewing glass panes, with wooden fillets wherever sqm 421.73 necessary - Frosted glass panes weighing 7.5kg/sqm.

14.8.1K Supplying and fixing new wooden fillets wherever metre 11.83 necessary - country wood Kongu

14.8.1N Supplying and fixing new wooden fillets wherever metre 11.83 necessary - Teak wood Nigiria

14.8.1V Supplying and fixing new wooden fillets wherever metre 11.83 necessary - Country wood Vengai

14.9 Renewal of old putty of glass panes (length). metre 10.49

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14.10 Refixing old glass panes with putty and nails. sqm 136.39

14.11 Fixing old glass panes with wooden fillets (excluding cost sqm 106.88 of fillets).

14.19.1.1K Renewing wooden beams in roofs,including making good cum 2906.30 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

14.19.2.1K Renewing wooden beams in roofs,including making good cum 3321.68 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 preparing sqm 9.91 the surface for repainting or replastering including disposal of rubbish to the dumping ground within 50m

14.33 Pumping out water caused by springs, tidal or river Kl. 49.88 seepage, broken water mains or drains and the like.

14.34 Mud mortar. cum 169.60

14.40.1N Providing and fixing plain jaffri door and window shutters sqm 279.34 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 shutters sqm 279.34 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:- kongu wood

14.41.1 Providing and fixing curtain rods of 1.25 mm thick brass metre. 115.45 plate with two brass brackets fixed with brass screws and wooden plugs etc.complete wherever necessary complete - 12 mm diameter. Puducherry Page 209


14.41.2 Providing and fixing curtain rods of 1.25 mm thick brass metre 143.50 plate with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete - 20 mm

14.41.3 Providing and fixing curtain rods of 1.25 mm thick brass metre 177.17 plate with two brass brackets fixed with brass screws and wooden plugs etc.wherever necessary complete - 25 mm

14.42 Providing and fixing M.S. round or square bars at required kg 42.66 spacings in wooden frames of windows and clerestory windows.

14.43 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.

14.44.1K Providing joists (karries) including hoisting fixing in cum 2354.77 position and applying wood preservative on unexposed surface etc. complete with - Kongu wood.

14.46.1 Providing and fixing bright finished brass single acting each 228.81 spring hinges with neccessary screws etc. complete - 150



14.47.1 Providing and fixing bright finished brass double acting each 346.63 spring hinges with necessary screws etc. complete - 150



14.48.1 Providing and fixing bright finished brass flush bolts with each 135.00 necessary screws etc. complete - 250 mm

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14.48.2 Providing and fixing bright finished brass flush bolts with each 89.35 necessary screws etc. complete - 150 mm.

14.48.3 Providing and fixing bright finished brass flush bolts with each 66.91 necessary screws etc. complete - 100 mm.

14.49 Providing and fixing 30 cm long bright finished brass each 82.54 finger plate 65 x 1.5 mm including necessary screws etc.

14.50 Providing and fixing bright finished brass furniture each 30.78

14.51 Providing and fixing 150 mm bright finished floor brass each 155.78 door stopper with rubber cushion, screws etc. to suit shutter thickness complete.

14.52.1 Providing and fixing bright finished brass hard drawn each 46.32 hooks and eyes - 300 mm.

14.52.2 providing and fixing bright finished brass hard drawn each 44.04 hooks and eyes:-250mm




14.53 Providing and fixing bright finished brass fan light pivot each 44.75 with necessary screws etc.complete.

14.54 Providing and fixing 300 mm long bright finished brass each 34.87 chain with hook for fan light including necessary screws etc.complete.

14.55 Providing and fixing bright finished brass quadrant stays each 79.76 300 mm long with necessary screws etc. complete.

14.56 Providing and fixing bright finished brass helical door each 192.55 Puducherry Page 211


spring (superior quality).

14.57.2 Providing and fixing chromium plated brass butt hinges each 93.59 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 77.57 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 75.24 with necessary screws etc.complete - 75 x 65 x 4 mm (heavy

14.57.6 Providing and fixing chromium plated brass butt hinges each 41.58 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 27.47 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 brass each 140.17 pull bolt lock with necessary screws, nuts, bolts and washers etc. complete.

14.59.1 Providing and fixing chromium plated brass door latch each 124.34 with necessary screws etc. complete - 300 x 16 x 5 mm.

14.59.2 Providing and fixing chromium plated brass door latch each 107.42 with screws etc. complete - 250 x 16 x 5 mm.

14.60 Providing and fixing chromium plated brass fan light pivot each 38.24 with necessary screws etc. complete.

14.61 Providing and fixing chromium plated brass fan light catch each 39.25 with necessary screws etc. complete.

14.62 Providing and fixing 300 mm long chromium plated brass each 23.20 chain with hook for fan light including necessary screws etc.complete.

14.63 Providing and fixing chromium plated brass quadrant stays each 118.58 300 mm long with necessary screws etc. complete. Puducherry Page 212


14.64.1 Providing and fixing chromium plated brass hasps and each 82.99 staples (safety type) with necessary screws etc. complete -



14.65.1 Providing and fixing on wallface S.C.I. rain water pipes metre 224.00 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 LA metre 711.92 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) -


14.68.1.1 Providing and fixing on wall face C.I. accessories for rain each 181.67 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 - 75mm diameter.

14.68.2.1 Providing and fixing on wall face C.I. accessories for rain each 196.75 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

14.68.3.1 Providing and fixing on wall face C.I. accessories for rain each 181.82 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 diameter.

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14.70.1.1 Providing, fixing and embedding sand cast iron each 96.08 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.

14.70.2.1 Providing, fixing and embedding sand cast iron each 73.64 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 - 75mm diameter.

14.76.2 White washing with whiting to give an even shade - old sqm 4.31 work (two or more coats).

14.76.3 White washing with whiting to give an even shade - old sqm 2.63 work (one or more coats).

14.77.4 Colour washing such as green, blue or buff to give an even sqm 5.03 shade - old work (two or more coats) with whiting.

14.77.6 Colour washing such as green, blue or buff to give an even sqm 3.23 shade - old work (one or more coats) with whiting.

14.78 Removing white or colour wash by scrapping and sand Sqm 2.89 papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

14.80.3 Distembering with Oil bound washable distember of sqm 24.09 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 26.97 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 sand sqm 3.84 paper and preparing the surface smooth including necessary repairs to scratches etc. complete.

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14.83.3 Painting with ready mixed paint of approved brand and sqm 25.19 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 25.19 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 20.64 approved brand and manufacture of required colour to give an even shade - old work (one or more coats).





14.87.1 Painting (two or more coats) on rain water, soil, waste and metre 10.95 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 and metre 15.19 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. Puducherry Page 215


14.88.1 Painting (one or more coats) on rain water, soil, waste and metre 4.87 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 9.69 brand and manufacture - old work (one or more coats).

14.90 Coal tarring one coat on old work using 0.12 litre of coal sqm 9.09

14.91.2 Wall painting with plastic emulsion paint of approved sqm 29.15 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 23.58 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 24.55 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 22.84 manufacture to give an even shade. - one or more coats on old work.

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14.95.2 Painting with acid proof paint of approved brand and sqm 26.12 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 19.97 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 brand sqm 27.69 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 work. sqm 38.93

14.99.2 Polishing on wood work with ready made wax polish of sqm 19.90 approved brand and manufacture on - old work.

14.101 Painting (one or more coats) with black Japan paint of sqm 20.62 approved brand and manufacture to give an even shade.

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15 . Dismantling And Demolishing Code Description Unit Rate

15.1 Demolishing lime concrete and disposal of material within cum 114.41 50 metres lead.

15.2.1 Demolishing cement concerte including disposal of cum 334.21 material within 50 metres lead.-1:3:6 or richer mix.

15.2.2 Demolishing cement concrete including disposal of cum 204.58 material within 50 metres lead; - 1:4:8 or leaner mix.

15.3 Demolishing R.C.C work including stacking of steel bars cum 491.27 and disposal of unserviceable material within 50 metres

15.4 Demolishing R.B. work including stacking of steel bars cum 435.61 and disposal of unserviceable material within 50 metres

15.5 Extra for cutting reinforcement bars in R.C.C or R.B. work sqm 171.88 (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 1.37 reinforcement from R.C.C or R.B work.

15.7.1 Demolishing brick work including stacking of serviceable cum 94.73 material and disposal of unserviceable material within 50 metres lead;-in mud mortar.

15.7.2 Demolising brick work including stacking of serviceable cum 243.97 material and disposal of unserviceable material within 50 metres lead;_in lime mortar with old mughal bricks.

15.7.3 Demolishing brick work including stacking of serviceable cum 115.16 material and disposal of unserviceable material within 50 metres lead;_in lime mortar.

15.7.4 Demolishing brick work including stacking of serviceable cum 278.54 material and disposal of unserviceable material within 50 metres lead;-in cement mortar.

15.8.1 Removing mortar from bricks and cleaning bricks cum 646.11 including stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in mud mortar.

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15.8.3 Removing mortar from bricks and cleaning bricks cum 763.96 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 964.94 including stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in cement

15.9.1 Demolishing stone rubble masonry including stacking of cum 157.12 serviceable material and disposal of unserviceable material within 50 metres lead- in lime mortar.

15.9.2 Demolishing stone rubble masonry including stacking of cum 332.70 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 198.94 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 389.37 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 66.50 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 96.11 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 55.89 (steel or wood) shutter including chowkhats,architrave,holdfasts etc.complete and stacking within 5o metres lead- of area 3 sq.metres and below.

15.12.2 Dismantling doors windows and clerestory windows each 76.79 (steel or wood) shutters including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metres lead-of area beyond 3 sqm.

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15.13.1 Taking out doors,windows and clerestory window each 22.07 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 29.34 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 699.27 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 2.80 rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead-of sectional

15.15.1 Extra for dismantling trusses, rafters,purlins etc. of wood cum/m 92.21 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 wood m/m 0.26 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 wood cum/m 129.81 work for every additional height of one metre or part thereof beyond 5 metres-of sectional area 40 sq.cm and

15.16.2 Extra for dismantling trusses, rafters, purlins etc.of wood m/m 0.50 work for every additional height of one metre or part thereof beyond 5 metres-of sectional area below 40 sq.cm.

15.17.1 Dismantling steel work in single sections including kg 0.48 dismembering and stacking within 50metres lead in -

15.17.2 Dismantling steel work in single sections including kg 0.33 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 0.81 tees,flats and channels including all gusset plates, bolts, nuts, cutting rivets,welding etc.including dismembering and stacking within 50 metres lead. Puducherry Page 220


15.19 Dismantling steel work in built up sections without kg 0.54 dismembering and stacking with in 50 metres lead.

15.20 Extra for dismantling trusses, rafters,purlinsetc of steel kg/m 0.12 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 0.12 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 0.67 re-erected.

15.23.1 Dismantling tile work in floors and roofs laid in cement sqm 11.18 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 17.75 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 174.13 including stacking serviceable material and disposal of unserviceable material within 50 metres lead.

15.25 Dismantling stone slab flooring laid in cement mortar sqm 36.81 including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.26 Demolishing brick tile covering in terracing including sqm 16.44 stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.27 Demolishing mud phaska in terracing and disposal of cum 121.10 material within 50 metres lead.

15.28.1 Dismantling roofing including ridges,hips valleys and sqm 25.15 gutters etc. and stacking the material within 50 metres lead of-G.S.sheet.

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15.28.2 Dismantling roofing including ridges, hips, valleys and sqm 11.81 gutters etc.and stacking the material within 50 metres lead of- Asbestos sheet.

15.29 Dismantling stone slab roofing over wooden karries or cum 366.94 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 34.43 stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.31 Dismantling tiled roofing with battens boarding etc. sqm 29.38 complete including stacking of serviceable and disposal of unserviceable material within 50 metres lead.

15.32 Demolishing thatch roofing including mats, bamboo, jaffari sqm 8.18 etc.complete including stacking of serviceable material and disposal of unserviceable material within 50 metres

15.33 Dismantling wooden ballies in posts and struts including metre 2.82 stacking within 50 metres lead.

15.34.1 Dismantling and stacking within 50 metres lead, fencing each 41.30 posts or struts including all earth work and dismantling of concrete etc.in base of:-'T' or 'L' iron or pipe

15.34.2 Dismantling and stacking within 50 metres lead, fencing each 49.23 posts or struts including all earth work and dismantling of concrete etc.in base of:-R.C.C

15.36 Dismantling barbed wire or flexible wire rope in fencing kg 5.16 including making rolls and stacking within 50 metres lead.

15.37 Dismantling wooden trellis work excluding frames but sqm 9.28 including stacking the serviceable material within 50 metres lead.

15.38 Dismantling expanded metal or I.R.C. fabrics with sqm 10.95 necessary battens and beading including stacking the serviceable material within 50 metres lead.

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15.39.1 Dismantling wooden boardings in lining of walls and sqm 9.15 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 11.69 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 13.82 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 41.31 walls,partition walls etc. including stacking within 50 metres lead:- thickness upto 40mm.

15.40.2 Dismantling precast concrete or stone slabs in sqm 61.84 walls,partition walls etc.including stacking within 50 metres lead:-Thickness above 40mm upto 75mm.

15.41 Dismantling cement asbestos,celotax or other hard board sqm 8.89 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 fittings metre 10.20 and clamps including stacking the material within 50 metres lead:-75 to 80mm dia pipe.

15.42.2 Dismantling C.I.or asbestos rain water pipe with fittings metre 10.54 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 fittings metre 10.87 and clamps including stacking the material within 50 metres lead:- 150mm dia pipe.

15.43.1 Dismantling including stacking of serviceable material and sqm 31.18 disposal of unserviceable material within 50 metres lead:-water bound macadam road.

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15.43.2 Dismantling including stacking of serviceable material and sqm 60.16 disposal of unserviceable material within 50 metres lead: -Bituminous road.

15.44.1 Dismantling G.I.pipes (external work) including metre 22.48 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 26.44 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 refilling metre 56.69 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 refilling metre 76.56 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 refilling metre 100.97 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 metre lead:-above 300mm diametre.

15.46.1 Dismantling steel cylinder R.C. pipes including metre 100.97 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 excavation metre 247.94 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.

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15.47.1 Dismantling asbestos cement pressure pipes including metre 44.43 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 53.78 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 of each 101.12 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 of each 59.68 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 excavating each 671.59 the cement concrete pit completely,taking out the shaft,refilling the excavated gap,stacking the useful materials near the site and disposal of unserviceable

15.51 Dismantling of road gully chamber of various sizes each 134.87 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 146.06 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 51.88 useful materials within a lead of 50 metres:-upto 150mm

15.53.2 Dismantling of C.I.sluice valve including stacking of each 176.90 useful materils within 50 metres lead:-above 150mm

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15.54 Dismantling of spindle fire hydrant including stacking of each 104.92 useful materials within 50 metres lead.

15.55.1 Dismantling of cement concrete platform alongwith curtain each 149.69 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

15.55.2 Dismantling of cement concrete platform alongwith curtain each 229.93 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

15.55.3 Dismantling of cement concrete platform alongwith curtain each 325.12 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

15.56 Dismantling old plaster or skirting raking out joints and sqm 7.43 cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

15.57 Dismantling aluminium/gypsum partitions,doors,windows sqm 8.90 ,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 concrete sqm 200.77 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 designation sqm 376.16 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 fine sand).

16.3 Providing and fixing precast reinforced cement concrete each 608.12 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.

16.4A.1 Providing and fixing stone slab table rubbed and polished sqm 1469.98 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 polished sqm 2620.59 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. -Granite Stone of approved shade.

16.4B Providing and fixing both side polished cuddapah slab sqm 467.90 25mm thick for urinal partition including, fixing with c.c. 1:2:4, rubbing and polishing etc. complete.

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16.14.1 Providing and fixing aluminium strip edging to staircase metre 160.17 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 staircase metre 124.83 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 protection metre 16.90 with bricks of class designation 35 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

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 rigid sqm 1753.00 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 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

16.26 Providing and fixing 30mm thick factory made PVC rigid sqm 2181.15 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 Puducherry Page 228


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 equivalen)

16.28 Providing and fixing prelaminated PVC rigid foam sheet sqm 820.90 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 look

16.30 Providing and fixing of 25mm dia. PVC pipe of 1.5mm metre 17.12 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 14.35 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 10.26 way, 3 way and 4 way with required screws etc. complete.

16.33 Providing and fixing of PVC deep junction box 1 way, 2 each 9.14 way, 3 way and 4 way with required screws etc. complete.

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16.34 19mm dia. Providing and fixing of pvc bend of mercury or equivalent each 6.34 25mm dia.

16.35 Providing and fixing of PVC bend of mercury or equivalent each 4.66 19mm dia.

16.38 Providing and fixing gi pipe handrail with 40mm GI pipe metre 639.72 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

16.38A Supply, delivery and fixing of GI handrail consisting of metre 882.60 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.

16.39 Providing and fixing polished cuddapah slab 25 mm thick sqm 232.90 including fixing with cement mortar 1:3 rubbing and polishing etc. complete.

16.58 Providing, supplying and fixing of netlon mesh on the sqm 280.53 existing aluminium windows/ventilaors by using 25mm width anodized aluminium strip. the rate includes all

16.59 Providing and fixing of M.S rungs of 25cm wide of required each 143.32 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 372.20 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

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16.63 Providing wall black board with cement mortor 1:3 (1 sqm 234.79 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 made sqm 1093.68 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 629.69 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 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 277.03 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

16.67 Providing and fixing hand rail of size 150 x 60 mm first metre 278.78 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

16.69 Providing and fixing hand rail of size 150 x 60 mm first metre 114.57 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 Puducherry Page 231


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 356.86 wooden plugs or 6mm bar nibs. - RCC 1:2:4 (one cement, two sand and four graded stone aggregate of 20mm nominal

16.82 Supplying at site R.C.C standard struts 2m long - RCC each 286.73 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 65.08 barbed wire fencing.

16.84 1.2 m high fencing with 1.8 m R.C.C posts of standard metre 53.11 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 posts metre 54.76 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 posts metre 69.99 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 Puducherry Page 232


seperately) - with G.I. barbed wire.

16.87 Supplying at site angle iron post & stut of required size kg 47.83 including bottom to be split and bend at right angle in 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 posts metre 14.16 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 253.31 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 to sqm 58.81 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 263.70 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 551.24 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 strength not less than 265kg/sq.cm laid over a bed of 50mm Puducherry Page 233


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 4886.44 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 / Texmo / each 3405.61 Sharp 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.

16.95 Supplying fixing and commissioning of Suguna / Texmo / each 4393.07 Sharp 1 HP 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 / Texmo / each 10132.65 Sharp 2 HP monoblock pumpset slow speed single phase

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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 existing sqm 876.37 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

16.98 Providing and fixing 20mm, thick PVC shutter for doors, sqm 2160.07 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 40x 48mm, having a maximum wall thickness of 2.80mm +/- 0.30mm. 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 214.77 blue - gum posts or casurina posts or best quality bamboo posts of 4m over all length (3.0m heigth + 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 188.49 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 420.78 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 420.78 etc, and removal of form for foundations, footings, bases of columns etc.

17.2.3 Centering and shutteing including strutting, propping etc. sqm 463.86 and removal of form for walls (any thickness) including attached pillastering , buttresses,plinth and stringcourses

17.2.4 Centering and shuttering including strutting , propping sqm 420.78 etc. and removal of form for lintels, beams , girders , bracers , brussummers and cantilevers etc.

17.2.5 Centering and shuttering including strutting , propping sqm 506.96 etc. and removal of form for columns, pillars, piers, abutment, posts and struts.

17.2.6 Centering and shuttering including strutting, propping sqm 463.86 etc. and removal of form for vertical and horizontal firms individually or forming box louers bund, fascias and lares

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19 . Sanitary Installations Code Description Unit Rate

19.1.1 Providing and fixing white vitreous china water closet each 2391.25 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 2525.90 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 2678.03 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

19.2.3 Providing and fixing white vitreous china pedestal type each 2711.69 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 black solid

19.3.2 Providing and fixing white vitreous china pedestal type each 8622.29 water closet (European type) with seat and lid, with C.P. brass hinges and rubber buffers, 10 litre low level flushing Puducherry Page 237


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 8655.95 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 wall each 2028.81 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 wall each 3079.97 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 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 wall each 3980.73 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 Puducherry Page 238


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 wall each 5324.82 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 half each 3536.52 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.

19.5.2 Providing and fixing white vitreous china flat black or half each 5642.94 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 two half stall urinals with 7.5 litre

19.5.3 Providing and fixing white vitreous china flat black or half each 7398.68 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

19.5.4 Providing and fixing white vitreous china flat black or half No 8899.63 stall urinal of 580 x 380 x 350 mm with automatic flushing Puducherry Page 239


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 2825.89 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

19.7.1 Providing and fixing white vitreous china wash basin each 2338.10 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 pair of 15mm C.P.brass pillar taps.

19.7.2 Providing and fixing white vitreous china wash basin each 2157.55 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 1351.76 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 1171.22 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 pillar tap.

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19.7.10 Providing and fixing white vitreous china wash basin each 2002.59 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 1709.83 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.

19.8.2 Add for providing 32mm dia C.P. brass trap. each 101.27

19.8.3 Add for providing 32mm dia C.P. brass union. each 67.61

19.9 Providing and fixing white vitreous china pedestal for each 930.79 wash basin complete recessed at the back for the reception of pipes and fittings.

19.10.2 Provided and fixing kitchen sink with C.I. brackets, C.P. each 1906.98 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.1.1 Providing and fixing stainless steel kitchen sink as per IS each 2395.52 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 178 mm.

19.10A.1.2 Providing and fixing stainless steel kitchen sink as per IS each 1722.25 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 160mm.

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19.10A.1.3 Providing and fixing stainless steel kitchen sink as per IS each 2283.31 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 178mm.

19.10A.2.1 Providing and fixing stainless steel kitchen sink as per IS each 1552.69 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.



19.11.1 Providing and fixing white vitreous china laboratory sink each 1710.61 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 450x300x150mm.

19.11.2 Providing and fixing white vitreous china laboratory sink each 2383.87 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 600x450x200mm.

19.12B.1 Providing and fixing draining board with C.I./M.S. each 668.17 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 584.01 brackets including painting of brackets, cutting and Puducherry Page 242


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 888.15 squatting pan (Indian type) - Long pattern W.C. pan of size 580mm.

19.14.2 Providing and fixing white vitreous china water closet each 1022.81 squatting pan (Indian type) - Orissa pattern W.C. pan of size 580 x 440mm

19.14A.1 Extra for using coloured W.C. pan instead of white W.C. each 426.40 pan orissa pattern W.C. pan 580 x 440 mm.

19.15 Providing and fixing white vitreous china pedestal type each 1078.91 (european type/wash down type) water closet pan.

19.15A Extra for using coloured pedestal type W.C. pan (european each 2390.09 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 95.31 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 100.92 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 6926.98 china flushing cistern of approved make with fittings such as lead valve less syphon etc. and C.P. brass handle

19.17A Providing and fixing 10 litre low level P.V.C. cistern of each 824.89 approved make with fittings complete.

19.20A.1 Providing and fixing controlled flush, low level cistern each 737.13 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 927.89 made of high density polyetylene / polypropylene, with all

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fittings complete - 10 litre (full flush) capacity - coloured.

19.20A.3 Providing and fixing controlled flush, low level cistern each 804.46 made of high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity - white.

19.20A.4 Providing and fixing controlled flush, low level cistern each 1174.75 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 5524.49 made of vitreous china with all fittings complete - 10 litre (full flush) capacity - white.

19.21A.2 Providing and fixing controlled flush, low level cistern each 7375.97 made of vitreous china with all fittings complete - 10 litre (full flush) capacity - coloured.

19.23.1 Providing and fixing solid plastic seat with lid for each 261.65 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 295.31 pedestal type W.C. pan with C.P. brass hinges, rubber buffers etc. complete - black solid plastic seat with lid.

19.23A Extra for providing coloured other than black solid PVC each 145.87 plastic seat and cover in European type W.C. pan, instead of white plastic seat and cover.

19.27 Providing and fixing white glazed fire clay stall urinal of each 3196.68 standard size.

19.28 Providing and fixing white vitreous china squatting plate each 1232.99 urinal with intergal rim logitudinal flush pipe.

19.29.1 Providing and fixing white vitreous china wash basin each 1639.79 including making all connections but excluding the cost of fittings - Flat back wash basin of size 630 x 450mm.

19.29.2 Providing and fixing white vitreous china wash basin each 653.45 including making all connections but excluding the cost of fittings - Flat back wash basin of size 550 x 400mm.

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19.29.3 Providing and fixing white vitreous china wash basin each 1416.48 including making all connections but excluding the cost of fittings - Angle back wash basin of size 600 x 480mm.

19.29.4 Providing and fixing white vitreous china wash basin each 799.32 including making all connections but excluding the cost of fittings - Angle back wash basin of size 400 x 400mm.

19.29.5 Providing and fixing white vitreous china wash basin each 631.01 including making all connections but excluding the cost of fittings - Flate back wash basin of size 450 x 300mm.

19.29.6 Providing and fixing white vitreous china wash basin each 1079.85 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 1515.32 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 sink each 1066.48 including making all connections excluding cost of fittings - Size 450 x 300 x 150mm.

19.31.2 Providing and fixing white vitreous china laboratory sink each 1739.75 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 78.52 basin - 32 mm dia.

19.34.2 Providing and fixing c.p. brass waste for sink or wash each 100.96 basin - 40 mm dia.

19.34A.1.1 Providing and fixing P.V.C. waste pipe for sink or wash each 35.88 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 wash each 39.24 basin including P.V.C. waste fittings complete - Semi rigid pipe - 40mm dia.

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19.34A.2.1 Providing and fixing P.V.C. waste pipe for sink or wash each 39.24 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 wash each 39.24 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 mm each 73.64 dia brass union.

19.35.2 Providing and laying c.i. double socket collars (heavy each 73.64 class) - 100mm C.I. collar.

19.36.1 Providing and fixing C.P. brass trap for wash basins and each 117.79 sinks - 32 mm dia.

19.36.2 Providing and fixing C.P. brass trap for wash basins and each 190.73 sinks - 40 mm dia.

19.38 Providing and fixing 100 mm sand cast iron grating for each 15.82 gully, floor or Nahani trap.

19.38A.1 Providing and fixing stainless steel jali (grating) with or each 24.80 without hole for waste pipe for floor/Nahani trap - 75mm dia weight not less than 70 gms.

19.38A.2 Providing and fixing stainless steel jali (grating) with or each 27.04 without hole for waste pipe for floor/Nahani trap - 100 mm dia weight not less than 100 gms.

19.38B.1 Providing and fixing plastic moulded jali of required each 49.48 colour and shade for floor/Nahani trap - Circular type.

19.38B.2 Providing and fixing plastic moulded jali of required each 55.10 colour and shade for floor/Nahani trap - Rectangular with openable circular lid.

19.40 Providing and fixing in position 32mm diameter G.I. flush each 358.86 pipe for high level flushing cistern complete including cutting and making good the walls and floors.

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19.41 Providing and fixing in position 25 mm diameter mosquito each 35.67 proof coupling of approved municipal design.

19.42 Providing and fixing 600 x 450 mm bevelled edge mirror of each 605.20 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 with each 460.64 plastic moulded frame of approved make and shape with 6 mm thick hard board - Backing circular shape 450 mm dia.

19.42A.2 Providing and fixing mirror of required shape and size with each 478.46 plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 453 x

19.42A.3 Providing and fixing mirror of required shape and size with each 510.46 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 with each 1044.76 plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 1500 x

19.43 Providing and fixing 600 x 120 x 5 mm glass shelf with each 188.23 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 189.41 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 123.36

19.45.2 Providing and fixing toilet paper holder - Vitreous china. each 183.52

19.47.1 Providing and fixing on wall/column face unplasticised - metre 197.68 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 diameter

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19.47.1A Providing and fixing on wall face/column face each 205.64 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

19.47.1B Providing and fixing on wall face/column face each 188.80 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 - Single tee without door - 110x110x110 mm.

19.47.1C Providing and fixing on wall face/column face each 120.41 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

19.47.1D Providing and fixing on wall face/column face each 121.53 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

19.47.1E Providing and fixing on wall face/column face each 90.11 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

19.47.2 Providing and fixing on wall/column face unplasticised - metre 114.62 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 diameter.

19.47.2A Providing and fixing on wall face/column face each 130.85 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

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19.47.2B Providing and fixing on wall face/column face each 117.38 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

19.47.2C Providing and fixing on wall face/column face each 80.68 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

19.47.2D Providing and fixing on wall face/column face each 73.95 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

19.47.2E Providing and fixing on wall face/column face each 62.73 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

19.48.1.1 Providing and fixing soil, waste and vent pipes - 100mm metre 255.01 dia - Sand cast iron S&S pipe.

19.48.1.1B Providing and fixing PVC waste and vent pipe including metre 93.60 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

19.48.1.1C Providing and fixing PVC waste and vent pipe including metre 248.66 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

19.48.2.1 Providing and fixing soil, waste and vent pipes - 75mm metre 218.94 diameter - Sand cast iron S&S pipe.

19.48.3.1 Providing and fixing soil, waste and vent pipes - 50mm dia metre 147.83 - Sand cast iron S&S pipe.

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19.48A.1 Providing and filling the joints with spun yarn cement joints 19.21 slurry and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 50 mm dia. pipe.

19.48A.2 Providing and filling the joints with spunyarn cement each 27.04 slurry and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 75 mm dia. pipe.

19.48A.3 Providing and filling the joints with spunyarn cement each 31.85 slurry and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes - 100 mm dia. pipe.

19.49.1 providing and fixing m.s. holder-bat clamps of approved No 71.47 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 87.35 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 107.54 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 approved each 63.23 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 75 mm dia pipe.

19.49.3 Providing and fixing M.S. holder-bat clamps of approved each 62.39 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

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making good the walls etc - for 50 mm dia pipe.

19.50.1.1 Providing and fixing bend of required degree with access each 146.22 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 access each 125.25 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 access each 99.12 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 104.70 mm - sand cast iron S&S.

19.51.2.1 Providing and fixing plain bend of required degree - sand each 79.24 cast iron S&S - 75 mm dia.

19.51.3.1 Providing and fixing plain bend of required degree - 50 mm each 68.83 - sand cast iron S&S.

19.52.1.1 Providing and fixing heel rest sanitary bend - 100 mm - each 127.14 sand cast iron S&S.

19.52.2.1 Providing and fixing heel rest sanitary bend - 75 mm - sand each 103.94 cast iron s&s.

19.52.3.1 Providing and fixing heel rest sanitary bend - 50 mm - sand each 84.54 cast iron s&s.

19.53.1.1 Providing and fixing double equal junction of required each 275.11 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 215.02 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 x 75 mm -

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19.53.3.1 Providing and fixing double equal junction of required each 183.28 degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 50 x 50 x 50 x 50 mm - sand

19.54.1.1 Providing and fixing double equal plain junction of each 228.13 required degree - 100 x 100 x 100 x 100 mm - sand cast iron

19.54.2.1 Providing and fixing double equal plain junction of each 174.63 required degree - 75 x 75 x 75 x 75 mm - Sand cast iron

19.54.3.1 Providing and fixing double equal plain junction of each 133.91 required degree - 50 x 50 x 50 x 50 mm - Sand cast iron

19.55.1.1 Providing and fixing single equal plain junction of each 202.32 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 158.91 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 123.32 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 172.02 required degree - 100 x 100 x 100 mm - sand cast iron s&s.

19.56.2.1 Providing and fixing single equal plain junction of each 112.91 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 94.64 required degree - 50 x 50 x 50 mm sand cast iron s&s.

19.57.1.1 Providing and fixing double unequal junction of required each 247.21 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.

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19.57.2.1 Providing and fixing double unequal junction of required each 224.77 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 required each 186.97 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 166.42 required degree - 100 x 100 x 75 x 75 mm - sand cast iron

19.58.2.1 Providing and fixing double unequal plain junction of each 166.42 required degree - 100 x 100 x 50 x 50 mm - sand cast iron

19.58.3.1 providing and fixing double unequal plain junction of No 135.35 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 223.64 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 75 mm - sand

19.59.2.1 Providing and fixing single unequal junction of required each 213.54 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 mm - sand

19.59.3.1 Providing and fixing single unequal junction of required each 164.53 degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 75x75x50mm - sand cast

19.60.1.1 Providing and fixing single unequal plain junction of each 166.42 required degree - 100 x 100 x 75 mm - sand cast iron s&s

19.60.2.1 Providing and fixing single unequal plain junction of each 166.42 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 124.13 required degree - 75 x 75 x 50 mm - sand cast iron s&s.

19.61.1.1 Providing and fixing double equal plain invert branch of each 222.52 required degree - 100 x 100 x 100 x 100 mm - sand cast iron s&s.

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19.62.1.1 Providing and fixing single equal plain invert branch of each 194.47 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 140.97 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 111.46 required degree - 50 x 50 x 50 mm - sand cast iron s&s.

19.63.1.1 Providing and fixing double unequal invert branch of each 244.97 required degree - 100 x 100 x 75 x 75 mm - sand cast iron

19.63.2.1 Providing and fixing double unequal invert branch of each 244.97 required degree - 100 x 100 x 50 x 50 mm - sand cast iron

19.63.3.1 Providing and fixing double unequal invert branch of each 208.29 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 of each 172.02 required degree - 100 x 100 x 75 mm - sand cast iron s&s.



19.66.1.1 Providing and fixing door piece, insertion rubber washer 3 each 174.28 mm thick, bolts and nuts complete - 100 mm - Sand cast

19.66.2.1 Providing and fixing door piece, insertion rubber washer 3 each 142.09 mm thick, bolts and nuts complete - 75 mm - sand cast iron

19.66.3.1 Providing and fixing door piece, insertion rubber washer 3 each 115.96 mm thick, bolts and nuts complete - 50 mm - sand cast iron

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19.67.1.1 Providing and fixing terminal guard - 100 mm - sand cast each 104.70 iron S&S.

19.67.1.1A Providing and fixing PVC 110 mm dia terminal guard - No 39.62 Vent cowl.

19.67.1.1B Providing and fixing PVC terminal guard (vent cowl) with each 51.09 necessary lubricant and slip ring, fixing complete-140mm.


19.67.2.1A Providing and fixing PVC terminal guard (vent cowl) with each 32.29 necessary lubricant and slip ring fixing complete - 75mm


19.68.1.1 Providing and fixing collar - 100 mm - sand cast iron S&S. each 71.03

19.68.1.1A Providing and fixing PVC reducing socket with necessary each 76.33 lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 110x75mm.



19.68.3.1A Providing and fixing PVC reducing socket with necessary each 34.95 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 196.73 iron/centrifugally cast (spun) iron pipes and fittings of

19.70.2 Providing lead caulked joints to sand cast each 171.04 iron/centrifugally cast (spun) iron pipes and fittings of

19.70.3 Providing lead caulked joints to sand cast each 142.19 iron/centrifugally cast (spun) iron pipes of diameter 50 mm.

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19.71.1 Providing and fixing M.S. stays and clamps for sand cast each 31.76 iron/centrifugally cast (spun) iron pipes of diameter - 100



19.72.1 Providing and fixing sand cast iron trap of self cleansing each 371.42 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 or each 318.48 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 149.58 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 106.86 diameter sand cast iron/centrifugally cast (spun) iron pipes

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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) - 75 mm dia.

19.92.3 Cutting chases in brick masonary walls for following each 67.69 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 248.78 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 163.87 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 necessary.

19.96.1 Painting sand cast iron/centrifugally cast (spun) iron soil, metre 12.07 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 soil, metre 20.10 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 soil, metre 15.36 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 5.51 iron, soil, waste, vent pipes and fittings with paint of any colour such as chocolate grey or buff etc. - 50 mm diameter

19.97.2 Repainting sand cast iron/centrifugally cast iron (spun) metre 10.07 iron, soil, waste, vent pipes and fittings with paint of any Puducherry Page 257


colour such as chocolate grey or buff etc. - 100 mm diameter pipe.

19.97.3 Repainting sand cast iron/centrifugally cast iron (spun) metre 7.54 iron, soil, waste, vent pipes and fittings with paint of any colour such as chocolate grey or buff etc. - 75 mm diameter

19.97.4 Providing and laying (working pressure 6kg per sq.cm) Rmt 230.86 soil & waste pipes including jointing with solvent cement etc., complete. Using 110mm dia pipe.

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20 . Water Supply Code Description Unit Rate

20.2.1.1 Providing and fixing G.I. pipes complete with G.I. fittings metre 124.11 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. fittings metre 161.17 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 fittings metre 58.21 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. fittings metre 218.17 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 fittings metre 73.76 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. fittings metre 267.70 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. fittings metre 322.12 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 G.I. metre 408.67 fittings and clamps, including cutting and making good the walls etc. (internal work) - 50mm nominal bore. (5.17

20.2.2.1 Providing and fixing G.I. pipes complete with G.I. fittings metre 163.25 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 - 15 mm nominal bore (1.22 kg/m).

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20.2.2.2 Providing and fixing G.I. pipes complete with G.I. fittings metre 197.98 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 bore.

20.3.1 Providing and fixing G.I. pipe complete with G.I. fittings metre 108.85 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. fittings metre 139.65 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 fittings metre 190.18 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. fittings metre 229.82 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. fittings metre 271.51 including trenching and refilling etc. (external work) - 40mm nominal bore.





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20.3.10 Providing and fixing G.I. pipes complete with G.I. fittings metre 1367.49 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 189.91 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 443.83 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 1029.43 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 including each 143.24 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 25mm each 1237.30 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 143.56 15 mm nominal bore.



20.8.1 Providing and fixing brass stop cock of approved quality - each 132.34 15 mm nominal bore.


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20.9.1 Providing and fixing brass gate valve with C.I. wheel of each 173.86 approved quality (screwed end) - 15mm nominal bore.






20.9.7 Providing and fixing brass gate valve with C.I. wheel of each 1101.77 approved quality (screwed end) - 65 mm nominal bore.

20.9.8 Providing and fixing brass gate valve with C.I. wheel of each 1631.06 approved quality (screwed end) 80 mm nominal bore.

20.10.3.1 Providing and fixing ball valve (brass) of approved quality each 164.10 complete - high or low pressure with plastic floats - 15 mm nominal bore.

20.10.3.2 Providing and fixing ball valve (brass) of approved quality each 265.39 complete - high or low pressure with plastic floats - 20 mm nominal bore.

20.10.3.3 Providing and fixing ball valve (brass) of approved quality each 299.31 complete - high or low pressure with plastic floats - 25mm nominal bore.

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20.11.1.1 Providing and fixing gun metal non-return valve of each 305.56 approved quality (screwed end) - 25 mm nominal bore -














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20.12.1 Providing and fixing brass ferrule C.I. mouth cover each 145.52 including boring and tapping the main - 15 mm nominal



20.13.1.1 Providing and fixing unplasticised PVC connection pipe each 58.39 with brass unions - 30cm length - 15mm nominal bore.

20.13.1.2 Providing and fixing unplasticised PVC connection pipe each 69.61 with brass unions - 30 cm length - 20 mm nominal bore.

20.13.2.1 Providing and fixing unplasticised PVC connection pipe each 87.87 with brass unions - 45 cm length - 15 mm nominal bore.

20.14.1 Providing and fixing C.P. brass shower rose with 15 or 20 each 512.42 mm inlet - 100 mm diameter.

20.14.2 Providing and fixing C.P. brass shower rose with 15 or 20 each 626.07 mm inlet - 150 mm diameter.

20.19 Laying in position centrifugally cast (spun) / Ductile Iron quintal 53.09 S&S or flanged pipes.

20.20 Laying in position S&S or flanged C.I. / D.I. specials such quintal 99.27 as tees, bends, collars, tapers and caps etc.

20.21 Providing and laying S&S centrifugally cast iron pipes quintal 4317.10 (class LA).

20.24.1 Providing and laying S&S standard specials such as tees, qtl 4363.27 bends, collors, tapers, caps etc. (Heavy class) upto 300 mm

20.24.2 Providing and laying S&S standard specials such as tees, quintal 4587.69 bends, collors, tapers, caps etc. (Heavy class) over 300 mm

20.25.1 Providing and laying flanged C.I. standard specials such quintal 4699.90 as tees, bends, collars, tapers, caps etc. (Heavy class) - upto 300 mm dia. Puducherry Page 264


20.25.2 Providing and laying flanged C.I. standard specials such quintal 5036.54 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 4475.48 (Heavy class) - upto 300 mm dia.

20.26A.2 Providing and laying S&S C.I. non standard specials quintal 4699.90 (heavy class) - over 300 mm dia.

20.26B.1 Providing and laying flanged C.I. non standard specials quintal 4868.22 (heavy class) - upto 300 mm dia.

20.26B.2 Providing and laying flanged C.I. non standard specials quintal 5204.85 (Heavy class) - over 300 mm dia.

20.45.1 Providing lead caulked joint to spun iron or C.I. pipes and Joints 75.05 specials including testing of the joints but excluding the cost of pig lead - 80 mm diameter pipe.






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20.46 Supplying pig lead at site of work. qtl. 14026.38

20.47.1 Providing flanged joints to double flanged C.I. pipes and each 192.41 specials including testing of joints - 80mm diameter pipe.

20.47.2 Providing flanged joints to double flanged C.I. pipes and each 357.29 specials including testing of joints - 100mm diameter






20.48.1.1 Providing and fixing C.I. sluice valves (with cap) complete each 2604.99 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) complete each 3676.04 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) complete each 5716.88 with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 150mm diameter -

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class I. Providing and fixing C.I. sluice valve (with cap) complete each 7908.74 20.48.5.1 Providing and fixing C.I. sluice valve (with cap) complete each 7908.74 with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 200mm diameter -


20.48.7.1 Providing and fixing C.I. sluice valve (with cap) complete each 13459.58 with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 300mm diameter -

20.50.2 Constructing masonry Chamber 30 x 30 x 50 cm, inside each 554.08 with 35 class designation brick work in cement 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 3457.81 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 inside each 5937.51 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

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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 8263.88 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 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 3405.09 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 with each 3300.60 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 5.03 ready mixed priming coat, both of approved quality for new

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work - 15mm diameter pipe.

20.76.2 Painting G.I. pipes and fittings with white paint over a metre 5.94 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 7.82 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 2.59 approved quality - 15 mm diameter pipe.

20.77.2 Repainting G.I.pipes and fittings with white paint of metre 3.02 approved quality - 20 mm diameter pipe





20.78.1 Painting G.I. pipes and fittings with two coats of metre 2.94 anti-corrosive bitumastic paint of approved quality - 15


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20.78.4 Painting G.I. pipes and fittings with two coats of metre 5.25 anti-corrosive bitumastic paint of approved quality -





20.79.1 Providing and filling sand of grading zone V or coarser metre 35.28 grade alround the G.I. pipes in external work - 15 mm



20.79.4 Providing and filling sand of grading zone V or coarser metre 37.67 grade alround the G.I. pipes in external work - 32mm





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20.83.1 Boring with 100 mm diameter casing pipe for hand metre 157.15 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

20.83.2 Boring with 100 mm diameter casing pipe for hand metre 187.04 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 -

20.83.3 Boring with 100 mm diameter casing pipe for hand metre 218.40 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 -

20.84 Providing and placing in position filter of 40 mm diameter metre 299.05 G.I. pipe with brass strainer of approved quality.

20.85 Providing and fixing to filter and lowering to proper level metre 263.24 40 mm G.I. pipe for tubewell including cleaning and priming the tubewell.

20.86 Providing and placing in position hand pump of approved each 841.21 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 76.97 cutting and threading the pipe and making long screws etc. complete (new work). 15mm nominal bore.




20.87.5 Providing and fixing G.I union in G.I pipe including each 179.42 cutting and threading the pipe and making long screws etc. Puducherry Page 271


complete (new work). 40mm nominal bore.




20.89 Providing and placing on terrace (at all floor levels) litre 5.81 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

20.90 Providing and fixing C.P brass bib cock of approved each 181.09 quality conforming to IS:8931 - 15 mm nominal bore.

20.91 Providing and fixing C.P. brass long nose bib cock of each 253.60 approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore.

20.92 Providing and fixing C.P. brass long body bib cock of each 295.90 approved quality conforming to IS standards and weighing not less than 690 gms - 15 mm nominal bore.

20.93 Providing and fixing C.P brass stop cock (consealed) of each 265.26 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 mixer each 180.82 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 885.43 pillar tap of approved quality and make, weighing not less than 1.970 kg - 15 mm nominal bore of standard back type.

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20.101.1 Providing and fixing C.I. double acting air valve of each 3004.87 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 116.33 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.

21.1.2 Providing laying and jointing glazed stoneware pipes metre 192.37 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.




21.1A.1 Providing laying and jointing glazed stoneware pipes metre 119.49 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.



21.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 294.19 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design - 100 mm diameter. Puducherry Page 274


21.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 359.79 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 : 5 metre 419.42 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 : 5 metre 139.82 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 diameter.



21.3.4 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 292.20 coarse sand : 10 graded stone aggregate 40mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 230 mm diameter.

21.3.5 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 310.09 coarse sand : 10 graded stone aggregate 40 mm nominal

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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 grade each 832.33 `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




21.5.1 Dismantling of old S.W. pipes including breaking of joints metre 12.00 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



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21.5.4 Dismantling of old S.W. pipes including breaking of joints metre 14.42 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 joints metre 15.63 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 duty) metre 169.58 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


21.6.3 Providing and laying non-pressure NP2 class (light duty) metre 282.88 R.C.C. pipes with collars jointed with stiff mixture of

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cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 250 mm dia. 21.6.4 Providing and laying non-pressure NP2 class (light duty) metre 620.78 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 - 300 mm



21.11.1.2 Constructing brick masonry manhole with 35 class each 4470.63 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 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 4860.74 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 -

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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 7967.06 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 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 9133.81 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 2578.28 bricks of class designation 35.

21.12.2.2 Extra for depth for manholes - size 120 x 90 cm - with metre 3088.69 bricks of class designation 35.

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21.17.1 Providing M.S. foot rests including fixing in manholes each 141.33 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

21.17.2 Providing M.S. foot rests including fixing in manholes each 117.09 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

21.18.1 Replacement of M.S. foot rest in manhole including each 161.25 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 size ) with 20 x 20 mm square bar.

21.18.2 Replacement of M.S foot rests in manhole including each 141.06 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 manholes No 390.09 - 455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

21.19.2 supplying and fixing C.I. cover without frame for manholes No 986.18 - 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

21.19.3 Supplying and fixing C.I. cover without frame for manholes .No 1437.95 - 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg

21.19A.1.1 Providing and fixing in position precast R.C.C manhole each 788.50 cover and frame of reqired shape and approved quality - LD - 2.5 - rectangular shape 600 x 450 mm internal

21.19A.1.2 Providing and fixing in position precast R.C.C manhole each 674.12 cover and frame of reqired shape and approved quality - LD - 2.5 - square shape 450 mm internal dimensions

21.19A.1.3 Providing and fixing in position precast R.C.C manhole each 618.02 cover and frame of reqired shape and approved quality - LD

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- 2.5 - circular shape 450 mm internal diameter.

21.19A.2.1 Providing and fixing in position precast R.C.C manhole each 765.90 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 manhole each 733.67 cover and frame of reqired shape and approved quality - MD - 10 - circular shape 500 mm internal diamter

21.19A.3.1 Providing and fixing in position precast R.C.C manhole each 1003.24 cover and frame of reqired shape and approved quality - HD - 20 - circular shape 560 mm internal diameter. dimensions.

21.19A.4.1 Providing and fixing in position precast R.C.C manhole each 2540.53 cover and frame of reqired shape and approved quality - EHD - 35 - circular shape 560 mm internal dia.

21.20 supplying and fixing C.I. cover 300 x 300 mm without No 259.84 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 165.89 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.

21.21.2 Making connection of drain or sewer line with existing each 204.08 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 250 to 300 mm diameter.

21.21.3 Making connection of drain or sewer line with existing each 299.32 manhole including breaking into and making good the Puducherry Page 281


walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 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 350 to 450 mm diameter.

21.22.1 Providing sand cast iron drop connection externally for 60 each 2960.46 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 60 each 4412.73 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 947.03 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 1320.22 connection complete. - for 150 mm dia sand cast iron drop connection.

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21.24.1 Dismantling of manhole including R.C.C.top slab, C.I. each 352.14 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 90 x 80 cm and 45 cm deep.

21.24.2 Dismantling of manhole including R.C.C.top slab, each 615.30 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 slab,C.I.cover each 1149.52 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 893.03 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 277.77 manhole 90 x 80 cm and 45cm deep

21.25.2 Extra for depth of manholes dismantled - rectangular metre 330.69 manhole 120 x 90 cm and 90 cm deep.

21.25.3 Extra for depth of manholes dismantled - rectangular arch meter 267.70 type manhole 140 x 90 cm and 2.45 m deep. (upto 4.25 m

21.26A Providing R.C.C.spun vent shaft with cowl 140 mm and each 8293.06 200 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), 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.

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cement concrete pipe of required length complete as per standard design.

21.27.2 Constructing brick masonry road gully chamber each 2222.81 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 2338.85 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 4263.57 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 2327.86 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

21.33.2.2 Constructing brick masonry chamber for underground each 2787.79 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

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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 3247.31 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 chamber - metre 1732.18 for 455x610 mm size with bricks of class designation 35.

21.34.2.2 Extra for depth beyond 45 cm or brick masonry chamber - metre 1889.89 for 500x700 mm size with bricks of class designation 35.

21.34.3.2 Extra for depth beyond 45 cm or brick masonry chamber - metre 2201.11 for 600 x 850 mm size with bricks of class designation 35.

21.35.1.2 Constructing brick masonry open surface drain with bricks metre 287.86 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 class metre 304.99 designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete Puducherry Page 285


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 class metre 415.93 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.

21.39.2 Making soak pit 2.5m diameter 3.0 metre deep with each 8701.09 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

21.40 Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brick each 931.19 bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

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22 . Miscellaneous Code Description Unit Rate

22.9.2 Cutting holes upto 30 x 30 cm in walls including making each 89.72 good the same with bricks of class designation 35.

22.10 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for each 85.55 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

22.15 Making chases upto 7.5x7.5 cm in walls including making metre 36.51 good after housing G.I. pipe etc.

22.20.1 Disinfecting C.I. water mains by flushing with water 100 mts 297.06 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 395.67 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 503.45 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 855.31 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

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from the disinfected main tested in the Public health laboratory: 200 mm diametre C.I. pipe.







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22.21.1 Extra for every operation of disinfecting the C.I. main by 100 mts 109.07 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 by 100 mts 134.49 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 by 100 mts 167.73 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.




22.21.7 Extra for every operation of disinfecting the C.I. main by 100 mts 440.50 flushing with water containing bleching powder at 0.5gms

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per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 300 mm diameter C.I. pipe.






22.22.1 Dismantling old C.I. pipes including excavation and metre 86.77 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.

22.22.2 Dismantling old C.I. pipes including excavation and metre 89.00 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 :

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100 mm diameter C.I. pipe.








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22.23.1 Labour for cutting C.I. pipe with steel saw:- 80mm diameter each 23.55 C.I. pipe.

22.23.2 Labour for cutting C.I. pipe with steel saw:- 100mm each 31.74 diameter C.I. pipe.







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22.24 Supplying and stacking of hard stone (for stone pitching) cum 617.16 22.5 cm thick at site.

22.25A Dry stone pitching 22.5 cm thick laid in courses and sqm 99.24 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 complete. (

22.26.1 75 mm thick back filling for pitching including supplying sqm 27.82 of required materials and consolidation etc. complete with moorum.

22.26.2 75 mm thick back filling for pitching including supplying sqm 66.28 of required materials and consolidation etc. complete with stone aggregate 20 mm nominal size.

22.26.3 75 mm thick back filling for pitching including supplying sqm 55.76 of required materials and consolidation etc. complete with stone aggregate 40 mm nominal size.

22.27.1.1 Drilling of borewells any where in Pondicherry including 1 metre 418.00 tranportation from one place in alluvial soil sedimentary strata of clay and sand stone, shale pebbles, boulders etc. by first taking a pilot of 140mm , 150mm / 200mm and then enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's rig fuel labour drilling benetonite mud and water required for drilling at the site shown by the Engineer-in-charge including contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. Drilling of 140/150/200mm pilot bore. Upto 60 mts. Depth ending below ground level

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22.27.1.2 Drilling of borewells any where in Pondicherry including 1 metre 452.00 tranportation from one place in alluvial soil or sedimentary strata of clay and sand stone, shale, pebbles, boulders etc. by first taking a pilot of 140mm , 150mm / 200mm and the enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's rig fuel labour drilling benetonite mud and water required for drilling at the site shown by the Engineer-in-charge including contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. Drilling of 140/150/200mm pilot bore. From 60mts and upto 90 mts depth ending from ground level

22.27.1.3 Drilling of borewells any where in Pondicherry including 1 metre 480.00 tranportation from one place in alluvial soil or sedimentary strata of clay and sand stone, shale, pebbles, boulders etc. by first taking a pilot of 140mm , 150mm / 200mm and the enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's rig fuel labour drilling benetonite mud and water required for drilling at the site shown by the Engineer-in-charge including contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. Drilling of 140/150/200mm pilot bore. From 90 mts and upto 120 mts depth ending from ground level

22.27.1.4 Drilling of borewells any where in Pondicherry including 1 metre 504.00 tranportation from one place in alluvial soil or sedimentary strata of clay and sand stone, shale, pebbles, boulders etc. by first taking a pilot of 140mm , 150mm / 200mm and the enlarging to required dia by direct or reverse rotary mud circulation method, using contractor's rig fuel labour drilling benetonite mud and water required for drilling at the site shown by the Engineer-in-charge including contruction of mud pit (water available within a lead of 1.5Km) using rotary rig. Drilling of 140/150/200mm pilot bore. From 120 mts and upto 150 mts depth ending from ground level

22.27.2.1 Reaming from 140/150 mm dia pilot bore to 300mm dia 1 metre 105.00 bore as directed by the Engineer-in-charge. Upto 60 mts depth ending below ground level

22.27.2.2 Reaming from 140/150 mm dia pilot bore to 300mm dia 1 metre 111.00 bore as directed by the Engineer-in-charge. From 60 mts and upto 90 mts depth ending from ground level

22.27.2.3 Reaming from 140/150 mm dia pilot bore to 300mm dia 1 metre 119.00 bore as directed by the Engineer-in-charge. From 90 mts Puducherry Page 294


and upto 120 mts depth ending from ground level

22.27.2.4 Reaming from 140/150 mm dia pilot bore to 300mm dia 1 metre 121.00 bore as directed by the Engineer-in-charge. From 120 mts and upto 150 mts depth ending from ground level

22.27.3.1 Reaming from 200 mm dia pilot bore to 350mm dia bore as 1 metre 118.00 directed by the Engineer-in-charge. Upto 60 mts depth ending below ground level

22.27.3.2 Reaming from 200 mm dia pilot bore to 350mm dia bore as 1 metre 125.00 directed by the Engineer-in-charge. From 60 mts and upto 90 mts depth ending below ground level



22.27.4.1 Reaming from 200 mm dia pilot bore to 400/450mm dia 1 metre 162.00 bore as directed by the Engineer-in-charge. Upto 60 mts depth ending below ground level

22.27.4.2 Reaming from 200 mm dia pilot bore to 400/450mm dia 1 metre 181.00 bore as directed by the Engineer-in-charge. From 60 mts and upto 90 mts depth ending below ground level



22.27.5 Charges for developing the borewells with air compressor 1 hour 616.00 of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor as directed by the Engineer-in-charge and conducting yield test by 'v' Notch Methods Puducherry Page 295


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23 . Pile Work Code Description Unit Rate

23.2.1A Boring,providing and installing bored cast - in - situ Rmt 483.98 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.

23.2.2A Boring,providing and installing bored cast - in - situ Rmt 1025.90 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) - 400mm dia

23.2.3A Boring,providing and installing bored cast - in - situ Rmt 1295.47 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 Puducherry Page 297


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

23.2.4A Boring,providing and installing bored cast - in - situ Rmt 2305.46 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 1597.82 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) - 500 mm dia.

23.3.1 Boring, providing and installing cast-in-situ single under metre 482.82 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

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be measured upto bottom of pile cap)- 300 mm dia piles.

23.3.2 Boring, providing and installing cast-in-situ single under metre 914.57 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 under metre 1178.64 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 under metre 1480.99 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 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 545.60 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

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23.8.1 Conducting standard penetration test as per IS 2131 - test 1542.91 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

23.8.2 Conducting standard penetration test as per IS 2131 - test 2134.82 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.- 10 to 20 metre.

23.8.3 Conducting standard penetration test as per IS 2131 - test 2552.81 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 doors, kg 296.70 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 doors, kg 311.02 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 layer sqm 537.98 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 lamination on one side and balancing lamination on other side. Puducherry Page 301


24.2.2 Providing and fixing 12 mm thick prelaminated three layer sqm 614.54 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

24.3.1 Providing and fixing glazing in aluminium door, window, sqm 562.36 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/

24.3.2 Providing and fixing glazing in aluminium door, window, sqm 699.14 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 spring each 1119.46 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.

24.5 Providing and fixing anodised aluminium work (with kg 377.92 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 dia. each 117.80 M.S. rods (upto 1200 mm length) fixed to roof slabs by

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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 complete.

24.7.1 Providing and fixing machine moulded anodised kg 299.54 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 292.01 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 210 mm wide anodised aluminium sheet 2.5 mm thick.

24.8 Providing and fixing Anodised Aluminium, miniumum kg 486.17 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

24.9 Providing and fixing Anodised Aluminium sections of AC kg 304.17 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 vertical sqm 300.00 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 294.95 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 thick).

25.4.2 Providing and placing in position suitable PVC water metre 270.31 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 thick).

25.4.3 Providing and placing in position suitable PVC water metre 510.21 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 of metre 340.59 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 engineer in charge.

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30 . Irrigation Code Description Unit Rate

30.1 Earth work in rough excavation and dressing up in cum 53.97 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). - by manual means

30.2 Earth work in rough excavation, banking excavated earth cum 88.37 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 203.50 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

30.4 Banking available earth in layers not exceeding 20cm in cum 35.18 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 30.76 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 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

30.7 Supply of Quary rubbish including stacking to department cum 236.30 gauge for premeasurement and spreading required Puducherry Page 305


thickness as directed by the Engineer-in-charge

30.8 Providing and fixing 110mm dia PVC pipe(4kg/cm2) in metre 149.03 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 19.41 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.,

30.10 Removing and repacking of rough stone for revetment etc., cum 305.24 complete

30.11 Supplying with gravel for apron and rivetment. cum 368.74

30.12 Providing and laying brick block of size cum 2290.88 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

30.13 Providing and laying brick block of size cum 2290.88 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

30.14 Dry stone pitching on slopes to required thickness and cum 1058.21 profile with hammer dressed granite stones having no side less than 15cum for revetment works, preparing surface etc., complete as directed by the Engineer-in-charge.

30.14L Cost of labour for stone pitching cum 441.04

30.15 Earth work in rough excavation over area not exceeding 30 sqm 9.24 cm 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 6 m in all kinds of soil.

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30.16 Demarcation of field boundaries to the tank site and hectare 830.36 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

30.17 Demarcation of field boundaries to the supply channels Rmt 7.74 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

30.18 Grouting the revetment not less than 15cm deep with sqm 143.35 cement concrete 1:5:10 (one cement , five sand , and ten graded stone aggregate of 12.50mm size) and pointing the same with cement mortar 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 215.45 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. Bedding layer after deducting 30% voids.Using 10mm to 50kg.

30.20 Collection and supply of stone boulders at Various MT 524.77 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 Puducherry Page 307


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 524.77 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. Toe after deducting 30% voids. Using 100kg to 300kg.

30.20B Collection and supply of stone boulders at Various MT 524.77 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 Puducherry Page 308


deducting 30% voids. Using 100kg to 300kg.

30.20C Collection and supply of stone boulders at Various MT 524.77 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. 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 93.00 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 184.22 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 465.00 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 774.67 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 1853.96 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 7665.90 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 46662.00 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 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

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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 3924.94 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 153.32 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 306.64 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 459.95 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 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 766.59 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 1710.94 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 Puducherry Page 311


clause no 202 of MOST specification. 2.4.2A Dismantling upto 1.5 metre in foundation and/or 1.5 metre cum 266.97 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 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 535.72 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 153.32 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 153.32 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 268.75 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 535.72 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 153.32 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 153.32 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 153.32 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 260.64 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 661.15 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 797.90 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 491.26 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 901.22 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 766.59 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 23.55 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 535.72 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 191.20 above ground level including t & p and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable material and stacking the Puducherry Page 314


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 214.65 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 45.11 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 13.18 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 54.11 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 64.88 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 91.99 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 Puducherry Page 315


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 12.29 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 24.78 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 16.54 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 12.34 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 9.83 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 27.65 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 16.45 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 1.38 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 39.51 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 51.45 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 77.90 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 234.93 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 295.82 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 428.79 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 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 658.47 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 51.63 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 1.71 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 26.51 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 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 10.26 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 32.86 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 22.24 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 Puducherry Page 318


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 99.17 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 104.48 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 108.73 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 Puducherry Page 319


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 22.10 15cm. As per clause no 302 of MOST specification.

3.4 Box cutting/trenching the sub grade to proper slope, sqm 0.53 camber and removing inequalities including removing the Puducherry Page 320


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 2.63 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 5.11 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 21.21 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 16.62 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 4.99 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 Puducherry Page 321


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 102.68 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 154.01 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 323.04 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 - 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 399.98 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 606.94 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 Puducherry Page 322


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 1044.47 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 64.73 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 95.54 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 82.18 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 123.27 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 258.54 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 Puducherry Page 323


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 320.12 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 485.77 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 835.95 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 673.45 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 6.23 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 1.55 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 851.45 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 13.37 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 26.16 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 7.80 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 12.66 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 76.76 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 76.69 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 95.73 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 35.68 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 24.88 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 2151.90 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 2527.17 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 3036.09 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 3088.89 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 4344.96 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 4004.00 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 42245.78 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 2285.18 metres below ground and above 1.50 from bed/ground

7.8 Extra for brick work in superstructure upto a height of 4 cum 87.55 metres or part thereof above 1.5 metre from bed/ground

7.9 Brick or edge flooring with 1st class bricks including sqm 245.17 cement slurry in cement sand mortar 1:4.

7.10 Coursed rubble stone masonry in cement sand mortar 1:3 in cum 2881.24 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 122.75 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 2646.94 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 122.75 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 53.14 and tile work.

7.15 Cement pointing 1:2 flush on brick on edge floor. sqm 51.19 7.16 Cement plaster 12mm thick in cement mortar 1:3 sqm 78.51 7.17 Laying reinforced cement concrete pipes NP-3 for culverts metre 4033.88 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 5174.33 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 2124.31 7.20 Dry boulder pitching in flooring. cum 1016.29 7.21A Providing and filling in foundation trenches and at the cum 716.09 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 573.88 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 1007.17 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 0.89 (bitumen 40 percent, asbestos 5 percent and sand 55%) 12mm wide.

7.23A Providing and fixing premoulded bitumen joint filler, for metre/c 3.58 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 6.07 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 4523.25 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 4258.69 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 2400.12 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 214.60 including fixing at site.

8.2A Reinforced cement concrete M-15 kilometre stone of each 1307.52 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 833.28 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 154.13 standard design fixed in position including fixing but excluding painting.

8.4 Reinforced cement concrete M-15 boundary pillars of each 564.98 standard design, fixed in position including finishing but excluding painting.

8.5 Painting two coats after filling the surface with synthetic sqm 36.21 enamel paint in all shades on new plastered concrete

8.6A Painting new letters and figures of any shade with synthic Per 0.89 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 0.63 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 73.45 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 77.05 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 479.10 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 256.10 synethticenamel paint - Ordinary kilometre stone.

8.9C Painting and printing letters on kilometre stones with each 18.20 synethticenamel paint - Painting and printing letters on 200 km. stone.

8.10 Providing and fixing R.C.C. "KEEP LEFT" sign board of each 3176.46 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 1077.55 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 1640.30 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 1757.40 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 1.81 8.13 Providing and fixing 15 x 15 x 90 cm boundary stone of each 68.94 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 255.88 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 823.08 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 1442.18 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design Puducherry Page 333

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 542.55 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 828.21 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 15.56 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 0.29 clods.

9.6 Uprooting weeds from the trenched area after 10 to 15 days sqm 1.89 of its flooding with water including disposal of uprooted vegetation.

9.7 Fine dressing the ground. sqm 0.73 9.8 Spreading of sludge farm yard manure or/and good earth in cum 10.31 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 7.34 specified or as directed.

9.10A Grassing with `doob' grass including watering and sqm 2.02 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 3.19 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 15.12 to a depth of 60cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough Puducherry Page 335


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 3.67 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 4.38 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 3.50 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 3.36 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 18.80 for a period of one year including watering etc.

9.17 Turfing lawns with fine grassing including ploughing, sqm 4.92 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 18.73 including watering etc.

9.19 Planting permanent hedges including digging of trenches, metre 231.09 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 67.16 watering etc. Complete.

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9.21A Digging holes in all kinds of soil, and refilling the same, each 38.97 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 18.47 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 5.56 9.22B Maintenance of plants and shurbs in central verge for one metre 124.72 9.22C Planting plants and shrubs in central verge - running metre 0.65 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 7.79 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 661.53 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 14.81 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 225.09 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 931.78 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 4922.24 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 18.09 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 1031.16 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

4.1A.2 Construction of granular sub-base by providing close cum 1020.08 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

4.1A.3 Construction of granular sub-base by providing close cum 906.32 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

4.1B.1 Construction of granular sub-base by providing close cum 954.94 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 943.86 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.

4.1B.3 Construction of granular sub-base by providing close cum 830.09 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 Puducherry Page 342


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 920.26 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

4.2.2 Construction of granular sub-base by providing coarse cum 899.38 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

4.2.3 Construction of granular sub-base by providing coarse cum 911.96 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

4.3A Laying and spreading available soil in the sub-grade on a cum 131.58 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

4.3B Laying and spreading available soil in the sub-grade on a cum 119.15 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 169.31 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 Puducherry Page 343


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 478.97 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, 4th Revision)

4.6.1 Providing, Laying and spreading material on a prepared cum 1378.69 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

4.6.2 Providing, Laying and spreading material on a prepared cum 1257.64 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)

4.7 Making 50 x 50mm furrows, 25mm deep 45 degree to the sqm 1.74 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 Revision)

4.8 Construction of inverted choke by providing, laying, cum 648.65 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 1028.33 aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in Puducherry Page 344


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 910.84 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 1091.79 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-I with stone

4.9.1B Providing, laying, spreading and compacting stone cum 974.30 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 1000.22 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

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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 1086.16 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 969.10 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 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 1063.68 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 1149.62 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,

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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 1032.57 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 screening. (As per MoRTH specification, 4th Revision)

4.9.3.1A Providing, laying, spreading and compacting stone Cum 1212.53 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 1116.98 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 1276.00 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 type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means -

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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 1180.44 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-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.10A Breaking and crushing of material obtained by breaking cum 122.68 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

4.10B Breaking and crushing of material obtained by breaking cum 114.47 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

4.11 Spraying of bitumen over cleaned dry surface of crushed sqm 15.92 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 stone cum 1071.99 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 Puducherry Page 348


per MoRTH specification, 4th Revision)

4.12B Providing, laying, spreading and compacting graded stone cum 1068.42 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 with cum 83.17 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 with cum 107.20 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 150mm sqm 666.33 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 863.24 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 873.08 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 45mm maximum size.

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4 . Granular Sub-base(As per MORTH) Code Description Unit Rate 4.17B.1 Providing crushed stone aggregates, depositing on a cum 590.41 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 596.56 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 284.28 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 1020.11 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)

4.91.1B Providing, laying, spreading and compacting stone Cum 902.62 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 -

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Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.91A Providing, laying, spreading and compacting stone Cum 1083.57 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 966.09 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 992.00 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-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1B Providing, laying, spreading and compacting stone Cum 1077.94 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

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specification, 4th Revision)

4.92.1C Providing, laying, spreading and compacting stone Cum 960.89 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 1055.47 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 1141.41 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 / 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 1024.35 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

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MoRTH specification, 4th Revision)

4.93.1A Providing, laying, spreading and compacting stone Cum 1204.32 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 1108.76 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 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 1267.78 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)

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5 . Base & Bituminous Construction(As per MORTH) Code Description Unit Rate

5.1 Providing and applying primer coat with bitumen sqm 15.12 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 emulsion sqm 5.66 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 mix cum 3750.78 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

5.3B Providing and laying bituminous macadam with hot mix cum 3690.83 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

5.5 Providing, laying and rolling of built-up spray grout layer sqm 163.08 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)

5.6A Providing and laying dence graded bituminous macadam cum 4069.86 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, Puducherry Page 354


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 macadam Cum 4021.86 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 4494.38 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 4801.84 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 CRMB

5.7B Providing and laying semi-dense bituminous concrete Cum 4705.52 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

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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 4850.46 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 of Cum 4531.21 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,

5.8B Providing and laying bituminous concrete with HMP of Cum 4497.47 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,

5.9A Providing and laying surface dressing as wearing course Sqm 42.44 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 28.32 Puducherry Page 356


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 63.57 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 71.20 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 - Open graded premix surfacing using cationic bitumen emulsion. (As per

5.11A Providing, laying and rolling of close-graded premix Sqm 86.20 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

5.11B Providing, laying and rolling of close-graded premix Sqm 75.56 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

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5.12A per MoRTH specification, 4th Revision) Providing and laying seal coat sealing the voids in a Sqm 31.40 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 HMP Sqm 25.87 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 4.35mm Kg 24.78 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-

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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 66.30 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 85.24 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 113.66 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 47.98 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 54.83 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 66.07 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 94.71 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

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rock - Manual Means - depth upto 3 metres

12.1.2B Earth work in excavation for foundation of structures as per cum 61.86 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 317.64 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 116.17 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 207.48 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 75.59 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 117.86 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 806.31 technical specification

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12.4 Plain Cement Concrete 1:3:6 nominal mix in foundation cum 3189.72 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 3012.44 complete excluding Pointing and Plastering, as per drawing and technical specifications.

12.6 Cement Mortar 1:3 (1 Cement : 3 sand) cum 4014.74 12.7A Stone Masonry work in cement mortar 1:3 in foundation cum 3073.85 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 3033.05 complete as per drawing and Technical specifications - Random rubble masonry (coursed / uncoursed)

12.8A Plain cement concrete in open foundation complete as per cum 3654.45 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 4129.99 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 4210.14 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 3873.23 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 4478.82 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 4145.42 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 4563.11 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 4227.00 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 4506.84 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 4186.19 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 4573.68 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 4239.46 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 4650.28 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 4317.68 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 4766.93 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 4303.23 per Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg Puducherry Page 362


/ cum - Using Batching Plant, Transit Mixer and Crane / Concrete Pump

12.11F.4.1 Reinforced cement concrete, in well foundation complete as cum 4650.28 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 4222.20 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 59892.72 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 1417.55 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 4246.64 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 6999.09 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 9043.52 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 3442.87 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 5570.99 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 8124.55 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 1924.97 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 3197.48 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 5207.01 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 1425.27 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 2255.00 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 3995.96 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 4184.28 complete as per drawing and technical specifications - RCC Puducherry Page 365


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 3862.52 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 4561.24 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 4239.48 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 4608.91 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 4287.14 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 4708.56 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 4386.80 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 3513.89 content of 275 kg / cum levelling course 100mm thick below the pile cap

12.40 Supplying, fitting and placing uncoated Thermo MT 50810.20 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 42946.13 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 3003.02 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 35.15 sand) on brick work in substructure as per technical

13.3 Plastering with cement mortar 1:3 (one cement and three sqm 80.92 sand) on brick work in substructure as per Technical

13.4A Stone masonry work in cement mortar 1:3 (one cement and cum 3060.73 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 3170.06 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 3790.93 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 3865.29 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 4368.26 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 4748.64 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 4395.15 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 4921.32 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 4554.98 drawing and technical specification - PCC Grade M25 Puducherry Page 368


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 5137.16 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 4754.75 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 4789.88 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 4449.09 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 4964.06 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 4610.87 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 5181.80 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 4813.10 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 4453.04 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 4096.68 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 4614.97 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 4245.65 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 4817.39 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 4431.87 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 4838.00 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 4481.64 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 4996.34 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 4628.32 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 5181.80 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 4848.32 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 4860.92 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 4505.70 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 4997.90 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 4997.90 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 5192.35 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 4812.91 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 4966.32 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 4611.10 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 5074.69 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 4711.71 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 5237.21 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 4862.62 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 50887.13 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 42555.19 complete in substructure as per drawing and technical specifications.

13.8 Providing weep holes in brick masonry /plain/reinforced nos 79.36 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. Puducherry Page 372


Complete as per drawing and technical specifications.

13.10 Providing and laying of filter media with granular cum 1194.83 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 4602.88 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 4794.67 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 4794.67 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 4986.46 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 4986.46 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 5178.25 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 5037.84 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 5247.75 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 5247.75 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 5457.66 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 5457.66 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 5667.57 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 5107.99 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 5320.82 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 5320.82 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 5533.65 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab Puducherry Page 375


superstructure - height above 5m to 10m

14.1C.3 Furnishing and placing reinforced cement concrete in cum 5533.65 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 5746.49 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 5135.93 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 5353.55 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 6006.42 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 5353.55 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 5571.18 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 6441.67 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement Puducherry Page 376


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 5571.18 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 5788.80 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 6876.92 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 5495.35 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 5724.32 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 5724.32 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 5953.30 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 5953.30 superstructure as per drawing and technical specifications Puducherry Page 377


- 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 6182.27 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 5383.25 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 5615.29 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 6311.40 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 5615.29 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 5847.32 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 6775.47 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, Puducherry Page 378


segmental construction and balanced cantilever - height above 5m and upto 10m

14.1F.3.1 Furnishing and placing reinforced cement concrete in cum 5797.52 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 6079.36 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 7239.54 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 6488.09 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 6968.69 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 7449.29 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 6837.62 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / Puducherry Page 379


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 7323.60 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 7850.60 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 51521.80 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 4432.34 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 upto 5m

14.2A.1.1 Furnishing and placing reinforced cement concrete in cum 4617.02 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 4617.02 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 4801.70 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

Puducherry Page 380


14.2A.3 Furnishing and placing reinforced cement concrete in cum 4801.70 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 4986.38 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 4872.92 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 5075.96 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 5075.96 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 5279.00 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 5279.00 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 5273.46 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

Puducherry Page 381


14.2C.1 Furnishing and placing reinforced cement concrete in cum 4929.81 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 5135.22 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 5135.22 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 5340.63 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 5m and upto 10m

14.2C.3 Furnishing and placing reinforced cement concrete in cum 5340.63 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 5546.04 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 4957.65 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 5167.72 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

Puducherry Page 382


14.2D.1.3 Furnishing and placing reinforced cement concrete in cum 5797.92 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 5167.72 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 5377.79 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 6218.06 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 5377.79 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 5587.86 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 6638.20 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 5203.05 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

Puducherry Page 383


14.2E.1.2 Furnishing and placing reinforced cement concrete in cum 5423.52 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 6084.93 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 5256.42 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 5643.99 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 6525.86 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 5643.99 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 5864.46 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 Puducherry Page 384


14.2E.3.3 Furnishing and placing reinforced cement concrete in cum 6966.80 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 8124.81 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 1290.19 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 1445.01 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 6215.53 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 3386.95 grade levelling course below approch slab complete as per drawing and technical specifications

14.11A Reinforced cement concrete M30 grade with a minimum cum 7135.01 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 6805.63 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using batching plant Puducherry Page 385


14.16 Providing and applying 2 coats of water based cement sqm 167.22 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 971.13 expansion joint complete as per drawing and technical specifications

14.18.2 Providing and fixing 20mm thick compressible fibre board Rmt 64.07 in expansion joint complete as per drawing and technical specifications

14.18.3 Providing and fixing in position 20mm thick premoulded Rmt 15.23 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 12.51 drawings and technical specification with coarse sand and 6 percent bitumen by weight

Puducherry Page 386

15 . River Training and Protection Works Code Description Unit Rate

15.1 Providing and laying boulders apron on river bed for cum 1151.14 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 2308.10 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 3584.19 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 1151.14 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 3584.19 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 1281.82 slopes complete as per drawing and technical

15.9 Construction of dry rubble flooring at cross drainage cum 1354.96 works for relatively less important works ( including triming and preparation of base)

15.10A Curtain wall complete as per drawing and technical cum 3073.84 specifications - Stone masonry in cement mortar 1:3

15.10B Curtain wall complete as per drawing and technical cum 3513.90 specifications - cement concrete grade M15

Puducherry Page 387

15 . River Training and Protection Works Code Description Unit Rate 15.11 Flexible apron: Construction of flexible apron 1m thick cum 1182.43 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 2529.82 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 4407.52 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.

Puducherry Page 388

16 . Repair and Rehabilitation Code Description Unit Rate

16.1 Removal of existing cement concrete wearing coat sqm 64.52 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 48.58 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 66.99 through nipples/ grouting complete as per technical specifications

16.5B Sealing of cracks / porous concrete by injection process kg 94.36 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 44.07 injection through nipples complete as per clause 2803.1.

16.9 Removal of defective concrete , cleaning the surface sqm 198.27 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 380.71 16.17 Replacement of expansion joints complete as per drawings Rmt 1687.27 16.18 Replacement of damaged concrete railing Rmt 115.54 16.19 Replacement of crash barrier Rmt 210.26 16.20 Replacement of damaged mild steel railing Rmt 96.60 16.21 Repair of Crash barrier Repair of concrete crash barrier with Rmt 149.58 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

Puducherry Page 389

16 . Repair and Rehabilitation Code Description Unit Rate

16.22 Repair of RCC railing (Carrying out repair of RCC railing Rmt 113.51 to bring it to the original shape)

Puducherry Page 390

GOVERNMENT OF PUDUCHERRYpwd.puducherry.gov.in/document/PSR_Puducherry_07-08.pdfstandards, CPWD...

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