Annual Rate Contract for the Civil Works under the Jurisdiction of SoUADTGA, Ekta Nagar, Gujarat 2026-27

m including providing and laying stones in the gabions and

arranging them in a required manner in the section of break water or

1 such other structure including quarrying , blasting , loading at Cum

quarry site transporting at work site and arranging in the gabion in

workman like manner with required layer thickness and arranging

this gabions in required layers with the crane if required capacity (if

required as per drawings or as directed ) with all material , labour

tools etc. comp.

2 Abonite ball cock 25mm dia Each

3 Abonite ball cock 50mm dia Each

4 Acid proof paint (Chocolate or Black) Litre

Aldrop 20mm. dia Size with necessary fitting Iron

5 Oxidised 20cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Iron

6 Oxidised 25cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Iron

7 Oxidised 30cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Iron

8 Oxidised 35cms. Length Each

Aldrop 20mm. dia Size with necessary fitting

9 Alluminium 20cms. Length Each

Aldrop 20mm. dia Size with necessary fitting

10 Alluminium 25cms. Length Each

Aldrop 20mm. dia Size with necessary fitting

11 Alluminium 30cms. Length Each

Aldrop 20mm. dia Size with necessary fitting

12 Alluminium 35cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

13 20cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

14 25cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

15 30cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

16 35cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

17 CP 20cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

18 CP 25cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

19 CP 30cms. Length Each

Aldrop 20mm. dia Size with necessary fitting Brass

20 CP 35cms. Length Each

21 Aluminum paint Litre

22 Aluminum Perforated jali of any size sq.m.

23 Aluminum Powder kg

24 Aluminum sheet 22 guage thick sq.m.

25 Angle bracket Iron 10 x 12 size (25cms x 30cms.) Doz.

26 Angle bracket Iron 12 x 14 size (309 cms. x 35cms) Doz.

27 Angle size 15 x 15 cm. (Glazed)

28 Anodised Alluminum Screws 20 mm

29 Anodised Alluminum Screws 30 mm

30 Anodised Alluminum Screws 40 mm

Anodised Aluminum Butt hinges 100 mm x 63 mm x

Anodised Aluminum Butt hinges 50 mm x 45 mm x

Anodised Aluminum Butt hinges 75 mm x 45 mm x

Anodised Aluminum Butt hinges 75 mm x 63 mm x

35 Anticorrosive bituminous paint Litre

36 Asbestos Rope Rmt

37 Asphalt CRMB 50 Bulk MT

38 Asphalt CRMB 50 pack MT

39 Asphalt CRMB 55 Bulk MT

40 Asphalt CRMB 55 Pack MT

41 Asphalt CRMB 60 Bulk MT

42 Asphalt CRMB 60 Pack MT

43 Asphalt Grade VG 40 pack MT

44 Asphalt Grade VG 30 Bulk MT

45 Asphalt Grade VG 30 Pack MT

46 Asphalt Grade VG 10 Bulk MT

47 Asphalt Grade VG 10 pack MT

48 Asphalt Grade VG 40 Bulk MT

49 Asphalt PMB SB 40 Bulk MT

50 Asphalt PMB SB 40 Pack MT

51 Asphalt PMB SB 70 Bulk MT

52 Asphalt PMB SB 70 Pack MT

53 Bajri or figure glass 3mm thick sq.m.

54 Bajri or figure glass 4mm thick sq.m.

55 Ball Catch width spring 1/2 Dia (13mm) Each

56 Ball Catch width spring 5/8 Dia. (16mm) Each

57 Ballies 125 mm dia. Rmt

58 Ballies 80 mm dia. Rmt

59 Barbed wire for fencing of galvanized steel wire Quintal

60 Bat clamps 100 mm dia Each

61 Bat clamps 80 mm dia Each

62 Battens 75mm x100mm. country wood cu.dm.

63 Battens Indian teakwood size 12mm x 12mm Rmt

64 Battens Indian teakwood size 12mm x 19mm Rmt

65 Battens Indian teakwood size 12mm x 35mm Rmt

66 Battens Indian teakwood size 19mm x 19mm Rmt

67 Battens Indian teakwood size 19mm x 25mm Rmt

68 Battens 50 mm x 25 mm Rmt

69 Battens 50 mm x 50 mm cu.dm.

70 Battens 75 mm x 100 mm Rmt

71 Battens 75 mm x 50 mm cu.dm.

73 Bevelled edge mirror 600mm x 450mm Each

74 Bilimoria Brick

75 Binding wire of 18 gauge thick annealed iron kg

76 Binding Wires kg

77 Bitumen Washer

78 Bituminous Paint Litre

79 Black Japan Paint. Litre

Black plastic sheet with cover with C.P. Brass

80 Hinges and Rubber butters white Vitrious China Each

81 Black stone for cooking Platfrom (1.50 Sq.Mt.) Each

82 Blasting Powder kg

83 Bolt 'L' 3 to 4 size iron (7.5cms to 10 cms) Doz.

84 Waterproof gypsum board 12.5 mm thick Sqm

Perimetre channel 15 mmx 27 mm x 30 mm x

Intermediate channel of size 15 mm x 45 mm x

86 mm at 1220 C/C Rmt

Ceiling steel section of size 80 mm x 26 mm x

87 mm at 457 mm C/C Rmt

88 Celing angle of size 25 mm x 10 mm Rmt

89 Sofit cleat of size 22 mm x 37 mm No.

90 Raw / plug No.

91 Nut bolts No.

92 Connecting clips No.

93 Joining paper tap Rmt

94 Bolts 12 mm dia. 10 cm. Long kg

95 Joining compound kg

96 Migratory Corrosion Admixture POLYALK CP 293 kg

97 Migratory Corrosion Admixture POLYALK CP 293 kg

98 Rock Wool kg

99 Vapour Breather Membrane Sqm

One-side alluminium thermal bubble insulation

100 barrier including taxes Sqm

101 12mm thick Cement Fibre Board Sqm

Factory finished cold formed Light guage steel

Powder coated Alluminium Section 63.50 x 38.10 x

105 Bolts 12 mm dia. 10 cm. Long kg

106 Precast light weight concrete hollow core wall Nos.

107 Adhesive Kg.

Supply of Roller Safety Barrier in Heavy weight MS

108 Section with 550 Gm / Sqm hot dip galvanize Lot

109 Precast light weight concrete hollow core wall Nos.

110 Ready Mix Cement Mortar 1:3 (40 Kg)

111 Ready Mix Cement Mortar 1:4 (40 Kg)

112 Ready Mix Cement Mortar 1:6 (40 Kg)

113 Providing solar stud (incl GST 18 %) 1 No.

114 Epoxy Chemical (incl GST 18 %) 1 No.

115 Tiles - 600 x 600 x 16 MM piece

116 Boundry Stone Each

Main Runner 15 mm T-32 Web height 3000 mm

117 length piece

Cross Tee 15 mm T-32 Web Height 1200 mm

118 Length piece

119 Cross Tee 15 mm T-32 Web Height 600 mm Length piece

120 Angle Moulding 24mm piece

121 Tiles - 600 x 600 x 20 MM piece

122 Tiles - 600 x 600 x 15 MM piece

123 Tiles - 600 x 600 x 0.5 mm GI Metal piece

Main Runner 24 mm T-38 Web height 3000 mm

124 length piece

Cross Tee 24 mm T-25 Web Height 1200 mm

125 Length piece

126 Cross Tee 24 mm T-25 Web Height 600 mm Length piece

127 Brass Screw Down bib type. 15mm dia. Each

Tiles - 600 x 600 x 0.5 mm GI Metal with 20%

perforation area with 1.8 mm dia holes and having

128 NRC (Noise Reduction Coe cient) of 0.5 piece

Supply of Galvalume Steel Coll with AZ 150 and

550 Mpa for cold formed steel fabrication including

130 Production cost of light gauge steel members Kg.

Supply and fixing of galvanized screws for bolting

of the structural and non structural LGS members

as per specification and anchor hilti bolts for fixing

131 LGS frame to plinth Kg.

Supply of galvanized iron profile deck sheet

132 mm - 1.00 mm thick Sq.Mt

Providing self drilling screws with EPDM washer

133 for fixing the deck sheet Sq.Mt

Transport of deck sheet from manufacturing facility

134 to work site including loading / unloading Sq.Mt

2mm Aluminium / 4mmACP sheeting fixed with

Type-11 Class-C High Intensity Grade Sheeting as

per IRC 67 : 2012 reflective sheeting of size

135 including lettering and signs as applicable Sq.Mtr

2mm Aluminium / 4mmACP sheeting fixed with

Type-4 Class-B High Intensity Grade Sheeting as

per IRC 67 : 2012 reflective sheeting of size

136 including lettering and signs as applicable Sq.Mtr

Plastirib - Thermoplastic Road Marking White 2 mm

137 thick base : 5 Kg per smt cum

138 Brass Screw Down bib type. 20mm dia Each

139 Drop on glass beads: 250 gm per Smt x 100 Smt KG

Plastirib - Thermoplastic Road Marking White 2 mm

140 thick base : 5 Kg per smt KG

AFP (Aluminum Backed Flexible Prismaticn

141 Sheeting Smt

142 Cat Eye / Road Stud No.

143 Epoxy Adhesive for fixing Cat Eye No

144 Median Marker No.

145 HYSD bar Quintal

146 Brass screw down stop cock 15 mm dia Each

R.C.C Heavy Duty Non-Pressure pipe I.S.Class

147 NP=2 750mm dia. Meter

148 Brass screw down stop cock 20 mm dia Each

149 Brass screw down stop cock 25 mm dia Each

150 Brick bats chhara cu.m.

151 Brick aggregate 40mm size cu.m.

152 C.I. Cap Gril As per Std. Design Each

153 C.I. Cover with frame 300mm x 300mm Each

154 C.I. Cover with frame 455mm x 610mm Each

155 C.I. Cover with frame 500mm x 700mm Each

156 C.I. Cover with frame 600mm x 850mm Each

157 C.I. Cover with frame for manholes Quintal

158 C.I. Cover without frame 300mm x 300mm Each

159 C.I. Cover without frame 455mm x 610mm Each

160 C.I. Cover without frame 500mm x 700mm Each

161 C.I. Cover without frame 600mm x 850mm Each

162 C.I. Cover without frame for manholes Quintal

163 C.I. Cowel 100 mm dia Each

164 C.I. Cowel 75mm dia Each

C.I. Flushing cistem with fittings 12.5 Litre High

166 C.I. Greating 100 mm x 100 mm Each

167 C.I. Nahni trap Each

168 C.I. or M.S Brackets Each

169 C.I. ring painted with coal tar Each

170 C.I. steps 50cm x 15cm. 2.25cm. Each

171 C.P. Brash Screws & Washers 25 mm size Each

172 C.P. Brass 1/2 turn flush cock 20 mm dia Each

173 C.P. Brass 1/2 turn flush cock 25 mm dia Each

174 C.P. Brass 1/2 turn flush cock 32 mm dia Each

175 C.P. Brass shower rose 100mm dia. Each

176 C.P. Brass toilet paper holder of stand and size Each

177 C.R.C Sheet Quintal

178 Cast iron grating 100mm dia. Each

179 Cast iron grating 150mm dia. Each

180 Cast Iron Spigot and Socket soil pipe 100mm Each

181 Cast Iron Spigot and Socket soil pipe 75mm Each

182 Cast Steel Rocker Bairing MT

183 Cast Steel Rocker Rocker Bairing MT

185 Cement Bags (Empty) Each

186 Ceramic Tiles sq.m.

187 Chain link 2 10 x 10 gauge (Galvanised) sq.m.

188 Chain link 2.5 10x10 gauge chain link Plastic sq.m.

189 Chapras for cupboard Brass Size 4 to 6 Doz.

190 Chapras for cupboard Brass Size less than 4 Doz.

Chapras for cupboard Iron Size 3x6 (7.5cms x

191 15cms) Doz.

Chapras for cupboard Iron Size less than 3 (9.5

193 Chicken wire mesh 16 x24 sq.m.

194 Chromium Plated brass Bib tap. 15mm dia. Each

195 Chromium Plated brass Bib tap. 20mm dia. Each

196 Chromium platted bottle trap Each

Clamps in two semi-circular halves of M.S. Flat

198 Coal Tar Litre

199 Coarse sand cu.m.

200 Coil type spring Each

201 Coir string kg

202 Cold Twisted Bars Quintal

203 Commercial Plywood Sheet 12 mm sq.m.

204 Commercial Plywood Sheet 19 mm sq.m.

205 Commercial Plywood Sheet 25 mm sq.m.

206 Commercial Plywood Sheet 6 mm sq.m.

207 Common Burnt clay Bricks Conventional size

Common Burnt clay Bricks Modular size 20x10x10

209 Contry wood Malayasian mersova (imported) cu.dm.

210 Coolex glass (Heat resistant) sq.m.

211 Copper metal ball cock 25mm dia Each

212 Copper metal ball cock 50mm dia Each

213 Corrugated A.C. Sheet 6 mm thick sq.m.

214 Corrugated A.C. Sheet 7 mm thick sq.m.

215 Country Wood cu.dm.

216 Crimp Jali 12 gauge sq.m.

Crushed stone aggregate for Hard Quality 10 to

217 20mm size cu.m.

Crushed stone aggregate for Hard Quality 10mm

Crushed stone aggregate for Hard Quality 20mm

Crushed stone aggregate for Hard Quality 40mm

Crushed stone aggregate for Hard Quality 40mm to

221 63mm size cu.m.

Crushed stone aggregate for Hard Quality 6 to

222 10mm size cu.m.

223 Crushed stone aggregate for Hard Quality 6mm size cu.m.

224 Dark shade pigment kg

Datta nylon for furniture size 1 to 1 1/4 (2.5 cms to

225 3.0 cms) Each

226 Datta rubber for door size upto 1 (2.5cms) Each

227 Decorative ply wood 4 mm thick sq.m.

228 Devdar wood battens and Planks cu.dm.

229 Diesel Litre

230 Distemper Primer Litre

Door closers (Heavy type of 765 number) Hardwire

231 or Everite Prabhat or Equivalent. Each

Door closers arrow type with spring 12 length as

232 approved sample (30 cms) Each

Door shutters Decorative type 25mm. thick Both

233 sides teak finished sq.m.

Door shutters Decorative type 35mm. thick Both

234 sides teak finished sq.m.

235 Dry Distemper kg

236 Emulsion with aldring heptachlor or chlordane Litre

237 Emulsion with Dieldrin Litre

238 Enamel Paint Litre

239 Enamel Primer Litre

240 Expanded metal jali 12 x 12 gauge sq.m.

241 Extra cost of R.S. having width 3.5Mt. & above sq.m.

242 Fevicol S.R. 998 kg

243 Fibre Base Bitumen Saturated under Layer Type-L sq.m.

244 Fibre Base Self finished Felt Type-ll. Grade sq.m.

245 Fibre Insulation Board 12 mm thick sq.m.

246 Fibre Insulation Board 18 mm thick sq.m.

247 Fibre Insulation Board 25 mm thick sq.m.

Fifth K.M. Pre Cast R.C.C. Stone as per I.R.C.Type

248 Design. Each

249 Fifth K.M. Stone as per I.R.C.Type Design. Each

250 Fine sand cu.m.

251 Flat back wash basin Colour glazed 450 x 300 size Each

252 Flat back wash basin Colour glazed 550 x 400 size Each

253 Flat back wash basin Colour glazed 630 x 510 size Each

Flat back wash basin White vitrious china 450mm x

254 300mm size Each

Flat back wash basin White vitrious china 550mm x

Flat back wash basin White vitrious china 630 x

Flushing cistern P.V.C. with fittings 12.5 Litre high

Flushing cistern White vitrious with C.P. Brass

258 handle etc. 12.5 Litre Low level Each

259 Fly Ash Brick

260 Fuel Steam Coal Quintal

262 G.I Sheet 0.8 mm thick Corrugated class-3 Quintal

263 G.I Sheet 0.8 mm thick Plain class-3 Quintal

264 G.I Sheet 0.8 mm thick Semi-Circular class-3 Quintal

265 G.I. Barbed Wire Quintal

266 G.I. Pipe 30 cm long 50 mm dia Each

267 G.I. J or L Hooks

268 G.I. Plain Washer

269 G.I.Seam Bolts and Nuts 25 mm x 6 mm

270 G.S.W. fitting Bends. 100mm dia. Each

271 G.S.W. fitting Bends. 150mm dia Each

272 G.S.W. Half round channel 150mm dia. 60 Cm long Each

273 G.S.W. Junction 100 mm dia Each

274 G.S.W. Junction 150 mm dia Each

275 Galvanised Mild steel tube Lower Grade 150mm dia Rmt

Galvanised Mild steel tube Medium Grade 15mm

Galvanised Mild steel tube Medium Grade 20mm

Galvanised Mild steel tube Medium Grade 25mm

Galvanised Mild steel tube Medium Grade 32mm

Galvanised Mild steel tube Medium Grade 40mm

Galvanised Mild steel tube Medium Grade 50mm

Galvanised Mild steel tube Medium Grade 65mm

Galvanised Mild steel tube Medium Grade 80mm

284 Gauge Plate Quintal

285 Geru in crystal (Sona) kg

286 GIMS Nuts 5 mm thick 80 mm dia Each

287 GIMS T 65 mm x 65 mm Each

288 Glass 2 mm to 3 mm thick sq.m.

Glass Shelf with C.P. Guard Rail and Brackets

289 600mm x 120mm Each

290 Glass strips 4 mm thick 40mm depth Rmt

291 Glass strips 6mm thick 40mm depth Rmt

292 Glasses 2 mm to 3 mm thick sq.m.

293 Glasses 3 mm thick sq.m.

294 Granite Slab (18 mm thick) 1 side Polished sq.m.

Griding Polishing Rounding or edges of Glass or

295 Glazing Sheet Rmt

Grindina Polishing rounding or edges of glass or

glazing sheet (B) Rubbings & Polishing of tiles or

296 stone flooring sq.m.

Ground glass (Frosted or obscurd on one side)

297 mm thick sq.m.

Ground glass (Frosted or obscurd on one side)

298 mm thick sq.m.

Ground glass (Frosted or obscurd on one side)

299 mm thick sq.m.

300 Guard Stone Each

302 Gun metal screw down bib tap-15 mm dia Each

303 Gun metal screw down bib tap-20 mm dia Each

304 Gun metal wheel valve 15mm dia Each

305 Gun metal wheel valve 20mm dia Each

306 Gun Metal Wheel Valve 25mm dia. Each

307 Gun metal wheel valve 32mm dia Each

308 Gun Metal Wheel Valve 40mm dia. Each

309 Hacksaw blade double thread Doz.

310 Hactometer Stone as per Type design. Each

Hactometer Stone Pre Cast R.C.C. Stone as per

311 Type design Each

312 Hammer Iron 1 LBS Each

313 Hammer Iron 2 LBS Each

Hand broken stone aggregate 25mm size to 90mm

Hand broken stone aggregate 40mm size to 63mm

315 size. cu.m.

Handle for doors Windows Cupboards etc. Brass

316 cms. Length Each

Handle for doors Windows Cupboards etc. Brass

317 cms. Length Each

Handle for doors Windows Cupboards etc. C.P.

318 Brass 10 cms. Length Each

Handle for doors Windows Cupboards etc. C.P.

319 Brass 15 cms. Length Each

Handle for doors Windows Cupboards etc. 10 cms.

320 Length Each

Handle for doors Windows Cupboards etc. 15 cms.

321 Length Each

Handle for doors Windows Cupboards etc. Iron

322 Oxidized 10 cms. Length Each

Handle for doors Windows Cupboards etc. Iron

323 Oxidized 15 cms. Length Each

324 Handle for steel window (Right & Left) Alluminium Each

325 Handle for steel window (Right & Left) Brass Each

Handle for steel window (Right & Left) Iron

326 oxidized Each

Handle for steel window (Right & Left) Wrinkle

327 finish Each

328 Hard board sheet 4 mm thick sq.m.

329 Hard Drawn Steel Wire Fabric sq.m.

330 Hard Marrum cu.m.

331 Hi Tensile Steel Wire MT

332 Hinges (Strap) Alluminium 10 cms. Length Each

333 Hinges (Strap) Alluminium 15 cms. Length Each

334 Hinges (Strap) Alluminium 20 cms length Each

335 Hinges (Strap) M.S. 10 cms. Length or equivalent Pair

336 Hinges (Strap) M.S. 12.5 cms. Length or equivalent Pair

Hinges butt. I.S.I Mark Brass (Railway type heavy)

337 7.5 cms. Length or equivalent Pair

Hinges butt. I.S.I Mark Brass (Railway type heavy)

338 7.5 cms. Length or equivalent Pair

Hinges butt. I.S.I Mark Steel 10 cms. Length

Hinges butt. I.S.I Mark Steel 7.5 cms. Length

341 Hinges butt. I.S.I Mark Alluminium 10 cms. Length Pair

342 Hinges butt. I.S.I Mark Alluminium 7.5 cms. Length Pair

Hinges butt. I.S.I Mark C.P.Brass (Railway type

343 Hinges) 10 cms. Length Pair

Hinges butt. I.S.I Mark C.P.Brass (Railway type

344 Hinges) 7.5 cms. Length Pair

345 Hinges Parilamentary Steel 10 cms. Length Each

346 Hinges Parilamentary Steel 12.5 cms length Each

347 Hinges Parilamentary Steel 7.5 cms. Length Each

348 Hinges Parilamentary Brass 10 cms. Length Each

349 Hinges Parilamentary Brass 12.5 cms length Each

350 Hinges Parilamentary Brass 7.5 cms. Length Each

351 Hinges Spring 10 cms. Length Each

352 Hinges Spring 7.5 cms. Length Each

353 Hirakani Each

354 Hood Cover 0.9 mm thick Rmt

355 Hood Cover 1.25 mm thick Rmt

356 Hooks and Eyes Alluminium 10 cms. Length Each

357 Hooks and Eyes Alluminium 15 cms. Length Each

358 Hooks and Eyes Alluminium 20 cms length Each

359 Hooks and Eyes C.P.Brass 10 cms. Length Each

360 Hooks and Eyes C.P.Brass 15 cms. Length Each

361 Hooks and Eyes C.P.Brass 20 cms length Each

362 Hooks and Eyes Iron oxidized 10 cms. Length Each

363 Hooks and Eyes Iron oxidized 15 cms. Length Each

364 Hooks and Eyes Iron oxidized 20 cms length Each

365 Indian Teak wood cu.dm.

366 Beading Indian Teak wood cu.dm.

367 Indicator Stone as per RCC Type Design Each

368 Indicator Stone as per Type Design Each

Integral W.P. compound (Liquid of standard quality)

369 tested as perI.S. 2645 - 1975 Litre

370 Inter Lock [Kadaka lock] Each

371 Iron bib tap 15mm. Dia Each

372 Iron bib tap 20mm. Dia Each

373 Iron Hinges 100 mm x 58 mm x 1.4 mm

374 Iron Hinges 100 mm x 58 mm x 1.9 mm

375 Iron Hinges 50 mm x 37 mm x 1.5 mm

376 Iron Hinges 75 mm x 47 mm x 1.7 mm

377 Iron Screws. 20 mm

378 Iron Screws. 30 mm

379 Iron Screws. 40 mm

380 Junction Equal double 100 mm dia Each

381 Junction Equal double 80 mm dia Each

382 Junction Equal Single 100 mm dia Each

383 Junction Equal Single 80 mm dia Each

384 Junction Board R.C.C. Each

385 Jute string kg

386 Kada (Indian) with English ball bearing. Pair

387 Kerosene Litre

388 Koda Iron Each

Latch (Tadi) as per sample approved sectional flats

389 (Heavy) Alluminium 25 cms length & 16mm dia Each

Latch (Tadi) as per sample approved sectional flats

390 (Heavy) Alluminium 30 cms length & 16mm dia Each

Latch (Tadi) as per sample approved sectional flats

391 (Heavy) Alluminium 35 cms length & 16mm dia Each

Latch (Tadi) as per sample approved sectional flats

392 (Heavy) Brass 20 cms. Length Each

Latch (Tadi) as per sample approved sectional flats

393 (Heavy) Brass 25 cms. Length Each

Latch (Tadi) as per sample approved sectional flats

394 (Heavy) Brass 30 cms length Each

Latch (Tadi) as per sample approved sectional flats

395 (Heavy) Brass 35 cms length Each

Latch (Tadi) as per sample approved sectional flats

396 (Heavy) C.P. Brass 20 cms. Length Each

Latch (Tadi) as per sample approved sectional flats

397 (Heavy) C.P. Brass 25 cms. Length Each

Latch (Tadi) as per sample approved sectional flats

398 (Heavy) C.P. Brass 30 cms length Each

Latch (Tadi) as per sample approved sectional flats

399 (Heavy) C.P. Brass 35 cms length Each

Latch (Tadi) as per sample approved sectional flats

400 (Heavy) Iron Oxidized 25 cms length & 16mm dia Each

Latch (Tadi) as per sample approved sectional flats

401 (Heavy) Iron Oxidized 30 cms length & 16mm dia Each

Latch (Tadi) as per sample approved sectional flats

402 (Heavy) Iron Oxidized 35 cms length & 16mm dia Each

Latch for steel window 25 cms to 35cms.

403 Alluminium Each

404 Latch for steel window 25 cms to 35cms. Brass Each

Latch for steel window 25 cms to 35cms. Iron

405 oxidized Each

Latch for steel window 25 cms to 35cms. Wrinkle

406 finish Each

407 Light shade pigment kg

408 Lime gotton crystal Quintal

409 Limpet Washer

410 Linseed Oil Litre

411 Locks Baby latch brass chromium 75mm long. Each

412 Locks Bath room latch Navtal (Godrej) Each

413 Locks Godrej cupboard 3 (7.5 cms) Each

414 Locks Godrej Mortice lock cover Each

415 Locks Godrej Night latch Each

Locks Locker brass Navtal (Godrej) 75mm dia

416 lever with and set keys. Each

417 M.I. fisher Union 32 mm dia Each

418 M.I. fisher Union 40 mm dia Each

419 M.S. Fixed Plate Bearing MT

420 M.S. Plate / Flat Quintal

M.S. Road Sign Board / Village Name Board

421 Non-Reflective Type Each

M.S. Road Sign Board / Village Name Board

422 Reflective Type Each

423 M.S. Rocker Bearing MT

424 M.S. Roller Bearing MT

425 M.S. Sheet 1 mm thick Quintal

426 M.S. village Name Board or Junction Board Each

427 Manglore Tiles

428 Marble number Plate

429 Marble chips upto 4 mm size. Quintal

430 Marble Powder cu.m.

431 Marble Slab 18 to 20 mm sq.m.

432 Marble Slab stone 25mm thick double polished sq.m.

Marble Slab Extra for mirror finishing on marble

433 slab flooring sq.m.

Marble Slab Machine cut marble tiles 6mm thick

30cms x 15cms Mirror finish with chamfering and

434 grove back sq.m.

Marble Slab Polished granite stone 20 to 25mm

435 thick black sq.m.

Marble Slab Polished granite stone 20 to 25mm

436 thick Colour sq.m.

Marble Slab Polished marble stone (Rajnagar or

437 Makran 20mm. thick sq.m.

Marble Slab Polished marble stone Rajnagar

438 Makarana 20mm size sq.m.

Marble Slab Polished marble stone Rajnagar

439 Makarana 20mm size 180 x 60 cms. sq.m.

Marble Slab Polished marble stone Rajnagar

440 Makarana 20mm size 60 x 45 cms. sq.m.

Marble Slab Polished marble stone Rajnagar

441 Makarana 20mm size 90 x 60 cms. sq.m.

442 Marble Slab White adango 180 x 60cms. sq.m.

443 Marble Slab White adango 180x60 cms sq.m.

Marble Slab White adango 20mm thick colour grey

444 60x60 cms. sq.m.

445 Marble Slab White adango 60 x 60 cm. sq.m.

446 Marble Slab White adango 60x45 cms. sq.m.

447 Marble Slab White adango 60x45cm. sq.m.

448 Marble Slab White adango 90x6 cm. sq.m.

449 Marble Slab White adango 90x60 cms. sq.m.

450 Marble year Plate 20cm x 15cm. x 2.5cm Each

451 Marbo granite flooring tiles 8mm th. sq.m.

452 Medium shade pigment kg

453 Mild Steel Bars Quintal

454 Munj for white washing kg

455 Murrum/ binding Material cu.m.

456 Neo Prene Bearing (480 x 310 x 48 mm) Cu.Cm.

457 Nickel Plated bright finished M.S. Piano Hinges Rmt

Nickel plated finished M.S.Piano hinges Alluminium

458 19mm. width (15cm. Length ) Rmt

Nickel plated finished M.S.Piano hinges Alluminium

459 25mm. width (15cm. Length ) Rmt

Nickel plated finished M.S.Piano hinges BRASS

460 19mm. width 6 (15cm. Length ) Rmt

Nickel plated finished M.S.Piano hinges BRASS

461 25mm. width 6(15cm. Length ) Rmt

462 Nickel Plated screws 25 mm dia. sq.m.

463 Non Decorative type 25 mm thick Door Shutter sq.m.

464 Non Decorative type 35 mm thick Door Shutter sq.m.

465 Non reflective solar contact film for fixing on glass. sq.m.

466 North Light Adjustable Ridge Pair

467 Off-set 50 mm - 100 mm dia Each

468 Off-set 50 mm - 80 mm dia Each

469 Off-set 75 mm - 100 mm dia Each

470 Off-set 75 mm - 80 mm dia Each

471 Oil bound distemper kg

472 Oil of 30 No. Litre

473 Omai plast for sunk Portion EP-101 kg

474 Ordinary K.M. Stone (For NH.S.H. M.D.R) Each

Ordinary K.M. Stone Pre Cast R.C.C. Stone as per

475 Type design (For NH.S.H.M.D.R.) Each

Ordinary K.M. Stone Pre Cast R.C.C. Stone as per

476 Type design (ForO.D.R. & V.R.) Each

477 Ordinary K.M.Stone ForO.D.R. & V.R.) Each

478 P.V.C bib tap 15mm. Dia Each

479 P.V.C bib tap 20mm. Dia Each

480 P.V.C. flooring sheetP.V.C 2mm thick sq.m.

481 P.V.C. flooring sheetP.V.C. 2.5mm thick sq.m.

482 P.V.C. Nahni trap Each

483 P.V.C. Pipes 10 kgf / Sq.cm. 110 mm dia. Rmt

484 P.V.C. Pipes 10 kgf / Sq.cm. 50mm dia. Rmt

485 P.V.C. Pipes 10 kgf / Sq.cm. 75mm dia. Rmt

486 P.V.C. Pipes 10 kgf / Sq.cm. 20mm dia. Rmt

487 P.V.C. Pipes 10 kgf / Sq.cm. 25mm dia. Rmt

488 P.V.C. Pipes 10 kgf / Sq.cm. 32mm dia. Rmt

489 P.V.C. Pipes 10 kgf / Sq.cm. 40mm dia. Rmt

490 P.V.C. Pipes 6 kgf / Sq.cm. 110 mm dia. Rmt

491 P.V.C. Pipes 6 kgf / Sq.cm. 50mm dia. Rmt

492 P.V.C. Pipes 6 kgf / Sq.cm. 75mm dia. Rmt

493 P.V.C. Pipes 6 kgf / Sq.cm. 20mm dia. Rmt

494 P.V.C. Pipes 6 kgf / Sq.cm. 25mm dia. Rmt

495 P.V.C. Pipes 6 kgf / Sq.cm. 32mm dia. Rmt

496 P.V.C. Pipes 6 kgf / Sq.cm. 40mm dia. Rmt

497 Particle board sheet 12 mm thick sq.m.

498 Particle board sheet 19 mm thick sq.m.

499 Particle board sheet 25 mm thick sq.m.

500 Particle board sheet 35 mm thick sq.m.

501 Petrol Litre

502 Pillar tap 15mm dia Each

503 Pillar tap 20mm dia Each

504 Plain A.C. Sheet 6 mm thick sq.m.

505 Plain asbestos sheet 5mm thick sq.m.

506 Plain asbestos sheet 6mm thick sq.m.

507 Plain asbestos sheet 7mm thick sq.m.

508 Plain G.I. Sheet 1 mm thick Quintal

509 Plain Glass sheet 3 mm thick sq.m.

510 Plain Glass sheet 4 mm thick sq.m.

511 Planks 30 mm thick Kail or equivalent soft wood cu.dm.

512 Planks 38 mm thick Kail or equivalent soft wood cu.dm.

513 Plastic Emulsion Paint Litre

Plate glass (Table glass) 5.5 mm with all edge

514 polished . sq.m.

515 Plywood with both faces teak finished 12mm. thick sq.m.

516 Plywood with both faces teak finished 15mm. thick sq.m.

517 Plywood with both faces teak finished 18mm. thick sq.m.

518 Plywood with both faces teak finished 3mm. thick sq.m.

519 Plywood with both faces teak finished 4mm. thick sq.m.

520 Plywood with both faces teak finished 6mm. thick sq.m.

521 Plywood with both faces teak finished 8mm. thick sq.m.

Plywood designed with one side commercial and

522 other side teak finished 12mm. thick sq.m.

Plywood designed with one side commercial and

523 other side teak finished 15mm. thick sq.m.

Plywood designed with one side commercial and

524 other side teak finished 18mm. thick sq.m.

Plywood designed with one side commercial and

525 other side teak finished 6mm. thick sq.m.

Plywood designed with one side commercial and

526 other side teak finished 8mm. thick sq.m.

527 Plywood sheet (both faces commerical) 3mm. Rmt

528 Plywood sheet (both faces commerical) 4mm. Rmt

529 Plywood sheet (both faces commerical) 6mm Rmt

530 Plywood sheet 9 mm thick (Commercial) sq.m.

531 Polished Kota Stone Slab Green. 25 mm thick sq.m.

532 Polished Kota Stone Slab Green. 30 mm thick sq.m.

533 Polished Kota Stone Slab Green. 40 mm thick sq.m.

534 Pre-cast Cement concrete tiles sq.m.

535 Precast RCC Jali 100 mm thick sq.m.

536 Precast RCC Jali 25 mm thick sq.m.

537 Precast RCC Jali 40 mm thick sq.m.

538 Precast RCC Jali 50 mm thick sq.m.

539 Precast RCC Jali 75 mm thick sq.m.

540 Pre-Moulded bituminous joint Filler 12mm size. sq.m.

541 Pre-Moulded bituminous joint Filler 20mm size sq.m.

542 Pre-Moulded bituminous joint Filler 25mm size sq.m.

543 Pulleys 25 mm dia. Each

544 Pulleys 38 mm dia. Each

Putty as per ISI specification for fixing glass on

545 steel windows. kg

546 Quarry Spall. cu.m.

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

547 NP=2 150mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

548 NP=2 250mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

549 NP=2 300mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

550 NP=2 1000mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

551 NP=2 450mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

552 NP=2 500mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

553 NP=2 900mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

554 NP=2 1100mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

555 NP=2 1200mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

556 NP=2 600mm dia. Rmt

R.C.C Heavy Duty Non-Pressure pipe I.S. Class

557 NP=2 800mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

558 NP=3 300mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

559 NP=3 450mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

560 NP=3 900mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

561 NP=3 600mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

562 NP=3 800mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

563 NP=3 1100mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

564 NP=3 1200mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

565 NP=3 1400mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

566 NP=3 1600mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

567 NP=3 1800mm dia. Rmt

568 Rajula Stone Each

569 Ready mixed Red Lead Paint Litre

570 Red Flag Each

571 Residual Bitumen MT

572 RList Preventivet (Polymer Base) kg

573 RList Remover Com Primer (Polymer Base) Litre

Rolling shutter Rolling shutter having width below

Rolling shutter Rolling shutter of G.I. sheet any size

575 grill sq.m.

576 Rolling shutters having width Above 3.5 Mt. sq.m.

577 Resin (0.5kg Pkt.) kg

578 Rough Kotach stone Slab. 25 mm thick sq.m.

579 Rough Kotach stone Slab. 40 mm thick sq.m.

580 Rubber Plug Each

581 Rubble cu.m.

582 Rubble (Heavy) at not Less than 40 kg. cu.m.

583 S.W. Gulley Trap 150mm x 100 mm size. Each

584 S.W. guly trap 100 x 100 mm size Each

585 Salt natural kg

586 Sand paper 100Nos size Doz.

587 Sand paper 50 Nos. size Doz.

588 Sand paper 80Nos size Doz.

589 Screened gravel 10mm size cu.m.

590 Screened gravel 12mm size cu.m.

591 Sheet glass ordinary quality 3 mm thick sq.m.

592 Sheet glass ordinary quality 4 mm thick sq.m.

593 Sheet glass ordinary quality 5 mm thick sq.m.

594 Sheet glass ordinary quality 6 mm thick sq.m.

596 Soft Brush. Each

597 Soft brushes 100 mm size Each

598 Soft brushes 20 mm size Each

599 Soft brushes 25 mm size Each

600 Soft brushes 40 mm size Each

601 Soft brushes 50mm size Each

602 Soft brushes 75 mm size Each

603 Spirit Litre

604 Spun Yarn kg

605 Standard shoe 100 mm dia Each

606 Standard shoe 80 mm dia Each

607 Stone dust cu.m.

608 Stone Slab 100mm thickness sq.m.

609 Stone ware pipes 100mm dia. 60cm. Long Each

610 Stone ware pipes 150mm dia. 60cm. Long Each

Structual steel M.S. Channel joints Tee Gusset Plate

611 etc. Quintal

612 Synthetic Enamel Paint Litre

613 T.Iron Bracket 40 mm x 40 mm x 6 mm Quintal

614 T.M.T. Bars Fe- 415 Quintal

615 Taper G.S.W. Bend 100mm x 150mm Each

616 Terrazo tiles chequered Dark Shade 22mm thick sq.m.

617 Terrazo tiles chequered Light shade 22mm thick sq.m.

618 Terrazo tiles chequered Dark shade 28 mm thick sq.m.

619 Terrazo tiles chequered Light shade 28 mm thick sq.m.

620 Terrazo tiles Dark shade 20 mm thick sq.m.

621 Terrazo tiles Light shade 20 mm thick sq.m.

Terrazzo tiles grey cement base. Dark shade 20mm.

622 thick sq.m.

Terrazzo tiles grey cement base. Light shade 20mm.

623 thick sq.m.

Terrazzo tiles white cement base Dark shade 20mm

624 thick sq.m.

Terrazzo tiles white cement base Light shade 20mm

625 thick sq.m.

626 Thick Wire Brushes Each

627 Through & Bond Stone Each

Towel Rail Pair of C.P. Brass Brackets 60mm x

629 Turpentine Litre

630 Unscreened gravel cu.m.

631 Unslaked Lime Quintal

632 Urinal Flat Back Each

633 Urinal Ladies squatting pan Each

634 Urinal Squatting type Each

635 Urinal Stall type full size Each

636 Urinal Stall type half size Each

637 Varnish Litre

638 Vegetable black (Kajali) (0.5kg.Pkt.) Pkt.

639 Vision panel for Door Each

Vitryfied Granite tiles 8 mm to 10 m thick 24 x

640 size Dark Shade sq.m.

Vitryfied Granite tiles 8 mm to 10 m thick 36 x

642 W.C. pipe 2m long 75 mm. dia Each

643 Waste Pipe for Wash basin C.P. 32 mm dia Each

644 Waste Pipe for Wash basin C.P. 40 mm dia Each

Water proofing materials Omaiseal of Bitumen base

645 in semin-liquid form (cold applied) Litre

Water proofing materials of std. make in powder

Water proofing materials Omaiseal for filling joints

647 of C.I. Pipes . kg

Water proofing materials Omaiseal for filling joints

648 of C.I. Pipes. Epoxy base kg

649 Water Proofing Cement Paint kg

Water proofing material heasion base self finish tar

650 felt roll sq.m.

651 Water proofing materials kg

Water proofing materials of polyarethine on

652 Aromatic Base kg

Water proofing materials of polyarethine on

653 Elepantic base kg

Water proofing materials silicon baseWater

654 repellent compund Litre

655 Welding Charge Rmt

656 White Bela stone (size to be measured) No

657 White Cement MT

658 White Lime ( White washing) Quintal

659 White Paint Litre

660 White vitriour china Wash down W.C. (European) Each

661 White vitrious china 100mm 'P' or 'S' trap Each

662 White vitrious china foot rest for W.C. Pair

White vitrious China Sink 600mm x 450mm x

664 White vitrious ching W.C. sqatting pan (India type) Each

665 White vitrious ching W.C. sqatting pan Anglo Indian Each

White vitrious ching W.C. sqatting pan European

White vitrious ching W.C. sqatting pan Orrisa type

667 580 x 400 size Each

668 White Zinc powder (Zinc oxide) kg

669 White glazed tiles 15cm x 15cm x 6cm.

670 Whiting chalk kg

671 Wire Gauge Jali of 0.56 mm sq.m.

672 Wire Gauge Jali of 0.71 mm sq.m.

Wire spring grade No. 2 for Rolling Shutter

673 CM long Each

674 Wired figured glass 6.4 mm thick sq.m.

675 Wooden peg Each

676 Yellow clay (ltalian type) kg

677 Iron Angle 75 x 75 x 6mm kg

678 Iron Angle for stand & frame kg

679 Surfacing gray coat process (Board) sq.m.

680 Retro reflective process (Board) (Eng. Grade) sq.m.

681 Screen Printing / Art work process (Board) (Eng.) sq.m.

682 Packing Forwarding and Transportation (No-Leg) L.S

683 Retro reflective precess (Board) (Hi-Intensity) sq.m.

684 Alluminium Sheet 2mm Thick KGS.

685 Dozer 80 HP with attachment Hour

686 Fixing Charges cu.m.

688 Precast Concrete Blocks (1:3:6) (39 X 20 X 19 CMS)

689 Flat iron bracket with bolts nuts bitumen & G Each

690 Teak reaper Rmt

691 MS Flat iron bracket Each

692 Plastic roofing compound kg

693 Nails 50mm long kg

694 C.I rainwater pipe 75mm dia. Rmt

695 Sand rainwater pipe 75mm dia. Rmt

696 Steel Plate & Angle MT

698 Chisel Each

699 Sluge pump (Roller) Each

701 Tripod & Wirerope Set

702 Trimie pipe and Misc. Cassing Set

703 Sheathing pipe 42mm St. of 7mm Rmt

704 C.I. Pipe 100mm Dia Rmt

705 G.I. Pipe 100mm Dia Rmt

706 G.I. Pipe 50mm Dia A- Class Rmt

707 G.I. Pipe 40mm Dia A - Class Rmt

708 G.I. Coupling 50mm Dia A- Class Rmt

709 G.I. Coupling 40mm Dia A - Class Rmt

710 Hollow concrete blocks (Size 39 x 9 x 19 cms) Each

711 Hollow concrete blocks (Size 39 x 14 x 9 cms) Each

712 Hollow concrete blocks (Size 39 x 14 x 19 cms) Each

714 Water Tanker 6 kl capacity Hour

715 R.S. Joists 350 x 200 x 6 @ 56.9 kg. Quintal

716 12mm thick M.S. plate Quintal

717 16mm Dia. rivets Quintal

718 Principal rafter 100 x 100 x 10 Quintal

719 Gusset plate Quintal

720 Ties (Flat) Quintal

721 20mm holding down bolt Quintal

722 M.S. Channel Quintal

723 M.S Tee Quintal

724 Flat iron diagonal 20 x 5mm Quintal

725 Angle iron 40 x 40 x 6 Quintal

726 M.S. Angel kg

727 Alluminium section any size, powder coated kg

728 Alluminium section any size, anodized kg

729 Rubber gasket for glass beading Rmt

730 TMT Bar FE 500 D Quintal

Vitrified Granite tiles 8 mm to 10 m thick 24" x 24 "

731 size Antiskid Sqm

Vitrified Granite tiles 8 mm to 10 m thick 24" x 24 "

732 size Light Shade Sqm

733 Weather proof acrylic exterior emulsion paint Ltr

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

734 NP=4 300mm dia. Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

735 NP=4 450mm dia. Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

736 NP=4 600mm dia Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

737 NP=4 900mm dia Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

738 NP=4 1000mm dia Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

739 NP=4 1200mm dia Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

740 NP=4 1400mm dia Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

741 NP=4 1600mm dia Meter

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

742 NP=4 1800mm dia Meter

743 Glass bricks 19 x 19 x10 Cm No.

744 Glass Bricks 19 x 19 x8 Cm No.

745 Floor spring heavy duty No.

746 S.S. Stopper 60 Cm long of ASIS 304 No.

747 S.S. Stopper 30 Cm long of ASIS 304 No.

748 S.S. Stopper 20 Cm long of ASIS 304 No.

749 S.S. Aldrop 20 Cm long of ASIS 304 Grade No.

750 S.S. Aldrop 25 Cm long of ASIS 304 Grade No.

751 S.S. Aldrop 30 Cm long of ASIS 304 Grade No.

S.S. Handle for door/ window 10 Cm size of ASIS

752 304 Grade No.

753 S.S. Handle for Door 15 Cm size of ASIS 304 Grade No.

S.S. Pipe Handle for door 30 Cm size o ASIS

755 S.S. Railing pipe 50 mm x 16 G ASIS 304 Grade Rmt

S.S. Rialing Sq pipe 32x32 mm x 16G ASIS

757 S.S. Railing pipe 16 mm x 16G ASIS 304 Grade Rmt

758 C.P. Pillar cock 15 mm Heavy duty swan neck No.

759 C.P. Angle stop cock 15 mm Heavy duty with cap No.

760 C.P. Bib cock 15 mm Heavy duty with cap No.

761 Concealed cock 15 mm Heavy duty with cap No.

762 Glass 12 mm thick Sqmtr

763 Glass 10 mm thick Sqmtr

764 Glass 8 mm thick Sqmtr

765 Labour Charges half round edge for Granite Rmt

766 Labour Charges Quarter round edge for granite Rmt

767 Labour Charges edge finished for Granite Rmt

768 Labour Charges half round edge for Kota/Marble Rmt

Labour charges quarter round edge for Kota/

SS Sink Glosy ASIS 304 Grade x 1mm thick with

770 over all size 610x460 mm & bowl size 560x410x200 No.

SS Sink Glosy ASIS 304 Grade x 1mm thick with

771 over all size 510x432mm & bowl size 445x368x190 No.

SS Sink Glosy ASIS 304 Grade x 1mm thick with

772 over all size 485x410 mm & bowl size 410x365x165 No.

773 Alluminium Composite pannel 3 mm thick Sqmtr

774 Alluminium Composite Pannel 4 mm thick Sqmtr

775 Multy wall plycarbonate sheet 6 mm thick Sqmtr

776 S.S. Door / window hinges 4x1"x1" No.

777 S.S. Door / Window hinges 4x3/4"x3/4" No.

778 S.S. Door / Window hinges 3x3/4"x3/4" No.

Jet spray heavy duty with S.S. Braided hose 60 cm

780 Health Fauset Heavy duty with hook with fitting No.

781 Precast concrete block of C.C.1:3:6

782 Alluminium fixtures and fstenings. No.

783 Iron fixtures and fstenings. No.

784 35 mm thick shutters Cu.Dm.

785 Tiles size 15 cm x 15 cm (Glazed) 10 Nos.

Flat iron bracket with nuts, bolts,bitumen and G.I.

786 Washers. Each

787 M.S. flat iron bracket Each

788 Plastic proofing compound. Kg.

789 Teak reaper Meter.

790 Nails 50 mm long. Kg.

791 C.I.75 mm diameter rain water pipe Rmt.

792 Whiting cholk Kg.

793 Flatting varnish Liter

794 Insecticides. Liter

795 Aeronex powder Kg.

796 D.D.V.P. Liter

797 Heptachlor Liter

798 Melethione Liter

799 Acetone Liter

801 Galvanised M.S. Tee Each

802 Galvanised M.S. 5 mm nut. Each

A.C. rain water pipe 75 mm diameter (1.8 meter

A.C. rain water pipe 100 mm diameter (1.8 meter

805 M.S. iron bracket Each

806 G.I. inlet connection Each

807 Brass screw down stop tap 20 mm dia Each

808 Brass screw down stop tap 25 mm dia Each

809 Gun metal wheel valve (i) 15 mm diameter. Each

810 Gun metal wheel valve (i) 20 mm diameter. Each

811 Gun metal wheel valve (i) 35 mm diameter. Each

Chromium plated 20 mm diameter half turn flush

Chromium plated 25 mm diameter half turn flush

Chromium plated 32 mm diameter half turn flush

815 Cromium plated bottle trap. Each

816 Ball cock of copper 25 mm diameter Each

817 Ball cock of copper 50 mm diameter Each

818 Ball cock of abonite 25 mm diameter Each

819 Ball cock of abonite 50 mm diameter Each

820 Gully trap 100mm x 100 mm size. Each

I.S. Class NP2 Heavy duty Non- Pressure Pipe (i)

821 250 mm diameter Rmt.

822 1.80 mm thick FRP sheet Sqmtr

823 Plywood all proof ( IS 710 ) 6 mm Sqmtr

824 Plywood all proof ( IS 710 ) 8/9 mm Sqmtr

825 Plywood all proof ( IS 710 ) 12 mm Sqmtr

826 Plywood all proof ( IS 710 ) 16 mm Sqmtr

827 Plywood all proof ( IS 710 ) 18/19 mm Sqmtr

828 Laminated sheet 0.80 mm thick Sqmtr

829 Laminated sheet 1.00 mm thick Sqmtr

830 CPVC Pipe SDR 13.5 - 15 mm daimeter (1/2)" Rmt

831 CPVC Pipe SDR 13.5 - 20 mm daimeter (3/4)" Rmt

832 CPVC Pipe SDR 13.5 - 25 mm daimeter (1)" Rmt

833 CPVC Pipe SDR 13.5 - 32 mm daimeter (1 1/4)" Rmt

834 CPVC Pipe SDR 13.5 - 40 mm daimeter (1 1/2)" Rmt

835 CPVC Pipe SDR 13.5 - 50 mm daimeter Rmt

836 CPVC Pipe jointing solution 50 ml each

837 U PVC SCH40 for cold water 15 mm dia(1/2)" Rmt

838 U PVC SCH40 for cold water 20 mm dia (3/4)" Rmt

839 U PVC SCH40 for cold water 25 mm dia (1)" Rmt

840 U PVC SCH40 for cold water 32 mm dia (1 1/4)" Rmt

841 U PVC SCH40 for cold water 40 mm dia (1 1/2)" Rmt

842 U PVC SCH40 for cold water 50 mm dia (2)" Rmt

843 UPVC Pipe jointing solution 50 ml each

844 PVC SWR pipes IS 13592 for Drain - 75 mmdia Rmt

845 PVC SWR pipes IS 13592 for Drain - 90 mmdia Rmt

846 PVC SWR pipes IS 13592 for Drain - 110 mmdia Rmt

847 PVC SWR pipes IS 13592 for Drain - 160 mmdia Rmt

PVC SWR Nani Trap IS 14735 for Drain -75 mm dia

848 with jali No

PVC SWR Nani Trap IS 14735 for Drain -100 mm

849 dia with jali No

850 PVC SWR P- Trap IS 14735 for Drain -110x110 No

851 PVC SWR P- Trap IS 14735 for Drain -125x110 No

852 PVC SWR S- Trap IS 14735 for Drain -110x110 No

853 PVC SWR S- Trap IS 14735 for Drain -125x110 No

854 PVC SWR Single Y" - 75 mm dia" No

855 PVC SWR Single Y" -110 mm dia" No

856 PVC SWR Double Y" - 75 mm dia" No

857 PVC SWR Double Y" -110 mm dia" No

858 PVC SWR Single T" - 75 mm dia" No

859 PVC SWR Single T" -110 mm dia" No

860 PVC SWR Gully Trap 160 x 110 No

861 PVC SWR Single Y" - 75 mm dia With Door" No

862 PVC SWR Single Y" -110 mm dia With Door" No

863 PVC SWR Double Y" - 75 mm dia With Door" No

864 PVC SWR Double Y" -110 mm dia With Door" No

865 PVC SWR Single T" - 75 mm dia With Door" No

866 PVC SWR Single T" -110 mm dia With Door" No

867 PVC SWR Reducer 110 x 75 No

868 PVC SWR Piipe clamp 75 mm No

869 PVC SWR Piipe clamp 110 mm No

PVC SWR Piipe Bend 87.5 degree with door for

870 mm diameter No

PVC SWR Piipe Bend 87.5 degree with door for

871 mm diameter No

PVC SWR Piipe Bend 87.5 degree with door for

872 mm diameter No

873 PVC SWR WC Connector 110 mm No

874 PVC SWR LIP RING 110 X 110 No

875 PVC SWR LIP RING 110 X 125 No

876 PVC SWR Vent Cowl 75 mm dia No

877 PVC SWR Vent Cowl 110 mm dia No

878 PVC SWR Coupler 75 mm dia No

879 PVC SWR Coupler 110 mm dia No

880 PVC SWR Piipe Bend 45 degree 75 mm dia No

881 PVC SWR Piipe Bend 45 degree 110 mm dia No

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

882 -300mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

883 -450mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

884 -500mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

885 -600mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

886 -900mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

887 -1000mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

888 -1200mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=3 casted by Vertically Vibrated Technology

889 -1400mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

890 -300mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

891 -450mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

892 -500mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

893 -600mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

894 -900mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

895 -1000mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

896 -1200mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class

NP=4 casted by Vertically Vibrated Technology

897 -1400mm dia. Rmt

Vitryfied tiles 8 mm to 10 m thick 600 X600 MM

898 size Light shed sq.m.

899 Anodised to Alluminium section kg

900 Darkshed pigment kg

901 Belt clamp 80mm Each

902 Belt clamp 100mm Each

903 Off-set 75 mm - 80 mm dia Each

904 G.S.W. bend 150 mm Each

Anodised Aluminum Butt hinges 75 mm x63 mm x

R.C.C Heavy Duty Non-Pressure pipe I.S.Class

906 NP=2 750mm dia. Rmt

R.C.C Heavy Duty Non-Pressure Pipe I.S.Class

907 NP=3 900mm dia. Rmt

908 Brick bats 20mm cu.m.

910 Heptachlor Litre

911 Melethione Litre

912 Acetone Litre

913 Pre-Moulded Asphalt joint Filler 20mm size Rmt

100 mm thick SIL FLEX (Capcell HD 100)

914 expansion joint filler board in sheet foam sqm

Hydrocell XL semi rigid UV resistance high

performance laminated closed cell polythene foam

915 joint filler in sheet foam sqm

916 Expansion joint sealing System on 100 mm Wide sqm

Polysulphide material density of material

918 PU foam expancell. Rmt

919 4mm thick exterior composite panel sqm

Anodized Alluminium Groove member For top fix

920 glass. Sec:4431 Kg

Powder coated Alluminium Groove member For top

921 fix glass.Sec:4431 Kg

Anodized Alluminium Horizontal four track Section

Powder coated Alluminium Horizontal four track

Anodized Alluminium Horizontal Shutter Section

Anodized Alluminium Horizontal three track Section

:92mm x 31.75mm x 1.30mm (of Jindal Section

Powder coated Alluminium Horizontal three track

Section :92mm x 31.75mm x 1.30mm (of Jindal

926 Section no:8688,@ Wt. 1.07 Kg/mt) Kg

Anodized Alluminium Horizontal Two track Section

Powder coated Alluminium Horizontal Two track

Anodized Alluminium Vertical four track Section

Powder coated Alluminium Vertical four track

Anodized Alluminium Vertical Shutter Section

Powder coated Alluminium Vertical Shutter Section

Anodized Alluminium Vertical Shutter Section

Powder coated Alluminium Vertical Shutter Section

Anodized Alluminium Vertical three track Section

:92mm x 31.75mm x 1.50mm (of Jindal Section

Powder coated Alluminium Vertical three track

Section :92mm x 31.75mm x 1.50mm (of Jindal

936 Section no:8933,@ Wt. 1.06 Kg/mt) Kg

Anodized Alluminium Vertical Shutter Section

Powder coated Alluminium Vertical Shutter Section

Anodized Alluminium Vertical Two track Section

Powder coated Alluminium Vertical Two track

Anodized Aluminium , Section :2443, 127.00 x

Powder coated Alluminium Section :2443, 127.00 x

Anodized Alluminium 95mm x 24mm x 1.17mm (of

943 Jindal Section no:2459 @ wt.of 0.738Kg/mt) Kg

Powder coated Alluminium 95mm x 24mm x

1.17mm (of Jindal Section no:2459 @ wt.of

Anodized Alluminium Section 63.50 x 38.10 x

Powder coated Alluminium Section 63.50 x 38.10 x

Beading clips Size 19.00 x 17.30 x 0.90 mm @ Wt.

948 Pre-cast kerb block M250 Grade Rmt.

949 Paver block M200 Grade 60mm Thick sqm

950 Paver block M250 Grade 60mm Thick sqm

951 Glzed tiles piece wastege. sqm

952 Polycarbonate multi wall Roofing sheet sqm

Hardware material hilti screw and rubber silicon

953 sealer and alluminium strip of size 50 x 3 mm sqm

954 Birla or Asian acrylic lapy ( putty) sqm

955 wall primer of approved brand sqm

956 PVC water tank litre

957 Plasticizer 300 ml of 50 kg cement liter

958 Sunext 8 (3 coat) sqmr.

1. 12 mm thick CAPCELL HD - 100 pre-moulded

959 compressible filler board sqm

1. 20 mm thick CAPCELL HD - 100 pre-moulded

960 compressible filler board sqm

1. 40 mm thick CAPCELL HD - 100 pre-moulded

961 compressible filler board sqm

1. 12mm x 10 mm sealant for 12 mm thick

962 pre-moulded compressible filler board kg

1. 20mm x 10 mm sealant for 20 mm thick

963 pre-moulded compressible filler board kg

Aerated light weight concrete block 600 x 200 x

964 200 mm Nos.

965 1. 15 mm diametre backup rod m

966 1. 20 mm diametre backup rod m

967 1. 30 mm diametre backup rod m

968 1. 50 mm diametre backup rod m

969 1. 60 mm diametre backup rod m

PPGI Sheet ( 0.5 mm Thk) (100+100+10 wt. of

970 0.82425 per no.) Nos.

PPGI Sheet ( 0.5 mm Thk) (150+150+10 wt. of

971 1.21675 per no.) Nos.

1. 15 mm diameter CPVC (SDR 13.5) PIPE with

972 fittings like lbow, tee Meter

973 1. 20 mm diameter CPVC (SDR 13.5) PIPE Meter

974 1. 25 mm diameter CPVC (SDR 13.5) PIPE Meter

975 1. 32 mm diameter CPVC (SDR 13.5) PIPE Meter

976 1. 40 mm diameter CPVC (SDR 13.5) PIPE Meter

977 1. 50 mm diameter CPVC (SDR 13.5) PIPE Meter

15mm dia. U.P.V.C. Pipe ( ( SCH- 40) length =

25mm dia. U.P.V.C. Pipe ( ( SCH- 40) length =

32mm dia. U.P.V.C. Pipe ( ( SCH- 40) length =

40mm dia. U.P.V.C. Pipe ( ( SCH- 40) length =

50mm dia. U.P.V.C. Pipe ( ( SCH- 40) length =

983 Clamps including Nails Nos

984 Solution 50 ml adhesive solvent Nos

985 3. Clamps No.

986 4. Solution No.

987 1. 160 dia UPVC pipe Rmt

989 5. Jani Hails ml

30mm thick PUF Insulated continuous sandwich

panels ( 0.5 mm thick pre coated GI sheet on both

side of Polyurethane foam with external face being

990 corrugated) Sqm

30mm thick PUF Insulated continuous sandwich

panels( 0.35 mm thick pre coated GI sheet on both

side of Polyurethane foam with external face being

991 corrugated) Sqm

50mm thick PUF Insulated continuous sandwich

panels( 0.50 mm thick pre coated GI sheet on both

992 side of Polyurethane foam with external face being Sqm

50mm thick PUF Insulated continuous sandwich

panels( 0.35 mm thick pre coated GI sheet on both

side of Polyurethane foam with external face being

993 corrugated) Sqm

40mm thick PUF Insulated continuous sandwich

panels( 0.5 mm thick pre coated GI sheet on both

side of Polyurethane foam with external face being

994 corrugated) Sqm

40mm thick PUF Insulated continuous sandwich

panels( 0.35 mm thick pre coated GI sheet on both

side of Polyurethane foam with external face being

995 corrugated) Sqm

997 8mm Plate (122 X 61mm) Kg

998 8mm Plate (300 x 300) Kg

999 8mm Plate (100 x 75) Kg

1000 8mm Plate (110 x 70) Kg

1001 PPGI Sheet 52mm x 30mm ( 0.5 mm Thk) Nos.

Machineing Charge for making continous Profiling

1002 for PPGI Sheet 52mm x 30mm ( 0.5 mm Thk) Rmt

Machineing Charge for making continous Profiling

1003 PPGI Sheet 42mm x 30mm ( 0.5 mm Thk) Rmt

1004 PPGI Sheet 42mm x 30mm ( 0.5 mm Thk) Nos.

1005 PPGI Sheet 1000mm x 600mm ( 0.5 mm Thk) Nos.

1006 PPGI Sheet 1000mm x 600mm ( 0.5 mm Thk) Nos.

Machineing Charge for making continous Profiling

1007 PPGI Sheet 1000mm x 600mm ( 0.5 mm Thk) Rmt

PPGI Sheet End Cap for 30mm thick panel ( 0.5 mm

PPGI Sheet End Cap for 40mm thick panel ( 0.5 mm

PPGI Sheet Corner Angle 25x25 for Various

1010 Flashing ( 0.5 mm Thk) Nos.

PPGI Sheet Corner Angle 50x50 for Various

1011 Flashing ( 0.5 mm Thk) Nos.

PPGI Sheet Corner Angle 100x100 for Various

1012 Flashing ( 0.5 mm Thk) Nos.

PPGI Sheet Corner Angle 150x150 for Various

1013 Flashing ( 0.5 mm Thk) Nos.

1014 Silane Nanotechnology Kg

1015 Acrylic copolymer Kg

1017 Water tanker with pressure distributor/sprayer hrs

Silane Nanotechnology (for bitumen emulsion

1018 application) Kg

BT Metal 25 to 40 MM & Aggregate 13.2 and down

1019 chips & SD including conveyence Cum

1020 Silane Nanotechnology Z Kg

Light weight Calcium Silicate tegular edged

595X595 Modular Acoustical celling tiles with

1021 mm Thick Densified edges including 5% wastage Sqm

Galvanized Steel main Tee ceiling section Size

1022 24x38x0.33mm (3 metre long) Each

Galvanized Steel perimeter wall Angle Size 24 x

1023 x 0.40 mm (3.00 metre long) Each

Galvanized Steel intermediate cross T section Size

1024 24 x 28 x 0.30 mm ( 1.2 metre long) Each

Galvanized Steel intermediate cross T section Size

1025 24 x 28 x 0.30 ( 0.6 metre long) Each

1026 Hanger rod 4mm thick Each

1027 Level Adjustment clip Size 85x30x0.8 mm Each

1028 Dash fastener 12.5 mm dia 50 mm long Each

1029 Soffit cleat 25mmx35mmx1.60mm Each

Wooden screws with plastic rawl plugs 35mm x

1031 Labour charges - Bandhani Each

1032 Labour charges - Bhisti Each

1033 Labour charges - Blacksmith 1st Class Each

1034 Labour charges - Blacksmith 2nd Class Each

1035 Labour charges - Breaker Each

1036 Labour charges - Bullock with Driver to Mortar Mill Each

1037 Labour charges - Carpentar 1st Class Each

1038 Labour charges - Carpentar 2nd Class Each

1039 Labour charges - Chowkidar Each

1040 Labour charges - Compressar Operator Each

1041 Labour charges - Crane operator with Helper Each

1042 Labour charges - Excavator Each

1043 Labour charges - Extra labar sinking and chisselling Each

1044 Labour charges - Fitter Each

1045 Labour charges - Glazier Each

1046 Labour charges - Handcart with Mazdoor Each

1047 Labour charges - Hole Driller Each

1048 Labour charges - Mason 1st Class Each

1049 Labour charges - Mason 2nd Class Each

1050 Labour charges - Mate Each

1051 Labour charges - Mazdoor (Female) Each

1052 Labour charges - Mazdoor (Male) Each

1053 Labour charges - Mistry Each

1054 Labour charges - Painter Each

1055 Labour charges - Plumber (Fitter) Each

1056 Labour charges - Plumber(Fitter)Assist Each

1057 Labour charges - Polisher Each

1058 Labour charges - Spraymen Each

1059 Labour charges - Supervision for Machinery Each

1060 Labour charges - Welder Each

1061 Labour charges - White Washer Each

1062 Labour charges - Winch Operator Each

Labour for Applying Two Coat of Preventitive

1063 Coating on Steel per day (Painter) Days

Labour for Removing (Descaling) Rust & Applying

1064 one coat per day (Semi Skilled) Days

1065 Semi Skill helper days

1066 Unskilled Labour days

1067 Labour charges - Mazdoor with Hand Cart each

1068 helper days

1069 Labour charges Beldar Each

1070 Labour charges - Chiseller (Semi Skilled) Each

1071 Applicating Operator No.

1073 Cariage of GSW pipe lead 100mm (upto 10 ton) Rmt

Cariage of GSW pipe lead 100mm (more than

1075 Cariage of GSW pipe lead 125mm (upto 10 ton) Rmt

Cariage of GSW pipe lead 125mm (more than

1077 Cariage of GSW pipe lead 150mm (upto 10 ton) Rmt

Cariage of GSW pipe lead 150mm (more than

1079 Cariage of GSW pipe lead 200mm (upto 10 ton) Rmt

Cariage of GSW pipe lead 200mm (more than

1081 Cariage of RCC pipe lead 250mm (upto 10 ton) Rmt

1082 Cariage of RCC pipe lead 250mm (more than 10 ton) Rmt

1083 Cariage of RCC pipe lead 300mm (upto 10 ton) Rmt

1084 Cariage of RCC pipe lead 300mm (more than 10 ton) Rmt

Cariage of RCC pipe lead 350 to 400 mm (upto

Cariage of RCC pipe lead 350 to 400 mm (more

1086 than 10 ton) Rmt

Cariage of RCC pipe lead 450 to 500 mm (upto

Cariage of RCC pipe lead 450 to 500 mm (more

1088 than 10 ton) Rmt

Cariage of RCC pipe lead 600 700 & 750 mm (upto

1089 10 ton) Rmt

Cariage of RCC pipe lead 600 700 & 750 mm (more

1090 than 10 ton) Rmt

Cariage of RCC pipe lead 900 to 1200mm (upto

Cariage of RCC pipe lead 900 to 1200mm (more

1092 than 10 ton) Rmt

1093 Carriage Hoops Iron (upto 10 ton) MT

1094 Carriage Hoops Iron (more than 10 ton) MT

1095 Carriage of Asbestos Sheet (upto 10 ton) MT

1096 Carriage of Asbestos Sheet (more than 10 ton) MT

1097 Carriage of Bitumen (upto 10 ton) MT

1098 Carriage of Bitumen (more than 10 ton) MT

1099 Carriage of Bricks (upto 10 ton)

1100 Carriage of Bricks (more than 10 ton)

1101 Carriage of brick bats chhara (upto 10 ton) cu.m.

1102 Carriage of brick bats chhara (more than 10 ton) cu.m.

1103 Carriage of Brick aggregate 40mm size (upto 10 ton) cu.m.

Carriage of Brick aggregate 40mm size (more than

1104 10 ton) cu.m.

1105 Carriage of C.I. Grating (upto 10 ton) Each

1106 Carriage of C.I. Grating (more than 10 ton) Each

1107 Carriage of chips agg. (upto 10 ton) cu.m.

1108 Carriage of chips agg. (more than 10 ton) cu.m.

1109 Carriage of Cement (upto 10 ton) MT

1110 Carriage of Cement (more than 10 ton) MT

1111 Carriage of CI cover and frame (upto 10 ton) Each

1112 Carriage of CI cover and frame (more than 10 ton) Each

1113 Carriage of CI cover without frame (upto 10 ton) each

Carriage of CI cover without frame (more than

1115 Carriage of Coarse Sand (upto 10 ton) cu.m.

1116 Carriage of Coarse Sand (more than 10 ton) cu.m.

Carriage of concrete block (39cm x 20cm x 19cm)

Carriage of concrete block (39cm x 20cm x 19cm)

(more than 10 ton)

1119 Carriage of Earth. 0.5km. (upto 10 ton) cu.m.

1120 Carriage of Earth. 0.5km. (more than 10 ton) cu.m.

1121 Carriage of Earth. 1km. (upto 10 ton) cu.m.

1122 Carriage of Earth. 1km. (more than 10 ton) cu.m.

1123 Carriage of Earth. 2km. (upto 10 ton) cu.m.

1124 Carriage of Earth. 2km. (more than 10 ton) cu.m.

1125 Carriage of Earth. 3km. (upto 10 ton) cu.m.

1126 Carriage of Earth. 3km. (more than 10 ton) cu.m.

1127 Carriage of Fine Sand (upto 10 ton) cu.m.

1128 Carriage of Fine Sand (more than 10 ton) cu.m.

1129 Carriage of Marble (upto 10 ton) cu.m.

1130 Carriage of Marble (more than 10 ton) cu.m.

1131 Carriage of Marble Chips (upto 10 ton) cu.m.

1132 Carriage of Marble Chips (more than 10 ton) cu.m.

1133 Carriage of Murrum (upto 10 ton) cu.m.

1134 Carriage of Murrum (more than 10 ton) cu.m.

1135 Carriage of Rubble (upto 10 ton) cu.m.

1136 Carriage of Rubble (more than 10 ton) cu.m.

1137 Carriage of Precast slabs (concrete) (upto 10 ton) cu.m.

Carriage of Precast slabs (concrete) (more than

1138 ton) cu.m.

1139 Carriage of Quarry Spall (upto 10 ton) cu.m.

1140 Carriage of Quarry Spall (more than 10 ton) cu.m.

1141 Carriage of Steam Coal (upto 10 ton) MT

1142 Carriage of Steam Coal (more than 10 ton) MT

1143 Carriage of Steel (upto 10 ton) MT

1144 Carriage of Steel (more than 10 ton) MT

Carriage of Hand Broken Stone agg. 40 to 63mm

1145 (upto 10 ton) cu.m.

Carriage of Hand Broken Stone agg. 40 to 63mm

1146 (more than 10 ton) cu.m.

1147 Carriage of Brick agg. 20mm size (upto 10 ton) cu.m.

1148 Carriage of Brick agg. 20mm size (more than 10 ton) cu.m.

Carriage of Stone Aggregate 20mm size (upto

1149 ton) cu.m.

Carriage of Stone Aggregate 20mm size (more than

1150 10 ton) cu.m.

Carriage of Stone Aggregate 40mm size (upto

1151 ton) cu.m.

Carriage of Stone Aggregate 40mm size (more than

1152 10 ton) cu.m.

1153 Carriage of tiles (upto 10 ton)

1154 Carriage of tiles (more than 10 ton)

1155 Carriage of Timber (upto 10 ton) cu.m.

1156 Carriage of Timber (more than 10 ton) cu.m.

1157 Carriage of Unslaked Lime (upto 10 ton) cu.m.

1158 Carriage of Unslaked Lime (more than 10 ton) cu.m.

1159 Carriage Of Tube Tonne

Carriage of Galvenized MS Tubes upto 50mm dia

1160 (upto 10 ton) Each

Carriage of Galvenized MS Tubes upto 50mm dia

1161 (more than 10 ton) Each

1162 Carriage of sheets GI/MS (upto 10 ton) MT

1163 Carriage of sheets GI/MS (more than 10 ton) MT

1164 Carriage of Stone Aggregate 6mm size (upto 10 ton) cu.m.

Carriage of Stone Aggregate 6mm size (more than

1165 10 ton) cu.m.

1166 Carriage of Stone (upto 10 ton) cu.m.

1167 Carriage of Stone (more than 10 ton) cu.m.

1168 Carraige of concrete panels Cmt.

1169 Hire Charges for Bitiminious filter oil Fire Hour

1170 Hire Charges for Bitiminious Mixer Hour

1171 Hire Charges for Boiler Hour

1172 Hire Charges for Pneumatic Road Roller Hr

1173 Hire Charges for Tendon Road Roller Hour

1174 Hire charges for Comprssor

1175 Hire charges for Crane Hr

1176 Hire Charges for Mech. Mixer ( Extra Cost) L.S

1177 Hire Charges for Mech. Mortar mill L.S

Hire charges for penumetic drill & Pavement

1178 bracker Hr

1179 Hire charges for road Roller

1180 Hire charges for vibrator L.S

1181 Hire Charges for Vibratory Road Roller Hour

1182 Hire charges of required pilling Machineries Hour

1183 Hire charges of surface Vibrator Each

Hydraulic Excavator 1 cum bucket capacity @

1184 cum per hour hour

1185 Tipper 10 tonne capacity tonne

1186 Dozer 80 HP for spreading @ 200 cum per hour hour

1187 Motor grader for grading @ 100 cum per hour hour

1188 Vibratory roller 8 - 10 tonnes @ 100 cum per hour hour

1189 Hire Charges of drilling machine Days

1190 Tractor with rotovator hrs

1191 Bitumen emulsion pressure distributor days

1192 Excavator Pile Driving Day

1193 Core Drill Rmt.

1194 Impact Drill and Hand Socket Day

1195 Wrench Day

1196 Scissor Jack Day

1197 Rail Cutting Day

1198 Zinc Coating LS

1199 Diesel Generator Day

Truck (Considering 1 Truck for 20 days @ Rs.5000

1200 Per Day) Day

Tractor Trolley (Considering 1 Tractor Trolley for

1201 20 Days (8 Hours per Day Rs.245 per Hour) Day

Design of the structure using specialised steel

1202 framing software Kg.

1203 Computerised Profile Marking Machine Hrs

1204 Pre heat boiler Hrs

Extra for 40mm thick shutters instead of 35mm

1206 Less for 25mm thick shutters instead of 35mm thick L.S

1207 Extra for Labour Charges for Hot Mix Plant L.S

1208 Extra for Carriage of Stone L.S

1209 Extra for Scaffolding L.S

1210 Extra for Blasting Powder L.S

1211 Extra Labour for Sinking And Chiselling L.S

Extra for knetledge block of CC 1:3:6 and labour for

1212 loading L.S

1213 Extra for Cover blocks L.S

Extra for Labour charges for cutting, Bending and

1214 welding L.S

1215 Extra for controlled Concrete L.S

1216 Extra cost of centering and shuttering L.S

1217 Extra Cost of Hire Charges for Mech. Mixer L.S

1218 Extra for Cement Mortar 1:3 for Mixing L.S

Extra for Carriage of Panels, shuters, particle board

1220 Extra for M.S. Plate / Flat L.S

1221 Extra cost of rivet fixing, hook and wahser etc. L.S

1222 Extra for RCC precast jali 50mm thick L.S

Carriage of material etc. 89647,5300,55 Rawl,9800

1223 1st class carpen,5600 L.S

1224 Labour charges for light fitting & diffusers L.S

1225 Labour Charges for filling Rock Wool L.S

Labour Charges for Installation of Vapour Breather

1226 Membrane L.S

Wastage and overlapping of the thermal bubble

1227 insulation L.S

Transporation of thermal bubble insulation from

1228 factory to site including loading / unloading L.S

1229 Labour Charges for fixing thermal bubble insulation L.S

Labour Charges for fixing 12mm thick Cement

1231 Conveyance charge 5 km lead L.S

Lime Mortar 1:1 (1-lime putty/ Equivalent dry Hydrated

1232 Lime : 1-Fine sand) cu.m

Lime Mortar 1:2 (1-lime putty/ Equivalent dry Hydrated

1233 Lime : 2-Fine sand) cu.m

Lime Mortar 1:3 (1-lime putty/Equivalent dry Hydrated

1234 Lime : 3 - Fine sand) cu.m

Lime Mortar 1:1.5 (1-lime putty/ Equivalent dry

1235 Hydrated Lime : 1.5 Fine sand) cu.m

1236 Cement Mortar 1:1 (1-Cement: 1- fine sand) cu.m

1237 Cement Mortar 1:2(1-Cement: 2-fine sand) cu.m

1238 Cement Mortar 1:3(1-Cement: 3- fine sand ) cu.m

1239 Cement Mortar 1:4(1-Cement: 4- fine sand ) cu.m

1240 Cement Mortar 1:5(1-Cement: 5- fine sand ) cu.m

1241 Cement Mortar 1:6(1-Cement: 6- fine sand ) cu.m

1242 Cement Mortar 1:3 (1-Cement: 3 - coarse sand) cu.m

1243 Cement Mortar 1:4 (1-Cement: 4 - coarse sand) cu.m

1244 Cement Mortar 1:5 (1-Cement: 5 - coarse sand) cu.m

1245 Cement Mortar 1:6 (1-Cement: 6 - coarse sand) cu.m

1246 Cement Mortar 1:8 (1-Cement: 8 - fine sand) cu.m

Lime Mortat 1:1.5 (1- Lime putty / Equivalent dry

1247 hydrated Lime:1.5 coarse sand) cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

1248 Loose or soft soil cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

1249 Dense or Hard soil cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

1250 Hard Murrum cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(D)

1251 Soft rock not requiring Blasting cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(E)

1252 Hard Rock cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1253 lead.(A) Loose or soft soil cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1254 lead.(B) Dense or Hard soil cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1255 lead.(C) Hard Murrum cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

1256 and disposing off the excavated stuff upto 50 Meter lead. cu.m

(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1257 lead.(E) Hard Rock cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1258 lead.(A) Loose or soft soil cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1259 lead.(B) Dense or Hard soil cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 Meter

1260 lead.(C) Hard Murrum cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1261 lead.(D) Soft rock not requiring Blasting cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1262 lead.(E) Hard Rock cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

1263 excavated stuff upto 50 m lead.(A) Loose or soft soil cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing off the

1264 excavated stuff upto 50 m lead.(B) Dense or Hard soil cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

1265 excavated stuff upto 50 m lead.(C) Hard Murrum cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing off the

1266 excavated stuff upto 50 m lead.(D) Soft rock not require cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

1267 excavated stuff upto 50 m lead.(E) Hard Rock cu.m

Add extra for Disposing off the excavated stuff of above

1268 items for lead of (A) 50 m to 100 m cu.m

Add extra for Disposing off the excavated stuff of above

1269 items for lead of (B) 100 m to 200 m cu.m

Add extra for Disposing off the excavated stuff of above

1270 items for lead of (C) 200 m to 300 m cu.m

Add extra for Disposing off the excavated stuff of above

1271 items for lead of (D) 300 m to 400 m cu.m

Add extra for Disposing off the excavated stuff of above

1272 items for lead of (E) 400 to 500 m cu.m

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

1273 layer by ramming and watering. cu.m

Filling in plinth with sand under floors including

1274 watering ramming, consolidating and dressing complete cu.m

Filling in foundation and plinth with murrum or selected

soil in layers of 20cm. thickness including watering,

1275 ramming and consolidating etc. complete. cu.m

Filling in foundation and plinth with brick Bats Chhara in

layers of 20cm. thickness including watering, remming

1276 and consolidating etc. complete. cu.m

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

excavated soil as directed within a lead of 50 Meter for

1277 following diameter of pipes.(i)200 mm Each

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

1278 excavated soil as directed within a lead of 50 Meter for Each

following diameter of pipes.(ii) 250 mm

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

excavated soil as directed within a lead of 50 Meter for

1279 following diameter of pipes.(iii) 300 mm Each

Extra for under reaming inside the bore Holes for under

1280 reamed piles of following Diameter.(i) 200 mm Each

Extra for under reaming inside the bore Holes for under

1281 reamed piles of following Diameter.(ii) 250 mm Each

Extra for under reaming inside the bore Holes for under

1282 reamed piles of following Diameter.(iii) 300 mm Each

Add to or deduct from the rate for Bore Holes of 3.5 m

Depth, if bore holes are made deeper or shallower than

1283 3.5M. for Piles of following diameter.(i) 200 mm Each

Add to or deduct from the rate for Bore Holes of 3.5 m

Depth, if bore holes are made deeper or shallower than

1284 3.5M. for Piles of following diameter.(ii) 250 mm Each

Add to or deduct from the rate for Bore Holes of 3.5 m

Depth, if bore holes are made deeper or shallower than

1285 3.5M. for Piles of following diameter.(iii) 300 mm Each

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

1286 Loose or soft soil cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

1287 Dense or Hard soil cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

1288 Hard Murrum cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(D)

1289 Soft rock not requiring Blasting cu.m

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(E)

1290 Hard Rock cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1291 lead.(A) Loose or soft soil cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1292 lead.(B) Dense or Hard soil cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1293 lead.(C) Hard Murrum cu.m

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

1294 and disposing off the excavated stuff upto 50 Meter lead. cu.m

(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1295 lead.(E) Hard Rock cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1296 lead.(A) Loose or soft soil cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1297 lead.(B) Dense or Hard soil cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 Meter

1298 lead.(C) Hard Murrum cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

1299 lead.(D) Soft rock not requiring Blasting cu.m

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

1300 and disposing off the excavated stuff upto 50 Meter cu.m

lead.(E) Hard Rock

Providing and laying in foundation and plinth / under

floors lime concrete with hand broken stone aggregates

40mm nominal size and 40% mortar comprising of

1301 1-Lime putty : 2-Fine sand and curing complete cu.m

excluding cost of formwork.

Providing and laying in foundation and plinth / under

floors lime concrete with graded brick aggregates

mm nominal size and 40% mortar comprising of

1-Limeputty : 2-Fine sand and curing completeexcluding

1302 cost of formwork.

Providing and laying cement concrete 1:3:6 (1-Cement :

3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

1303 formwork in (A) Foundation and Plinth cu.m

Providing and laying cement concrete 1:4:8 (1- Cement :

4- coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

1304 formwork in (A) Foundation and Plinth cu.m

Providing and laying cement concrete 1:3:6 (1- Cement :

3- Coarse sand : 6- crushed stone aggregates 20 mm

nominal size) and curing complete including cost of

1305 formwork in (A) Wall Caps / Coping cu.m

Providing and laying cement concrete 1:5:10 (1- Cement

: 5- Coarse sand : 10- hand broken stone aggregates

mm nominal size) and curing complete excluding cost of

1306 formwork in (A) Foundation and Plinth cu.m

Providing and laying cement concrete 1:3:6 (1- Cement :

3- Coarse sand : 6- Graded brick bat aggregate 40mm

normal size) and curing complete excluding cost of

1307 formwork in (A) Foundation and Plinth cu.m

Providing and laying cement concrete 1:4:8 (1- Cement :

4- Coarse sand : 8- Graded Brick bats aggregate 40mm

normal size) and curing complete excluding cost of

1308 formwork in (A) Foundation and Plinth cu.m

Providing and laying cement concrete 1:5:10 (1- Cement

: 5- fine sand : 10- graded brick bat aggregates 40mm

1309 nominal size) and curing complete excluding cost of cu.m

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:2:4 (1- Cement :

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

1310 formwork in (A) Foundation and Plinth cu.m

Providing and laying cement concrete 1:2:4 (1- Cement :

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (B)Independent piers, columns, and pillars,

1311 upto floor two level

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete

1312 work in (A) Foundations, footings, Base or columns and cu.m

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete

1313 work in (B) Slabs, landing, shelves, Balconis , Lintels, cu.m

Beams, Girders and Cantilever upto floor two level.

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete

1314 work in (D) Columns, Pillars posts and struts upto floor cu.m

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete

1315 work in (E)Staircases excluding landing upto floor two cu.m

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

1316 formwork and reinforcement for reinforced concrete cu.m

work in (K)Vertical and Horizontial its upto floor two

Providing and laying cement concrete 1:2:4 (1- Cement :

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) for reinforced concrete Chhajjas not

exceeding 10cm. thickness upto floor two level including

finishing the exposed surfaces with cement mortar 1:3

1317 (1-cement, 3 Fine sand) to give a smooth and even cu.m

surface centering and formwork and curing complete

excluding cost of reinforcement.

Providing Mild Steel reinfircement for R.C.C. work

including bending binding, and placing in position

complete upto floor two level.

Providing H.Y.S.D. Bar reinforcement for R.C.C. work

including bending, binding and placing in position

complete upto floor two level

Providing TMT Bar FE 415 reinforcement for R.C.C.

work including bending, binding and placing in position

complete upto floor two level

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in position

complete upto floor two level

Providing TMT Bar FE 550D reinforcement for R.C.C.

work including bending, binding and placing in position

complete upto floor two level

Extra for additional lift of concrete for all R.C.C. work

1323 above floor two level excluding cost of reinforcment cu.m

Extra for additional lift of reinforcing steel for all R.C.C.

1324 work above floor two level. kg

Deduct for omiting in R.C.C. work smooth finishing of

the exposed surface with cement mortar 1:3 (1-Cement :

Providing throating or plaster drip and moulding to

1326 R.C.C. Chhajja. Rmt

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand :

4-graded stone aggregate 6mm nominal size) reinforced

1327 with 1.6 mm dia. Mild steel wire including Sqm

roughening,cleaning, fixing and finishing in cement

mortar 1:3 and curing complete. (A) 50mm thick

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand :

4-graded stone aggregate 6mm nominal size) reinforced

with 1.6 mm dia. Mild steel wire including

1328 roughening,cleaning, fixing and finishing in cement Sqm

mortar 1:3 and curing complete. (B) 40mm thick

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand :

4-graded stone aggregate 6mm nominal size) reinforced

with 1.6 mm dia. Mild steel wire including

1329 roughening,cleaning, fixing and finishing in cement Sqm

mortar 1:3 and curing complete. (C) 25mm thick

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand :

4-graded stone aggregate 6mm nominal size) reinforced

with 1.6 mm dia. Mild steel wire including

1330 roughening,cleaning, fixing and finishing in cement Sqm

mortar 1:3 and curing complete. (D) 75mm thick

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand :

4-graded stone aggregate 6mm nominal size) reinforced

with 1.6 mm dia. Mild steel wire including

1331 roughening,cleaning, fixing and finishing in cement Sqm

mortar 1:3 and curing complete.(E) 100mm thick

Extra for additional lift for providing and fixing in

1332 position precast R.C.C. units above floor two level Sqm

Providing and laying damp proof course 25mm thick

cement concrete 1:2:4 (1-Cement : 2 coarse sand :

stone aggregate 10 mm nominal size) and curing

1333 complete Sqm

Extra for providing and mixing water proofing material

1334 in Cement concrete in mix proportion recommended by

the manufacturers.

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A)

1335 Foundations, footings,Base of columns and Mass cu.m

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (B) Walls,

1336 from top of foundation level upto floor two level cu.m

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

1337 Cantilever upto floor two level

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (D)

1338 Columns, Pillars posts and struts upto floor two level. cu.m

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (E)

1339 Staircases excluding landing upto floor two level cu.m

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (K)

1340 Vertical and Horizontial its upto floor two level. cu.m

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (B) Walls,

1342 from top of foundation level upto floor two level cu.m

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams, Girders

1343 and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D)

1344 Columns, Pillars posts and struts upto floor two level. cu.m

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

1345 reinforcement for reinforced concrete work in (E) cu.m

Staircases excluding landing upto floor two level

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (K)

1346 Vertical and Horizontial its upto floor two level. cu.m

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (B) Walls,

1348 from top of foundation level upto floor two level cu.m

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams, Girders

1349 and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D)

1350 Columns, Pillars posts and struts, upto floor two level. cu.m

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding

1351 the cost of reinforsement for R.C.C work in (i) Slabs upto cu.m

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding

1352 the cost of reinforsement for R.C.C work in (ii) Slabs cu.m

having more than 8 cm and upto 10 cm.thickness

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing etc.

1353 complete including the cost of formwork but excluding cu.m

the cost of reinforsement for R.C.C work in (iii) Slabs

having more than 10 cm and upto 13 cm. thickness

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding

1354 the cost of reinforsement for R.C.C work in (iv) Slabs cu.m

having more than 13 cm and upto 15 cm.thickness

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (i) Slabs upto 8cm

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (ii) Slabs having more

1356 than 8 cm and upto 10 cm.thickness

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (iii) Slabs having more

1357 than 10 cm and upto 13 cm. thickness

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (iv) Slabs having more

1358 than 13 cm and upto 15 cm.thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) exposed work with curing etc.

complete including the cost of formwork but excluding

1359 the cost of reinforsement for R.C.C work in (i) Slabs upto cu.m

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) exposed work with curing etc.

complete including the cost of formwork but excluding

1360 the cost of reinforsement for R.C.C work in (ii) Slabs cu.m

having more than 8 cm and upto 10 cm.thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) exposed work with curing etc.

1361 complete including the cost of formwork but excluding cu.m

the cost of reinforsement for R.C.C work in (iii) Slabs

having more than 10 cm and upto 13 cm. thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) exposed work with curing etc.

complete including the cost of formwork but excluding

1362 the cost of reinforsement for R.C.C work in (iv) Slabs cu.m

having more than 13 cm and upto 15 cm.thickness

Providing and laying controlled cement concrete M.150

and exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (i) Slabs upto 8cm

Providing and laying controlled cement concrete M.150

and exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.Cwork in (ii) Slabs having more

1364 than 8 cm and upto 10 cm.thickness

Providing and laying controlled cement concrete M.150

and exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.Cwork in (iii) Slabs having more

1365 than 10 cm and upto 13 cm. thickness

Providing and laying controlled cement concrete M.150

and exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforsement for R.C.Cwork in (iv) Slabs having more

1366 than 13 cm and upto 15 cm.thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) for R.C.C lintel including finishing

smooth with,curing etc. complete including the cost of

1367 formwork but excluding the cost of reinforcement.

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with,curing etc.

complete including the cost of formwork but excluding

1368 the cost of reinforcement for R.C.C work in (A) BEAMS cu.m

:(i) Having cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with,curing etc.

complete including the cost of formwork but excluding

1369 the cost of reinforcement for R.C.C work in (A) BEAMS cu.m

:(ii) Having cross-sectional area more than 0.08Sq.M and

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C work in (A) BEAMS

1370 :(iii) Having cross-sectional area more than 0.12Sq.M cu.m

and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C work in (B)

1371 COLUMNS: (i) Having cross-sectional area 0.05 to 0.08 cu.m

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C work in (B)

1372 COLUMNS: (ii) Having cross-sectional area more than cu.m

0.08 Sq.M and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with,curing etc.

complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C work in (B)

1373 COLUMNS: (iii) Having cross-sectional area more than cu.m

0.12Sq.M and upto 0.18 Sq.M

Providing and laying ordinary cement concrete

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (A) BEAMS :(i) Having

1374 cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (A) BEAMS :(ii) Having

1375 cross-sectional area more than 0.08Sq.M and upto 0.12 cu.m

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

1376 reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m

cross-sectional area more than 0.12Sq.M and upto

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (B) COLUMNS:(i)

1377 Having cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(B) COLUMNS:(ii)

1378 Having cross-sectional area more than 0.08 Sq.M and cu.m

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(B) COLUMNS:(iii)

1379 Having cross-sectional area more than 0.12Sq.M and cu.m

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in(A) BEAMS :(i) Having cross-sectional

1380 area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (A) BEAMS :(ii) Having cross-sectional

1381 area more than 0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (A) BEAMS :(iii) Having

1382 cross-sectional area more than 0.12Sq.M and upto 0.18 cu.m

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(i) Having

1383 cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

1384 for R.C.C. work in (B) COLUMNS:(ii) Having cu.m

cross-sectional area more than 0.08 Sq.M and upto

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(iii) Having

1385 cross-sectional area more than 0.12Sq.M and upto 0.18 cu.m

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (A) BEAMS :(i) Having cross-sectional

1386 area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (A) BEAMS :(ii) Having cross-sectional

1387 area more than 0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (A) BEAMS :(iii) Having

1388 cross-sectional area more than 0.12Sq.M and upto 0.18 cu.m

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(i) Having

1389 cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

1390 cross-sectional area more than 0.08 Sq.M and upto 0.18 cu.m

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS: (iii) Having

1391 cross-sectional area more than 0.12Sq.M and upto 0.18 cu.m

Providing and applying anticarrasive treatment with

polymer base materials to the steel rainfarcement

including descaling the dust and applying the preventive

1392 coating of approved make (for the R.C.C. structures near MT

coastal area only) etc complete.

Providing and fixing in expansion joint 100 mm thick

expansion joint board of best quality and approved make

1393 including cutting to required size and shape at all levels Sqm

etc. complete as directed.

Providing and laying and fixing 50 mm thick expansion

joint by hydro cell semi rigid UV resistance with high

1394 performance laminated closed cell polythene foam joint Sqm

filler in sheet foam as directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion

joint by hydro cell semi rigid UV resistance with high

1395 performance laminated closed cell polythene foam joint Sqm

filler in sheet foam as directed, etc. complete.

Applying and providing Expansion joint sealing System

on 100 mm vide joint including cleaning of exansion joint

by mechanical means provision of adhesive and flexible

membrane with required bond length as per

menufracturer specification and 4mm thick alluminium

1396 strip covering with one side sloted and bolted with

suitable system, inclusive of all manpower, machinery

and material as per specification and as directed.

Providing and filling the expansion joint by polymer

confirm to BS 4254-1983 as per required shade and

specifi-cation by making groove of 50 mm x 12.5 mm

lather by cutting or by repairing groove and removing

1397 mortar drop or any other foreign materials including Sqm

applying primer and filling required size (oversize of

joint PU foam etc. complete.

Providing and filling the expansion joint by polymer

confirm to BS 4254-1983 as per required shade and

manufactured specifi-cation by making groove of 25 mm

x 12.5 mm lather by cutting or by repairing groove and

1398 removing mortar drop or any other foreign materials Sqm

including applying primer and filling required size

(oversize of joint PU foam etc. complete

Providing and fixing 25 cm Wide & 3mm thick exterior

composite panel on existing expansion joint horizontally

1399 & vertically with all material, hardware, acessories & Sqm

fittings etc completed.

Providing and laying in position Ready Mixed M-150

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the

1400 cost of centering shuttering finishing and reinforcement cu.m

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the

1401 cost of centering shuttering finishing and reinforcement cu.m

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-250

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the

1402 cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 450 kg )

Providing and laying in position Ready Mixed M-300

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the

1403 cost of centering shuttering finishing and reinforcement cu.m

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the

1404 cost of centering shuttering finishing and reinforcement cu.m

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash(Min cement level as per

latest IS 456 shall be maintained) (Cement level 500 kg )

Providing and applying anti carbonation, anti fading,

mold resistant, heat insulating, and 100% acrylic

breathable decorative external waterproof coating of

approved shade having Viscosity @ Room Temperature

by Ford cup No. B-4 (dilute 2 parts of product with I part

of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp.

1405 Gravity @ Room Temperature 1.30+0.1, tested for Sqm

carbon dioxide diffusion resistance properties for coating

materials and coating systems for exterior masonry and

concrete as per DIN EN 1062-6 (2002-2010) by a NBA

Grade "A" accredited institution.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum, non-staining with less than 1% water

1406 absorption & compression recovery of 93% minimum as Sqm

per specification for 12 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum. non-staining with less than 1% water

absorption & compression recovery of 93% minimum as

1407 per specification for 20 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum. non-staining with less than 1% water

absorption & compression recovery of 93% minimum as

1408 per specification for 40 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having

weathering resistance to ultra-violet rays and shall

exhibit shore A hardness of 25 and have movement

1409 accommodation factor 25% including using of

compatible primer of approved standard etc. complete.

for 12 mm thick joint

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having

weathering resistance to ultra-violet rays and shall

1410 exhibit shore A hardness of 25 and have movement Rmt

accommodation factor 25% including using of

compatible primer of approved standard etc. complete.

For 20 mm thick joint

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement

1411 : 5 -fine sand)(A) Modular cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement

1412 : 5 -fine sand)(B) Conventional cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement

1413 : 5 -fine sand)(C) Fly Ash Bricks cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement :

1414 6 -fine sand)(A) Modular cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement :

1415 6 -fine sand)(B) Conventional cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement :

1416 6 -fine sand)(C) Fly Ash Bricks cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:8 (1- Cement :

1417 8 -fine sand)(A) Modular cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:8 (1- Cement :

1418 8 -fine sand)(B) Conventional cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

1419 foundation and plinth in Cement Mortar 1:8 (1- Cement : cu.m

8 -fine sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1:1.5 (1- Lime

1420 putty :1.5 -fine sand)(A) Modular cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1:1.5 (1- Lime

1421 putty :1.5 -fine sand)(B) Conventional cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1:1.5 (1- Lime

1422 putty :1.5 -fine sand)(C) Fly Ash Bricks cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1: 2 (1- Lime putty

1423 : 2 -fine sand)(A) Modular cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1: 2 (1- Lime putty

1424 : 2 -fine sand)(B) Conventional cu.m

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1: 2 (1- Lime putty

1425 : 2 -fine sand)(C) Fly Ash Bricks cu.m

Extra for brick work in superstructure above plinth level

1426 upto floor two level (A) Modular cu.m

Extra for brick work in superstructure above plinth level

1427 upto floor two level (B) Conventional cu.m

Extra for brick work in superstructure above plinth level

1428 upto floor two level(C) Fly Ash Bricks cu.m

Extra for brick work in superstructure above floor two floor

level Item No. 1(6.12) (A) Modular per

Extra for brick work in superstructure above floor two floor

level Item No. 1(6.12) (B) Conventional per

Extra for brick work in superstructure above floor two floor

level Item No. 1(6.12) (C) Fly Ash Bricks per

Extra for brick work in superstructure above floor two floor

level Item No. 2(6.13) (A) Modular per

Extra for brick work in superstructure above floor two floor

level Item No. 2(6.13) (B) Conventional per

Extra for brick work in superstructure above floor two floor

level Item No. 2(6.13) (C) Fly Ash Bricks per

Extra for brick work in superstructure above floor two floor

level Item No. 3 (A) Modular per

Extra for brick work in superstructure above floor two floor

level Item No. 3 (B) Conventional per

Extra for brick work in superstructure above floor two floor

level Item No. 3 (C) Fly Ash Bricks per

Extra for brick work in superstructure above floor two floor

level Item No. 4 (A) Modular per

Extra for brick work in superstructure above floor two floor

level Item No. 4 (B) Coventional per

Extra for brick work in superstructure above floor two floor

level Item No. 4 (C) Fly Ash Bricks per

Extra for brick work in superstructure above floor two floor

level Item No. 5 (A) Modular per

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

1442 sand ) in foundation and plinth (A) Modular Sqm

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

1443 sand ) in foundation and plinth (B) Conventional Sqm

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

1444 sand ) in foundation and plinth (C)Fly Ash Bricks Sqm

(ii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse

1445 sand ) in foundation and plinth (A) Modular Sqm

(ii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse

1446 sand ) in foundation and plinth (B) Conventional Sqm

(ii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse

1447 sand ) in foundation and plinth (C)Fly Ash Bricks Sqm

(iii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse

1448 sand ) in foundation and plinth (A) Modular Sqm

(iii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse

1449 sand ) in foundation and plinth (B) Conventional Sqm

(iii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

1450 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse Sqm

sand ) in foundation and plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two

1451 level Item No. 5 (B) Coventional cu.m

Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

Nos of 6mm Mild steel round bars after every three

1452 course embedded in Cement Mortar in foundation and Sqm

plinth (A) Modular

Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

Nos of 6mm Mild steel round bars after every three

1453 course embedded in Cement Mortar in foundation and Sqm

plinth (B) Conventional

Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

Nos of 6mm Mild steel round bars after every three

1454 course embedded in Cement Mortar in foundation and Sqm

plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two

1455 level Item No. 5 (C) Fly Ash Bricks cu.m

Extra for half brick masonry in superstructure above

1456 plinth level upto floor two level. (A) Modular Sqm

Extra for half brick masonry in superstructure above

1457 plinth level upto floor two level. (B) Conventional Sqm

Extra for half brick masonry in superstructure above