Construction Work Of All Types Building, Road, Water Supply And Drain (Repairing And New Work) For Annual Rate Contract Year-2026-27 (Ward No. 5 to 9)(Third Call)

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - B1 to B36 (Ward No. 5 to 9) NIL

Total Amount Rs. NIL

Total Amount Rs. NIL

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be

writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as

Estimated Amount Estimated Amount

Put to Tender Rs. 00=00 Put to Tender Rs. 00=00

Add ……………...% Rs. Deduct ……………...% Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor Municipal Engineer

Upleta Nagarpalika

Chief Officer President

Upleta Nagarpalika Upleta Nagarpalika

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

No. Description Unit Rate

1 Fine Sand Cum.

2 Coarse Sand Cum.

3 Hand Broken Aggregate

3.1 (1) 90mm to 25mm size Cum.

3.2 (2) 63mm to 40mm size Cum.

4 Crushed Stone Aggregate For Hard Quality

4.1 (1) 40mm to 63mm size Cum.

4.2 (2) 40mm size Cum.

4.3 (3) 20mm size Cum.

4.4 (4) 10mm size Cum.

4.5 (5)10mm to 20mm size Cum.

4.6 (6) 6mm to 10mm size Cum.

5 Brick Aggregate

5.1 (1) 40mm size Cum.

5.2 (2) 20mm size Cum.

6.1 (1) Conventional size 1000

8 Rubble heavy(weight not less than 40 kg) Cum.

9 Quarry spalls Cum.

10 White Bela Stone (size 23cm measured) 100 Nos

11 Screened Rounded Gravel

11 (1) 10mm size Cum.

11 (2) 20mm size Cum.

12 Murrum/Blnding Material Cum.

13 Unscreened Gravel Cum.

14 Hard Murrum Cum.

15 Stone Dust Cum.

16 Flyash bricks conventional 1000

17 Providing and fixing drainage chamber M.S. cover of any required type with oil paint on new 1 Kg.

steel surface excluding concrete work.

18 Providing & laying spreading and compacting 150mm thick WBM Grade - II of B.T.M.C. metal 1 Cumt

40mm to 63mm size including using 20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

0.16 Cumt. & 0.08 stone dust including spreading in uniform thickness hand packing rolling with

vibratory roller 8-10 tonnes in stages to proper garde and cmaber applying and brooming

required types of screening/binding materials to fill up the interstices of coarse aggregate

watering and compacting to the required density.

19 Providing & laying spreading and compacting 100mm thick WBM Grade - II of B.T.M.C. metal 1 Cumt

40mm to 63mm size including using 20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

0.16 Cumt. & 0.08 stone dust including spreading in uniform thickness hand packing rolling with

vibratory roller8-10 tonnes in stages to proper garde and cmaber applying and brooming

required types of screening/binding materials to fill up the interstices of coarse aggregate

watering and compacting to the required density.

20 Providing and laying of wet mix base course macadam of 125mm each using machine crushed 1 Cumt

chips as per required gradation mixing with required optimum quantity of water conveting the

mix to site and spreading in to grade and camber with machinery paver, consolidation with

vibratory road rolling includig materials.

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

No. Description Unit Rate

1 Abonite ball cock 25mm dia Each

2 Abonite ball cock 50mm dia Each

3 Acid proof paint (Chocolate or Black) Litre

4 Aldrop 20mm. dia Size with necessary fitting Iron Oxidised 20cms. Length Each

5 Aldrop 20mm. dia Size with necessary fitting Iron Oxidised 25cms. Length Each

6 Aldrop 20mm. dia Size with necessary fitting Iron Oxidised 30cms. Length Each

7 Aldrop 20mm. dia Size with necessary fitting Iron Oxidised 35cms. Length Each

8 Aldrop 20mm. dia Size with necessary fitting Alluminium 20cms. Length Each

9 Aldrop 20mm. dia Size with necessary fitting Alluminium 25cms. Length Each

10 Aldrop 20mm. dia Size with necessary fitting Alluminium 30cms. Length Each

11 Aldrop 20mm. dia Size with necessary fitting Alluminium 35cms. Length Each

12 Aldrop 20mm. dia Size with necessary fitting Brass 20cms. Length Each

13 Aldrop 20mm. dia Size with necessary fitting Brass 25cms. Length Each

14 Aldrop 20mm. dia Size with necessary fitting Brass 30cms. Length Each

15 Aldrop 20mm. dia Size with necessary fitting Brass 35cms. Length Each

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

No. Description Unit Rate

1 Aldrop 20mm. dia Size with necessary fitting Brass CP 20cms. Length Each

2 Aldrop 20mm. dia Size with necessary fitting Brass CP 25cms. Length Each

3 Aldrop 20mm. dia Size with necessary fitting Brass CP 30cms. Length Each

4 Aldrop 20mm. dia Size with necessary fitting Brass CP 35cms. Length Each

5 Aluminum paint Litre

6 Aluminum Perforated jali of any size sq.m.

7 Aluminum Powder kg

8 Aluminum sheet 22 guage thick sq.m.

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

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

11 Angle size 15 x 15 cm. (Glazed) 10 Each

12 Anodised Alluminum Screws 20 mm 100 Each

13 Anodised Alluminum Screws 30 mm 100 Each

14 Anodised Alluminum Screws 40 mm 100 Each

15 Anodised Aluminum Butt hinges 100 mm x 63 mm x 3.2 mm 10 Each

16 Anodised Aluminum Butt hinges 50 mm x 45 mm x 3.2 mm 10 Each

17 Anodised Aluminum Butt hinges 75 mm x 45 mm x 3.2 mm 10 Each

18 Anodised Aluminum Butt hinges 75 mm x 63 mm x 3.2 mm 10 Each

19 Anticorrosive bituminous paint Litre

20 Asbestos Rope Rmt

21 Asphalt CRMB 50 Bulk MT

22 Asphalt CRMB 50 pack MT

23 Asphalt CRMB 55 Bulk MT

24 Asphalt CRMB 55 Pack MT

25 Asphalt CRMB 60 Bulk MT

26 Asphalt CRMB 60 Pack MT

27 Asphalt Grade VG 40 pack MT

28 Asphalt Grade VG 30 Bulk MT

29 Asphalt Grade VG 30 Pack MT

30 Asphalt Grade VG 10 Bulk MT

31 Asphalt Grade VG 10 pack MT

32 Asphalt Grade VG 40 Bulk MT

33 Asphalt PMB SB 40 Bulk MT

34 Asphalt PMB SB 40 Pack MT

35 Asphalt PMB SB 70 Bulk MT

36 Asphalt PMB SB 70 Pack MT

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

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

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

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

41 Ballies 125 mm dia. Rmt

42 Ballies 80 mm dia. Rmt

43 Barbed wire for fencing of galvanized steel wire Quintal

44 Bat clamps 100 mm dia Each

45 Bat clamps 80 mm dia Each

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

47 Battens Indian teakwood size 12mm x 12mm Rmt

48 Battens Indian teakwood size 12mm x 19mm Rmt

49 Battens Indian teakwood size 12mm x 35mm Rmt

50 Battens Indian teakwood size 19mm x 19mm Rmt

51 Battens Indian teakwood size 19mm x 25mm Rmt

52 Battens 50 mm x 25 mm Rmt

53 Battens 50 mm x 50 mm cu.dm.

54 Battens 75 mm x 100 mm Rmt

55 Battens 75 mm x 50 mm cu.dm.

57 Bevelled edge mirror 600mm x 450mm Each

58 Bilimoria Brick 1000

59 Binding wire of 18 gauge thick annealed iron kg

60 Binding Wires kg

61 Bitumen Washer

62 Bituminous Paint Litre

63 Black Japan Paint. Litre

64 Black plastic sheet with cover with C.P. Brass Hinges and Rubber butters white Vitrious Each

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

66 Blasting Powder kg

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

68 Waterproof gypsum board 12.5 mm thick Sqm

69 Perimetre channel 15 mmx 27 mm x 30 mm x 0.55 mm Rmt

70 Intermediate channel of size 15 mm x 45 mm x 0.90 mm at 1220 C/C Rmt

71 Ceiling steel section of size 80 mm x 26 mm x 0.50 mm at 457 mm C/C Rmt

72 Celing angle of size 25 mm x 10 mm Rmt

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

74 Raw / plug No.

75 Nut bolts No.

76 Connecting clips No.

77 Joining paper tap Rmt

78 Bolts 12 mm dia. 10 cm. Long kg

79 Joining compound kg

80 Migratory Corrosion Admixture POLYALK CP 293 kg

81 Migratory Corrosion Admixture POLYALK CP 293 kg

82 Rock Wool kg

83 Vapour Breather Membrane Sqm

84 One-side alluminium thermal bubble insulation barrier including taxes Sqm

85 12mm thick Cement Fibre Board Sqm

86 Factory finished cold formed Light guage steel Sheet kg

Powder coated Alluminium Section 63.50 x 38.10 x

89 Bolts 12 mm dia. 10 cm. Long kg

90 Precast light weight concrete hollow core wall Nos.

91 Adhesive Kg.

Supply of Roller Safety Barrier in Heavy weight MS Section with 550 Gm / Sqm hot dip

93 Precast light weight concrete hollow core wall Nos.

94 Ready Mix Cement Mortar 1:3 (40 Kg) No of

95 Ready Mix Cement Mortar 1:4 (40 Kg) No of

96 Ready Mix Cement Mortar 1:6 (40 Kg) No of

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

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

99 Tiles - 600 x 600 x 16 MM piece

100 Boundry Stone Each

101 Main Runner 15 mm T-32 Web height 3000 mm length piece

102 Cross Tee 15 mm T-32 Web Height 1200 mm Length piece

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

104 Angle Moulding 24mm piece

105 Tiles - 600 x 600 x 20 MM piece

106 Tiles - 600 x 600 x 15 MM piece

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

108 Main Runner 24 mm T-38 Web height 3000 mm length piece

109 Cross Tee 24 mm T-25 Web Height 1200 mm Length piece

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

111 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 NRC (Noise Reduction Coe cient) of

Supply of Galvalume Steel Coll with AZ 150 and 550 Mpa for cold formed steel

fabrication including taxes

114 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 LGS frame to plinth

116 Supply of galvanized iron profile deck sheet 0.80 mm - 1.00 mm thick Sq.Mt

117 Providing self drilling screws with EPDM washer for fixing the deck sheet Sq.Mt

118 Transport of deck sheet from manufacturing facility to work site including loading / Sq.Mt

2mm Aluminium / 4mmACP sheeting fixed with Type-11 Class-C High Intensity Grade

119 Sheeting as per IRC 67 : 2012 reflective sheeting of size including lettering and signs as 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 including lettering and signs as

121 Plastirib - Thermoplastic Road Marking White 2 mm thick base : 5 Kg per smt cum

122 Brass Screw Down bib type. 20mm dia Each

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

124 Plastirib - Thermoplastic Road Marking White 2 mm thick base : 5 Kg per smt KG

125 AFP (Aluminum Backed Flexible Prismaticn Sheeting Smt

126 Cat Eye / Road Stud No.

127 Epoxy Adhesive for fixing Cat Eye No

128 Median Marker No.

129 HYSD bar Quintal

130 Brass screw down stop cock 15 mm dia Each

131 R.C.C Heavy Duty Non-Pressure pipe I.S.Class NP=2 750mm dia. Meter

132 Brass screw down stop cock 20 mm dia Each

133 Brass screw down stop cock 25 mm dia Each

134 Brick bats chhara cu.m.

135 Brick aggregate 40mm size cu.m.

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

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

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

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

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

141 C.I. Cover with frame for manholes Quintal

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

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

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

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

146 C.I. Cover without frame for manholes Quintal

147 C.I. Cowel 100 mm dia Each

148 C.I. Cowel 75mm dia Each

149 C.I. Flushing cistem with fittings 12.5 Litre High level Each

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

151 C.I. Nahni trap Each

152 C.I. or M.S Brackets Each

153 C.I. ring painted with coal tar Each

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

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

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

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

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

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

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

161 C.R.C Sheet Quintal

162 Cast iron grating 100mm dia. Each

163 Cast iron grating 150mm dia. Each

164 Cast Iron Spigot and Socket soil pipe 100mm Each

165 Cast Iron Spigot and Socket soil pipe 75mm Each

166 Cast Steel Rocker Bairing MT

167 Cast Steel Rocker Rocker Bairing MT

169 Cement Bags (Empty) Each

170 Ceramic Tiles sq.m.

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

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

173 Chapras for cupboard Brass Size 4 to 6 Doz.

174 Chapras for cupboard Brass Size less than 4 Doz.

175 Chapras for cupboard Iron Size 3x6 (7.5cms x 15cms) Doz.

176 Chapras for cupboard Iron Size less than 3 (9.5 cms.) Doz.

177 Chicken wire mesh 16 x24 sq.m.

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

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

180 Chromium platted bottle trap Each

181 Clamps in two semi-circular halves of M.S. Flat 40 mm x 3 mm kg

182 Coal Tar Litre

183 Coarse sand cu.m.

184 Coil type spring Each

185 Coir string kg

186 Cold Twisted Bars Quintal

187 Commercial Plywood Sheet 12 mm sq.m.

188 Commercial Plywood Sheet 19 mm sq.m.

189 Commercial Plywood Sheet 25 mm sq.m.

190 Commercial Plywood Sheet 6 mm sq.m.

191 Common Burnt clay Bricks Conventional size 1000

192 Common Burnt clay Bricks Modular size 20x10x10 cm 1000

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

194 Coolex glass (Heat resistant) sq.m.

195 Copper metal ball cock 25mm dia Each

196 Copper metal ball cock 50mm dia Each

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

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

199 Country Wood cu.dm.

200 Crimp Jali 12 gauge sq.m.

201 Crushed stone aggregate for Hard Quality 10 to 20mm size cu.m.

202 Crushed stone aggregate for Hard Quality 10mm size cu.m.

203 Crushed stone aggregate for Hard Quality 20mm size cu.m.

204 Crushed stone aggregate for Hard Quality 40mm size cu.m.

205 Crushed stone aggregate for Hard Quality 40mm to 63mm size cu.m.

206 Crushed stone aggregate for Hard Quality 6 to 10mm size cu.m.

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

208 Dark shade pigment kg

209 Datta nylon for furniture size 1 to 1 1/4 (2.5 cms to 3.0 cms) Each

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

211 Decorative ply wood 4 mm thick sq.m.

212 Devdar wood battens and Planks cu.dm.

213 Diesel Litre

214 Distemper Primer Litre

215 Door closers (Heavy type of 765 number) Hardwire or Everite Prabhat or Equivalent. Each

216 Door closers arrow type with spring 12 length as approved sample (30 cms) Each

217 Door shutters Decorative type 25mm. thick Both sides teak finished sq.m.

218 Door shutters Decorative type 35mm. thick Both sides teak finished sq.m.

219 Dry Distemper kg

220 Emulsion with aldring heptachlor or chlordane Litre

221 Emulsion with Dieldrin Litre

222 Enamel Paint Litre

223 Enamel Primer Litre

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

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

226 Fevicol S.R. 998 kg

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

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

229 Fibre Insulation Board 12 mm thick sq.m.

230 Fibre Insulation Board 18 mm thick sq.m.

231 Fibre Insulation Board 25 mm thick sq.m.

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

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

234 Fine sand cu.m.

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

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

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

238 Flat back wash basin White vitrious china 450mm x 300mm size Each

239 Flat back wash basin White vitrious china 550mm x 400mm Each

240 Flat back wash basin White vitrious china 630 x 510 size Each

241 Flushing cistern P.V.C. with fittings 12.5 Litre high level Each

242 Flushing cistern White vitrious with C.P. Brass handle etc. 12.5 Litre Low level Each

243 Fly Ash Brick 1000

244 Fuel Steam Coal Quintal

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

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

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

249 G.I. Barbed Wire Quintal

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

251 G.I. J or L Hooks 10 Each

252 G.I. Plain Washer 100 Each

253 G.I.Seam Bolts and Nuts 25 mm x 6 mm 10 Each

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

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

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

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

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

259 Galvanised Mild steel tube Lower Grade 150mm dia Rmt

260 Galvanised Mild steel tube Medium Grade 15mm dia Rmt

261 Galvanised Mild steel tube Medium Grade 20mm dia Rmt

262 Galvanised Mild steel tube Medium Grade 25mm dia Rmt

263 Galvanised Mild steel tube Medium Grade 32mm dia Rmt

264 Galvanised Mild steel tube Medium Grade 40mm dia Rmt

265 Galvanised Mild steel tube Medium Grade 50mm dia Rmt

266 Galvanised Mild steel tube Medium Grade 65mm dia Rmt

267 Galvanised Mild steel tube Medium Grade 80mm dia Rmt

268 Gauge Plate Quintal

269 Geru in crystal (Sona) kg

270 GIMS Nuts 5 mm thick 80 mm dia Each

271 GIMS T 65 mm x 65 mm Each

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

273 Glass Shelf with C.P. Guard Rail and Brackets 600mm x 120mm Each

274 Glass strips 4 mm thick 40mm depth Rmt

275 Glass strips 6mm thick 40mm depth Rmt

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

277 Glasses 3 mm thick sq.m.

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

279 Griding Polishing Rounding or edges of Glass or Glazing Sheet Rmt

Grindina Polishing rounding or edges of glass or glazing sheet (B) Rubbings & Polishing

of tiles or stone flooring

281 Ground glass (Frosted or obscurd on one side) 3 mm thick sq.m.

282 Ground glass (Frosted or obscurd on one side) 4 mm thick sq.m.

283 Ground glass (Frosted or obscurd on one side) 5 mm thick sq.m.

284 Guard Stone Each

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

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

288 Gun metal wheel valve 15mm dia Each

289 Gun metal wheel valve 20mm dia Each

290 Gun Metal Wheel Valve 25mm dia. Each

291 Gun metal wheel valve 32mm dia Each

292 Gun Metal Wheel Valve 40mm dia. Each

293 Hacksaw blade double thread Doz.

294 Hactometer Stone as per Type design. Each

295 Hactometer Stone Pre Cast R.C.C. Stone as per Type design Each

296 Hammer Iron 1 LBS Each

297 Hammer Iron 2 LBS Each

298 Hand broken stone aggregate 25mm size to 90mm size cu.m.

299 Hand broken stone aggregate 40mm size to 63mm size. cu.m.

300 Handle for doors Windows Cupboards etc. Brass 10 cms. Length Each

301 Handle for doors Windows Cupboards etc. Brass 15 cms. Length Each

302 Handle for doors Windows Cupboards etc. C.P. Brass 10 cms. Length Each

303 Handle for doors Windows Cupboards etc. C.P. Brass 15 cms. Length Each

304 Handle for doors Windows Cupboards etc. 10 cms. Length Each

305 Handle for doors Windows Cupboards etc. 15 cms. Length Each

306 Handle for doors Windows Cupboards etc. Iron Oxidized 10 cms. Length Each

307 Handle for doors Windows Cupboards etc. Iron Oxidized 15 cms. Length Each

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

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

310 Handle for steel window (Right & Left) Iron oxidized Each

311 Handle for steel window (Right & Left) Wrinkle finish Each

312 Hard board sheet 4 mm thick sq.m.

313 Hard Drawn Steel Wire Fabric sq.m.

314 Hard Marrum cu.m.

315 Hi Tensile Steel Wire MT

316 Hinges (Strap) Alluminium 10 cms. Length Each

317 Hinges (Strap) Alluminium 15 cms. Length Each

318 Hinges (Strap) Alluminium 20 cms length Each

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

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

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

7.5 cms. Length or equivalent

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

7.5 cms. Length or equivalent

323 Hinges butt. I.S.I Mark Steel 10 cms. Length 14 gauge Pair

324 Hinges butt. I.S.I Mark Steel 7.5 cms. Length 16 gauge Pair

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

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

327 Hinges butt. I.S.I Mark C.P.Brass (Railway type Hinges) 10 cms. Length Pair

328 Hinges butt. I.S.I Mark C.P.Brass (Railway type Hinges) 7.5 cms. Length Pair

329 Hinges Parilamentary Steel 10 cms. Length Each

330 Hinges Parilamentary Steel 12.5 cms length Each

331 Hinges Parilamentary Steel 7.5 cms. Length Each

332 Hinges Parilamentary Brass 10 cms. Length Each

333 Hinges Parilamentary Brass 12.5 cms length Each

334 Hinges Parilamentary Brass 7.5 cms. Length Each

335 Hinges Spring 10 cms. Length Each

336 Hinges Spring 7.5 cms. Length Each

337 Hirakani Each

338 Hood Cover 0.9 mm thick Rmt

339 Hood Cover 1.25 mm thick Rmt

340 Hooks and Eyes Alluminium 10 cms. Length Each

341 Hooks and Eyes Alluminium 15 cms. Length Each

342 Hooks and Eyes Alluminium 20 cms length Each

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

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

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

346 Hooks and Eyes Iron oxidized 10 cms. Length Each

347 Hooks and Eyes Iron oxidized 15 cms. Length Each

348 Hooks and Eyes Iron oxidized 20 cms length Each

349 Indian Teak wood cu.dm.

350 Beading Indian Teak wood cu.dm.

351 Indicator Stone as per RCC Type Design Each

352 Indicator Stone as per Type Design Each

353 Integral W.P. compound (Liquid of standard quality) tested as perI.S. 2645 - 1975 Litre

354 Inter Lock [Kadaka lock] Each

355 Iron bib tap 15mm. Dia Each

356 Iron bib tap 20mm. Dia Each

357 Iron Hinges 100 mm x 58 mm x 1.4 mm 10 Each

358 Iron Hinges 100 mm x 58 mm x 1.9 mm 10 Each

359 Iron Hinges 50 mm x 37 mm x 1.5 mm 10 Each

360 Iron Hinges 75 mm x 47 mm x 1.7 mm 10 Each

361 Iron Screws. 20 mm 100 Each

362 Iron Screws. 30 mm 100 Each

363 Iron Screws. 40 mm 100 Each

364 Junction Equal double 100 mm dia Each

365 Junction Equal double 80 mm dia Each

366 Junction Equal Single 100 mm dia Each

367 Junction Equal Single 80 mm dia Each

368 Junction Board R.C.C. Each

369 Jute string kg

370 Kada (Indian) with English ball bearing. Pair

371 Kerosene Litre

372 Koda Iron Each

Latch (Tadi) as per sample approved sectional flats (Heavy) Alluminium 25 cms length &

Latch (Tadi) as per sample approved sectional flats (Heavy) Alluminium 30 cms length &

Latch (Tadi) as per sample approved sectional flats (Heavy) Alluminium 35 cms length &

376 Latch (Tadi) as per sample approved sectional flats (Heavy) Brass 20 cms. Length Each

377 Latch (Tadi) as per sample approved sectional flats (Heavy) Brass 25 cms. Length Each

378 Latch (Tadi) as per sample approved sectional flats (Heavy) Brass 30 cms length Each

379 Latch (Tadi) as per sample approved sectional flats (Heavy) Brass 35 cms length Each

380 Latch (Tadi) as per sample approved sectional flats (Heavy) C.P. Brass 20 cms. Length Each

381 Latch (Tadi) as per sample approved sectional flats (Heavy) C.P. Brass 25 cms. Length Each

382 Latch (Tadi) as per sample approved sectional flats (Heavy) C.P. Brass 30 cms length Each

383 Latch (Tadi) as per sample approved sectional flats (Heavy) C.P. Brass 35 cms length Each

Latch (Tadi) as per sample approved sectional flats (Heavy) Iron Oxidized 25 cms length

Latch (Tadi) as per sample approved sectional flats (Heavy) Iron Oxidized 30 cms length

Latch (Tadi) as per sample approved sectional flats (Heavy) Iron Oxidized 35 cms length

387 Latch for steel window 25 cms to 35cms. Alluminium Each

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

389 Latch for steel window 25 cms to 35cms. Iron oxidized Each

390 Latch for steel window 25 cms to 35cms. Wrinkle finish Each

391 Light shade pigment kg

392 Lime gotton crystal Quintal

393 Limpet Washer 100 Each

394 Linseed Oil Litre

395 Locks Baby latch brass chromium 75mm long. Each

396 Locks Bath room latch Navtal (Godrej) Each

397 Locks Godrej cupboard 3 (7.5 cms) Each

398 Locks Godrej Mortice lock cover Each

399 Locks Godrej Night latch Each

400 Locks Locker brass Navtal (Godrej) 75mm dia 7 lever with and set keys. Each

401 M.I. fisher Union 32 mm dia Each

402 M.I. fisher Union 40 mm dia Each

403 M.S. Fixed Plate Bearing MT

404 M.S. Plate / Flat Quintal

405 M.S. Road Sign Board / Village Name Board Non-Reflective Type Each

406 M.S. Road Sign Board / Village Name Board Reflective Type Each

407 M.S. Rocker Bearing MT

408 M.S. Roller Bearing MT

409 M.S. Sheet 1 mm thick Quintal

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

411 Manglore Tiles 1000

412 Marble number Plate Each

413 Marble chips upto 4 mm size. Quintal

414 Marble Powder cu.m.

415 Marble Slab 18 to 20 mm sq.m.

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

417 Marble Slab Extra for mirror finishing on marble slab flooring sq.m.

Marble Slab Machine cut marble tiles 6mm thick 30cms x 15cms Mirror finish with

chamfering and grove back

419 Marble Slab Polished granite stone 20 to 25mm thick black sq.m.

420 Marble Slab Polished granite stone 20 to 25mm thick Colour sq.m.

421 Marble Slab Polished marble stone (Rajnagar or Makran 20mm. thick sq.m.

422 Marble Slab Polished marble stone Rajnagar Makarana 20mm size sq.m.

423 Marble Slab Polished marble stone Rajnagar Makarana 20mm size 180 x 60 cms. sq.m.

424 Marble Slab Polished marble stone Rajnagar Makarana 20mm size 60 x 45 cms. sq.m.

425 Marble Slab Polished marble stone Rajnagar Makarana 20mm size 90 x 60 cms. sq.m.

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

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

428 Marble Slab White adango 20mm thick colour grey 60x60 cms. sq.m.

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

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

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

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

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

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

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

436 Medium shade pigment kg

437 Mild Steel Bars Quintal

438 Munj for white washing kg

439 Murrum/ binding Material cu.m.

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

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

442 Nickel plated finished M.S.Piano hinges Alluminium 19mm. width (15cm. Length ) Rmt

443 Nickel plated finished M.S.Piano hinges Alluminium 25mm. width (15cm. Length ) Rmt

444 Nickel plated finished M.S.Piano hinges BRASS 19mm. width 6 (15cm. Length ) Rmt

445 Nickel plated finished M.S.Piano hinges BRASS 25mm. width 6(15cm. Length ) Rmt

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

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

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

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

450 North Light Adjustable Ridge Pair

451 Off-set 50 mm - 100 mm dia Each

452 Off-set 50 mm - 80 mm dia Each

453 Off-set 75 mm - 100 mm dia Each

454 Off-set 75 mm - 80 mm dia Each

455 Oil bound distemper kg

456 Oil of 30 No. Litre

457 Omai plast for sunk Portion EP-101 kg

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

459 Ordinary K.M. Stone Pre Cast R.C.C. Stone as per Type design (For NH.S.H.M.D.R.) Each

460 Ordinary K.M. Stone Pre Cast R.C.C. Stone as per Type design (ForO.D.R. & V.R.) Each

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

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

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

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

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

466 P.V.C. Nahni trap Each

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

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

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

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

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

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

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

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

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

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

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

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

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

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

481 Particle board sheet 12 mm thick sq.m.

482 Particle board sheet 19 mm thick sq.m.

483 Particle board sheet 25 mm thick sq.m.

484 Particle board sheet 35 mm thick sq.m.

485 Petrol Litre

486 Pillar tap 15mm dia Each

487 Pillar tap 20mm dia Each

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

489 Plain asbestos sheet 5mm thick sq.m.

490 Plain asbestos sheet 6mm thick sq.m.

491 Plain asbestos sheet 7mm thick sq.m.

492 Plain G.I. Sheet 1 mm thick Quintal

493 Plain Glass sheet 3 mm thick sq.m.

494 Plain Glass sheet 4 mm thick sq.m.

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

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

497 Plastic Emulsion Paint Litre

498 Plate glass (Table glass) 5.5 mm with all edge polished . sq.m.

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

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

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

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

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

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

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

506 Plywood designed with one side commercial and other side teak finished 12mm. thick sq.m.

507 Plywood designed with one side commercial and other side teak finished 15mm. thick sq.m.

508 Plywood designed with one side commercial and other side teak finished 18mm. thick sq.m.

509 Plywood designed with one side commercial and other side teak finished 6mm. thick sq.m.

510 Plywood designed with one side commercial and other side teak finished 8mm. thick sq.m.

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

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

513 Plywood sheet (both faces commerical) 6mm Rmt

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

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

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

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

518 Pre-cast Cement concrete tiles sq.m.

519 Precast RCC Jali 100 mm thick sq.m.

520 Precast RCC Jali 25 mm thick sq.m.

521 Precast RCC Jali 40 mm thick sq.m.

522 Precast RCC Jali 50 mm thick sq.m.

523 Precast RCC Jali 75 mm thick sq.m.

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

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

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

527 Pulleys 25 mm dia. Each

528 Pulleys 38 mm dia. Each

529 Putty as per ISI specification for fixing glass on steel windows. kg

530 Quarry Spall. cu.m.

531 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 150mm dia. Rmt

532 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 250mm dia. Rmt

533 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 300mm dia. Rmt

534 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 1000mm dia. Rmt

535 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 450mm dia. Rmt

536 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 500mm dia. Rmt

537 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 900mm dia. Rmt

538 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 1100mm dia. Rmt

539 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 1200mm dia. Rmt

540 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 600mm dia. Rmt

541 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 800mm dia. Rmt

542 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 300mm dia. Rmt

543 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 450mm dia. Rmt

544 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 900mm dia. Rmt

545 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 600mm dia. Rmt

546 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 800mm dia. Rmt

547 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1100mm dia. Rmt

548 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1200mm dia. Rmt

549 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1400mm dia. Rmt

550 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1600mm dia. Rmt

551 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1800mm dia. Rmt

552 Rajula Stone Each

553 Ready mixed Red Lead Paint Litre

554 Red Flag Each

555 Residual Bitumen MT

556 RList Preventivet (Polymer Base) kg

557 RList Remover Com Primer (Polymer Base) Litre

558 Rolling shutter Rolling shutter having width below 3.5mt. sq.m.

559 Rolling shutter Rolling shutter of G.I. sheet any size grill sq.m.

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

561 Resin (0.5kg Pkt.) kg

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

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

564 Rubber Plug Each

565 Rubble cu.m.

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

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

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

569 Salt natural kg

570 Sand paper 100Nos size Doz.

571 Sand paper 50 Nos. size Doz.

572 Sand paper 80Nos size Doz.

573 Screened gravel 10mm size cu.m.

574 Screened gravel 12mm size cu.m.

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

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

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

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

580 Soft Brush. Each

581 Soft brushes 100 mm size Each

582 Soft brushes 20 mm size Each

583 Soft brushes 25 mm size Each

584 Soft brushes 40 mm size Each

585 Soft brushes 50mm size Each

586 Soft brushes 75 mm size Each

587 Spirit Litre

588 Spun Yarn kg

589 Standard shoe 100 mm dia Each

590 Standard shoe 80 mm dia Each

591 Stone dust cu.m.

592 Stone Slab 100mm thickness sq.m.

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

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

595 Structual steel M.S. Channel joints Tee Gusset Plate etc. Quintal

596 Synthetic Enamel Paint Litre

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

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

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

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

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

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

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

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

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

606 Terrazzo tiles grey cement base. Dark shade 20mm. thick sq.m.

607 Terrazzo tiles grey cement base. Light shade 20mm. thick sq.m.

608 Terrazzo tiles white cement base Dark shade 20mm thick sq.m.

609 Terrazzo tiles white cement base Light shade 20mm thick sq.m.

610 Thick Wire Brushes Each

611 Through & Bond Stone Each

612 Towel Rail Pair of C.P. Brass Brackets 60mm x 20mm Each

613 Turpentine Litre

614 Unscreened gravel cu.m.

615 Unslaked Lime Quintal

616 Urinal Flat Back Each

617 Urinal Ladies squatting pan Each

618 Urinal Squatting type Each

619 Urinal Stall type full size Each

620 Urinal Stall type half size Each

621 Varnish Litre

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

623 Vision panel for Door Each

624 Vitryfied Granite tiles 8 mm to 10 m thick 24 x 24 size Dark Shade sq.m.

625 Vitryfied Granite tiles 8 mm to 10 m thick 36 x 36 size sq.m.

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

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

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

629 Water proofing materials Omaiseal of Bitumen base in semin-liquid form (cold applied) Litre

630 Water proofing materials of std. make in powder form kg

631 Water proofing materials Omaiseal for filling joints of C.I. Pipes . kg

632 Water proofing materials Omaiseal for filling joints of C.I. Pipes. Epoxy base kg

633 Water Proofing Cement Paint kg

634 Water proofing material heasion base self finish tar felt roll sq.m.

635 Water proofing materials kg

636 Water proofing materials of polyarethine on Aromatic Base kg

637 Water proofing materials of polyarethine on Elepantic base kg

638 Water proofing materials silicon baseWater repellent compund Litre

639 Welding Charge Rmt

640 White Bela stone (size to be measured) No

641 White Cement MT

642 White Lime ( White washing) Quintal

643 White Paint Litre

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

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

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

647 White vitrious China Sink 600mm x 450mm x 150mm Each

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

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

650 White vitrious ching W.C. sqatting pan European type Each

651 White vitrious ching W.C. sqatting pan Orrisa type 580 x 400 size Each

652 White Zinc powder (Zinc oxide) kg

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

654 Whiting chalk kg

655 Wire Gauge Jali of 0.56 mm sq.m.

656 Wire Gauge Jali of 0.71 mm sq.m.

657 Wire spring grade No. 2 for Rolling Shutter 27.5 CM long Each

658 Wired figured glass 6.4 mm thick sq.m.

659 Wooden peg Each

660 Yellow clay (ltalian type) kg

661 Iron Angle 75 x 75 x 6mm kg

662 Iron Angle for stand & frame kg

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

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

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

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

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

668 Alluminium Sheet 2mm Thick KGS.

669 Dozer 80 HP with attachment Hour

670 Fixing Charges cu.m.

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

673 Flat iron bracket with bolts nuts bitumen & G Each

674 Teak reaper Rmt

675 MS Flat iron bracket Each

676 Plastic roofing compound kg

677 Nails 50mm long kg

678 C.I rainwater pipe 75mm dia. Rmt

679 Sand rainwater pipe 75mm dia. Rmt

680 Steel Plate & Angle MT

682 Chisel Each

683 Sluge pump (Roller) Each

685 Tripod & Wirerope Set

686 Trimie pipe and Misc. Cassing Set

687 Sheathing pipe 42mm St. of 7mm Rmt

688 C.I. Pipe 100mm Dia Rmt

689 G.I. Pipe 100mm Dia Rmt

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

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

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

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

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

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

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

698 Water Tanker 6 kl capacity Hour

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

700 12mm thick M.S. plate Quintal

701 16mm Dia. rivets Quintal

702 Principal rafter 100 x 100 x 10 Quintal

703 Gusset plate Quintal

704 Ties (Flat) Quintal

705 20mm holding down bolt Quintal

706 M.S. Channel Quintal

707 M.S Tee Quintal

708 Flat iron diagonal 20 x 5mm Quintal

709 Angle iron 40 x 40 x 6 Quintal

710 M.S. Angel kg

711 Alluminium section any size, powder coated kg

712 Alluminium section any size, anodized kg

713 Rubber gasket for glass beading Rmt

714 TMT Bar FE 500 D Quintal

715 Vitrified Granite tiles 8 mm to 10 m thick 24" x 24 " size Antiskid Sqm

716 Vitrified Granite tiles 8 mm to 10 m thick 24" x 24 " size Light Shade Sqm

717 Weather proof acrylic exterior emulsion paint Ltr

718 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 300mm dia. Meter

719 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 450mm dia. Meter

720 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 600mm dia Meter

721 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 900mm dia Meter

722 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 1000mm dia Meter

723 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 1200mm dia Meter

724 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 1400mm dia Meter

725 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 1600mm dia Meter

726 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=4 1800mm dia Meter

727 Glass bricks 19 x 19 x10 Cm No.

728 Glass Bricks 19 x 19 x8 Cm No.

729 Floor spring heavy duty No.

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

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

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

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

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

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

736 S.S. Handle for door/ window 10 Cm size of ASIS 304 Grade No.

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

738 S.S. Pipe Handle for door 30 Cm size o ASIS 316 Grade No.

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

740 S.S. Rialing Sq pipe 32x32 mm x 16G ASIS 304 Grade Rmt

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

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

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

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

745 Concealed cock 15 mm Heavy duty with cap No.

746 Glass 12 mm thick Sqmtr

747 Glass 10 mm thick Sqmtr

748 Glass 8 mm thick Sqmtr

749 Labour Charges half round edge for Granite Rmt

750 Labour Charges Quarter round edge for granite Rmt

751 Labour Charges edge finished for Granite Rmt

752 Labour Charges half round edge for Kota/Marble Rmt

753 Labour charges quarter round edge for Kota/ Marble Rmt

SS Sink Glosy ASIS 304 Grade x 1mm thick with over all size 610x460 mm & bowl size

SS Sink Glosy ASIS 304 Grade x 1mm thick with over all size 510x432mm & bowl size

SS Sink Glosy ASIS 304 Grade x 1mm thick with over all size 485x410 mm & bowl size

757 Alluminium Composite pannel 3 mm thick Sqmtr

758 Alluminium Composite Pannel 4 mm thick Sqmtr

759 Multy wall plycarbonate sheet 6 mm thick Sqmtr

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

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

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

763 Jet spray heavy duty with S.S. Braided hose 60 cm long No.

764 Health Fauset Heavy duty with hook with fitting No.

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

766 Alluminium fixtures and fstenings. No.

767 Iron fixtures and fstenings. No.

768 35 mm thick shutters Cu.Dm.

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

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

771 M.S. flat iron bracket Each

772 Plastic proofing compound. Kg.

773 Teak reaper Meter.

774 Nails 50 mm long. Kg.

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

776 Whiting cholk Kg.

777 Flatting varnish Liter

778 Insecticides. Liter

779 Aeronex powder Kg.

780 D.D.V.P. Liter

781 Heptachlor Liter

782 Melethione Liter

783 Acetone Liter

785 Galvanised M.S. Tee Each

786 Galvanised M.S. 5 mm nut. Each

787 A.C. rain water pipe 75 mm diameter (1.8 meter long) Rmt.

788 A.C. rain water pipe 100 mm diameter (1.8 meter long) Rmt.

789 M.S. iron bracket Each

790 G.I. inlet connection Each

791 Brass screw down stop tap 20 mm dia Each

792 Brass screw down stop tap 25 mm dia Each

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

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

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

796 Chromium plated 20 mm diameter half turn flush cock. Each

797 Chromium plated 25 mm diameter half turn flush cock. Each

798 Chromium plated 32 mm diameter half turn flush cock. Each

799 Cromium plated bottle trap. Each

800 Ball cock of copper 25 mm diameter Each

801 Ball cock of copper 50 mm diameter Each

802 Ball cock of abonite 25 mm diameter Each

803 Ball cock of abonite 50 mm diameter Each

804 Gully trap 100mm x 100 mm size. Each

805 I.S. Class NP2 Heavy duty Non- Pressure Pipe (i) 250 mm diameter Rmt.

806 1.80 mm thick FRP sheet Sqmtr

807 Plywood all proof ( IS 710 ) 6 mm Sqmtr

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

809 Plywood all proof ( IS 710 ) 12 mm Sqmtr

810 Plywood all proof ( IS 710 ) 16 mm Sqmtr

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

812 Laminated sheet 0.80 mm thick Sqmtr

813 Laminated sheet 1.00 mm thick Sqmtr

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

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

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

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

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

819 CPVC Pipe SDR 13.5 - 50 mm daimeter Rmt

820 CPVC Pipe jointing solution 50 ml each

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

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

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

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

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

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

827 UPVC Pipe jointing solution 50 ml each

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

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

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

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

832 PVC SWR Nani Trap IS 14735 for Drain -75 mm dia with jali No

833 PVC SWR Nani Trap IS 14735 for Drain -100 mm dia with jali No

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

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

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

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

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

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

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

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

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

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

844 PVC SWR Gully Trap 160 x 110 No

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

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

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

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

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

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

851 PVC SWR Reducer 110 x 75 No

852 PVC SWR Piipe clamp 75 mm No

853 PVC SWR Piipe clamp 110 mm No

854 PVC SWR Piipe Bend 87.5 degree with door for 75 mm diameter No

855 PVC SWR Piipe Bend 87.5 degree with door for 90 mm diameter No

856 PVC SWR Piipe Bend 87.5 degree with door for 110 mm diameter No

857 PVC SWR WC Connector 110 mm No

858 PVC SWR LIP RING 110 X 110 No

859 PVC SWR LIP RING 110 X 125 No

860 PVC SWR Vent Cowl 75 mm dia No

861 PVC SWR Vent Cowl 110 mm dia No

862 PVC SWR Coupler 75 mm dia No

863 PVC SWR Coupler 110 mm dia No

864 PVC SWR Piipe Bend 45 degree 75 mm dia No

865 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 -300mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -450mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -500mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -600mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -900mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -1000mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -1200mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 casted by Vertically Vibrated

Technology -1400mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -300mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -450mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -500mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -600mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -900mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -1000mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -1200mm dia.

R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=4 casted by Vertically Vibrated

Technology -1400mm dia.

882 Vitryfied tiles 8 mm to 10 m thick 600 X600 MM size Light shed sq.m.

883 Anodised to Alluminium section kg

884 Darkshed pigment kg

885 Belt clamp 80mm Each

886 Belt clamp 100mm Each

887 Off-set 75 mm - 80 mm dia Each

888 G.S.W. bend 150 mm Each

889 Anodised Aluminum Butt hinges 75 mm x63 mm x 3.2 mm 10 Each

890 R.C.C Heavy Duty Non-Pressure pipe I.S.Class NP=2 750mm dia. Rmt

891 R.C.C Heavy Duty Non-Pressure Pipe I.S.Class NP=3 900mm dia. Rmt

892 Brick bats 20mm cu.m.

894 Heptachlor Litre

895 Melethione Litre

896 Acetone Litre

897 Pre-Moulded Asphalt joint Filler 20mm size Rmt

898 100 mm thick SIL FLEX (Capcell HD 100) expansion joint filler board in sheet foam sqm

Hydrocell XL semi rigid UV resistance high performance laminated closed cell polythene

foam joint filler in sheet foam

900 Expansion joint sealing System on 100 mm Wide sqm

901 Polysulphide material density of material 1650 Kg/m3 Kg

902 PU foam expancell. Rmt

903 4mm thick exterior composite panel sqm

904 Anodized Alluminium Groove member For top fix glass. Sec:4431 Kg

905 Powder coated Alluminium Groove member For top fix glass.Sec:4431 Kg

Anodized Alluminium Horizontal four track Section :8787, 122.20 x 31.75 x 1.10 mm @

Powder coated Alluminium Horizontal four track Section :8787, 122.20 x 31.75 x

Anodized Alluminium Horizontal Shutter Section 8947, 40.00 x 18.00 x 1.29 mm @ Wt.

Anodized Alluminium Horizontal three track Section

:92mm x 31.75mm x 1.30mm (of Jindal Section no:8688,@ Wt. 1.07 Kg/mt)

Powder coated Alluminium Horizontal three track Section :92mm x 31.75mm x 1.30mm

(of Jindal Section no:8688,@ Wt. 1.07 Kg/mt)

Anodized Alluminium Horizontal Two track Section

Powder coated Alluminium Horizontal Two track Section :8687, 61.85 x 31.75 x 1.20 mm

Anodized Alluminium Vertical four track Section :8935, 122.20 x 31.75 x 1.50 mm @ Wt.

Powder coated Alluminium Vertical four track Section :8935, 122.20 x 31.75 x 1.50 mm

Anodized Alluminium Vertical Shutter Section 8949, 40.00 x 18.00 x 1.29 mm @ Wt.

Powder coated Alluminium Vertical Shutter Section 8949, 40.00 x 18.00 x 1.29 mm @

Anodized Alluminium Vertical Shutter Section 8948, 40.00 x 18.00 x 1.29 mm @ Wt.

Powder coated Alluminium Vertical Shutter Section 8948, 40.00 x 18.00 x 1.29 mm @

Anodized Alluminium Vertical three track Section :92mm x 31.75mm x 1.50mm (of

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

Powder coated Alluminium Vertical three track Section :92mm x 31.75mm x 1.50mm (of

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

Anodized Alluminium Vertical Shutter Section 8947, 40.00 x 18.00 x 1.29 mm @ Wt.

Powder coated Alluminium Vertical Shutter Section 8947, 40.00 x 18.00 x 1.29 mm @

Anodized Alluminium Vertical Two track Section :8758, 61.85 x 31.75 x 1.30 mm @ Wt.

Powder coated Alluminium Vertical Two track Section :8758, 61.85 x 31.75 x 1.30 mm

925 Anodized Aluminium , Section :2443, 127.00 x 38.10 x 1.35 mm @ Wt.1.384 Kg/mt Kg

926 Powder coated Alluminium Section :2443, 127.00 x 38.10 x 1.35 mm @ Wt.1.384 Kg/mt Kg

Anodized Alluminium 95mm x 24mm x 1.17mm (of Jindal Section no:2459 @ wt.of

Powder coated Alluminium 95mm x 24mm x 1.17mm (of Jindal Section no:2459 @ wt.of

929 Anodized Alluminium Section 63.50 x 38.10 x 1.2 mm @ Wt. 0.643 Kg/mt Kg

930 Powder coated Alluminium Section 63.50 x 38.10 x 1.2 mm @ Wt. 0.643 Kg/mt Kg

931 Beading clips Size 19.00 x 17.30 x 0.90 mm @ Wt. 0.124 Kg/mt. Kg

932 Pre-cast kerb block M250 Grade Rmt.

933 Paver block M200 Grade 60mm Thick sqm

934 Paver block M250 Grade 60mm Thick sqm

935 Glzed tiles piece wastege. sqm

936 Polycarbonate multi wall Roofing sheet sqm

937 Hardware material hilti screw and rubber silicon sealer and alluminium strip of size 50 x sqm

938 Birla or Asian acrylic lapy ( putty) sqm

939 wall primer of approved brand sqm

940 PVC water tank litre

941 Plasticizer 300 ml of 50 kg cement liter

942 Sunext 8 (3 coat) sqmr.

943 1. 12 mm thick CAPCELL HD - 100 pre-moulded compressible filler board sqm

944 1. 20 mm thick CAPCELL HD - 100 pre-moulded compressible filler board sqm

945 1. 40 mm thick CAPCELL HD - 100 pre-moulded compressible filler board sqm

946 1. 12mm x 10 mm sealant for 12 mm thick pre-moulded compressible filler board kg

947 1. 20mm x 10 mm sealant for 20 mm thick pre-moulded compressible filler board kg

948 Aerated light weight concrete block 600 x 200 x 200 mm Nos.

949 1. 15 mm diametre backup rod m

950 1. 20 mm diametre backup rod m

951 1. 30 mm diametre backup rod m

952 1. 50 mm diametre backup rod m

953 1. 60 mm diametre backup rod m

954 PPGI Sheet ( 0.5 mm Thk) (100+100+10 wt. of 0.82425 per no.) Nos.

955 PPGI Sheet ( 0.5 mm Thk) (150+150+10 wt. of 1.21675 per no.) Nos.

956 1. 15 mm diameter CPVC (SDR 13.5) PIPE with fittings like lbow, tee Meter

957 1. 20 mm diameter CPVC (SDR 13.5) PIPE Meter

958 1. 25 mm diameter CPVC (SDR 13.5) PIPE Meter

959 1. 32 mm diameter CPVC (SDR 13.5) PIPE Meter

960 1. 40 mm diameter CPVC (SDR 13.5) PIPE Meter

961 1. 50 mm diameter CPVC (SDR 13.5) PIPE Meter

962 15mm dia. U.P.V.C. Pipe ( ( SCH- 40) length = 12.0 mt Rmt

963 25mm dia. U.P.V.C. Pipe ( ( SCH- 40) length = 12.0 mt Rmt

964 32mm dia. U.P.V.C. Pipe ( ( SCH- 40) length = 12.0 mt Rmt

965 40mm dia. U.P.V.C. Pipe ( ( SCH- 40) length = 12.0 mt Rmt

966 50mm dia. U.P.V.C. Pipe ( ( SCH- 40) length = 12.0 mt Rmt

967 Clamps including Nails Nos

968 Solution 50 ml adhesive solvent Nos

969 3. Clamps No.

970 4. Solution No.

971 1. 160 dia UPVC pipe Rmt

973 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 corrugated)

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 corrugated)

50mm thick PUF Insulated continuous sandwich panels( 0.50 mm thick pre coated GI

sheet on both side of Polyurethane foam with external face being corrugated)

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 corrugated)

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 corrugated)

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 corrugated)

981 8mm Plate (122 X 61mm) Kg

982 8mm Plate (300 x 300) Kg

983 8mm Plate (100 x 75) Kg

984 8mm Plate (110 x 70) Kg

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

Machineing Charge for making continous Profiling for PPGI Sheet 52mm x 30mm (

987 Machineing Charge for making continous Profiling PPGI Sheet 42mm x 30mm ( 0.5 mm Rmt

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

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

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

Machineing Charge for making continous Profiling PPGI Sheet 1000mm x 600mm (

992 PPGI Sheet End Cap for 30mm thick panel ( 0.5 mm Thk) Nos.

993 PPGI Sheet End Cap for 40mm thick panel ( 0.5 mm Thk) Nos.

994 PPGI Sheet Corner Angle 25x25 for Various Flashing ( 0.5 mm Thk) Nos.

995 PPGI Sheet Corner Angle 50x50 for Various Flashing ( 0.5 mm Thk) Nos.

996 PPGI Sheet Corner Angle 100x100 for Various Flashing ( 0.5 mm Thk) Nos.

997 PPGI Sheet Corner Angle 150x150 for Various Flashing ( 0.5 mm Thk) Nos.

998 Silane Nanotechnology Kg

999 Acrylic copolymer Kg

1001 Water tanker with pressure distributor/sprayer hrs

1002 Silane Nanotechnology (for bitumen emulsion application) Kg

1003 BT Metal 25 to 40 MM & Aggregate 13.2 and down chips & SD including conveyence Cum

1004 Silane Nanotechnology Z Kg

Light weight Calcium Silicate tegular edged 595X595 Modular Acoustical celling tiles

with 15 mm Thick Densified edges including 5% wastage

1006 Galvanized Steel main Tee ceiling section Size 24x38x0.33mm (3 metre long) Each

1007 Galvanized Steel perimeter wall Angle Size 24 x 24 x 0.40 mm (3.00 metre long) Each

1008 Galvanized Steel intermediate cross T section Size 24 x 28 x 0.30 mm ( 1.2 metre long) Each

1009 Galvanized Steel intermediate cross T section Size 24 x 28 x 0.30 ( 0.6 metre long) Each

1010 Hanger rod 4mm thick Each

1011 Level Adjustment clip Size 85x30x0.8 mm Each

1012 Dash fastener 12.5 mm dia 50 mm long Each

1013 Soffit cleat 25mmx35mmx1.60mm Each

1014 Wooden screws with plastic rawl plugs 35mm x 8mm, Each

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sl.No. Description Unit Rate

1 Labour charges - Bandhani Eac

2 Labour charges - Bhisti Eac

3 Labour charges - Blacksmith 1st Class Eac

4 Labour charges - Blacksmith 2nd Class Eac

5 Labour charges - Breaker Eac

6 Labour charges - Bullock with Driver to Mortar Mill Eac

7 Labour charges - Carpentar 1st Class Eac

8 Labour charges - Carpentar 2nd Class Eac

9 Labour charges - Chowkidar Eac

10 Labour charges - Compressar Operator Eac

11 Labour charges - Crane operator with Helper Eac

12 Labour charges - Excavator Eac

13 Labour charges - Extra labar sinking and chisselling Eac

14 Labour charges - Fitter Eac

15 Labour charges - Glazier Eac

16 Labour charges - Handcart with Mazdoor Eac

17 Labour charges - Hole Driller Eac

18 Labour charges - Mason 1st Class Eac

19 Labour charges - Mason 2nd Class Eac

20 Labour charges - Mate Eac

21 Labour charges - Mazdoor (Female) Eac

22 Labour charges - Mazdoor (Male) Eac

23 Labour charges - Mistry Eac

24 Labour charges - Painter Eac

25 Labour charges - Plumber (Fitter) Eac

26 Labour charges - Plumber(Fitter)Assist Eac

27 Labour charges - Polisher Eac

28 Labour charges - Spraymen Eac

29 Labour charges - Supervision for Machinery Eac

30 Labour charges - Welder Eac

31 Labour charges - White Washer Eac

32 Labour charges - Winch Operator Eac

33 Labour for Applying Two Coat of Preventitive Coating on Steel per day (Painter) Day

34 Labour for Removing (Descaling) Rust & Applying one coat per day (Semi Skilled) Day

35 Semi Skill helper days

36 Unskilled Labour days

37 Labour charges - Mazdoor with Hand Cart each

39 Labour charges Beldar Eac

40 Labour charges - Chiseller (Semi Skilled) Eac

41 Applicating Operator No.

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sl.No. Description Unit Rate

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

2 Cariage of GSW pipe lead 100mm (more than 10 ton) Rmt

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

4 Cariage of GSW pipe lead 125mm (more than 10 ton) Rmt

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

6 Cariage of GSW pipe lead 150mm (more than 10 ton) Rmt

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

8 Cariage of GSW pipe lead 200mm (more than 10 ton) Rmt

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

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

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

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

13 Cariage of RCC pipe lead 350 to 400 mm (upto 10 ton) Rmt

14 Cariage of RCC pipe lead 350 to 400 mm (more than 10 ton) Rmt

15 Cariage of RCC pipe lead 450 to 500 mm (upto 10 ton) Rmt

16 Cariage of RCC pipe lead 450 to 500 mm (more than 10 ton) Rmt

17 Cariage of RCC pipe lead 600 700 & 750 mm (upto 10 ton) Rmt

18 Cariage of RCC pipe lead 600 700 & 750 mm (more than 10 ton) Rmt

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sl.No. Description Unit Rate

19 Cariage of RCC pipe lead 900 to 1200mm (upto 10 ton) Rmt

20 Cariage of RCC pipe lead 900 to 1200mm (more than 10 ton) Rmt

21 Carriage Hoops Iron (upto 10 ton) MT

22 Carriage Hoops Iron (more than 10 ton) MT

23 Carriage of Asbestos Sheet (upto 10 ton) MT

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

25 Carriage of Bitumen (upto 10 ton) MT

26 Carriage of Bitumen (more than 10 ton) MT

27 Carriage of Bricks (upto 10 ton)

28 Carriage of Bricks (more than 10 ton)

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

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

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

32 Carriage of Brick aggregate 40mm size (more than 10 ton) cu.m.

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

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

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

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

37 Carriage of Cement (upto 10 ton) MT

38 Carriage of Cement (more than 10 ton) MT

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

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

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

42 Carriage of CI cover without frame (more than 10 ton) each

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

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

Carriage of concrete block (39cm x 20cm x 19cm) (upto 10 ton)

Carriage of concrete block (39cm x 20cm x 19cm) (more than 10 ton)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

66 Carriage of Precast slabs (concrete) (more than 10 ton) cu.m.

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

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

69 Carriage of Steam Coal (upto 10 ton) MT

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

71 Carriage of Steel (upto 10 ton) MT

72 Carriage of Steel (more than 10 ton) MT

73 Carriage of Hand Broken Stone agg. 40 to 63mm (upto 10 ton) cu.m.

74 Carriage of Hand Broken Stone agg. 40 to 63mm (more than 10 ton) cu.m.

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

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

77 Carriage of Stone Aggregate 20mm size (upto 10 ton) cu.m.

78 Carriage of Stone Aggregate 20mm size (more than 10 ton) cu.m.

79 Carriage of Stone Aggregate 40mm size (upto 10 ton) cu.m.

80 Carriage of Stone Aggregate 40mm size (more than 10 ton) cu.m.

81 Carriage of tiles (upto 10 ton)

82 Carriage of tiles (more than 10 ton)

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

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

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

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

87 Carriage Of Tube Tonne

88 Carriage of Galvenized MS Tubes upto 50mm dia (upto 10 ton) Each

89 Carriage of Galvenized MS Tubes upto 50mm dia (more than 10 ton) Each

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

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

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

93 Carriage of Stone Aggregate 6mm size (more than 10 ton) cu.m.

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

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

96 Carraige of concrete panels Cmt.

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sl.No. Description Unit Rate

1 Hire Charges for Bitiminious filter oil Fire Hour

2 Hire Charges for Bitiminious Mixer Hour

3 Hire Charges for Boiler Hour

4 Hire Charges for Pneumatic Road Roller Hr

5 Hire Charges for Tendon Road Roller Hour

6 Hire charges for Comprssor Per Day

7 Hire charges for Crane Hr

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

9 Hire Charges for Mech. Mortar mill L.S

10 Hire charges for penumetic drill & Pavement bracker Hr

11 Hire charges for road Roller Per Day

12 Hire charges for vibrator L.S

13 Hire Charges for Vibratory Road Roller Hour

14 Hire charges of required pilling Machineries Hour

15 Hire charges of surface Vibrator Each

16 Hydraulic Excavator 1 cum bucket capacity @ 60 cum per hour hour

17 Tipper 10 tonne capacity tonne

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

19 Motor grader for grading @ 100 cum per hour hour

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

21 Hire Charges of drilling machine Days

22 Tractor with rotovator hrs

23 Bitumen emulsion pressure distributor days

24 Excavator Pile Driving Day

25 Core Drill Rmt.

26 Impact Drill and Hand Socket Day

28 Scissor Jack Day

29 Rail Cutting Day

30 Zinc Coating LS

31 Diesel Generator Day

33 Tractor Trolley Day

34 Design of the structure using specialised steel framing software Kg.

35 Computerised Profile Marking Machine Hrs

36 Pre heat boiler Hrs

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sl.No. Description Unit Rate

1 Extra for 40mm thick shutters instead of 35mm thick L.S

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

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

4 Extra for Carriage of Stone L.S

5 Extra for Scaffolding L.S

6 Extra for Blasting Powder L.S

7 Extra Labour for Sinking And Chiselling L.S

8 Extra for knetledge block of CC 1:3:6 and labour for loading L.S

9 Extra for Cover blocks L.S

10 Extra for Labour charges for cutting, Bending and welding L.S

11 Extra for controlled Concrete L.S

12 Extra cost of centering and shuttering L.S

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

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

15 Extra for Carriage of Panels, shuters, particle board etc. L.S

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

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

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

19 Carriage of material etc. 89647,5300,55 Rawl,9800 1st class carpen,5600 L.S

20 Labour charges for light fitting & diffusers L.S

21 Labour Charges for filling Rock Wool L.S

22 Labour Charges for Installation of Vapour Breather Membrane L.S

23 Wastage and overlapping of the thermal bubble insulation L.S

Transporation of thermal bubble insulation from factory to site including loading /

25 Labour Charges for fixing thermal bubble insulation L.S

26 Labour Charges for fixing 12mm thick Cement Board L.S

27 Conveyance charge 5 km lead L.S

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

1 Lime Mortar 1:1 (1-lime putty/ Equivalent dry Hydrated Lime : 1-Fine sand) cu.m

2 Lime Mortar 1:2 (1-lime putty/ Equivalent dry Hydrated Lime : 2-Fine sand) cu.m

3 Lime Mortar 1:3 (1-lime putty/Equivalent dry Hydrated Lime : 3 - Fine sand) cu.m

4 Lime Mortar 1:1.5 (1-lime putty/ Equivalent dry Hydrated Lime : 1.5 Fine sand) cu.m

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

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

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

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

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

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

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

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

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

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

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

16 Lime Mortat 1:1.5 (1- Lime putty / Equivalent dry hydrated Lime:1.5 coarse cu.m

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

EARTH WORK (EXECUTED WITH MECHANISED EFFORTS/ MACHINARIES)

Excavation for foundation upto 1.5 m depth including sorting out and stacking

1 of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(A) Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking

2 of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking

3 of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth including sorting out and stacking

4 of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(D) Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including sorting out and stacking

5 of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(E) Hard Rock

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

6 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

7 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

8 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(C) Hard Murrum

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

(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

10 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(E) Hard Rock

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

11 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

12 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

13 and stacking of useful materials and disposing of the excavated stuff upto 50 cu.m

Meter lead.(C) Hard Murrum

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

14 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

15 and stacking of useful materials and disposing off the excavated stuff upto 50 cu.m

Meter lead.(E) Hard Rock

Extra for additional depth more than 5.0 m for excavation for foundation

16 including sorting out and stacking of useful materials and disposing of the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

17 including sorting out and stacking of useful materials and disposing off the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

18 including sorting out and stacking of useful materials and disposing of the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

19 including sorting out and stacking of useful materials and disposing off the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

20 including sorting out and stacking of useful materials and disposing of the cu.m

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

Add extra for Disposing off the excavated stuff of above items for lead of (A)

Add extra for Disposing off the excavated stuff of above items for lead of (B)

Add extra for Disposing off the excavated stuff of above items for lead of (C)

Add extra for Disposing off the excavated stuff of above items for lead of (D)

Add extra for Disposing off the excavated stuff of above items for lead of (E)

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

26 foundations etc. in layers not exceeding 20 cm. in depth consolidating each cu.m

disposited layer by ramming and watering.

Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

thickness including watering, ramming and consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm.

thickness including watering, remming and consolidating etc. complete.

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out

30 the soil and disposal of the surplus excavated soil as directed within a lead of Each

50 Meter for following diameter of pipes.(i)200 mm

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out

31 the soil and disposal of the surplus excavated soil as directed within a lead of Each

50 Meter for following diameter of pipes.(ii) 250 mm

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out

32 the soil and disposal of the surplus excavated soil as directed within a lead of Each

50 Meter for following diameter of pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for under reamed piles of

following Diameter.(i) 200 mm

Extra for under reaming inside the bore Holes for under reamed piles of

following Diameter.(ii) 250 mm

Extra for under reaming inside the bore Holes for under reamed piles of

following Diameter.(iii) 300 mm

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes

36 are made deeper or shallower than Each

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

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes

37 are made deeper or shallower than Each

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

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore holes

38 are made deeper or shallower than Each

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

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

EARTH WORK (EXECUTED WITH MANUAL LABOUR)

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) Loose

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) Dense

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) Hard

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

4 useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft cu.m

rock not requiring Blasting

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) Hard

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

6 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

7 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

8 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(C) Hard Murrum

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

9 stacking of useful materials 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

10 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(E) Hard Rock

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

11 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(A) Loose or soft soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

12 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(B) Dense or Hard soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

13 stacking of useful materials and disposing of the excavated stuff upto 50 Meter cu.m

lead.(C) Hard Murrum

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

14 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

15 stacking of useful materials and disposing off the excavated stuff upto 50 Meter cu.m

lead.(E) Hard Rock

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

Providing and laying in foundation and plinth / under floors lime concrete

with hand broken stone aggregates 40mm nominal size and 40% mortar

comprising of 1-Lime putty : 2-Fine sand and curing complete excluding

cost of formwork.

Providing and laying in foundation and plinth / under floors lime concrete

2 with graded brick aggregates 40 mm nominal size and 40% mortar cu.m

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

3 6- Machine cut stone aggregates 40 mmnominal size) and curing cu.m

complete excluding cost of formwork in (A) Foundation and Plinth

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

4 : 8- Machine cut stone aggregates 40 mm nominal size) and curing cu.m

complete excluding cost of formwork in (A) Foundation and Plinth

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

5 : 6- crushed stone aggregates 20 mm nominal size) and curing complete cu.m

including cost of formwork in (A) Wall Caps / Coping

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

6 : 5- Coarse sand : 10- Machine cut stone aggregates 40 mm nominal cu.m

size) and curing complete excluding cost of formwork in (A) Foundation

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

7 : 6- Graded brick bat aggregate 40mm normal size) and curing complete cu.m

excluding cost of formwork in (A) Foundation and Plinth

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

8 : 8- Graded Brick bats aggregate 40mm normal size) and curing cu.m

complete excluding cost of formwork in (A) Foundation and Plinth

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

9 : 5- fine sand : 10- graded brick bat aggregates 40mm nominal size) and cu.m

curing complete excluding cost of formwork in (A) Foundation and Plinth

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

10 : 4- graded stone aggregates 20 mm nominal size) and curing complete cu.m

excluding cost of 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 formwork in (B)Independent piers, columns, and pillars,

upto floor two level

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base or columns and Mass

concrete and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse

sand : 4- graded stone aggregates 20 mm nominal size) and curing

13 complete excluding cost of formwork and reinforcement for reinforced cu.m

concrete work in (B) Slabs, landing, shelves, Balconis , Lintels, 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 20 mm nominal size) and curing

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts upto floor two level.

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (E)Staircases excluding landing upto floor two level

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and reinforcement for reinforced

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

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 (1-

cement, 3 Fine sand) to give a smooth and even 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

Extra for additional lift of concrete for all R.C.C. work above floor two

level excluding cost of reinforcment

Extra for additional lift of reinforcing steel for all R.C.C. work above floor

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

surface with cement mortar 1:3 (1-Cement : 3- Fine sand)

Providing throating or plaster drip and moulding to

R.C.C. Chhajja.

Providing upto floor two level precast cement concrete jali or grill 1:2:4

mix (1- Cement : 2- coarse sand :

26 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm Sqm

dia. Mild steel wire including 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 :

27 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm Sqm

dia. Mild steel wire including roughening,cleaning, fixing and finishing in

cement 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 :

28 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm Sqm

dia. Mild steel wire including roughening,cleaning, fixing and finishing in

cement 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 :

29 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm Sqm

dia. Mild steel wire including roughening,cleaning, fixing and finishing in

cement 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 :

30 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm Sqm

dia. Mild steel wire including roughening,cleaning, fixing and finishing in

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

Extra for additional lift for providing and fixing in position precast R.C.C.

units above floor two level

Providing and laying damp proof course 25mm thick cement concrete

32 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal Sqm

size) and curing complete

Extra for providing and mixing water proofing material in Cement Kg per

concrete in mix proportion recommended by the manufacturers. Quintal of

Providing and laying controlled cement concrete M.150 for curing

34 complete excluding cost of formwork and reinforcement for reinforced cu.m

concrete work in (A) Foundations, footings,Base of columns and Mass

Providing and laying controlled cement concrete M.150 for curing

35 complete excluding cost of formwork and reinforcement for reinforced cu.m

concrete work in (B) Walls, from top of foundation level upto floor two

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 Cantilever upto floor two level

Providing and laying controlled cement concrete M.150 for curing

37 complete excluding cost of formwork and reinforcement for reinforced cu.m

concrete work in (D) Columns, Pillars posts and struts upto floor two level.

Providing and laying controlled cement concrete M.150 for curing

38 complete excluding cost of formwork and reinforcement for reinforced cu.m

concrete work in (E) Staircases excluding landing upto floor two level

Providing and laying controlled cement concrete M.150 for curing

39 complete excluding cost of formwork and reinforcement for reinforced cu.m

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

Providing and laying controlled cement concrete M.200 and curing

40 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (A) Foundations, footings, Base of columns

Providing and laying controlled cement concrete M.200 and curing

41 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (B) Walls, from top of foundation level upto

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 and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200 and curing

43 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (D) Columns, Pillars posts and struts upto

Providing and laying controlled cement concrete M.200 and curing

44 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (E) Staircases excluding landing upto floor

Providing and laying controlled cement concrete M.200 and curing

45 complete excluding the cost of formwork and reinforcement for cu.m

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

Providing and laying controlled cement concrete M.250 and curing

46 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (A) Foundations, footings, Base of columns

Providing and laying controlled cement concrete M.250 and curing

47 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (B) Walls, from top of foundation level upto

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 and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 and curing

49 complete excluding the cost of formwork and reinforcement for cu.m

reinforced concrete work in (D) Columns, Pillars posts and struts, upto

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) 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

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

51 finishing smooth with curing etc. complete including the cost of formwork cu.m

but excluding the cost of reinforsement for R.C.C work in (ii) Slabs

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 20 mm nominal size) and

52 finishing smooth with curing etc. complete including the cost of formwork cu.m

but excluding 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 20 mm nominal size) and

53 finishing smooth with curing etc. complete including the cost of formwork cu.m

but excluding the cost of reinforsement for R.C.C work in (iv) Slabs

having more than 13 cm and upto 15 cm.thickness

Providing and Laying controlled cement concrete M.150 and finishing

54 smooth with curing etc. complete including the cost of formwork but cu.m

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 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 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 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 20 mm nominal size) 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

thickness and laying ordinary cement concrete 1:2:4 (1- Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed

59 work with curing etc. complete including the cost of formwork but cu.m

excluding the cost of reinforsement for R.C.C work in (ii) Slabs 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 20 mm nominal size) exposed

60 work with curing etc. complete including the cost of formwork but cu.m

excluding 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 20 mm nominal size) exposed

61 work with curing etc. complete including the cost of formwork but cu.m

excluding the cost of reinforsement for R.C.C work in (iv) Slabs having

more than 13 cm and upto 15 cm.thickness

Providing and laying controlled cement concrete M.150 and exposed

62 work with curing etc. complete including the cost of formwork but cu.m

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 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 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 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 20 mm nominal size) for

R.C.C lintel including finishing smooth with,curing etc. complete including

the cost of 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 20 mm nominal size) and

67 finishing smooth with,curing etc. complete including the cost of formwork cu.m

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

:(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 20 mm nominal size) and

68 finishing smooth with,curing etc. complete including the cost of formwork cu.m

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

:(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

69 finishing smooth with,curing etc. complete including the cost of formwork cu.m

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

:(iii) Having cross-sectional area more than 0.12Sq.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 20 mm nominal size) and

70 finishing smooth with,curing etc. complete including the cost of formwork cu.m

but excluding the cost of reinforcement for R.C.C work in (B) COLUMNS:

(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 20 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) COLUMNS:

(ii) Having cross-sectional area more than

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 20 mm nominal size) and

72 finishing smooth with,curing etc. complete including the cost of formwork cu.m

but excluding the cost of reinforcement for R.C.C work in (B) COLUMNS:

(iii) Having cross-sectional area more than 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 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 cross-

sectional area more than 0.08Sq.M and upto 0.12 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 :(iii) Having cross-

sectional area more than 0.12Sq.M and upto 0.18 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:(i) 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) Having cross-

sectional area more than 0.08 Sq.M and upto 0.18 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:(iii) Having cross-

sectional area more than 0.12Sq.M and upto 0.18 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 :(i) Having 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 for R.C.C. work in (A) BEAMS :(ii) Having cross-

sectional 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

cross-sectional area more than 0.12Sq.M and upto 0.18 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 (B) COLUMNS:(i) Having

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

cross-sectional area more than 0.08 Sq.M and upto 0.18 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 (B) COLUMNS:(iii) Having

cross-sectional area more than 0.12Sq.M and upto 0.18 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 :(i) Having 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 (A) BEAMS :(ii) Having cross-

sectional 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

cross-sectional area more than 0.12Sq.M and upto 0.18 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:(i) Having

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

cross-sectional area more than 0.08 Sq.M and upto 0.18 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: (iii) Having

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

Providing and applying anticarrasive treatment with polymer base

materials to the steel rainfarcement including descaling the dust and

applying the preventive coating of approved make (for the R.C.C.

structures near coastal area only) etc complete.

Providing and fixing in expansion joint 100 mm thick expansion joint

92 board of best quality and approved make including cutting to required Sqm

size and shape at all levels etc. complete as directed.

Providing and laying and fixing 50 mm thick expansion joint by hydro cell

93 semi rigid UV resistance with high performance laminated closed cell Sqm

polythene foam joint filler in sheet foam as directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion joint by hydro cell

94 semi rigid UV resistance with high performance laminated closed cell Sqm

polythene foam joint 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 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

96 mm x 12.5 mm lather by cutting or by repairing groove and removing Sqm

mortar drop or any other foreign materials including 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

97 groove of 25 mm x 12.5 mm lather by cutting or by repairing groove and Sqm

removing mortar drop or any other foreign materials 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

98 on existing expansion joint horizontally & vertically with all material, Sqm

hardware, acessories & 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

99 R.M.C. from transit mixer to site of laying, excluding the cost of centering cu.m

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)

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

100 R.M.C. from transit mixer to site of laying, excluding the cost of centering cu.m

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)

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

101 R.M.C. from transit mixer to site of laying, excluding the cost of centering cu.m

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

102 R.M.C. from transit mixer to site of laying, excluding the cost of centering cu.m

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 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

103 R.M.C. from transit mixer to site of laying, excluding the cost of centering cu.m

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 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

104 sec. pH of 7.00 to 10.00 and Sp. Sqm

Gravity @ Room Temperature 1.30+0.1, tested for 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 absorption &

compression recovery of 93% minimum as 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 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 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 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 exhibit

shore A hardness of 25 and have movement accommodation factor 25%

including using of compatible primer of approved standard etc. complete.

For 20 mm thick joint

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

Brick work using common burnt clay building bricks having crushing strength not less

1 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine cu.m

sand)(A) Modular

Brick work using common burnt clay building bricks having crushing strength not less

2 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine cu.m

sand)(B) Conventional

Brick work using common burnt clay building bricks having crushing strength not less

3 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine cu.m

sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks having crushing strength not less

4 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine cu.m

sand)(A) Modular

Brick work using common burnt clay building bricks having crushing strength not less

5 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine cu.m

sand)(B) Conventional

Brick work using common burnt clay building bricks having crushing strength not less

6 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine cu.m

sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks having crushing strength not less

7 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement : 8 -fine cu.m

sand)(A) Modular

Brick work using common burnt clay building bricks having crushing strength not less

8 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement : 8 -fine cu.m

sand)(B) Conventional

Brick work using common burnt clay building bricks having crushing strength not less

9 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement : 8 -fine cu.m

sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks having crushing strength not less

10 than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 - cu.m

fine sand)(A) Modular

Brick work using common burnt clay building bricks having crushing strength not less

11 than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 - cu.m

fine sand)(B) Conventional

Brick work using common burnt clay building bricks having crushing strength not less

12 than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 - cu.m

fine sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks having crushing strength not less

13 than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine cu.m

sand)(A) Modular

Brick work using common burnt clay building bricks having crushing strength not less

14 than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine cu.m

sand)(B) Conventional

Brick work using common burnt clay building bricks having crushing strength not less

15 than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine cu.m

sand)(C) Fly Ash Bricks

16 Extra for brick work in superstructure above plinth level upto floor two level (A) Modular cu.m

17 Extra for brick work in superstructure above plinth level upto floor two level (B) cu.m

Extra for brick work in superstructure above plinth level upto floor two level(C) Fly Ash

Extra for brick work in superstructure above floor two level Item No. 1(6.12) (A) floor

Extra for brick work in superstructure above floor two level Item No. 1(6.12) (B) floor

Conventional per

Extra for brick work in superstructure above floor two level Item No. 1(6.12) (C) Fly floor

Extra for brick work in superstructure above floor two level Item No. 2(6.13) (A) floor

Extra for brick work in superstructure above floor two level Item No. 2(6.13) (B) floor

Conventional per

Extra for brick work in superstructure above floor two level Item No. 2(6.13) (C) Fly floor

25 Extra for brick work in superstructure above floor two level Item No. 3 (A) Modular

26 Extra for brick work in superstructure above floor two level Item No. 3 (B) Conventional

Extra for brick work in superstructure above floor two level Item No. 3 (C) Fly Ash floor

28 Extra for brick work in superstructure above floor two level Item No. 4 (A) Modular

29 Extra for brick work in superstructure above floor two level Item No. 4 (B) Coventional

Extra for brick work in superstructure above floor two level Item No. 4 (C) Fly Ash floor

31 Extra for brick work in superstructure above floor two level Item No. 5 (A) Modular

(i) Half brick masonry in common brunt clay building bricks having crushing strength

32 not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in Sqm

foundation and plinth (A) Modular

(i) Half brick masonry in common brunt clay building bricks having crushing strength

33 not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in Sqm

foundation and plinth (B) Conventional

(i) Half brick masonry in common brunt clay building bricks having crushing strength

34 not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in Sqm

foundation and plinth (C)Fly Ash Bricks

(ii) Half brick masonry in common brunt clay building bricks having crushing strength

35 not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in Sqm

foundation and plinth (A) Modular

(ii) Half brick masonry in common brunt clay building bricks having crushing strength

36 not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in Sqm

foundation and plinth (B) Conventional

(ii) Half brick masonry in common brunt clay building bricks having crushing strength

37 not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse sand ) in Sqm

foundation and plinth (C)Fly Ash Bricks

(iii) Half brick masonry in common brunt clay building bricks having crushing strength

38 not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in Sqm

foundation and plinth (A) Modular

(iii) Half brick masonry in common brunt clay building bricks having crushing strength

39 not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in Sqm

foundation and plinth (B) Conventional

(iii) Half brick masonry in common brunt clay building bricks having crushing strength

40 not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in Sqm

foundation and plinth (C)Fly Ash Bricks

41 Extra for brick work in superstructure above floor two 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 course embedded in Cement

Mortar in foundation and 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 course embedded in Cement

Mortar in foundation and 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 course embedded in Cement

Mortar in foundation and plinth (C)Fly Ash Bricks

45 Extra for brick work in superstructure above floor two level Item No. 5 (C) Fly Ash cu.m

Extra for half brick masonry in superstructure above plinth level upto floor two level.

Extra for half brick masonry in superstructure above plinth level upto floor two level.

(B) Conventional

Extra for half brick masonry in superstructure above plinth level upto floor two level.

(C)Fly Ash Bricks

49 Extra for half brick masonry in superstructure above floor two level. (A) Modular Sqm

50 Extra for half brick masonry in superstructure above floor two level.(B) Conventional Sqm

51 Extra for half brick masonry in superstructure above floor two level. (C) Fly Ash Bricks Sqm

Half brick thick honey- comb brick work with common burnt clay building bricks having

52 crushing strength not less than 35 Kg/Sq.Cm. (i) In Cement Mortar 1:4 ( 1- Cement : 4 Sqm

Half brick thick honey- comb brick work with common burnt clay building bricks having

53 crushing strength not less than 35 Kg/Sq.Cm. (ii) In Cement Mortar 1:5 ( 1- Cement : Sqm

5 - coarse sand)

Half brick thick honey- comb brick work with common burnt clay building bricks having

54 crushing strength not less than 35 Kg/Sq.Cm. (iii) Fly Ash Brick In Cement Mortar 1:5 Sqm

( 1-Cement : 5 - coarse sand)

Masonary work using Aerated light weight concrete block having crushing strength not

55 less than 35 kg/sqcm for super structure above plinth level upto floor two level in cu.m

cement mortar 1:5 ( 1 cement : 5 fine sand ) complete as per Technical Specification

Providing and laying Precast Lightweight concrete hollow core wall with hollow core

concrete unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm /

2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of controlled cement

concrete M20 having cube compressive strength not less than 20 MPa jointing with

high strength & tensile adhesion non-shrink cementitious joint compound / P.U. Foam.

(Plaster not required)

Providing and laying Precast Lightweight concrete hollow core wall with hollow core

concrete unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm /

2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of controlled cement

concrete M20 having cube compressive strength not less than 20 MPa jointing with

high strength & tensile adhesion

non-shrink cementitious joint compound / P.U. Foam. (Plaster not required)

Providing and laying Precast Regular concrete hollow core wall with hollow core

concrete unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm

/ 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of controlled cement

concrete M35 having cube compressive strength not less than 35 MPa jointing with

high strength & tensile adhesion non-shrink cementitious joint compound / P.U. Foam.

(Plaster not required)

Providing and laying Precast Regular concrete hollow core wall with hollow core

concrete unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm /

59 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of controlled cement Sqm

concrete M35 having cube compressive strength not less than 35 MPa jointing with

high strength & tensile adhesion non-shrink cementitious joint compound / P.U. Foam.

(Plaster not required)

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

(i) Uncoursed Rubble Masonry with hard stone of approved quality in foundations

1 and plinth in Cement Mortar 1:6 (1-cement : 6-coarse sand including levelling up cu.m

(ii) Uncoursed Rubble Masonry with hard stone of approved quality in foundations

2 and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including levelling up cu.m

(iii) Uncoursed Rubble Masonry with hard stone of approved quality in foundations

and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5-coarse sand including levelling up etc.

4 Extra over Item 7.6 for super structure above plinth level upto floor two level cu.m

5 Extra for additional lift in superstructure above floor two level. cu.m

Coursed rubble masonry with hard stone of approved quality in foundations and

plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality in foundations and plinth in

7 Cement Mortar 1:5 cu.m

(1-Cement : 5-coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality in foundations and plinth in

8 Cement Mortar 1:4 cu.m

(1-Cement : 4-coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality in foundations and plinth in

9 Cement Mortar 1:3 cu.m

(1-Cement : 3-coarse sand) etc. complete.

10 Extra over item No. 7.17 for superstructure above plinth level upto floor two level

11 Extra for additional lift in superstructure above floor two level.

White Stone Bela mesonry block in course in superstructure with stone of

12 approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including cu.m

packing the joints etc. complete.

White Stone Bela mesonry work in partition walls upto 15 cm thickness in cement

Mortar 1:4 ( 1- Cement : 4- course sand)

White Stone Bela mesonry block in course in superstructure with stone of

14 approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing cu.m

the joints etc. complete.

White Stone Bela mesonry block in course in superstructure with stone of

15 approved quality in Lime Mortar 1:6 (1-Cement : 6- course sand) including packing cu.m

the joints etc. complete.

Precast concrete block masonry (including quoin blocks jamb blocks closer etc.)

with solid concrete blocks of approved size made of cement concrete 1:3:6 mix (1-

Cement : 3 coarse sand: 6- graded stone aggregates of 20 mm and down grade)

in foundation and plinth cement morter 1:6

Extra for masonry work with precast concrete block in superstructue above plinth

upto floor two level.

Precast concrete block masonry in partition walls 10 cm. thick with solid block of

approved size (including quion blocks Jamb blocks closer etc.) made of C.C.1:3:6

(1- Cement : 3- coarse sand : 6 graded stone aggregates 20 mm and down grade)

Providing and laying hollow block masonry 90 mm thick using hollow concrete

blocks IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in perfect line

level and plinth preparing grading the joints incl. the cost of scaffolding and curing

etc. (A) Block masonry in 1:1:8 cement lime mortar

Providing and laying hollow block masonry 140 mm thick using follow blocks

masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in parfect

line level and plint propering groding the jaints ind. the cast of seaffolding and

quiring etc . (A) Block masonry in 1:1:8 cement lime mortar

Providing and laying hollow block masonry 190 mm thick using follow blocks

masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in perfect

line level and plint propering groding the jaints ind. the cast of seaffolding and

quiring etc (A) Block masonry in 1:1:8 cement lime mortar

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering

1 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases

of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering

2 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits

of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering

below supporting floor to ceiling not exceeding 4 M. and removal of the same for in

situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits

of suspended floor roof slabs Landings and the like. (2) Floors etc. above 200mm in

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

4 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls

(any thickness) partitions and the like including attached buttresses & string course &

the like. formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

5 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and

struts. (1) Square Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

6 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and

struts. (2)Circular or curved in Plan.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

7 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders Bressumers and Lintels not exceeding

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

8 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (H) (2) Sides and soffits of

Beams Beam Haunchings canti-levers Girders Bressumers and Lintels exceeding

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

9 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in

floors and walls.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

10 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (K) Small surfaceassuch as

cantiever brackets and ends of steps caps and basses to pilasters and Columns and

the like. formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

11 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (L) Chullah Hoods, weather

shades Chhajjas Corbels etc. including edges.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

12 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (M) Staircase with sloping or

stepped soffits including risers and stringers excluding landing.

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering

13 below supporting floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

situ reinforced concrete and plain concrete work in. (Q) Vertical fins and vertical sun

Extra for additional height of propping and centering where the height of propping and

14 centering exceeds 4 .O M between supporting floor to ceiling including temporary Sqm

brick or stone pillars for supporting as required. (i)Height more than 4.0 M.and upto

Extra for additional height of propping and centering where the height of propping and

15 centering exceeds 4 .O M between supporting floor to ceiling including temporary Sqm

brick or stone pillars for supporting as required. (ii) Height more than 5.0 M.and upto

Extra for additional height of propping and centering where the height of propping and

16 centering exceeds 4 .O M between supporting floor to ceiling including temporary Sqm

brick or stone pillars for supporting as required. (iii) Height more than 6.0 M. and upto

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

(A) Foundations, Footings, Bases of Columns etc. and Mass concrete

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

18 (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto Sqm

200mm in thickness.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

19 (B) Flat surfaces such as soffits of slabs Landings and the like. 2) Floors etc.above Sqm

200mm in thickness.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

20 (C)Vertical surface such as walls (anythickness) partitions & lime including attached Sqm

pilasters buttresses plinth & string course & like.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

(G) Columns, Pillars, Posts and struts. (1) Square, Rectangular or polygonal in plan.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

(G) Columns, Pillars, Posts and struts. (2) Circular or curved in plan

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

23 (H)(1) Sides and soffits of Beams, Beam Haunchingscantilevers Girders, Bressumers Sqm

and Lintels not exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

24 (H) (2) Sides and soffits of Beams, Beam Haunchings cantilevers Girders, Sqm

Bressumers and Lintels exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

(I) Edges of slabs and Breaks in floors and walls.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

26 (K) Small surfaceas such as centilever endsnBrackets and end of steps caps and Sqm

basses to pilasters and Columns including edges.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

(L) Chullah Hoods weather Shades Chhajjas Corbels etc. and the like.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

28 (M)Staircase with sloping or stepped soffits including sisers and stringers excluding Sqm

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in

(Q)Vertical fins and vertical sun breakers.

UPLETA NAGARPALIKA - UPLETA

DIST. :- RAJKOT

SCHEME :- SELF FUND

NAME OF WORK :- CONSTRUCTION OF VARIOUS TYPE ROAD, BUILDING & DRAIN WORK

Sr. No. Description Unit Rate

WOOD WORK & JOINERY

Providing wood work in frames of Doors, windows cleare story windows and

othersimilar works wrought, framede and fixed in position. (A) Indian Teak Wood Cu.Dm.

Providing wood work in Trusses, Purling, Rafter, Post,Post Plates, wall plates

and the like wrought framed, hoisted and fixed in position

Providing wood work in frames of false- ceiling, partitions etc sawn and put up in

position. (A) Indian Teak Wood

Providing and fixing 35 mm thick shutters for Doors, windows and clear story

4 windows including anodised alluminium butt hinges with necessary screws.(A) Cu.Dm.

Indian Teak Wood (1) Fully Panelled

Providing and fixing 35 mm thick shutters for Doors, windows and clear story

5 windows including anodised alluminium butt hinges with necessary screws. (A) Sqm

Indian Teak Wood (ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clear story

6 windows including anodised alluminium butt hinges with necessary screws. (A) Sqm

Indian Teak Wood(iii) Partly panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory

7 windows including blackenamelled M.S. butt hinges with necessary screws. Sqm

(A) Indian teak wood. (i) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory

8 windows including blackenamelled M.S. butt hinges with necessary screws. Sqm

(A) Indian teak wood. (ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory

9 windows including blackenamelled M.S. butt hinges with necessary screws. Sqm

(A) Indian teak wood. (iii) Partly panelled and partly glazed.

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised

10 alluminium butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Sqm

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised

alluminium butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised

12 alluminium butt hinges with necessary screws. (A) Indian teak wood. (iii) Partly Sqm

panelled and partly glazed.

Providing and fixing 25 mm thick shutters for cupboards etc. including black

13 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (i) Sqm

Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards etc. including black

14 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (ii) Sqm

Providing and fixing 25 mm thick shutters for cupboards etc. including black

15 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (iii) Sqm

Partly panelled and partly glazed.

Add extra for providing and fixing 40 mm thick shutters instead of 35 mm thick

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

17 shutters, for Doors windows and clearstory windows including anodised Sqm

alluminium But hinges with necessary screws and indian teak wood shutters

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

18 shutters, for Doors windows and clearstory windows including anodised Sqm

alluminium But hinges with necessary screws and indian teak wood shutters

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

19 shutters, for Doors windows and clearstory windows including anodised Sqm

alluminium But hinges with necessary screws and indian teak wood shutters

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

shutters, for Doors windows and clearstory windows including anodised

alluminium But hinges with necessary screws and indian teak wood shutters

with. (D) Asbestos sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

21 shutters, for Doors windows and clearstory windows including black enamelled Sqm

M.S. But hinges with necessary screws. (A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

22 shutters, for Doors windows and clearstory windows including black enamelled Sqm

M.S. But hinges with necessary screws. (B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

23 shutters, for Doors windows and clearstory windows including black enamelled Sqm

M.S. But hinges with necessary screws. (C) Hard board panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

24 shutters, for Doors windows and clearstory windows including black enamelled Sqm

M.S. But hinges with necessary screws . (D) Asbestos sheet panels.

Provoding and fixing flush door shutters, solid core construction with frame of

first class hardwood with cross board and face veneer or plywood face panels,

25 including anodised alluminium butt hinges with necessary screws. (B) Non- Sqm

decorative type and block board core anodised alluminium butt hinges in flush

door shutters (2) 35 mm thick.

26 Extra for using bright finished M.S. piano hinges of (A) Nickel plated piano Sqm

Extra for providing vision panel not exceeding 0.1 Sq.M. in all types of flush

doors. (A) Rectangular or Square.

Providing and fixing 30 mm wire gauge shutters using galvanised M.S. wire of

I.S. gauge designation of 85 G. with wire of 0.56 mm dia,for Doors, windows and

clearstory windows including anodised alluminium butt hinges with necessary

screws. (A) Indian teak wood.

Providing and fixing 30 mm wire gauge shutters using galvanised M.S. wire of

I.S. gauge designation of 85 G. with wire of 0.56 mm dia,for Doors, windows and

clearstory windows including bright finished or/ and black enamellede M.S. butt

hinges with necessary Mango wood or equivalent quality.

Extra for providing and fixing galvanised M.S wire gauge of I.S. gauge

30 designation 140 G,to 000 Rs. windows and cleastory windows with wire of dia Sqm

0.71 mm instead of I,S,gauge designation 85 G.with wire of dia.0.56 mm.

Providing and fixing 12 mm thick and 100mm wide pelmet of flat pressed 3 layer

neneed particle board solid core with 25 mm diametre alluminium curtain Road

and brackets including fixing with 25mm x 3mm M.S flat 10cm,long and plugs

Providing and fixing 40mm panelled, Glazed or panelled and glazed partitions

32 fixed to frames with iron scews etc. complete with indian teak wood (Frames Sqm

tobe paid separately)

Providing and fixing Decorative plywood 4mm thick in partitions including fixing

33 to frames with screws etc, complete with 50mm x 12mm teak wood beading Sqm

(Frames tobe paid separately)

Providing and fixing in partitions 4mm thick medium hard board of approved

34 quality including fixing to fames with screws etc, complete with 50mm x 12mm Sqm

teak wood beading (Frames tobe paid separately)

25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron

35 brackets fixed at suitable distances but not exceeding 75 cm. apart with Mango Sqm

wood or equivalent quality.

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron

36 brackets fixed at suitable distances not exceeding 75 cm. apart with Mango Sqm

wood or equivalent quality.

Providing and fixing M.S. round or square bars with M.S.flats at required spacing

in wooden frames of windows and clerestory windows.

Providing and fixing M.S. grills of required pattern to wooden frames of windows

38 etc. with M.S. flats at required spacings and frame alround, square or round bars kg

with round headed bolts and nuts or by screws (A) Plain Grill.

Providing and fixing M.S. grills of required pattern to wooden frames of windows

39 etc. with M.S. flats at required spacings and frame alround, square or round bars kg

with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL

Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or weight

40 not less than 7.75 kg. per Sq.M. to window frames etc. including 60 x 20mm Sqm

beading of teak wood.

Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l gauge

41 designation 85 G. with wire of dia.0.56 mm to windows and celevating windows Sqm

including 60 x 20mm beading of teak wood.

Providing and fixing first class indian teak wood 75mm x 60mm moulded hand

rails in straight lengths complete.

(i) Providing and fixing glazed louvered glass windows and ventilators with teak

wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood work

(ii) Providing and fixing glazed louvered glass windows and ventilators with teak

44 wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood work Sqm

etc.complete. with wooden louvers plank 12mm thick

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly

glazed. and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete. (iii) Partly panelled

Providing glazed.

fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 12 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 12 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 12 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 12 cm x 7 cm. size including black

enamelled iron oxidized fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 12 cm x 7 cm. size including black

enamelled iron oxidized fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and clerestory

windows including Indian teak wood frames 12 cm x 7 cm. size including black

enamelled iron oxidized fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc, complete. (iii) Partly panelled

extra for providing and fixing 40mm thick shutters instead of 35 mm thick

shutters including oil paining etc. complete.

Deduct for providing and fixing 25mm thick shutters instead of 35 mm thick

shutters including oil paining etc. complete.