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| 1 | B-44/1.6 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | B-54/3.1.6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 3 | B-59/4.1 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 4 | B-62/4.13.3 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete upto floor five level.TMT Bars |
| 5 | B-61/4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 6 | B-139/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 7 | P & F on wall face unplasticised rigid PVC rain water pipefitting confirming to (IS :13592 mark) class II/ (4 Kg./cm2) of approved quality/make including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion(i)single socketed pipes 110 mm dia meter.: (s-257/3.44.2) |
| 8 | P & F on wall face unplasticised rigid PVC rain water pipefitting confirming to (IS :13592 mark) class II/ (4 Kg./cm2) of approved quality/make including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion(i)single socketed pipes 110 mm dia meter.: Bend 87.5 :110 mm dia(s-258/3.45.4) |
| 9 | B-65/5.1.2 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 10 | B-128/11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. |
| 11 | B-98/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 12 | B-146/12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 13 | B-54/3.1.2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. .M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 14 | B-245 / 3.8.5 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressurepipes (IS : 458mark) of approved make with collars, jointedwith C.M. 1:2 or having Spigot and socket ends with flexiblerubber rings joint including testing of joints etc. complete300mm dia Internal |
| 15 | B- 251 /3.21.2 Construction of chamber in all type of soil with 300 mm thickmasonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation,20mm thick insider plaster in Cm 1:6, finished with floatingneat cement, 50mm thick M-15 grade C.C. flooring ,earthwork etc. complete as per design including disposal ofsurplus earth within a lead of 50 mtr.-do- size 450 x 450mm depth upto 0.5 M Cement cover withframe |
| 16 | B-48/1.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 17 | Labour charges For removing, stacking and re-fixing of 60 mm thick interlocking blocks with all lead, lift and T and P etc. Complete in all respect as per direction of Engineer In- charge. |
| 18 | Labour charge for collection of existing spreaded 20-63mm nominal size Hand/Crusher broken stone aggregate of any thickness from substation yard by manual/mechanical means, as permitted by the Engineer in charge,with due care,as per safety norms of substation.This aggregate should be screened and stacked properly.Then this screenedaggregate shall be laid in 100mm thick layer in yard as directed, with due care with all lead, lift.(Payment shall be done as per stack measurement,after deduction of voids,as per norms)( Item Rate approved by CE civil ) |
| 19 | Providing and fixing 30mm thick ferrow cast RCCcable trenche cover upto a span of 1200mm c.c.grade M-25 with all left and lift complete havingouter frame of M.S. flate 30x3mm andreinforcement consisting of 6mm dia MS round barsboth way at the specing of 10cm C/C weleded withouter frame and two layers of G.I. wire 12mmhexagonl shape of 24gauge including concreteadditional admixture like plasticiser both impervingcompound etc. manufacturing with vibro pressingsystem 20% covers have lifting hooks as per designand exposed surface of M.S flates/hooks shall bepainted with two coats of superior quality corrosionresistance paint, cover shall be adiquate to take amiminum live load of 2000 Kg. per sqm/minimumultimate load of 3000 Kg. per sqm.( Item Rate approved by CE civil ) Please Enable Macros to View BoQ information |
