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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 | G-37/4.1 Carriage of materials earth ,sand , lime ,morrum, manuare or sludge (500 metre ) |
| 15 | B-135/11.38.1 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) 11.38.1 M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 16 | B-135/11.38.1 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) 11.38.1 M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 17 | B-44/1.1 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil |
| 18 | Labour charge for spreading of 20-63 mm nominal size Hand / Crusher broken stone agregate in unifor layer of 100 mm thicknessin yardof any substation (charged / uncharged) GSS by manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation complete in all respect with all lead & lift.( Item Rate approved by CE civil ) |
| 19 | Providing and fixing 30mm thick ferrow cast RCC cable trenche cover upto a span of 1200mm c.c. grade M-25 with all left and lift complete having outer frame of M.S. flate 30x3mm and reinforcement consisting of 6mm dia MS round bars both way at the specing of 10cm C/C weleded with outer frame and two layers of G.I. wire 12mm hexagonl shape of 24gauge including concrete additional admixture like plasticiser both impervingcompound etc. manufacturing with vibro pressing system 20% covers have lifting hooks as per design and exposed surface of M.S flates/hooks shall be painted with two coats of superior quality corrosion resistance paint, cover shall be adiquate to take a miminum 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 |
