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| 1 | B-44/1.8 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 sqm 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-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. |
| 5 | B-62 /4.13.2 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 up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 6 | 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: |
| 7 | B-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) |
| 8 | 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. |
| 9 | 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. |
| 10 | S-247/3.16.3 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.: 110 mm dia |
| 11 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant Bend 87.5: 110mm dia S/3.17.9(II) |
| 12 | 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( B- /1.1) |
| 13 | Chapter Basic rates of material 293, Stone aggregate (Single size) : 40 mm nominal Size G-4.1,4.2 Add extra for lead of 187 km from loadsar quarry (990+240+1169) |
| 14 | B-135/11.38.1 (B)Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)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 Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 15 | Construction of chamber in all type of soil with 230 mm thick masonry 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 floating neat cement, 40mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450X450 mm depth upto 0.5 M Cement concrete cover with frame. (S- 3.21.2-3.21.2.1)(2332-508) |
| 16 | R-16.35.4 Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size(20 x 25) cm |
| 17 | R-9.3(E) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.(E) 300 mm dia |
| 18 | R/4.1 A .(2) For Bikaner (iii)Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. |
| 19 | Labour charges for spreading of available 20- 63 mm nominal size Hand / Crusher broken stone aggregate in uniform layer of 100mm thickness in yard of any substation (charged / uncharged GSS) with 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 and lift.(payment shall be done as per stack measurement, after deduction of voids, as per norms). |
| 20 | Labour charges for collecting existing gravel from charged yard during day hours with the help of wooden basket ,screening the same and stacking as per standard specification of screened gravel /rubbish received after screening. The cost of work involves spreading the screened gravel in 100 mm thick layer with due care against any accident. The work is to be done as per direction of Engineer in charge. Please Enable Macros to View BoQ information |
