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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil B-1.6 |
| 2 | 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 B-1.8 |
| 3 | Providing and laying cement concreting including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. (B - 3/3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size |
| 4 | 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 plasticizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix (B-4/4.1) @ 4934/- P.Cum |
| 5 | Plaster on new surface on wall in CSM 1:6 including racking of joints etc. complete fine finished 20 mm thick (B-12/12.3.2) |
| 6 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations, footings, strap beams, raft, bases of columns, etc. (B-4/4.9) |
| 7 | P/ 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 three level.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Tremo Mechanically treated bars(Conforming of relevent IS code) ( B -4/ 4.13.3) |
| 8 | Carriage of Earth, Sand ,line morrum, manure or sludge 1 KM lead @ 80-23 less for intial lead (G/4.1) |
| 9 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm 2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia (B-3.16.3) @ 282/- R.Mtr |
| 10 | Supply of Stone Aggregate (Single Size) at quarry - 40mm nominal size crusher broken. (Item Code- 293) |
| 11 | Carriage of Building Rubbish Stone metal (Grit & ballast etc.) including loading & unloading for lead of 45 KM. (Transportation of 40mm Grit) (G-4.2) |
| 12 | Random Rubble stone masonary with hard stone for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall : Cement Sand Mortar 1:6 (1-Cement:6-Sand). (B/6.1.6) @ 2838/- P.Cum |
| 13 | Add Extra for Random Rubble Masonry with hard stone in Wall up to 30 Cm. and less thickness. (B/6.3.4) @ 186/- P.Cum |
| 14 | Structural steel work in riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting (height upto 10 mtr), fixing in position and applying a priming coat of approved steel primer all complete. (B/9.2) @ 81/- P.Kg |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (B/12.46.1) @ 69/- P.Sqm |
| 16 | Earth work in surface excavation not exceeding 30 Cm. In depth but exceeding 1.5 meter in width as well as 10 Sqm. on plan including disposal of excavated earth up to 50 Mtr. And lift up to 1.5 Mtr. Disposed soil to be leveled and neatly dressed : All kinds of soil. (B/1.1) @ 35/- P.Sqm |
| 17 | Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete IS 2571-1970 : 40 mm thick with 20 mm thick nominal size aggregate. (B/11.3.1) @ 277/- P.Sqm |
| 18 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 R-6.3.ii.(b) |
| 19 | 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. |
| 20 | Supply & Fixing 30mm thick ferro cement RCC cable trench covers upto span 1200mm C:C grade M-30 having outer frame of M.S. flat 30X3 mm and reinforcement consisting of 6 mm dia M.S. round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed. M.S. flat / hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under deflection not exceeding L/25. (exclusing GST & including transportation charges) (Item Rate approved by CE(Civil) RVPN Jaipur Please Enable Macros to View BoQ information |
