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| 1 | 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-1/1.8) |
| 2 | Providingandlaying cementconcreting including curing, compaction etc.complete in specifiedgradeexcludingthe cost of centeringandshuttering -All work up to plinth level.(B - 3/3.1.6) 1 : 4 : 8 stone aggregate 40 mm nominal size |
| 3 | 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 |
| 4 | Plaster on new surface on wall in CSM 1:6 including racking of joints etc. complete fine finished 25 mm thick(B-12/12.3.1) |
| 5 | Centering&shuttering with plywood or steel sheets including strutting, propping,bracingboth waysand removalofformworkforfoundations, footings, strap beams, raft, basesofcolumns,etc. (B-4/4.9) |
| 6 | 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) |
| 7 | Carriage of Earth, Sand ,line morrum, manure or sludge 1 KM lead @ 80-23 less for intial lead (G/4.1) |
| 8 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm 2) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant 110 mm dia (B-3.16.3) @ 282/- R.Mtr |
| 9 | Supply of Stone Aggregate (Single Size) at quarry - 40mm nominal size crusher broken. (Item Code- 293) |
| 10 | Carriage of Building Rubbish Stone metal (Grit & ballast etc.) including loading & unloading for lead of 50 KM. (Transportation of 40mm Grit) (G-4.2) |
| 11 | 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 |
| 12 | 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 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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 |
| 16 | Providing and fixing of Precast concrete interlocking blocksmanufactured andlaid over a sand bed of 20 -40mm thick as per IRC SP 63-2004 and IS 15658 -2006. Complete jobto be executed as per the instructions of Engineer-in-charge. The rates are inclusive of all lead, lifts & taxes 1. Shape : As specified by Engineer-in-charge.2. Strength and breaking load as per IS:15658-20063. Colour : As specified by Engineer-in-charge.4. Variation in Dimension :as per IS:15658-20065. Variation in thickness : as per IS:15658-2006 60mm thick, Light traffic category,M35 Grade designation blocks (R/7.47.2) @ 550/- 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 |
