Construction Of Civil Foundations & Gravelling Work For 33 Kv Bay For M/S Kundan Green Energy At 132 Kv Gss Kharchi, Pali, Jodhpur-Rajasthan

construction Of Civil Foundations & Gravelling Work For 33 Kv Bay For M/S Kundan Green Energy At 132 Kv Gss Kharchi, Pali-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. (A) All kinds of soils.( B -1.8 ) 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. (B) Hard rock(blasting prohibited) useful material 30% (B/1.9.3) @ 551/- 3 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).B- 3.1.6 4 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix (B-4.1) 5 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. ( B-4.9) 6 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. Thermomechanically Treated bars (Conforming of relevent IS code) (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)(B-4.13.3) 7 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 (S-3.16.3) 8 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 87.5 110 MM dia (S-3.17.9-ii) 9 Carriage of earth sand lime morrum manure or sludge i/c loading & unloading for a lead of 2.0 KM excluding the initial lead of complete G-4.1 (89-23) 10 Supply of Stone Aggregate (Single size) : 40 mm nominal size with lead 20 KM (Input material code- 293+G-4/4.2 col-13) 11 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (B/3.1.4) @ 3847/- 12 P&F Precast cement concrete M-15 grade kerb over 20mm thick base of cement mortar 1:6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH Specification. (R/7.50) 13 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) 14 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick (B/12.3.1) @ 211/- 15 Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.(B/14.3) 16 CARRIAGE OF MATERIALS:Building Rubish Stone metal (Grit and Ballast etc.)(G-4.2)Lead 20Km 1 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. 2 Labour charge of collection of existing spreaded 20-63 mm nominal size Hand / Crusher broken stone agregate of any thickness from GSS 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 & stacked properly. Then this screened aggregate shalll be laid in 100 mm thick layer in yard as directed, with due care with all lead, lift.

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