Tender For Civil Work For 40 50 Mva Transformer Ii At 132 Kv Gss Sangaria Hanumangarh - 1 B-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 , sangaria-Rajasthan

Tender For Civil Work For 40 50 Mva Transformer Ii At 132 Kv Gss Sangaria Hanumangarh - 1 B-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 P/ laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement : 4 Course Sand : 8 Graded stone agg. 40 mm nominal size (Crusher Broken) (B-3.1.6) 3 Providing and laying in position specified grade of reinforced cement concretefor 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 excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-4.1.) 4 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , .(B-20 / 4.9) 5 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 three level.Tremo Mechanically treated bars(Confirming of relevent IS Code) 4.13.3 6 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 7 B-23/5.1.1 Brick work with common burnt clay F.P.S. bricks of class designation 7.5 upto plinth levelin all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand ) with F.P.S ( Non modular ) Bricks. 8 Cement concrete flooring grade 1:2:4 finished with a floating coat of neat cement including cement slurry , making lines or grooves etc complete but excluding the cost of nosing of steps etc. complete :.40 mm thick with 20 mm thick nominal size aggregate. ( B/11.3.1) 9 B-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 Structural steel work welded in single up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.(B-92/9.1 11 providing and fixing welded mesh/expanded metal mesh in frame work flat iron beading 20x3 mm including top cross laps inside and out side welding iron bolts crews clips etc complete excluding frame work of size welded mesh 25x25x2.1 mm 9.38.3 12 P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-35/ 3.16.3) 13 surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50mtr and lift upto 1.5mtr all kind of soils 14 11.38.1(B) Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:1) Shape as defined by Engineer incharge 2) Tensile splitting strength and braking load as per BS 6717:2001 3)Color: Grey cement natural colour4) Variation in dimension: Less than 1.6mm. 5) Variation in thickness: Less than 3.2mm6) Abrasion: As per BS: 6717:2001 11.38.1(B) 15 Chapter G-3 , G-5 ,22 Stone aggregate (Single size) : 40 mm nominal SizeAdd extra for lead of 245 km(990+240+7.0*225=2805) 16 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 MCement concrete cover with frame. (S- 3.21.2-3.21.2.1)(2332-508) 17 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work12.46.1 18 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 100 mm dia nominal bore b class 2.2.9

INR 1180 /-

INR 80640.0 /-

INR 40.32 Lakhs /-