Tender For Civil Work For Capacitor Bank 2Nd At 132 Kv Gss Pallu, Hanumangarh-Rajasthan

Civil Work For Capacitor Bank 2Nd At 132 Kv Gss Pallu - 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-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 8 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) 9 Providing and laying at or near ground level factory made kerb stoneofM-25gradecementinpositiontotherequiredline, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thicknessofjointsexceptatsharpcurveshallnottomore than 5mm) including making drainage opening wherever requiredcompleteincludingpaintingetc.asperdirectionof Engineer-in-charge(lengthoffinishedkerbedgingshallbe measuredforpayment).(PrecastC.C.kerbstoneshall be approved by Engineerin- charge). 10 11.38 Providing andlaying of paverblockas perIS 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 11.38.1M-30, 60 mm thick to be used in non traffic areas like building premises,monumentpremises,landscapes,publicgardens/park,domesticdrives,pathsandpatios,Embankmentslopes,sand stabilization Area etc.( As per table 1 ofIS 15658:2006 (B) Category„B‟Denatedonly twosidelikeI,Z,Tshapeetc. as per IRC SP 63:2004 11 Chapter G-3 , G-5 ,22 Stone aggregate (Single size) : 40 mm nominal SizeG-59 Add extra for additional lead of 186 km(990+240+7.0*166) 12 Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.All kinds of soil 1.10.2 13 Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)(300mm dia S.W. pipe S 3.2.6 14 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes(IS:458mark)ofapprovedmakewithcollars,jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 300mm dia Internal 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 MCement concrete cover with frame. S- 3.21.2-3.21.2.1 16 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 lubricant 110mm dia. (S-35/ 3.16.3) 17 P&F rigid PVC Pipe FITTINGS (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant 110mm dia.BEND (S-35/ 3.17.9)

INR 1180 /-

INR 18460.0 /-

INR 9.23 Lakhs /-

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