Construction Of 1 No. 33 Kv Bay For M/S Jindal Urban Waste Management At 220 Kv Gss Barli, Jodhpur, Jodhpur-Rajasthan

construction Of 1 No. 33 Kv Bay For M/S Jindal Urban Waste Management At 220 Kv Gss Barli, Jodhpur-Words1245653551Excavation work 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful material 30% B-1.9.3 @ 551.0085.00P. Only2Providing 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). 3.1.6 @3302.00/P Cum40.00 Only3Providing 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: coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix B-4.1 @4934.00/P Cum37.00P. Only4Centering 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 @157.00/P Sqm238.00P. Only5Providing 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. Thermo-mechanically Treated bars (Conforming of relevent IS code) B-4.13.3 @77.00/P Kg(Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)( TATA, SAIL,VIZAC-RINL) Only6Carriage of Earth, Sand ,line morrum, manure or sludge 500 Mtr lead @ 59.00-23.00 less for intial lead (G/4.1) Only7P&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 B-3.16.3 @282.00/P Mtr25.00R. Only8Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).B-6.1.6 @2838.00/P Cum18.00P Only9Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness.B-6.3.4 @186.00/P cum18.00P Only10Plaster 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 @211.00/P Cum120.00P 11 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: B-9.2 @81.00/P Kg 12 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate.B-11.3.1 @277.00/P Sqm 13 Supply of Stone Aggregate (Single Size) at quarry - 40mm nominal size crusher broken. (Input-293) 14 Carriage of Building Rubbish Stone metal (Grit & ballast etc.) including loading & unloading for lead of 35 KM. (Transportation of 40mm Grit) (G-4.2) @ (240+15*7=345 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 @69.00/P Sqm 1 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) @ 165/ Words124561353551Labour 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. (Approved by CE (Civil) vide D. 18 dt 13.04.2023) @ 153/- P. Cum25.00P. Only2Supply and fixing 30 mm thick ferro cement RC C cable trench covers upto span 1200 mm C:C grade M-25 (1 cement:lcourse sand:2 gradedstone aggregate 20 mm nominal size) having outer frame of M.S flat 30*3 mm and reinforcement consisting of 6mm dia.MS round bar both way at the spacing 8 to 10 m centre to centre as required to adjust the spacing welded with outer frame and 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 10 mm dia plain round bar tobe fixed as directed . MS flat/hooks exposed shall be painted with two coats of superior quality corrosion resistant paint.The above cover shall be take a live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under deflection not exceeding L/25.@ 1306/- P.Cum80.00P

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