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Miscellaneous Civil Work For 20/25 Mva Tr. At 132 Kv Gss Anoopgarh - 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 Soil R-44/1.8 Playing in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering-All up to plinth level:4:8 (1Cement 4 Course Sand 8 Graded54stone aggregate 40 mm nominal size(H-12/3.1.6) Providing and laying in position specified grade of reinforced 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 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.) 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) 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 I5 Code) 4.13.3 Providing laying & foxing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yan and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with prefectly air and water tight inc. testing of joints as per morth specification clause 1000 & 2900 NP4 300mm dia R-9.8 Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 75 mm in Foundation and Plinth with Cement Mortar 1:6 (1) Cement:6-Course Sand): (B-65/5.1.2) B-139/12.3.2 Plaster on new surfaces on walls in cement sand mortar 1: 6 including racking of joints etc. complete fine finished: 20 mm thick 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:(8-98/9.2) Painting with syntheticenamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. (8-146/12.46.1) Providing and fixing on wall face un plasticized rigid Poly Vinyl Chloride (UPVC) Rain Water Confirming to IS: 13592 including jointing with seal ring confirming to IS 5382 leaving 10 mm gap for thermal expansion(i) Single soaked pipes. 110mm dia (S-254/3.44.2 ΓΥΡΕ"R" Cement concrete flooring grade 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 grooves etc. complete but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm thick nominal size aggregate. (B-128/11.3.1) Construction of chamber in all type of soil with 300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm 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 450 x 450mm upto depth of 0.5m Cement cover with frame S-251/(3.21.2) @ 2332/- Collection of graded broken hard stone aggregate 40 mm crusher broken (Single Size) (B-3/code293) Add extra for Carriage of Material like Earth, Sand gravel, u/s Kankar, lime, flyash, morrum, manure or sludge for lead of 273 KM (990+152.50+253*3.50) ((B-3/code293(Building BSR- 2022,JPR)+ (Road BSR-2019,SGNR item from Supply and Carriage of Material Lead chart Table) -B-1.1 col.(13-14) (B-135/11.38.1) Providing and laying of paver block as per IS 15658: 2006 (Indian standard for precast concrete block for pavingspecification) and IRC SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30. 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc. (As per table 1 of IS 15658:2006 (A) Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 (B) Category B" Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 Sqm 786.00 Earth work in surface excavation not exceeding 30 Cm. In depth but exceeding 1.5 meter in width as well as 10 Sam. 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-43/1.1) P & F G.I. Pipes (Internal work) with G.l. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors Exposed on wall 25 mm dia nominal bore.(S-229/2.1.3) (internal work) medium duty pipes B "Class B-162/14.55 Dismantling of plaster or skirting rakingout joints and cleaning the surface for plaster including disposal of rubbish to the damping ground within 50 mtr. Lead. Repairing of bricks masonary in CSM 1:6 with new bricks ones set in: (B-151/13.13) Providing and fixing Cement concrete pre cast Kerb or Dand up to 60 cm length over 20mm thick base of cement mortar 1:4 including jointing earth work,Pointing&Jointing with cement mortar 1:4 of size including cost of M-20 mix Dand/kerb Complete (20x25)/2x30 cm(R-36/8.5(d)451/- pRmtr Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :(B-56/3.8) B-139/12.2.2 Plaster on new surfaces on walls in cement sand mortar 1 : 4 including racking of joints etc. complete fine finished: 20 mm thick Labour charges for spreading of 201 063 mm nominal size hand crusher broken stone aggregates in uniform layer of 100 mm thickness in yard of any substations (charged! uncharged GSS)with manual/Mechinical means, as permitted by engineer in chargewith due care, as per safety norms of substations,complete in all respect with all lead and lift. (Payment shall be done as per stack measurement, after deduction of voids, as per norms.ITEM-RATE APPD. BY CE CIVILIRRVPNL JAIPUR vide D-18 Dated-13.04.2023 Supply & Fixing 30 mm thick ferro cement RCC Cable trench cover up to span 1200 mm C.C. grade M-25(1 Cement:1 Coarse Sand 2 Graded Stone Aggregates 20 mm nominal size) having outer frame of M.S. Flate 30x3 mm and reinforcement consisting of & mm dia M.S. Round bar bath ways at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I. wire mesh 12 mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizers, band, improving compound etc. manufacturer with vibro pressing system, 20% cover shall have lifting hooks of 10 mm dia plain round bar to be fixed as directed. M.S. flat/hooks exposed shall be painted with two coats of superior quality corrosion resistant paint. The above covers shall to take for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding L/25(Excluding GST and inclusive of transportaion charges up to 10.00 KM lead)ITEM RATE APPD. BY CE(CIVIL)RRVPNL, JAIPUR vide D-18 Dated- 13.04.2023 Labour Charges for collection of existing spreaded 20-63 mmnominal size hand/Crusher broken stone aggregates of any thickness from substation yard by manual/mechanical means, as permitted by the Engineer Incharge, with due care as per safety norms of substation. The aggregate should be screened & stacked properly. Then this screened aggregate shall be laid in 100 mm thick layer in yard as directed with due care with all lead, lift(payment shall be done as per stack measurement, after deduction of voids as per norms).ITEM-RATE APPD. BY CE(CIVIL)RRVPNL, JAIPUR vide D-18 Dated-13.04.2023
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