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Tender For Construction Of Charging Station At Depot Workshop Muzaffarnagar - 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1) 2 1:5:10 (1 cement : 5 fine sand (zone-III) derived from natural sources : 10 graded brick ballast aggregate 40mm nominal size derived from natural sources) (SI 274) 3 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR 6.1.1) 4 Same as Item No. 3 not in S/S in 9" thick wall. (DSR 6.4.1) 5 Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27) 6 Providing and laying 600mm x 600mm Vitrified Tiles over 20mm of 1:4 cement and coarse sand (DSR 11.41.2) 7 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR 13.4.1) 8 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3) 9 Brick Coba treatment over roofs as per specification.(DSR 22.7.1) 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR 5.22.1.) 11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (DSR 10.11.1) 12 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (DSR 9.21.2) 13 S/F of Oxidized Iron Fittings (SI 473) MRT SOR 14 S/F of 110mm dia PVC Pipe @ 6 Kg/Sqcm. (Agra SOR 2023) Item No. 30, pg. 69 15 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (13.47.1) 16 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre (DSR 13.41.1) 17 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR 13.62.1) 18 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80) 19 Centering & shuttering I/c structuring, propping & removal of foam work slab, lintel. (5.95) 20 Centering & shuttering I/c structuring, propping etc. & removal of foam for Suspended floors, roofs, landings, balconies and access platforms (5.9.3) 21 Renewing glass panes, with pully & nails. Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (14.5.1) 22 Wiring point fan Light/Fan with 1.5 sqmm FRLSH PVC insulated multistrand single core copper conductor cable in PVC coated with 1.50 sqm FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit. (DSR 1.8.2) 23 Wiring for light/ Power plug with 2x4 sqmm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit alongwith 1 No. 4 sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required (DSR 1.12) 24 Wiring for circuit/ submain wiring alongwiht earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required 2x2.5 sqmm + 1x2.5 sqmm earth wire. (DSR 1.14.2) 25 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(DSR 5.1.2) 26 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(DSR 5.1.2) 27 Earth filing in plinth or yard by carted Earth in layers not exceeding 20 cms in depth consolidating each deposited layer by ramming and watering and mechanical compaction to achieve Proctor Density 95% I/c all material, labour, T&P. 28 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 (16.78.2) 29 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge, 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 16.91.2) 30 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, Electric resistance or induction butt welded tubes including welding and bolted with special shaped washers etc. complete. (DSR 10.16.3) 31 Providing 0.63 mm thick with zinc coating not less than 275 gm/m² corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (DSR 12.1.3) 32 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² (DSR 12.4.2) 33 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer (DSR 16.43.2) 34 Extra for steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). (DSR 16.43B) 35 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade ‘A’ sealing compound conforming to IS: 1834. (DSR 16.46.1) 36 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (DSR 11.37A) 37 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 3 Pin 5/6 A Socket outlet. (DSR 1.24.4) 38 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 6 Pin 15/16 A Socket outlet. (DSR 1.24.5) 39 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C:" Curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single Pole. (DSR 2.10.1) 40 Supplying and fixing 63A rating, double pole (single phase and neutral) 240V, residual current circuit breaker (RCCB),having a sensitivity, current 30 mA in the existing MCB CB complete with connections, testing and commissioning etc. as required. (DSR 2.14.3) 41 Supplying, installation on wall, testing and commissioning of following capacity rising mains made of 1.6mm thick IP 42 sheet steel enclosure duly painted with powder coating, wall straps, fully PVC insulated 4 Nos current rating in convernient sectiosn and suitabel for 415V, 3 phase, 4 wire, 50 Hz, A.C. supply with extension joints, fire proof barriers, expansion joints, thrust pads including jointing and earthing with 2 runs of galvanised iron strips etc. as required. (Rising mains confirming to IS 8623, TEC 439) 400A (S.C. rating for 1 sec - 25 kA). (DSR 3.1.3) 42 Earthing with copper eath plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal / coke and salt as required. (DSR 5.6) 43 Supplying and laying of 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection / termination with GI thimble etc. as quired. (DSR 5.7) 44 S/F of 1200mm Sweep Ceiling Fan I/c all material, labour, T&P etc. (Old SOR Rates) 45 Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 45 to 50 watt. Confirming to IP 66 and above Protection complete in all respect. (SI No. 1421) Cat-AAA 46 Supply and fixing of LED Tube Light batten fitting suitable for upto 1 x 22 watt LED tubelight on surface complete in all respect. CAT-AAA. [SI No. 1413(A)] 47 Supply and laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with bricks on sided and on top. On surface the cable run shall be fixed on MS clamps etc of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be property connected with the earth conductor by clamps etc. (35 sqmm, 3½ core) (SI 501K) 48 Supply and laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with bricks on sided and on top. On surface the cable run shall be fixed on MS clamps etc of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be property connected with the earth conductor by clamps etc. (6 sqmm, 2 core) (SI 501a) 49 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. (DSR 15.4) 50 Demolishing lime concrete manually/ by mechanical means and disposal of material within 50metres lead as per direction of Engineer- in-charge.(DSR 15.1) 51 Demolishing brick work In cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(DSR 15.7.4) 52 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below. (DSR 15.12.1)
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