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| 1 | REPAIR OF EXISTING PUMP HOUSE (38 M X 14 M) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size) (As per DSR I. No. 4.1.4) |
| 3 | 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) (As per DSR I. No. 4.1.8) |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement: 6 coarse sand) (As per DSR I. No. 6.1.1) |
| 5 | Brick work with FPS bricks of class designation 75 in super structure above plinth level upto floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement: 4 coarse sand) (As per DSR I. No. 6.4.1) |
| 6 | Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note: - Cement content considered in this item is @ 330 kg/cum. All works upto plinth level. (As per DSR I. No. 5.33.1) (Note: Please refer notes under Section-IIIA of DNIT). |
| 7 | b) All works above plinth level upto floor V level (As per DSR I. No. 5.33.2) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars (As per DSR I. No. 5.22.6) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (As per DSR I. No. 5.9.1) |
| 10 | Supplying and filling of coarse sand under floor (NSI) |
| 11 | 1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size)(As per DSR I. No. 4.1.6) |
| 12 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’ specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (As per DSR I. No. 11.4) |
| 13 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm thick (As per DSR I. No. 13.9.1) |
| 14 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (As per DSR I. No. 11.26.1) |
| 15 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (As per DSR I. No. 13.31.1) |
| 16 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (As per DSR I. No. 13.26) |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (As per DSR I. No. 13.61.1) |
| 18 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (As per DSR I. No. 13.46.1) |
| 19 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (As per DSR I. No. 12.21.1) |
| 20 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (As per DSR I. No. 12.22) |
| 21 | Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing (As per DSR I. No. 13.32.1) |
| 22 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. shoe(110mm) (As per DSR I. No. 12.42.6.2) |
| 23 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately): For fixed portion Powder coated aluminum (minimum thickness of powder coating 50 micron). (As per DSR I. No. 21.1.1.2) |
| 24 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron). (As per DSR I. No. 21.1.2.2) |
| 25 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides. (As per DSR I. No. 21.2.2) |
| 26 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(As per allotment attached) With float glass panes of 5.50 mm thickness (As per DSR I. No. 21.3.2) |
| 27 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate minimum 1.25 mm thickness (As per DSR I. No. 21.4.1) |
| 28 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm (As per DSR I. No. 9.100.1) |
| 29 | Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 (As per DSR I. No. 9.96.2) |
| 30 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : a) 250x10 (As per DSR I. No. 9.97.2) |
| 31 | b) 150x10 (As per DSR I. No. 9.97.4) |
| 32 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved Steel primer using structural Steel etc. as required. - in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (As per DSR I. No. 10.25.1) |
| 33 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (As per DSR I. No. 15.2.2) |
| 34 | Providing new electrical wiring of pump house including switches, mccb, db switches, replacement of 4 Nos 250 watt led lights, 6 nos exhaust fan etc complete job as per the direction of EIC. (NSI) |
| 35 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : With cement mortar 1:4 (1 cement : 4 fine sand). (As per DSR I. No. 14.1.1) |
| 36 | Regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. (As per DSR I. No. 14.13) |
| 37 | Supply Cost of 60% new tiles size bricks 22.9 x 11.4 x 4.4 cm in above item: (8-2=6) (NSI) |
| 38 | Supply, erection, testing and commissioning of 5 Ton Electrical two-way EOT, Span 38 m x 14 m x 6.2 mtr lift, exncluding longitudinal and transverse girders (existing girders shall be used) but including bucket, chain, primer, paint, gusset plates, jointing by welding, rivetting etc, welding rods etc complete in all respects. (As per allotment attached) (NSI) |
| 39 | REPAIR OF EXISTING SUCTION SUMP |
| 40 | Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing (As per DSR I. No. 13.32.1) |
| 41 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (As per DSR I. No. 12.21.1) |
| 42 | Construction of Sub Station Building Adjoining Existing MES Pump |
| 43 | 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. All kinds of soil.(DSR I. No. 2.8.1) |
| 44 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil (DSR I. No. 2.26.1) |
| 45 | Providing & laying in position cement concrete of specified grade excluding cost of centering & shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR I. No. 4.1.8) |
| 46 | Providing & laying in position machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of EIC. All works upto plinth level.(Note: Cement content considered in this item is @ 330 kg/cum. (DSR I. No. 5.33.1). (Note: Please refer notes under Section-IIIA of DNIT). |
| 47 | Providing & laying in position machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of EIC. All works upto plinth level.(Note: Cement content considered in this item is @ 330 kg/cum. All works above plinth level upto floor V level. (DSR I. No. 5.33.2). (Note: Please refer notes under Section-IIIA of DNIT). |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR I.No. 5.9.1) |
| 49 | Columns, Pillars, Piers, Abutments, Posts and Struts (DSR I. No.5.9.6) |
| 50 | Suspended floors, roofs, landings, balconies and access platform (As per DSR I. No. 5.9.3) |
| 51 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (As per DSR I. No. 5.9.5) |
| 52 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR I. No. 5.22.6) |
| 53 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR I. No. 6.4.1) |
| 54 | 12 mm cement plaster: 1:4 (1 cement : 4 fine sand)(As per DSR I. No. 13.1.1) |
| 55 | Pointing on brick work with cement mortar (1:3) : Flush / Ruled/ Struck or weathered pointing(As per DSR I. No. 13.31.2) |
| 56 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New Work (two or more coats) over and including water thinnable priming coat with cement primer. (As per DSR I. No. 13.41.1) |
| 57 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works (As per DSR I. No. 13.50.3) |
| 58 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. (As per DSR I. No. 13.61.1) |
| 59 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover (As per DSR I. No. 10.6.1) |
| 60 | Extra for providing mechanical device chain and crank operation for operating rolling shutters Exceeding 10.00 Sqm and upto 16.80 Sqm in the area (DSR I. No. 10.8.1) |
| 61 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square meter of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square meter, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 (As per DSR I. No. 22.8.1). |
| 62 | Making khuras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (DSR I. No. 12.22) |
| 63 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter (DSR I. No. 12.41.2) |
| 64 | P/F aluminium work for doors, windows, ventilators & partitions with extruded built up standard tubular sections/ appropriate Z sections & other sections of approved make conforming to IS: 733 & IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasketluminous sections shall be smooth, rust free, straight, metered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, CP brass/ stainless steel screws, all complete as per Architectural drawings & directions of EIC. (Glazing, paneling & dash fasteners to be paid for separately): a) For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.1.2). |
| 65 | b) For shutters of doors, windows & ventilators including P/F hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR No. 21.1.2.2) |
| 66 | P/F 12mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type II, in paneling fixed in aluminum doors, windows shutters & partition frames with CP brass/ stainless steel screws as per architectural drawings & directions of EIC. Pre-laminated particle board with decorative lamination on both sides. (DSR21.2.2) |
| 67 | P/F glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/Sqm) (As per DSR I. No. 21.3.2) |
| 68 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed & consolidated & grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth. (As per DSR I. No. 4.17) |
| 69 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand). (As per DSR I. No. 6.1.1) |
| 70 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with Fine sand etc. all complete as per the direction of Engineer-in-charge. (As per DSR I. No. 16.68) (Based on C &Drates of Pavers & Sand). |
| 71 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (As per DSR I. No. 10.25.2) |
| 72 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (As per DSR I. No. 13.46.1) |
| 73 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (DSR No.11.4) |
| 74 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (As per DSR I. No. 12.21.1) |
| 75 | Pointing on tile brick work with cement mortar (1:3). Flush/ Ruled/ Struck or weathered pointing (As per DSR I. No. 13.32.1) |
| 76 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm (As per DSR I. No. 9.100.1) |
| 77 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm (As per DSR I. No. 9.96.2) |
| 78 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :150x10 mm (As per DSR I. No. 9.97.4) |
| 79 | Providing new electrical wiring of pump house including switches, mccb, db switch, Providing of 4 Nos 250watt led lights, 4 nos exhaust fan etc complete job as per the direction of EIC. (NSI) |
| 80 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 (As per DSR I. No. 12.16.1) |
| 81 | MECHINERY WORKS FOR PUMP HOUSE |
| 82 | Designing, Providing and installing Electrically driven horizontal split casing pumps for delivering 142 LPS water against a Head of 85 metre with glass flake coating on inner casing and impellor and coupled on MS fabricated base frame including cost of foundation bolts, flexible coupling & coupling guard & other contingent material fixed in position complete in all respects, Coupled with IE3 Electric Squirrel Cage Induction motors complete in all respects Make for Pumps :- M&P/ kirloskar/WPIL ; Make for Motor:- ABB/ Kirloskar/ Crompton/ Siemens. (NSI) |
| 83 | Supply & erection of Electrically driven vacuum pumping sets DV-50 complete with accessories mounted on MS fabricated common base plate with 10 HP motor including making connection with electrically driven pumping machinery. Make: Kirloskar/Equivalent. (NSI) |
| 84 | Providing and fixing of dewatering submersible wastewater pumping set 17 LPS, 10 m head, 5 HP capacity including piping such as suction, delivery, peet valve & other accessories up to disposal point complete in all respects of Kirloskar make and auto scouring arrangement. Make:- Kirloskar/Crompton. (NSI) |
| 85 | Providing and installing GI piping (\"C\" Class) for Vacuum and dewatering pumps complete in all respects including specials such as bends, tees, flanges, peet valves etc.Make: - TATA/ JINDAL (NSI) |
| 86 | ½” dia GI pipe |
| 87 | 1\" dia GI Pipe |
| 88 | 1x1/2\"dia GIPipe |
| 89 | 2\" dia GI Pipe |
| 90 | 3\" dia GI pipe |
| 91 | Designing, Supply, Cutting , Jointing, Laying, Testing, Commissioning of MS pipe line of HR Coil, Fe410 as as per IS 3589, Spiral welded (Arc Welded) including Providing, installing, testing of cement mortar for pipes including cost of cement, reinforcement machinery required for external cement mortar coating of 25mm thick including longitudinal reinforcement 6mm dia at 150mm c/c spacing for full length of pipe, HD wire 3.15mm dia at 25mm spacing, 6mm dia lugs, 40mm long under every longitudinal bar @ 1 mtr. c/c spacing along the length of pipe & @ 150mm c/c spacing along the circumference of pipe and for internal cement mortar lining of 25mm thick i/c specials, 03 No. rings of 6mm dia steel bar on each end of pipe barrel, 6mm dia lugs 230mm long under 03 No. rings @ 150mm c/c spacing at both end of pipe barrel complete in all respects as per direction of the engineer in charge. MAKE:-TATA/SAIL/WELLSPUN (NSI) |
| 92 | 800mm dia MS common suction header Pipe, 6mm thick with inner lining & outer coating. |
| 93 | Supply, Errection & commissioning of following Pipes & specials made from Submerged Arc Welded (SAW) MS Pipe made from H.R. coil, Fe-410 as per IS 3589, spiral welded, including cutting, welding, jointing including anti- corossiveepoxy painting inside and outside complete in all respects. MAKE:-TATA/SAIL/WELLSPUN.-MAKE:-SAIL/TATA/ WELLSPUN. (NSI) |
| 94 | 200 mm dia MS Pipe, C class |
| 95 | 300mm dia MS Pipe, 6mm thick |
| 96 | 400mm dia MS Pipe, 6mm thick |
| 97 | 600mm dia MS Pipe, 6mm thick |
| 98 | 400mm dia double flanged Dismantling joint |
| 99 | 800mm dia Mild steel bend flange 40mm thick for fixng and delivery. |
| 100 | 400mm inner dia puddle collar 20 mm thick including fixing with pipe by means ofwelding on complete circumferential length including cost of one meter pipe length. |
| 101 | M.S Bend 400mm dia, 90 degree, 6mm thick |
| 102 | M.S Eccentric Reducer 400x300 ,6mm thick, at suction side of pump or as per size of pump suction |
| 103 | M.S Concentric Reducer 300x200, 6mm thick, at delivery side of pump or as per pump delivery. |
| 104 | 300 mm dia GI double flanged Dismantling joint |
| 105 | 600 mm inner dia puddle collar 20 mm thick including fixing with pipe by means ofwelding on complete circumferential length including cost of one meter pipe length. (NSI) |
| 106 | P/F of glycerin filled compound & pressure gauge on suction & delivery of all four pump sets as per make & specification herein the DNIT complete in all respect (make MII/HGL/GIL/AI). |
| 107 | Supply and installation of DInon slamfour functionAir Valves . The Air Valve Set can be installed on pipe line Cover & Sleeve pipe shall be made from top-quality DI four function PN16 to ensure a long service life. Air Inlet opening and Air outlet opening shall be with an insect mesh to avoid contaminations. The valve shall be with Filter mat that act as Thermal insulation and as protection from falling dirt. The valve shall be capable of operation at lowest pressure of 0.2 bar Flange drilling according to EN-1563 IS 14846200 mm DIA Make : Kirloskar/DVD/AVK/IVC/Talis |
| 108 | 600 mm dia Mild steel Blind Plate 36mm thick for end of delivery header |
| 109 | Stub connection 800 x 400 |
| 110 | Stub connection 600 x 600 |
| 111 | Stub connection 600 x 300 |
| 112 | Stub connection 600 x 200 |
| 113 | Stub connection 600 x 100 |
| 114 | M.S Concentric Reducer 800x600, 6 mm thick. |
| 115 | Slip on flange 400 mm id 34 mm thick including nut & bolt with gasket |
| 116 | Slip on flange 300 mm id 36mmthick including nut & bolt with gasket |
| 117 | Slip on flange 200 mm id 25 mm thick including nut & bolt with gasket |
| 118 | Slip on flange 150 mm id 25 mm thick including nut & bolt with gasket |
| 119 | Slip on flange 100 mm id 20 mm thick including nut & bolt with gasket |
| 120 | Providing and fixing of Electro Magnetic flow meter 600 mm size on pipeline complete in all respects Make ABB/Siemens/Endress Hauser/Khrone Marshall/ Euromet (NSI) |
| 121 | PROVIDING & FIXING, JOINTING, COMMISSIONING & TESTING OF SLUICE VALVESELECTRICACTUATOR FOR OPERATED OF VARIOUS DIA, PN 16 /10 INCLUDING THE COST OF PANEL AND WIRING COMPLETE JOB. AS PER BS 5763/IS 14846. Sluice Valve Make:- DVD/AVK/Kirloskar/IVC/Talis (NSI) |
| 122 | Sluice Valve DI 800 mm dia with actuator |
| 123 | Sluice Valve DI 600 mm dia with actuator |
| 124 | Sluice Valve DI 400 mm dia with actuator |
| 125 | Sluice Valve DI 300 mm dia with actuator |
| 126 | PROVIDING & FIXING, COMMISSIONING & TESTINGOF VARIOUR DIA SLUICE VALVES MANUALY OPERATED, PN 16 Make:- DVD/Talis/AVK/Kirloskar/IVC (NSI) |
| 127 | Sluice Valve DI 200 mm dia PN 16 resilient seated manual |
| 128 | Sluice Valve DI 150 mm dia PN 16 resilient seated manual |
| 129 | Sluice Valve DI 100 mm dia PN 16 resilient seated manual |
| 130 | PROVIDING & FIXING, COMMISSIONING & TESTING OF DI METAL SEATED SWING CHECK VALVE (NON RETURN VALVE), 300 MM SIZE, PN 16 MAKE ;KIRLOSKAR/DVD/AVK/IVC/TALIS. (NSI) |
| 131 | ELECTRICAL WORKS |
| 132 | Supplying, Erection, Testing, Commissioning of HT panel floor mounted 1 Nos VCBs 630 Amp, 350 MVA with PT complete with volt meter and Amp/meter annunciation panel with 8 windows ,i/c CV2D2 Jor equivalent, Master Trip Relay with double float, numerical IDMT protection relay with 3 O/C - 1 E/F REJ601 or Equivalent complete as per detailed specification conforming to 1S 13118, IEC-62271-100 with fully internal Arc tested for 26.3 KA for 3 second, Totally enclosed single busbar, metal clad indoor extensible, fully inter locked horizontal isolation or a specified by the department, & horizontal draw out type indoor circuit breaker and other accessories for proper functioning of the system complete in all respects with Aluminium Bus Bar Electrolyte Grade asper Specifications & approved list of Makes (2 No incomer with PT and 3 no outgoing without PT, 1 bus coupler). Make:- ABB/ Siemens/ Schneider. (NSI) |
| 133 | Indoor Metal Clad Switch gear Cubicle rated for 11kV, 630A, 26.3kA for 3 Sec |
| 134 | CT-11KV, Single Phase CTs100/1A-1A, CORE1-CL12.5VA, CORE2-5 P102.5VA |
| 135 | Single Phase 11KVPTs (Cast resin Type) (Fixed)11kV/V3/110/V3, CL1,50 VA with fuses |
| 136 | Indoor Floor Mounted Type Vacuum Circuit Breaker Incoming/Outgoing |
| 137 | Vacuum Circuit Breaker 630A Amps, 26.3KA For 3Sec with motorized operating Mechanism |
| 138 | TNC Switch |
| 139 | LED Lamps |
| 140 | Fuses, Hooter & Aux Relays |
| 141 | Numerical 3O/C+1E/F protection relay type REJ601 (50,50N,51,51N,86) /Equivalent |
| 142 | Master trip relay |
| 143 | Digital Ammeter with ASS,Class1.0,Digital Voltmeter with VSS, Class1.0 Auxiliary relays for transformer faults (CV2D2J) /Equivalent |
| 144 | Supply, erectionand commissioning of LT Panel Old MES with 2 No’s Incomer ACB1250 amp(Mains & DG), 4 No’s Outgoing MCCB 630 Amp 50 KA (Motor Incomer), 4 No’s Outgoing 10 HP Starter (2 No Vacuum Pump & 2No Dewatering Pump) with 2 MCCB 100 ampfor Lighting Load and 2No MCCB of 63 amp for allied load. Make:- ABB/Siemens/ Schneider. (NSI) |
| 145 | Supplying ,Erection, Testing, Commissioning of soft starter (min. 470amp) suitable to run the 250 HP 3 phase 415 V 50 Hz Ac supply electric motor, shall be housed in sheet metal powder coated IP42 floor mounted panel in accordance with IEC 60439, RAL7035, bottom cable entry, HMI on panel door, input MCCB 800amp 50KA, 3 pole micro processor type (seimens/L&T/Schenider) as incomer with semi conductor fuses in series to soft startor. The Soft starter module with internal bypass to thyristors, RYB/Run/Trip/Ready indication, local/remote selector switch, Auxilary switch, control supply transfarmer with MCB, space heater with thermostat, exuast fan etc. complete in all respects to the entire satisfaction of EIC. Make: Danfoss/Siemens/Schneider/ABB. (NSI) |
| 146 | Supplying, Erection, Testing, Commissioning of 625KVA capacity silent type CPCB approved, Diesel Gen set including cost of suitable capacity inbuilt diesel tank, AVM pad with industrial silencer, with inbuilt control breaker as per rating, Complete in all respects Make:- Kirloskar/Cummins/Caterpillar or equivalent make. (NSI) |
| 147 | Supply, of minimum 11000 V grade conforming to IS 7098 part 2 aluminum armoured conductor XLPE 3 core cable suitable for supplying for 11 KV supply up to panel from source and furtherup to transformer primary of approved make including thimbles and compression glandcomplete in all respectMake:- Havells/ Finolex/ Polycab/ KEI. (NSI) |
| 148 | 240 sqmm 3 core |
| 149 | 95 sqmm 3 core |
| 150 | Supply, of minimum 1100 V grade conforming to IS 7098 part 1 aluminum armoured conductor XLPE 3-1/2 core cable suitable for supplying supply power from transformer to panel and furtherup to drives of approved make including thimbles and compression gland complete in all respect. Make:- Havells/ Finolex/ Polycab/ KEI. |
| 151 | 400 sqmm 3-1/2 core |
| 152 | 300 sqmm 3-1/2 core |
| 153 | 240 sqmm 3-1/2 core |
| 154 | 120 sqmm (3-1/2 core) |
| 155 | 70 sqmm (3-1/2 core) |
| 156 | Supply, of minimum 1100 V grade conforming to IS 7098 part 1 copper PVC in conductor XLPE 3-1/2 and 4 core cable suitable for supplying supply power frompanelto further various equipment’s of approved make including thimbles and compression gland complete in all respect. Make:- Make:- Havells/ Finolex/ Polycab/ KEI. |
| 157 | 1.5 sqmm (2core) |
| 158 | 1.5 sqmm (6core) |
| 159 | 04sqmm (4core) |
| 160 | 10 sqmm(4core) |
| 161 | 16 sqmm(4core) |
| 162 | Supply, of minimum 1100 V grade conforming to IS 694 single core PVC insulated industrial grade copper conductor flexible cable of approved make including thimbles and compression gland complete in all respect.Make:- Havells/ Finolex/ Polycab/ KEI. |
| 163 | 240 sqmm single core |
| 164 | 150 sqmm single core |
| 165 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 11000V grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Make:- Havells/ Finolex/ Polycab/ KEI. (DSR E&M 8.1) |
| 166 | Up to 120 sqmm (DSR E&M 8.1.1) |
| 167 | Above120sq.mm and upto 400sq.mm (DSR E&M 8.1.2) |
| 168 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1100V grade of following sizein existing masonry open duct etc. as required.Make:- Havells/ Finolex/ Polycab/ KEI. (DSR E&M 8.4) |
| 169 | Up to 120 sqmm (DSR E&M 8.4.1) |
| 170 | Above120sq.mm and upto 400sq.mm (DSR E&M 8.4.2) |
| 171 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Make:- Havells/ Finolex/ Polycab/ KEI. (DSR E&M 7.1) |
| 172 | Above 95 sqmm and up to 180sqmm (DSR E&M 7.1.3) |
| 173 | Above 185 sqmm and up to 400 sqmm (DSR E&M 7.1.4) |
| 174 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1100V grade of following sizein existing masonry open duct etc. as required.Make:- Havells/ Finolex/ Polycab/ KEI. (DSR E&M 7.6) |
| 175 | Up to 35 sqmm (DSR E&M 7.6.1) |
| 176 | Above 35 sqmm and up to 95 sqmm (DSR E&M 7.6.2) |
| 177 | Above 95 sqmm and up to 185 sqmm (DSR E&M 7.6.3) |
| 178 | Above 185 sqmm and up to 400 sqmm (DSR E&M 7.6.4) |
| 179 | supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminiumconductor cable of 11 KV grade as required :Make:- Havells/ Finolex/ Polycab/ KEI. (DSR E&M 10.4) |
| 180 | 240 sq. mm (DSR E&M 10.4.3) |
| 181 | 95 sq. mm (NSI) |
| 182 | Supplying and making outdoor cable end termination with heat srinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :Make:- Havells/ Finolex/ Polycab/ KEI. (DSR E&M 10.5) |
| 183 | 240 sq. mm (DSR E&M 10.5.3) |
| 184 | Earthing for electric motor, HT/LT panels, transformer, VFD panels and other electric installations complete in all respects as per IS/IEC62035 Part1-4 consist of the following components: (NSI) |
| 185 | Earthing with copper earth plate 600mmx600mmx3mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and perforated watering pipe 40mm dia c class 3.5 mtr long along copper strip50x5mm up to ground level with chemical compound as required. (As per allotment) (NSI) |
| 186 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) (DSR E&M 5.8) |
| 187 | P/F of copper strip 50mmx5mm for earthing of electrical equipment’s including excavation, chasing of wall/floor etc complete in all respect. (As per allotment) (NSI) |
| 188 | Supply and erection/ laying underground GI perforated pipe 50mm C-Class of make: Jindal/Tata for protection of copper Earthing strip. (As per allotment) (NSI) |
| 189 | Earthing with GI earth plate 600mmx600mmx6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and perforated watering pipe 40mm dia c class 3.5 mtr long along GI strip25x5mm up to ground level with chemical compound as required. (As per allotment) (NSI) |
| 190 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. (DSR E&M 5.15) |
| 191 | P/F of GI strip 40mmx5mm for earthing of electrical equipment’s including excavation, chasing of wall/floor etc complete in all respects. (NSI) |
| 192 | Supplying and installing of GI Cable Tray including brackets, nut bolts, fastener sets complete in all respects. (As per allotment) (NSI) |
| 193 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) (As per allotment). (DSR E&M 5.9) |
| 194 | Providing fixing carbon dioxide (CO2) type fire extinguishers of 4.5 Kg capaity conforming to IS:2878-1976 and cylinders fully charged as required. Make: Lifeguard/Unitex /Alpha/Firebird. (As per allotment) (NSI) |
| 195 | Providing of set of 4 no. 9.5 Ltr capacity GI bucket painted in post office red colour with prior coar of red oxide paint and written with white paint \"FIRE\" & mountd on MS angle iron frame with capacity including filling of sand etc. (As per allotment) (NSI) |
| 196 | CREDIT FOR REMOVING EXISTING PIPES AND VALVES |
| 197 | Credit of MS Pipeline in Pump House (NSI) |
| 198 | a) 300 mm diameter MS individual pump suction and delivery |
| 199 | b) 600mm dia meter MS common suction and delivery header |
| 200 | Credit against old DG Set and cables etc. (NSI) (L.S) |
| 201 | Note: Above calculations are based on assumed percentages regarding the weight of valves, lead and pipes that will be recovered during execution. However, actual recovery from the contractor shall be as per actual weight of the material recovered during execution. |
