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| 1 | (A) Civil WORK |
| 2 | 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 up to 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. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kind of soils. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 6 | 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) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 10 | 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. |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 12 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer\"s specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 13 | 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) |
| 14 | 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) |
| 15 | Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) |
| 17 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 18 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate. |
| 19 | Over burnt (Jhama) brick aggregate 90 mm to 45 mm. |
| 20 | Stone screening 13.2 mm nominal size (Type A). |
| 21 | Moorum. |
| 22 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 23 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 24 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 25 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 26 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : Flush/ Ruled pointing |
| 27 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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). |
| 28 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm. |
| 29 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity. |
| 30 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. Note: Seal coat items to be operated only with the prior approval of chief Engineer concerned. |
| 31 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats). |
| 32 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 40 mm nominal outer dia. Pipes. |
| 33 | 50 mm nominal outer dia. Pipes. |
| 34 | 62.5 mm nominal outer dia. Pipes. |
| 35 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. Rocky strata including Boulders 400 mm dia |
| 36 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders , 400 mm dia |
| 37 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 38 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 39 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm 150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 40 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, 150 mm nominal size dia |
| 41 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 42 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia |
| 43 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp |
| 44 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).200 mm dia |
| 45 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 47 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). |
| 48 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 49 | Applying correction factor on DSR-23 on account of GST @0.973 (Deduction) |
| 50 | Preparation and submission of detailed structural drawings including bar binding schedule(BBS), layout plan etc for construction of under ground sump in compliance with relevant BIS code and regulations . Submission of detailed drawings in 5 nos hard copy (including soft copy ) as per direction of engineer in-charge. |
| 51 | (B) ELECT WORK |
| 52 | 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 |
| 53 | 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 of grade Fe-500D or more. |
| 54 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and 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) |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form work for i) Foundations, footings, bases for columns |
| 56 | Providing 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 57 | 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 : 3 graded stone aggregate 20 mm nominal size). |
| 58 | 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) |
| 59 | Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. |
| 60 | Applying correction factor on DSR-23 on account of GST @0.973 (Deduction) for item no 52-59 |
| 61 | Providing and fixingPVC/HDPEPipe of75 mm inner dia. for cable entry at desired level in the RCC foundation. |
| 62 | Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. |
| 63 | Earthing with G.I. earthplate 600 mm x 600 mm x 6 mm thickincluding accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 mtr long etc. with charcoal/ coke and salt as required. |
| 64 | Earthing withcopper earthplate 600 mm x 600 mm x 3 mm thickincluding accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 mtr long etc. with charcoal/ coke and salt as required. |
| 65 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc.as required. |
| 66 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 67 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 68 | Providing and fixing 25 mm X 5 mm G I strip on surface or in recess for connections etc. as required. |
| 69 | Earthing with GI earth pipe 4.5mtr long & 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangements and watering pipe etc.with charcoal or coke and salt as reqd |
| 70 | Supplying and laying 6 SWG G.I. wire at 0.50 metere below ground level for conductor earth electrode , including connection / termination with GI thimble etc as required . |
| 71 | Providing and laying earth connection from eath electrode with6 SWG dia GI wire in 15 mm dia GI pipe from earth electrode i/c connection with GI thimble excavation and re- filling as required . |
| 72 | Supplying and embedding 40 mm dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. |
| 73 | Supplying and laying of following size DWC HDPE pipe along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench/ open, complete as required. |
| 74 | Providing, installation, testing and commissioning of non-return valve of 65 mm dia confirming to IS : 5312 complete with rubber gasket, GI bolts, nuts, washers etc as required |
| 75 | Providing, installation, testing and commissioning of non-return valve of 80 mm dia confirming to IS : 5312 complete with rubber gasket, GI bolts, nuts, washers etc as required |
| 76 | Providing, laying and fixing 100 mm dia G.I. pipe medium class in ground complete with G.I. fitting including trenching ( 75 cm ) depth and refilling etc as required. |
| 77 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 78 | 2 X 25 sq. mm (22 mm) |
| 79 | 3½ X 35 sq. mm (25 mm) |
| 80 | 3½ X 50 sq. mm (28 mm) |
| 81 | 3½ X 70 sq. mm (35 mm) |
| 82 | 3½ X 95 sq. mm (38 mm) |
| 83 | 3½ X 120 sq. mm (45 mm) |
| 84 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 85 | 90 mm dia (OD-90 mm & ID-76 mm nominal) |
| 86 | 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 87 | 160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 88 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 89 | Single pole |
| 90 | Triple pole and neutral |
| 91 | Supplying and fixing 2 Arating, 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. |
| 92 | Supply, Installation, Testing and commissioning ofoutdoor stand mounted feeder pillar with 63A TPN MCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise - lower push button, terminals for incoming cable up to 120sq. mm and out going 16 core x 2.5 sq. mm. The feeder pillar shall be grouted in cement concrete 1:3:6 (1 Cement :3 Coarse sand: 6 Graded Stone aggregate 40 mm nominal size) foundationincluding finishing etc including plastering complete as required as per specifications. (drawing will be get approved before fabrication) |
| 93 | Supplying & erection of 7 Mtrs height hot dip galvanized hinged door octagonal pole on the existing foundation as per enclosed technical specification and having following dimensions and provisions of make Utkarsh/ Crompton/ Havells/ Bansal/ Jindal/ Surya:- a) Pole Top dia - 70mmb) Pole Bottom dia - 130 mmc)Thickness of sheet - 3 mm,d) Base plate of size - 220 mm X 220 mm X 12 mme) Bracket single arm for insttallation of street light : 500 mm long with 48.3 OD GI pipef) indoor suitable arrangement for termination of 2 core inlet and outlet cable connections i/c providing and fixing of 2 strip bus bar and din bar.g) foundation bolts 4 nos with nuts of 20x 700 mm , washers, plates i/c connection and interconnection etc. complete as required. |
| 94 | Supplying & erection of 9 Mtrs height hot dip galvanized hinged door octagonal pole on the existing foundation as per enclosed technical specification and having following dimensions and provisions of make Utkarsh/ Crompton/ Havells/ Bansal/ Jindal/ Surya:- a) Pole Top dia - 70mmb) Pole Bottom dia - 155 mmc)Thickness of sheet - 3 mm,d) Base plate of size - 260 mm X 260 mm X 16 mme) Bracket single arm for insttallation of street light : 500 mm long with 48.3 OD GI pipef) indoor suitable arrangement for termination of 2 core inlet and outlet cable connections i/c providing and fixing of 4 strip bus bar and din bar.g) foundation bolts 4 nos with nuts of 24 x 700 mm , washers, plates i/c connection and interconnection etc. complete as required. |
| 95 | Supplying & fixing of 70 watt LED street light with aluminium body and toughened glass and secondary optical lens, with IP-66 protection 5700K on existing bracket including wiring with 3 x 1.5 Sqmm (from bus bar to LED fitting), PVC insulated & PVC sheathed, multi core, copper condoctor cable & making connection of LED street light luminaire etc. as required of make CG / Bajaj / Havells / Philips/ Syska. |
| 96 | Supplying & fixing of 45 watt LED street light with aluminium body and toughened glass and secondary optical lens, with IP-66 protection 5700K on existing bracket including wiring with 3 x 1.5 Sqmm (from bus bar to LED fitting), PVC insulated & PVC sheathed, multi core, copper condoctor cable & making connection of LED street light luminaire etc. as required of make CG / Bajaj / Havells / Philips/ Syska. |
| 97 | Supplying, Installation, Testing and Commissioning of 200 W LED Flood Light luminaire with pressure die cast aluminium housing, having system luminous efficacy >= 100 Lm/W, system lumen output > 20000 lumen, IP 66/65 protection i/c LED\"s, electronic driver, diffuser suitable for operation on 230 V (+/- 10 %), 50 Hz, AC i/c connection etc. as required.Make :- Bajajtype BENP 20FL, Philips, Wipro/ Halonix |
| 98 | Supplying, installation, testing and commissioning of 100 watt LED flood light made of pressure dia cast aluminium housing with toughened glass, lens, IP66 protection on existing wall/pole including connection etc as required. makePhilips/ Crompton/ Havells/ Bajaj/ wipro. |
| 99 | Fabrication, supply,installation testing and commissioning oftotally enclosed , dust & vermin proof, naturally ventilated , fully compartmentalized suitable size Outdoor type slooped roof, double door MV cubical Panelboard size of ( 0.75 m H X 0.75 m W X 0.30 m D ) , made outof 2.0 mm thick CRCA sheet of CPRI approved as per specification and 100 Amp rating TPN Aluminium bus bars of suitable size and capacity with colour coded heat shrinkable PVC sleeve, unbreakable, non - hygroscopic SMC / DMC supports, suitable for 415 volt,50 HZ, AC supply including providing and fixing 40x40x5 mm MS angle base frame and following switchgear etc. complete as required.100A, 25 KA FP MCCB with spreader link assembly and rotary operating handle - 1 set. ( L & T or equivalent make ).RYB LED indication lamp - 3 nos.,6 Amp SP MCB -3 nos.,Fully automatic star delta starter - 1 no.suitable for 12.50HP Pump set.( L & T or equivalent make ).Single phase preventor - 01 no. ( L & T or equivalent make).Voltmeter 0 - 500 Volt with selector switch - 01 set,Ammeter 0 - 50 ampwith selector switch - 01 set |
| 100 | Providing and fixing Flat three core PVC insulated & PVC sheathed industrial cable for submersible pump motors 6 sq mm 1100 volt, confirming to IS 694 HSN code 8544( Havells ) and equivalen make ). |
| 101 | Providing and laying 8 sq mm PVC insulated steel wire . |
| 102 | Providing and fixing Heavy (C Class)80 mm dia GI pipe in bore well with flange and welding etc as required. |
| 103 | Providing and installation of 9.3 KW / 12.50 HP , three phase 6 stage water filled motor submersible pumpset suitable for operation at 415 V , 50 Hz AC Supply having head of 42m - 80 mtrs & discharge range 930 L/ min - 270 L/ minpipe size should be 80 mm. Make KSB |
| 104 | Providingof 9.3 KW / 12.50 HP , three phase 6 stage water filled motor submersible pumpset suitable for operation at 415 V , 50 Hz AC Supply having head of 42m - 80 mtrs & discharge range 930 L/ min - 270 L/ minpipe size should be 80 mm. Make KSB |
| 105 | Providing, installation, testing and commissioning of one number 7.5 HP, three phase, Openwell Submersible Pumpset suitable for operation at 415 V , 50 Hz AC supply at base of existing sump, delivery 90.0 x 75.0 mm, discharge range 1750 L/ min - 700.0 L/ min at head range 15.0 m - 33.0 mtrs etc as requird at site make KSB |
| 106 | Providing of one number 7.5 HP, three phase, Openwell Submersible Pumpset suitable for operation at 415 V , 50 Hz AC supply at base of existing sump, delivery 90.0 x 75.0 mm, discharge range 1750 L/ min - 700.0 L/ min at head range 15.0 m - 33.0 mtrs etc as requird. (As stand by) make KSB |
| 107 | Supplying, Installation, Testing and commissioning of 7.5 HP DOL, 3 phase submersible pump controller with single phase preventer, along with Ammeter, Voltmeter including connection etc as required make L&T MU-G7.5 DOL/ Havells/ BCH or equivalent. |
| 108 | S/ITC of wall mounted, L. T panel distribution made out of 2 mm CRCA sheet of size 1000 mmx 1200 mmx 300 mm deep having 200 Amps, 04 nos. insulated aluminium Bus bars and to accommodate following accessories there in, front door openable including grouting the same at existing wall/floor arrangement for incoming/outgoing cabling/cable termination, earthing, locking, interconnection etc. as required.125 Amps, 4 pole, 25 KA, MCCB make L&T/ Havells/ Standard/ Indoasian - 1 No,63 Amps, 4 pole, 16 KA, MCCB make L&T/ Havells/ Standard/ Indoasian - 4 No,32 Amp, DP, MCB, 10 KA, C curve, 240 V, 50 Hz make L&T/ Havells/ Standard/ Indoasian - 4 Nos,Digital multifunction meter alongwith CTs L&T/ AE make - 1 set,Indication lamps RYB make L&T/Havells or equivalent - 03 Nos |
| 109 | S/ITC of joint box made out of 2 mm CRCA sheet, of size 400 mm x 400 mm x 250 mm deep having 200 Amps, 04 nos. insulated aluminium Bus bars, Providing & fixing Chanel iron frame of size 400 mm x 250 mm x 400 mm long legs (4 nos) made outof 40 mm x 40 mm x 5 mm & grouting the same in suitable cement concrete foundation, arrangement for incoming/outgoing cabling/cable termination,locking, interconnection,connection of existing cables & paintingetc. as required. |
| 110 | Supplying & laying of one number XLPE insulated and PVC sheathed Armoured power cable of 1.1 KV grade of size 2 x 25 sqmm, direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering Conf. to IS:7098 part - I of make Havells / Polycab / finolex / KEI |
| 111 | Supplying & laying of one number XLPE insulated and PVC sheathed power cable of 1.1 KV gradeof size 2X25 sqmm. in the existng RCC / HUME / METAL /PVC pipeas required Conf. to IS:7098 part - I of make Havells / Polycab /finolex / KEI |
| 112 | Supplying & laying of one number XLPE insulated and PVC sheathed power cable of 1.1 KV grade of size 2X25 sqmm. in the existing masonry open duct as required. Conf. to IS:7098 part - I of make Havells / Polycab / finolex/ KEI |
| 113 | Supplying & laying of one number XLPE insulated and PVC sheathed Armoured power cable of 1.1 KV grade of size 3.5 x 35 sqmm, direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering Conf. to IS:7098 part - I of make Havells / Polycab / finolex / KEI |
| 114 | Supplying & laying of one number XLPE insulated and PVC sheathed power cable of 1.1 KV gradeof size 3.5 x 35 sqmm. in the existng RCC / HUME / METAL /PVC pipeas required Conf. to IS:7098 part - I of make Havells / Polycab /finolex / KEI |
| 115 | Supplying & laying of one number XLPE insulated and PVC sheathed power cable of 1.1 KV grade of size 3.5 x 35 sqmm. in the existing masonry open duct as required. Conf. to IS:7098 part - I of make Havells / Polycab / finolex/ KE |
| 116 | Providing & laying of one number XLPE insulated and PVC sheathed armoured aluminium power cable of 1.1 KV grade of size 3.5 x 50 sqmm,direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering Conf. to IS:7098 part - I of make Havells / Polycab / Finolex. |
| 117 | Providing & laying of one number XLPE insulated and PVC sheathed armoured aluminium power cable of 1.1 KV grade of size 3.5 x 50 sq mm in the existing RCC/ Hume/ metal pipe etc as required. IS:7098 part - I of make make Havells / Polycab / Finolex. |
| 118 | Providing & laying of one number XLPE insulated and PVC sheathed armoured aluminium power cable of 1.1 KV grade of size 3.5 x 50 sq mm in the existing masonry open duct etc as required. IS:7098 part - I of make make Havells / Polycab / Finolex. |
| 119 | Supplying & laying of one number XLPE insulated and PVC sheathed Armoured power cable of 1.1 KV grade of size 3.5 x 95 sqmm, direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering Conf. to IS:7098 part - I of make Havells / Polycab / finolex / KEI. |
| 120 | Supplying & laying of one number XLPE insulated and PVC sheathed power cable of 1.1 KV gradeof size 3.5 X 95 sqmm. in the existng RCC / HUME / METAL /PVC pipeas required Conf. to IS:7098 part - I of make Havells / Polycab /finolex / KEI |
| 121 | Supplying & laying of one number XLPE insulated and PVC sheathed power cable of 1.1 KV grade of size 3.5 x 95 sqmm. in the existing masonry open duct as required. Conf. to IS:7098 part - I of make Havells / Polycab / finolex/ KEI |
| 122 | S.I.T.C. of ‘Silent Type’ DG sets along with, Prime Power Rating of 58.5 KVA, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, water cooled, CPCBIV+ emission norms with mannual Panel and consisting of the followings on existing base: Mahindra/ Cummins/ Kirloskar/ TataA) Diesel engine 4/6 stroke Air/liquied cooled, electric start of suitable BHP at 1500 rpm suitable for above output of alternator at 40C, 50% RH & AT 1000 meter MSL and conforming to BS 5514, BS 649 IS 10000, capable of taking 10% overloading for one hour afer 12 hours of continous operation, the engine will be fitted with all the required accessories mentioned as below:B) Diesel engine 4/6 stroke Air/water cooled, turbo charged after cooled,electric start, capable of developing minimum BHP, at 1500 RPM suitablei) Start-stop switch with key (as per OEM design), ii) Water temperature indication, iii) Lubrication oil pressure indication, iv) Lubrication oil temperature indication, v) Battery charging indication, vi) RPM indication, vii) Over speed trip indication, viii) Low lub. Oil trip indication, ix) Engine Hours indicationC) Alternator :Synchronous alternator rated at 58.5 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 M MSL. The alternator shall be having SPDP enclosure, brushless, continuous duty, self- excited and selfregulated through AVR conforming to IS: 4722/ BS 2613 suitable for tropical conditions and with class-H insulation.D) Base Frame & Foundation:Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturerE) Fuel Tank: Daily service fuel tank, fabricated out of 1.6 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications.F) Exhaust System: Dry exhaust manifold with hospital exhaust silencer.G) Starting System: 12/24 V DC starting system comprising of starter motors, voltage regulator and arrangement for initial excitation complete with battery minimum AH capacity, as required as per specifications.H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere as per specifications. |
| 123 | S.I.T.C. of ‘Silent Type’ DG sets along with, Prime Power Rating of 125 KVA, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, water cooled, CPCBIV+ emission norms with mannual Panel and consisting of the followings on existing base: Mahindra/ Cummins/ Kirloskar/ TataA) Diesel engine 4/6 stroke Air/liquied cooled, electric start of suitable BHP at 1500 rpm suitable for above output of alternator at 40C, 50% RH & AT 1000 meter MSL and conforming to BS 5514, BS 649 IS 10000, capable of taking 10% overloading for one hour afer 12 hours of continous operation, the engine will be fitted with all the required accessories mentioned as below:B) Diesel engine 4/6 stroke Air/water cooled, turbo charged after cooled,electric start, capable of developing minimum BHP, at 1500 RPM suitablei) Start-stop switch with key (as per OEM design), ii) Water temperature indication, iii) Lubrication oil pressure indication, iv) Lubrication oil temperature indication, v) Battery charging indication, vi) RPM indication, vii) Over speed trip indication, viii) Low lub. Oil trip indication, ix) Engine Hours indicationC) Alternator :Synchronous alternator rated at 58.5 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 M MSL. The alternator shall be having SPDP enclosure, brushless, continuous duty, self- excited and selfregulated through AVR conforming to IS: 4722/ BS 2613 suitable for tropical conditions and with class-H insulation.D) Base Frame & Foundation:Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturerE) Fuel Tank: Daily service fuel tank, fabricated out of 1.6 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications.F) Exhaust System: Dry exhaust manifold with hospital exhaust silencer.G) Starting System: 12/24 V DC starting system comprising of starter motors, voltage regulator and arrangement for initial excitation complete with battery minimum AH capacity, as required as per specifications.H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere as per specifications. |
| 124 | Supplying, Erection, Testing & Commissioning of 16 M High Mast System totally hot dip galvanized and suitable for 50 mt/s wind velocity. The mast shafts shall be in two sections which can be joined by slip-stress-fit method. The system shall include head frame, stainless steel wire rope, motorised double drum winch,trailing cable, connector, integral power tool motor, manual handle, junction box, aviation obstruction light, lightening finial, galvanized lantern carriage arrangement to mount 12 Nos luminaries, foundation bolts, etc complete as required as perfollowing details:-Make :-Bajaj/ Philips / Crompton / Wipro / Surya /Transrail Lighting Ltd.The 20 sided mast shaft shall be fabricated in two sections: sheet thickness bottom section 4 mm & sheet thickness top section from 3 mm thick sheet steel, with bottom diameter approx. 360 mm and top dia 150 mm, length of overlap: 0.60 M, base plate dia 520 mm with a thickness of 25 mm, 8 nos foundation bolt of high tensile strengtheach 30 mm dia & 850 mm long. M.S. anchor plate shall be 8 mm thick & template 4 mm thick having PCD as per base plate of high mast. including supply and fixing connectors for cables etc.The flexible stainless steel wire rope shall be 7/19 construction 6 mm dia with Minimum breaking load of 2150 Kg. The double drum winch with power tool shall have an operating speed of 180 rpm, lifting speed: 3M/min.The electrical connections from the bottom to the top shall be made by special trailing cable of suitable sizebut not less than 16 core x 2.5 sq mminsulated copper conductor cable, for feeding power to the 12 nos light fixtures from looping box to Junction box on top of High Mast.Lantern carriage suitable to carry 12 nos LED light fixtures shall be supplied. The lantern carriage shall have a weather proof junction box to terminate the feeding cable to the light fixtures as also to terminate the power cable.LED type aviation obstruction light.Foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template. |
| 125 | Add GST 18 % inplace of 12% on DSR Items by MF factor @ 0.0633(item 61 to 79.2) |
