11014/9021/28 Sect AR/Engr-2025/01

Amount

SCHEDULE ‘A’ PART-I (Constr of Pump House) Drg No 28 Sect/Engr/063®/2016

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed.

Excavation work in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.

Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering.

Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), in column up to plinth level excluding the cost of centering, shuttering, finishing and reinforcement.

Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)work in plinth and columns, excluding cost of centering, shuttering, finishing and reinforcement.

Centering and shuttering including strutting, propping etc. and removal of form for base of columns.

Centering and shuttering including strutting, propping etc. and removal of form for plinth beams.

Mild steel and Medium Tensile steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand).

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand).

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 upto 1.5 m.

Supplying and stacking at site 63 mm to 45 mm size stone aggregate for hardcore.

Providing and laying cement corcrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in flooring.

Providing and laying 40 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. with 20 mm nominal size stone aggregate.

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

Painting (one or more coats) with black Japan paint of approvedbrand and manufacture to give an even shade.

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, including welding and bolted with special shaped washers etc. complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete for Ridges plain (500 - 600mm).

providing and fixing wind ties of 40x 6 mm flat iron section to roof incl securing both both cutting, drilling etc.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer using flats 30x6mm for diagonal braces and central cross piece.

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, fixing with carbon steel galvanised dash fastener of required dia and size.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes.

Two or more coats painting with synthetic enamel paint of approved brand and manufacture to give an even shade on new surface.

SCHEDULE ‘A’ PART-II (Electrification)

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S./PVC box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. (group B wiring)

Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.

Supplying and fixing 5/6 amps switch piano type on the existing switch box/ cover including connections etc. as required.

Supplying and fixing 15/16 amp switch piano type on the existing switch box/ cover including connections etc. as required.

Supplying and fixing 3 pin 5/6 amp socket outlet on the existing switch box/ cover including connections etc. as required.

Supplying and fixing 6 pin 15/16 amp socket outlet piano type on the existing switch box/ cover including connections etc. as required.

Supplying and fixing brass/ insullated batten/ angle holder including connection etc. as required.

Supplying and fixing 2 + 4 way, Single door, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).

Supplying and fixing 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of single poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing 40 amps rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 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.

Supplying and drawing 2 x 6 sq. mm of FR PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required.

SCHEDULE ‘B’ PART-I (Bore well)

Material and labour for carrying out geophysical survey for ground water exploration by electrical resistivity techniques of different locations spread of suitable intervals to find out the delineation of lithological features of area thickness of layers and most favorable site for ground water strata based on geological parameters and deposition of sub surface formation aquifer up to the depth of 200 mtr and submitting a detail survey report on ground 200 mm dia bore including trial bore 200 mm dia up to depth of 150 mtr.

Boring/drilling bore well of 250 mm 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.

Boring/drilling bore well of 250 mm 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.

Supplying, assembling, lowering and fixing 200 mm nominal size dia in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

Supply and filling of pea gravels 5 mm to 6 mm thickness, 50 mm all around the casing pipe including spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supply, installation, testing and commissioning of submersible pumping set 7.5 HP, 3 phase 415 volts, electric motor, ISI marked suitable for 150 mm dia trial bore upto the height of 100 mtr delivery head and other specification details will be approved on completion of bore hole installation and specification of lowering of pump will be directed of site by Engineer-in-Charge (Make Kirloskar/Crompton/CRI)including ASD Submersible pump Controller (Standard), panel of Make-Havells, L&T with star-delta starter.

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. Developing of bore holes with compressed air till establishment and discharges free flow and mud particles will be removed by pumping muddy water.

Supply and fixing of flat submersible cable PVC insulated PVC sheathed copper conductor of 16 Sqmm 3 core (Make: Havells/Plaza/Anchor).

Supply and lowering of GI pipe, medium grade, 50 mm dia with all necessary fittings and fixtures along with lowering of submersible pump with all necessary fittings.

Supply and fixing of bore well cap of 200 mm dia along with MS pipe 1 mtr long sleeve 200 mm dia, MS, best quality including internal threading and locking arrangement as required complete all as specified and directed at site by Engineer-in-Charge.

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.

Material and labour for yielding test for bore well continuously pumping for 16 hours to determine safe pumping yield and necessary certificate will be provided to department from Govt/Semi Govt Agency including testing of water bacteriologically and chemically etc all as directed by Engineer-in-Charge.

Supply and fixing on load change over switch 415 volts in sheet metal enclosures 3 pole of capacity 63 Amp.(Make: L&T, Seimems, Havells)

Supply and fixing of steel wire rope (SWR) for holding submersible pump in case of breakage of GI pipe. (Size of wire 10 Sqmm dia). This will be secured with 8 nos bull dog grip of required size

SCHEDULE ‘C’ PART-I (External and Allied Work for Water Supply Scheme)

Providing and fixing 80 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.

Providing and fixing 65 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.

Providing and fixing 50 mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.

Providing and fixing 25 mm dia nominal bore G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

Providing and fixing 20 mm dia nominal bore G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

Providing and fixing gun metal gate valve 80 mm nominal bore with C.I. wheel of approved quality (screwed end).

Providing and fixing gun metal gate valve 65 mm nominal bore with C.I. wheel of approved quality (screwed end).

Providing and fixing gun metal gate valve 50 mm nominal bore with C.I. wheel of approved quality (screwed end).

Providing and fixing gun metal gate valve 25 mm nominal bore with C.I. wheel of approved quality (screwed end).

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(non modular) bricks of class designation 7.5.

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(non modular) bricks of class designation 7.5.

Supply, installation, testing and commissioning of submersible pumping set 7.5 HP, 3 phase 415 volts, electric motor, ISI marked suitable for 150 mm dia trial bore upto the height of 150 mtr delivery head and other specification details will be approved on completion of bore hole installation and specification of lowering of pump will be directed of site by Engineer-in-Charge (Make Kirloskar/Crompton/CRI) including ASD Submersible pump Controller (Standard), panel of Make-Havells, L&T with star-delta starter.

Supply, installation, testing and commissioning of Pumping set, centrifugal type, electric driven, 5 HP capacity, suitable for 3 phase 415 Volt with pump set of 50x50 mm dia suction and delivery having discharge capacity minimum 5000 ltr per Hours and 25 mtr head and PCC foundation and nut bolt etc all Complete (Make Kirloskar/Crompton/CRI).

Supply, installation, testing and commissioning of Pumping set, centrifugal type, electric driven, 20 HP capacity, suitable for 3 phase 415 Volt with pump set of 80x80 mm dia suction and delivery having discharge capacity minimum 10000 ltr per Hours and 25 meter head inclusive of star delta starter fully automatic with control Panel consisting of voltmeter, Amp meter, indications lamp and suitable for single phase trip failure for 3 phase, 415 Volt, wire from panel to motor and PCC foundation and nut bolt etc all Complete (Make Kirloskar/Crompton/CRI).

Supply and Fixing Star delta Starter fully automatic with control Panel consisting of voltmeter, Amp meter, indications lamp and suitable for single phase trip failure for 3 phase, 415 Volt, AC up to 12.5 HP Motor pump set (Make- Havells/Crompton/L&T).

SCHEDULE ‘D’ PART-I (P S TANK 50,000 LTRS CAPACITY AS PER DRG NO. 28 SECT/ENGR/111 SHEET NO 1/1 TO 6/6)

Dismantling steel work in built up sections in angles, tees, flats andchannels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

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 in all kind of soil.

Supplying, stacking, laying, spreading and compacting stone aggregate of specified sizes 63 mm to 45 mm size stone aggregate.

Providing and laying in position cement concrete of grade 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.

Providing and laying in position Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.

Providing and laying in position of reinforced cement concrete grade 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.

Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) work in plinth and columns, excluding cost of centering, shuttering, finishing and reinforcement.

Providing and fixing of centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete.

Providing and fixing of centering and shuttering including strutting, propping etc. and removal of form for plinth beams.

Providing and placing of TMT steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Providing and fixing of structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.

Providing and fixing precoated galvanised steel sheet roofing Ridges plain (500 - 600mm), 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete.

providing and fixing wind ties of 40x 6 mm flat iron section.

Material and labour for two or more coats painting with aluminium paint of approved brand and manufacture to give an even shade on new work.

Material and labour for two or more coats painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade on new work.

Earthing with copper earth 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.

Providing and fixing copper tape 20 mm X 3 mm thick on surface of Staging angle fixed on insulator for lightning conductor complete as required.(For vertical run).

Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long, copper tube, having single prong at top, with 85 mm dia 3mm thick copper base plate including holes etc. complete as required.

Providing and fixing 100 mm dia nominal bore G.I. pipes complete with G.I. fittings including fixing with MS Angle iron staging etc complete.

Providing and fixing 80 mm dia nominal bore G.I. pipes complete with G.I. fittings including fixing with MS Angle iron staging etc complete.

Supply and fixing Sluice Valves, flanged of class 1.0 PN,100 mm (4”) dia.

Supply and fixing Sluice Valves, flanged of class 1.0 PN,80 mm (3”) dia.

Supply and fixing of water level indicator mechanically operated with numbering of water level in tank complete.

SCHEDULE ‘E’ PART-I (Supply and Installation of 10000 GPH Iron removel Plant)

Supply and Installation of Iron Removal Filter of 10000 GPH Capacity, having 6 mm thick Shell thickness, 10 mm thick Dished end and Bed Plate thickness, 100 mm dia pipeline, 01 No Pressure Gauge, 01 No Sampling Cock, 01 No Air vent line, 01 No Manhole, suitable number of handles and Zeifil & Graded Gravels filter working of pressure minimun 2 Kg/sqmm including following equipment/accessories :- (a) Alum Pot mad e CI with Brass Valve & fittings Make- Zeolite Pvt Ltd - 01 No (b) Oxidation Chamber with Hard coke & MnO2 Oxidizing Media and 6 mm thick Shell thickness & 10 mm thick Dish end Thickness, 100 mm dia MS Pipe Line Make- Zeolite (India) Pvt Ltd or equivalent -01 No (c) Chlorine Dozer with suitable capacity metering Pump, PVC Chemical Tank of 50 litre capacity including all necessary fittings having capacity 0 to 6 Litres per hour Make- Zeolite (India) Pvt Ltd or equivalent -01 No (d) Soda Dozer with suitable capacity metering Pump, PVC Chemical Tank of 50 litre capacity including all necessary fittings having capacity 0 to 6 Litres per hour Make- Zeolite (India) Pvt Ltd or equivalent -01 No (e) Air Compressure with 01 HP Motor make Kirloskar or equivalent, 01 No Air Receiving Tank of 100 Litres capacity, 01 No Non Return Valve, 01 No Pressure Gauge, 01 No Pressure Switch, 01 No Safety Valve, 01 No Drain Valve including suitable Capacity Starter with Panel Make- Macshe or equivalent -01 No, Packaging Charge @ 2%, Transportation charge including insurance, loading & unloading etc, Installation Charge including concrete foundation, lifting, plumbing etc misc work.

SCHEDULE ‘F’ PART-I (Supply and Instalation of 15 KVA DG Set))

Supply, installation testing and commissioning of Radiator cooled type 15 KVA (12KW) Silent types Diesel Generator set fitted with suitable 1500 RPM water cooled Engine 2 cylinders offers minimum 21.75 BHP coupled to 15 KVA(12KW) Alternator 3 phase 1500 RPM suitable for continuous operation with permissible overload of 10% for one hour in 12 hours of operation at 1500 RPM 415 Volts, 0.8pf (lag), 50 Hz, 3 phase, 4 wire system complete with all necessary standard and optional accessories i.e. fuel tank 50 litre capacity, suitable battery (01 Nos) of reputed make leads & lugs, silencer, AMF control panel, safety devices etc. mounted on a common base frame with brass plate AVM pads, housed in a sound proof, weather proof enclosure confirms to statutory Govt. noise level as per CPCB norms having enclosure illumination arrangement and terminating arrangement for outgoing cables, control panel, wiring, controlling MCCBs, foundation civil work, Exhaust piping MS 4” ‘A’ class pipe with bends and flanges.

Supply and fixing ON LOAD change over switch 415V in sheet metal enclosures 4 pole of capacity 125 Amps make Havelles, CG or equivalent.

Supply and fixing main switch with sheet steel enclosure 500 V, 3 phase with HRC fuses complete with Neutral link of capacity 100 Amps make Havelles, CG or equivalent.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 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.

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size upto 35 sq. mm of 3.50 cores (clamped with 1mm thick saddle) on wall surface as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size upto 35 sq. mm of 3.50 cores direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

M/s L Kiranjoy Singh (BID ID -3292911)

M/S M. T. ENTERPRISES (BID ID -3292906)