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| 1 | Schedule \"A\" Part-I (UG Sump) |
| 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 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 kind of soil. |
| 3 | Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:4:8(1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level. |
| 4 | 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 de rived from natural sources). |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 7 | Edges of slabs and breaks in floors and walls under 20 cm wide. |
| 8 | Steel reinforcement for R.C.C. work incl straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 11 | 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). |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 13 | Schedule \"A\" Part-II (Borewell) |
| 14 | 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, all types of soil 300 mm dia.Note : (i)Bidder tocarrying out Geo physical survey for ground water exploration before drilling of boreweel. incase vendor couldnot carry over survey for ground water exploration borewell should be provided thier own risk. |
| 15 | 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. |
| 16 | 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, for all depths, as per direction of Engineer -in-charge : 200 mm nominal size dia. |
| 17 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 18 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 19 | 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. |
| 20 | 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. |
| 21 | 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. |
| 22 | 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. |
| 23 | 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. |
| 24 | Supply and anchoring of steel supply wire of 3 mm dia having PVC sleeve above the rope with submersible pump and fastening the same securely above the ground level near the borewell etc in all complete as per directed by Engr-in-charge. |
| 25 | M/L of submersible pump set lifting stand incl two 100 mm dia GI post ht up to 4 mtr and one 80 mm dia GI pipe 2 mtr length, supply and fixing of chain pullysuitable for 10 HP submersible pump set, civil foundation incl all connected arrangement as required for lowering / taking up of above pump set in all as per directed by Engr-in-charge. |
| 26 | Supply, installation, testing and commissioning of submersible pump set of capacity 10 HP/ 7.50 KW, AC 3 phase, 415 volt , 50 Hz 2850 RPM, 10 stage suitable for 200 mm dia borewell incl lifting and lowering of pump set etc in all complete as per directed by Engr-in-charge &start delta starter and out door fitting arrangement. (Make - KSB/ Crompton / CRI/ Havells/ Texmo) |
| 27 | Supplying and laying 6 Sqmm 3 core submersible flat cable copper conductor covered with uniform flat layer of PVC compound i.e, heat and moisture resistant using annealed exposed copper wires of electrolytic position, which makes it ideal to use in underground or underwater or on wet surface incl connection and testing complete for submersible pump set. |
| 28 | Providing and fixing G.I. pipes heavy grade complete with G.I. fittings including lowering ,fixing in vertical position in borewell including making reducer/ socketall accessories etc. 80 mm dia nominal bore. |
| 29 | Providing and fixing Horizontal gun metal non- return valve of approved quality (screwed end) : 80 mm nominal bore. |
| 30 | Supply and fixing reducer socket 100 x 80 mm dia. |
| 31 | Supply and fixing reducer socket 80 x 65 mm dia. |
| 32 | 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 :icks of class designation 7.5. |
| 33 | Schedule \"A\" Part-III (Electric Supply) |
| 34 | Supply test & commissioningLT UG cable XLPE insulated sheathed and armoured, with aluminium stranded conductor,LT 1100 Volts grade of size 50 sqmm 3.5 core, UG cable complete including earth work all as specified and as directed. |
| 35 | Supply test & commissioningLT UG cable XLPE insulated sheathed and armoured, with aluminium stranded conductor,LT 1100 Volts grade of size 25 sqmm 3.5 core, UG cable complete including earth work all as specified and as directed |
| 36 | Supplying, fabricating, installing, connecting, testing and commissioning Feeder piller box, outdoor type, factory made, overall dimension 50 x 40 x 30 cm made of 3.15 mm thick CRCA sheet ,FPB openeing on front side, floor mounted on angle iron size 40X40X6 mm support, grouted 15 cm in ground & 30 cm above ground, powder coated suitably ventilated for 3 phase 4 wire 415 volts 50 Hz AC supply including high conductivity copper bus bar of 100 Amp rating, mounted on isulator with the provn of one incoming and four no out going cables incl necessary cable glands, cable lugs etc including PCC foundation for fixing FPB box in PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) complete all as specified and directed. |
| 37 | Fabricate,supply, install, connect, test and commission LT feeder Panel outdoor type, made out of MS sheet 3.0 mm thick and angle iron frame of size 40x40x6 mm 3 phase, 4 wire, 415 Volts, AC, 50 HZ with TPN copper bus bar of capacity 600 A with PVC insulated heat shrink colour code sleeves, mounted horizontaly with porcelain insulators, sufficient air vent provision for all the three sides, stickers / plastic plates for switch gear details complete with voltmeter 0-500 volts Ammeter 0-200 Amps with CTS & selector switches, back to fuse, indicating lamps with toggle switches duly wired including, ELR with CBET locking arrngement & suitable foundation/ platform for mounting the panel with space for including switch gears. |
| 38 | Schedule \"A\" Part-IV (External Water Supply) |
| 39 | Providing and fixing G.I. pipes 50 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc. |
| 40 | Providing and fixing G.I. pipes 40 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc. |
| 41 | Providing and fixing G.I. pipes 25 mm dia nominal bore complete with G.I. fittings including trenching and refilling etc. |
| 42 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. |
| 43 | Providing and fixing gun metal gate valve with CI Wheel of approved quality (screwed end) : 25 mm nominal bore |
| 44 | Providing and fixing gun metal gate valve with CI Wheel of approved quality (screwed end) : 40 mm nominal bore |
| 45 | Providing and fixing gun metal gate valve with CI Wheel of approved quality (screwed end) : 50 mm nominal bore |
| 46 | Providing and fixing gun metal non- return valve 50 mm nominal bore (Horizontal) of approved quality (screwed end). |
| 47 | Providing and fixing gun metal non- return valve 40 mm nominal bore (vertical) of approved quality (screwed end). |
| 48 | Constructing masonry Chamber 30x30x50 cm inside, in brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. |
| 49 | Painting GI pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 50 mm diameter pipe |
| 50 | Painting GI pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 40 mm diameter pipe |
| 51 | Painting GI pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 25 mm diameter pipe |
| 52 | Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. 50 mm diameter pipe |
| 53 | Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. 40 mm diameter pipe |
| 54 | Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. 25 mm diameter pipe |
| 55 | Supplying, installation, commissioning and testing of Centrifugal monobloc pump set of 5.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 5 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha). |
| 56 | Supplying, installation, commissioning and testing of Submersible pump set of 2.00 HP 3 phase, suitable for operation of 415 V 50 HZ, Head - 100.00m, with DOL starter suitable for 3 HP pump, footvalve, etc. (Make : Crompton/Kirloskar/Usha). |
| 57 | Provn of temp shed suitable for for centrifugal monobloc pump 3 HP with wooden framework and CGI sheet roofing, cement flooring with PCC 1:2:4, etc. |
| 58 | Supplying, installation, commissioning and testing of IRP double vessels vertical type of minimum capacity of 6000 LPD made up of FRP with following specification :- (a)MGF vessels made up of FRP alongwith all filter media.(b)ACF vessels made up of FRP alontwith all filter media.(c)Chemical dosing pump (d)Multi port valve. |
| 59 | Providing and placing polyethylene water storage tank IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
