CONSTRUCTION OF FIRE HYDRANT AT RAJAULI IN THE DISTRICT OF NAWADA

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

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:All types of soil:400 mm dia

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:All type of soil:400 mm dia

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-incharge:100 mm nominal size dia having minimum wall thickness 5.00 mm

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-incharge:150 mm nominal size dia having minimum wall thickness 5.00 mm

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:100 mm nominal size dia

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:150 mm dia

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:150 mm clamp

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150 mm dia

DESCRIPTION

Earthwork in excavation 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

Filling available excavated earth (excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead upto 50M and lift upto 1.5M.

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

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

Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Mild steel 6.00 mm dia

Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 10mm dia.

Providing and fixing bolts above 300mm in length 16mm dia.

Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coar of approved steel primer, welded and bolted including special shaped wahers etc. complete : Hot finished seamless type tubes

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/m2

12mm cement plaster of mix: 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement

Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Providing M.S. pipe 100 mm dia casing pipe

DESCRIPTION

Earthwork in excavation 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

Filling available excavated earth (excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead upto 50M and lift upto 1.5M.

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level:1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:2:4 (1cement :2 coarse sand : 4 graded stone aggregate 20m nominal size)( Stiffner)

Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete:Thermo-Mechanically Treated bars (FE-500) 8mm dia.

Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4(1 cement : 4 coarse sand)

12mm cement plaster of mix: 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc:Internal work - Exposed on wall:40 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :25 mm nominal bore

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete :40 mm nominal bore

DESCRIPTION

Supplying and fixing following rating double pole, 240 voltas Isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amps

Earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/coke and salt as required

Providing and fixing 6 SWG dia G.I.wire on surface or in recess for loop earthing as required.

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. Upto 35 sq.mm.

Supplying 3.5 core, 25 sq.mm XLPE/PVC insulated PVC sheated (Heavy duty) armoured electric cable with aluminium conductor

Construction of cemented platform of minimum 2 feet height from finished ground level of suitable size as prescribed by manufactrurer of DG set with polycarbonate sheet roof shelter framed on iron frame structure etc as required to install 10 KVA DG silent

TOTAL Rs P