Construction of Vidrampur Rampur Water Supply Scheme under Jal Jeevan Mission program under Kotabagh Block

Rates for INTAKE WORK, SUPPLY MAIN, CWR, DISTRIBUTION SYSTEM, FHTC WORK ETC. MASANIYABAJ REVENUE VILLAGE, W/S SCHEME, IN SULT BLOCK.

Supply and fixing of 160 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc at Vidrampur Rampur scheme tubewell.

Lifting & Lowering of Flanged MS Column Pipe of the following size with submersible pump set at Tube well having pump house includung supply of all labour T&P required for the proper completion of work. 100 mm

Jointing of Submersible Cable of the following size including supply of all material, labour, T&P,required for the proper completion of work. 35 Sqmm.

Supply of 3 Core flat submersible cable KSB make conti cable 35 mmsq. suitable for Submersible.

Details of Over Head Tank Repair (Radius 4.00 m, Tank height 5.40 m & Staging 18.00 m)

Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

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. Stair railing, Stair entrance cage.

OHT cut- out dome, MS cover

Repair of Outlet pipe joint.

Details of Pump House Repair

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metreslead : Of area 3 sq. metres and below

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

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

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)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).

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): 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform

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

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

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. 40 mm thick with 20 mm nominal size stone aggregate.

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 crosspiece.

Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhats.

Window chowkhats.

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

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

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVCinsulated copper conductor single core cable for loop earthing as required.

Supplying and fixing of 20 mm sizes PVC conduit along with accessories in surface/recess including cuttting the wall and making good the same in case of recessed conduit as required.

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required

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)

Details of Repair of Compound Wall with Gate

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level. 115 mm brick work Cement mortar 1:4 (1 cement : 4 coarse sand)

For Compund wall above GL Plaster 15 mm (External/Internal plaster) (1:4)

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. Compound wall Gate.

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

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

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.

Brick Masonary, Plaster & Coping on wall top surface.

Site Cleaning and other required repair work.

Details of Fire Hydrant

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 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 :

P/F fire Hydrant valve confirming to IS: 5290 (flanged) in position including all material, labour T&P etc Complete. 80 mm dia

Details of Hiring of Godown

Hiring of Godown (renting a covered area nearer to construction site for placing necessary ongoing required items during construction period of the scheme)

Details of Making of ground water Rechargement through Boring / Drilling.

Transportation of suitable truck mounted ODEX / DTH drilling machine with all necessary connecting T&P required for drilling and connection of rig including leveling etc. complete in all respect as direction of Engineer in-charge for recharge boring.

Drilling of the bores as per is 2800-1979 using ODEX-115 (TUBEX) attachment required drilling in alluvial, boulder, pebbles, gravels, rocky stone, sticky, clay, etc. in including cost of attachment consumable stores, bits, water, POL etc. complete with system of simultaneous lowering of 125 mm nominal bore PVC casing pipe witch will be Jointed together using sockets as per reqirement of ODEX complete in all respects as per direction of Enginner in charge.

Supplying, assembling, lowering and fixing 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 100 mm nominal size dia

Earth work in excavation by mechanical means (Hydraulic excavator)/ manualmeans over areas (exceeding 30 cm in depth,1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, for all kind soil as directed by Engineer-in-charge (3.14/4*2.5*2.5)*h

Extra for every additional lift of 1.5 m or part there of in excavation /banking excavated or stacked materials

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (size 40 mm to 65 mm)

Supplying, filling, spreading & leveling coarses and of size range 5mm to 10mm in recharge pit, inrequired thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-incharge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in equired thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge.

Supply & filling of charcoal (wt. 208 kg/m3 density)

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Supply fabric and fixxing of work display board as per standard shape and design

Cleaning and dressing of site with necessary surface drain including disposal of surplus earth and materials after completion

INSIDE VILLAGE WORK PIPELINE WORK Bill of Quantity (Vidrampur, Pratappur, Lachhampur, Rampur, Khadagpur)

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete G.I. PIPE CONFORMING TO IS : 1239 (PART-1) Medium Duty (Class 'B') New 15 mm dia for house shifting of existing FHTC connection @ 18 mtr per Connection

15 mm dia for providing proposed FHTC connection @ 30 mtr per Connection

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc 200 mm dia 4.8 mm thick

250 mm dia 4.8 mm thick

C.I. D/F Sluice Valves Confirming to IS: 14846- 2000, Pressure PN 1.6 50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

Making connection with the existing M.S. Galvanized mains of up to 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main. 50 mm-80 mm

Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. 15 mm dia for house shifting of existing FHTC connection @ 18 mtr per Connection

15 mm dia for providing proposed FHTC connection @ 30 mtr per Connection

50 mm dia

65 mm dia

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia 4.8 mm thick

250 mm dia 4.8 mm thick

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase 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) 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

Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4(cement :4 coarse) 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) 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 F.P.S. bricks 1-18-35-1

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : Bituminous Road Cutting (Pucca Road Cutting) at crossings.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Cement Concrete Pavement, Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

Providing & Fixing Woltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fitingetc complete 50 mm dia

80 mm dia

100 mm dia

150 mm dia

250 mm dia

Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection charges for existing and proposed FHTC, (Labour cost only)

Cost of Material for ferruling, Clamp etc. in proposed FHTC, (per connection).

M/s Bhagwati Prasad Sharma