Construction of Himmatpur Baijnath Water Supply Scheme under Jal Jeevan Mission program under Haldwani Block

Rates for Construction of Himmatpur Baijnath Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Haldwani Block.

Rising Main Pipe Line

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. MSERW Pipe 100 mm Dia 4.8 mm thick.

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 eletrodes 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 MSERW Pipe 100 mm Dia 4.8 mm thick.

Making connection with the existing M.S. Galvanised mains of upto 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 100mm to -150 mm

Provinding & Fixing DI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material lebourer T&P etccomplete PN 1.1 100 mm dia

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

Bill of Quantity Measurements for Compound Wall with Gate Earth Work

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. For column Footing

For wall Footing

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) For column Footing

For wall Footing

Brick masonry with common burnt clay F.P.S. (non modular) bricks of class 230 mm thick designation 7.5 in foundation and plinth. Cement mortar 1:4 (1 cement : 4 coarse sand)

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

Plaster 20 mm (External plaster) (Cm 1:6) For Compound wall above GL

RCC works

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) : 3 graded stone aggregate 20 mm nominal size) upto plinth level Footing

above plinth level

Centering & Shuttering

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

Columns, Pillars, Piers, Abutments, Posts and Struts- (For gate pillar) Columns,

Steel fabrication

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

For Compound Gate

Structural steel work in single section, fixed with or without connecting plate, cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Internal and External Electrification Of Pump House

Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS 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. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired.

Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 2x2.5 sq. mm +1x2.5sq.mm earth wire

2x4 sq. mm +1x4sq.mm earth wire

Wiring for light /Power plug point with 2x4.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, along with 1 No. 4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as reuired.

15/16 Amp Switch

6 Pin 15/16 Amp socket

S/F 3 pin, 5 amp celling rose on the exting junction box/wooden block including connection etc, as required.

S/F brass batten, angle holder including connction etc, as requird.

supplying and fixing following way, single pole and neutral, sheet steel, MCB distribuiton board, 240v, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bas, din bar, interconnections, power painted indulding earthing etc. as required (But without MCB/RCCB/Isolator) 6 way Double door

S/F 5 amps to 2 amps rating, 240/415 volts, "C" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCB/DB compete with connection, testing and commissioning etc. as required. Single Pole

Double Pole

S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect

S/F of exhaust fan (ISI mark) with jail, 450mm sweep, including making hole for exhaust fan and making good the damage, connection etc, complete in all respect.

S/F of LED street light fitting 60 watts compete in all respect

S/F of G.I. 32mm size L type bracket clamps with fixing of street light etc.

S/F of 14 watts LED Bulb

S/F of wall fan 400mm sweep Model platina

Construction of Pump House Earth Work In Foundation

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 oil and disposal of surplus excavated soil as All kinds of soil. Total Earth Work Quantity

PCC In Foundation

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 Total PCC Quantity

Brick Masonry In Foundation

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) Net Quantity

RCC In Foundation

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 Total RCC Req.

Centering & Shuttering In Foundation

Centring and shuttering at all levels including strutting, propping etc. and removal of form for: Net Quantity Steel Fabrication In Foundation

Steel Fabrication In Foundation

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Net Quantity

Back Filling

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. Plinth Beam, lintel beam and slab beam For 9"walls Chajjas For windows Net Quantity

RCC In Superstructure

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : For- Tie beam, Column, Lintel,Chajja, Roof Slab

Centering & Shuttering In Superstructure

Centring and shuttering at all levels including strutting, propping etc. and removal of form for: Net Quantity

Steel Fabrication In Superstructure

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Total

Brick Masonry In Superstructure

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 1:6 (1 cement : 6 coarse sand) Net Quantity

Plaster Work In Superstructure

20 mm Cement plaster on External walls : 1:6 (1 cement : 6 coarse sand) Net Plaster req.

12 mm Cement plaster on Internal walls. 1:6 (1 cement : 6 fine sand) Net Plaster req.

12 mm Cement plaster on Ceiling. 1:4 (1 cement : 4 fine/ coarse sand) Net Plaster req.

Flooring

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the Floor

Skirting

Tile for Toilet

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of wall tile.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment

Ceiling Fan clamp

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners.

Doors Steel Door frames

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre- Fixing with adjustable lugs with splt end tail to each jamb D

Flush Door shutters

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or 35 mm thick including ISI marked Stainless D

25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations Toilet

Window

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 ofstandard 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, (sectional weight of only steel members shall be measured for Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm W @ 30kg/ sqm, 4.32*30 kg

Paint work

White washing with lime to give an even shade: New work (three or more coats) all plaster surface

Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade all inner plaster surface with ceiling

Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats) all outer plaster 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 @ For Frame of door, Window

water proofing treatment

Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per With common burnt clay F.P.S. (non modular)

Roof Column Plate Girder

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Sanitary Fittings Rain water pipe

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes. 110 mm diameter

Rain water pipe fittings

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain wate pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 Bend 87.5° 110 mm bend

Shoe (Plain) 110 mm Shoe

Water closet, Wash basin, Mirror

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes

20 mm nominal outer dia Pipes

32 mm nominal outer dia Pipes

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore

20 mm nominal bore

Providing and fixing brass stop cock of 20 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with 25 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet

Construction of Over Head Tank 100 KL

Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 18 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 18.00 metre.

Detailed Estimate of Tubewell by heavy Duty Direct Rotary Rig Machine

Transportation of Suitable Truck Mounted Rig Machine, Air Compressor, O.P Unit, Camp Equipage, Connected T&P and Necessary Accessories, Cashing Pipe, Tube Well Assembly Housing Pipe etc Including Loading, Unloading Ereation & Levelling of Rig Machine Upto Site of Work etc. Complete in All Respect as per Direction of Engineer in Charge, Required for Drilling & Development of Tube Well.

Erection and Leveling of rig machine at site of work

Drilling of 550 MM DIAbore by having duty deal rotry rigmachine telescopic methorhid in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto Entire Depth using by 300 mm dia linear assembly.

Procurement of Tube Well Assembly as Below. 300 mm dia M.S.E.R.W. 7.90 mm thick Blind with beveled edge.

Slotted & threaded.

300 mm dia. Bail Plug.

300 mm dia. M.S Well Cap.

300 mm dia.. M.S Clamp With Nuts & Bolts.

Supply of Pea Gravel of Size 1.6 mm to 4.8 mm.

Shrounding of Pea Gravels in Between Bore & Tube Well Assembly Upto Entire Depth of Tube Well.

Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work. Fixing of 300 mm dia. Bail plug with nut & bolt.

Lowering of 300 mm dia. M.S E.R.W 7.90 mm Thick Housing Pipe (Plain & Slotted Pipe) as Required.

Fixing of 300 mm dia. 8 mm thick tube well cap.

Fixing of 300 mm dia. M.S.D.I. Housing clamp.

Dismantling of Rig Machine & Other Equipments, and Clearance of Site After satisfactory completion of work.

Development of Tube Well by 350 PSI / 1400 CFM Air Compressor Unit to the Satisfaction of Engineer in Charge to Give Sand Free Discharge & Proper Packing of Pea Gravels With Atleast for 60 Hours.

Development of Tube Well by suitable O.P. unit complete with lowering & lifting of pumping plant having 1200 LPM Discharge approximate to the Satisfaction of Engineer in Charge including running of OP unit & yeild testing of the tubewell by V notch atleast for 60Hours.

Geological Survey of Site.

Chemical & Bacteriological Testing of Water Sample.

ESTIMATE OF PUMP AND ACCESSORIES

100 mm dia Column pipe, 7.1 mm thick

100 mm dia C.I.D/F Sluice Valve.

100mm dia C.I.D/F Reflex Valve.

100mm dia size column pipe clamps.

Nut bolts

Supply and Fixing of Rubber Packing for the flanged MS column pipe of the following size including supply of all labour T&P required for the proper completion of work. 100 mm (300 gm)

Supply of 35sq.mm. 3 core copper conductor P.V.C. insulated submersible cable.

Earthing Material (Copper Earth Strip, Copper Earth Plate etc. Including Digging of Pit & Complete Earthing Work in All Respect.

Supply of Heavy Duty suitable 16 mm thick MS Flanged, Cutting of edges/Thread of column pipe for Fixing of heavy Duty suitable flange for two end on column Pipe, fixing of 04 nos. triangle corner each side on column pipe for supporting of flange, cutting of Grooves in flanges for submersible cable (02 nos. on each side), Drilling of 08 hole on each side of flange for jointing of column pipe including supply of all labour T&P required for the proper completion of work. 100 mm

Lowering Charges

100 mm dia MS well cap

Providing & fixing of Chlorinator Dozer

Hiring of Godown

Distribution System in Puranpur CIVIL WORK:-

Excavation in soil mixed with single bouldres etc. requireing 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. Total

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 Medium Duty (Class 'B') 15 mm dia for House shifting house Connection @ 15 mtr per Connection

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, (8.0 Kg/Cm2) 63mm PN8

Making connection with the existing M.S. Galvanised mains of upto 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 50mm- to 80 mm

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. 19.01 Ferrule Connection (Labour cost only)/Connection Ferrule Connection (Labour cost only)

Ferrule Connection (Labour cost only)

65 mm dia

Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete 80 mm

Bitumions Road

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)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement :2 coarse sand (zone-III): 4 graded stone aggregate20 mm nominal size)

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation 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) 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 :

Distribution System in Gusaipur CIVIL WORK:-

Excavation in soil mixed with single bouldres etc. requireing 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. Total

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 Medium Duty (Class 'B') 15 mm dia for House shifting house Connection @ 15 mtr per Connection

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, (8.0 Kg/Cm2) 63mm PN8

Making connection with the existing M.S. Galvanised mains of upto 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 50mm- to 80 mm

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. 19.01 Ferrule Connection (Labour cost only)/Connection Ferrule Connection (Labour cost only)

Ferrule Connection (Labour cost only)

Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete 65 mm

Bitumions Road

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)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement :2 coarse sand (zone-III): 4 graded stone aggregate20 mm nominal size)

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation 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) 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 :

Distribution System in Himmatpur Baijnath

Excavation in soil mixed with single bouldres etc. requireing 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. Total

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 Medium Duty (Class 'B') 15 mm dia for House shifting house Connection @ 15 mtr per Connection

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, (8.0 Kg/Cm2) 63mm PN8

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of GI Medium PipesB Class , Jointing , completion of work with testing of pipe line etc 100 mm dia

Making connection with the existing M.S. Galvanised mains of upto 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 50mm- to 80 mm

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. 19.01 Ferrule Connection (Labour cost only)/Connection Ferrule Connection (Labour cost only)

Ferrule Connection (Labour cost only)

65 mm dia

100 mm dia

Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete 100 mm

Bitumions Road

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)

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:2:4 (1 cement :2 coarse sand (zone-III): 4 graded stone aggregate20 mm nominal size)

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 60x60x75 cm, inside with 75 class designation 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) 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 :

Distribution System in Pandey Nawar

Excavation in soil mixed with single bouldres etc. requireing 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. Total

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 Medium Duty (Class 'B') 15 mm dia for House shifting house Connection @ 15 mtr per Connection

Providing, Lowering into trenches with true to alignment. Laying & Jointing of full Length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials.(PE-100 Grade, (8.0 Kg/Cm2) 63mm PN8

Making connection with the existing M.S. Galvanised mains of upto 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 50mm- to 80 mm

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. 19.01 Ferrule Connection (Labour cost only)/Connection Ferrule Connection (Labour cost only)

Ferrule Connection (Labour cost only)

65 mm dia

Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete 80 mm

Bitumions Road

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)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement :2 coarse sand (zone-III): 4 graded stone aggregate20 mm nominal size)

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 60x60x75 cm, inside with 75 class designation 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) 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 :

Fire Hydrent

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

HMS INFRATECH PRIVATE LIMITED