Retrofitting of Rampur Lamachaur Water Supply Scheme including supply of all material, labour, T and P etc. complete.

Rates for Retrofitting of Rampur Lamachaur Water Supply Scheme including Distribution Pipe Lines & FHTC etc. situated in Haldwani Block of District Nainital.

Construction of Pump House

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 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 No. deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 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 No. jamb

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

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

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.

Pumping Plant & Accessories

Supply and fixing of 400 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.

Supply and fixing of 35 KVAR heavy duty power capacitor L & T make 440 volt 50 H box type.

Quotation For PVC insulated and PVC Sheathed Round Sheathed 4 Core Bright Annealed Bare Copper Conductor Voltage Grade 1100 V AS Per IS 494/2010. Four Core Copper Cable for installation (70 Sq. mm armoured copper cable).

100 mm dia, 7.1 mm thick MS ERW Column Pipe.

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 No. side on column pipe for supporting of flange, cutting of Grooves in flanges for submersible cable (02 nos. on No. side), Drilling of 08 hole on No. side of flange for jointing of column pipe including supply of all labour T&P required for the proper completion of work. 100 mm

100 mm dia MS well cap.

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

Supply and Fixing of MS Nut Bolts of required size including supply of all labour T&P required for the propercompletion of work.

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

Supply and Fixing of MS Iron Cage for the protection of motor pump set including supply of all material, labour T&P required for the proper completion of work.

Making MS Tail Piece of following size suitable for Non Return valve (NRV) including supply of all material, labour T&P required for the proper completion of work. 100 mm

Pressure gauge (Pressure Transmitter)

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

Rising Main Pipeline

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 5.2 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 5.2 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 1.6 100 mm dia

Provision for payment to be made to P.W.D for reinstatement of road dismantled during pipe laying. 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

Compound Wall with Gate

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. Column footing Wall footing Total Earth Work Quantity

PCC Work 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) Column footing

Wall footing

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

Plaster Work Plaster 20 mm (External plaster) (Cm 1:6) For Compund wall above GL Total

RCC Work 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. Upto ground level

Columns, Pillars, Piers, Abutments, Postsand Struts- (For gate pillar) Column

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

Compound Gate 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.

Fencing 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)

Distribution of Pipe Line Works. 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.

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 new house Connection @ 18mtr per Connection

50 mm dia

65 mm dia

80 mm dia

100 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 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 200 mm dia(4.8mm)

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

100mm- to 150 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

Cost of material for ferruling.

65 mm dia

80 mm dia

100 mm dia

150 mm dia

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

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 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

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 :

M/S BANWARI LAL (BID ID -348429)