Construction, Testing and Commissioning of Chandpur SVS Water Supply Scheme with Rising main, Distribution System Construction of Pump House, Construction of 300mm DiaTubewell Compound wall with Gate and FHTC etc at Kashipur Block UdhamSingh Nagar

Rates for Construction, Testing & Commissioning of Chandpur SVS Water Supply Scheme with Rising main, Distribution System , Construction of Pump House, Construction of 300mm DiaTubewell, Compound wall with Gate & FHTC etc. at Kashipur Block (UdhamSingh Nagar)

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 15 mm dia

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, PN-6(6.0 Kg/Cm2) 90 mm PN6

Making ferrule connection in the existing main of G.I, A C, PVC or any type of pressure mains with saddle piece, service connection specials fittings and supply & fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work.

Cost of Material for ferruleing in FHTC Per Connection as Lump sum.

100 mm dia

C.I.D Air Valve Double Acting. PN 1.0 50 mm dia.

Providing and fixing enclosed Type water meter (bulk type) conforming to IS: 2373 and Tested by Municipal Board Complete with bolts, Nuts, Rubber insertions etc. (The Tail Pieces if Required will be paid separately): 150 mm dia.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer incharge. 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 :1:5:10 (1 cement : 5 coarse sand (zone-III) : 10 graded stoneaggregate 20 mm nominal size)

:1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size)

Constructing masonry Chamber 120x120x100 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 :

Providing and Fixing of chlorinator Dozer.

Supply Installation, Testing And Comissioning of Three Phase Digital Rolling Contact Servo Voltage Stabilizers Suitable for Unblance voltage & Unbalance Load including fixing of proper size copper lugs on input and output cables on bouth ends at different sites on Turnkey Basis including 5 years cost free maintenance. Input Voltage 280-460 Volts (Phase to phase) Capacity-25 KVA

Ground Water Rechargement Through Boring/Drilling

Transportation of suitable truck mounted ODE/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 bores as per IS: 2800-1979 using ODEX-115 (TUBEX) attachment required for drilling in alluvial, boulder, pebbles, gravel, rocky stone, sticky clay etc. including cost of attachment, consumable stores, bit, 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 )/ 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, in Width as well as 10 Sqm 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.

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 40mm to 65 mm)

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.

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.

Supply & Fixing 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 Fixing 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.

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.

Hiring of Godown.

New Pump House 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.

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.

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 Masonry for 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)

Plinth protection

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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.

Brick Work

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 1:4 (1 cement : 4 coarse sand)

Half brick masonry 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. Cement mortar 1:4 (1 cement : 4 coarse sand)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Steel fabrication

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars.@130 kg /cum

Centering& Shuttering

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

Lintels, beams, plinth beams, girders, bressumers and cantilevers Plinth Beam, lintel beam and slab beam

Weather shade, Chajjas, Corbels etc including edges.

Plaster Work

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand)

Plaster 20 mm (External plaster) (Cm 1:6)

1:6 (1 cement : 6 fine/ coarse sand) For External walls including parapet wall and stone masanory

Plaster 12 mm Ceiling plaster) (CM 1:4)

1:4 (1 cement : 4 fine/ coarse sand)

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 cost of nosing of steps etc. complete.

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 matching shade complete 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 etc., complete.

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 water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°110 mm bend

Shoe (Plain), 110 mm Shoe

Ceiling Fan clamp

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 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. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

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-treatment of the surface as directed by Engineer-in-charge:

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 cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge Extruded section profile size 42x50 mm

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 of hardware will be pasted at appropriate places 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 of standard 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 payment). 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 nominal size)

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 applied @ 3.84 kg/10 sqm). 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 @ 0.80 ltr/ 10 sqm of approved brand and manufacture For Frame of door, Window & Ventilation (Multiplying coefficients:-2.6, 2, 1.6 (for each side))

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 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).

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

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point. 6 A switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. Short point (up to 3 mtr.)

Medium point (up to 6 mtr.)

Long point (up to 10 mtr..)

Wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 6 A socket, 3.0 mm thickphenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. Short point (up to 3 mtr.)

S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. 25 mm

Wiring of 6 pin 15 amp. Light power point with 4.0 sq. mm PVC insulated unsheathed solid / stranded copper conductor 1.1 kV grade of approved make in surface / recessed ISI marked pvc conduit & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board , 15 A switch, 15 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, bushes, check nuts, making connections, testing etc. as required. Short point (up to 3 mtr.)

Medium point (up to 6 mtr.)

P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. 6 A to 32 A rating

P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections with lugs , testing etc. as required. Double pole isolator, 63 A rating

P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar masking sheet conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required. Single door (single phase) 4 Way

P&F flush/surface type enclosure for housing MCB/Isolator with Din rail including making connections with lugs, repairs etc. as required. With sheet steel enclosure (One /two way)

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 require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

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 approved quality 20 mm nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 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 and overflow pipes but without fittings and the base support for tank

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 standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Construction of 300 mm dia. 180mt deep Tubewell

Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage connected T&P and necessary accessories, casing pipe, tubewell assembly, housing pipe etc. including loading, unloading, upto site of work etc. complete in all respect as per direction of Engineer in charge, required for dirlling and development of tubewell:

Erection and levelling of rig machine and camp equipage at site of work.

Boring of tubewellby heavy duty rig machine including sinking, lowering, lifting of casing pipe as below. 600 mm dia

Preparing and lowering of TW assembly (MSERW Housing plain ended blind/slotted pipe of following sizes) strating from ground level to the required depth ordered by the department including cutting, welding as required at site complet with all T&P required. 300mm dia. 7.90 mm thick blind pipe.

300mm dia. 7.90 mm thick slotted pipe.

Supply and making of required size sleeve joints and fixing, lowering them.

Shrouding of pea gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department.

Development of TW by 350 PSI/1100CFM air compressor unit to the satisfaction of Engineer in charge to give sand free discharge and proper packing of pea gravels, at least for 35 hrs.

Development of tubewell by the suitable submersible OP unit complete with lowering and lifting of pumping plant having 1000 lpm discharge approximate including running of OP unit and yield testing of tubewell by 'V' notch, at least for 35 Hrs. to the satisfaction of Engineer in charge.

Dismantling of rig machine and clearance of site after satisfactory completion of work.

Procurement of TW assembly as below

Supply and fixing of housing clamp 8 mm thick of 300 mm dia. as required.

Supply of pea gravels of size 1.60mm to 4.80 mm [π/4{(D X D)-(d X d)}] So Quantity of Pea Gravels is - 0.212*200= 42.4 cum. + add 10% extra for wastage.

Supply and fixing of 300 mm dia. 8 mm thick Well cap

Supply of 300mm dia MS ERW blind pipe 7.9mm thick (as per Deptt. rate)

Supply of 300mm dia MS ERW slotted pipe 7.90 mm thick (as per Deptt. rate + 10% for slotting)

Supply and Fixing of 200x100 mm size MS gurder 4 Mts long.

Supply and Fixing of 300mm dia MS heavy duty Housing clamp with nuts & bolts.

Supply and fixing of 300 mm dia. bail plug with nut and bolt as required.

Collection of strata with sample box

MS COLUMN PIPE ASSEMBLY, MOTOR PUMP SET AND OTHER REQUIRED NECESSARY ITEMS

Supply of 150 mm dia MSERW Pipe wall thickness 7.9 mm.

Excavation in ordinary soil (loam, clay, sand) 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.

Laying And Jointing Of 150 mm Dia 7.9 mm Thick MSERW pipe with the help of Electric Welding.

Supply of 100 mm dia of M.S. Column Pipe 4.3 mm thick, 3M long, both side flanged, suitable for lowering of pump sets including all complete.

Supply of Rubber packing for submersible flanges.

Supply of MS nut-bolts of suitable sizes.

Supply of 16 mm², 3 core Copper Flat Submersible Cable.

Supply of Tee 150x150x150mm dia.

Supply of Reducer 150x100mm dia with flange.

Supply of C.I. Bend 90° 150mm dia both side flanged.

Supply of 150mm M.S. Flange.

Supply of 150mm dia C.I. Sluice valve both end flanged.

Supply of 150mm dia C.I. Non return valve both end flanged.

Supply of 100mm dia M.S. Clamp.

Fixing and Lowering of column pipe Assembly into borewell.

Supply of 80mm dia M.S. Tripod.

Supply of energy efficient submersible pumpset of verious duty perameter as per IS: 8034-2002 and IS: 9283-1995 with letest amendments. Discharge 1000 LPM Head- 60 Meter Pump Model BPH 384/3+HBC 303

Supply of chain pully block of 3.00 tonne capacity 4.5mtr. Lift super gear tested on 3.00 tonne load

Supply, Installation, Testing and commissioning (SITC) on turnkey basis for fully automatic pupm automation control panels of different capacities having intelligent unit having "FIELD PROGRAMMABLE LOGICAL CONTROLLERS based, SCADA operared pump motor start, Run, Control, Protect against faults automatically operated control & management system" for Supervisory control and data acquisition system at pumping water supply scheme & Two year free af cost A.M.C. for warrenty period of following suties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from works of manufacture upto site of work.(Included GST)

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.

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)

Half brick masonry 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. Cement mortar 1:4 (1 cement : 4 coarse sand)

Plaster 20 mm (External plaster) (Cm 1:6)

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)

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)

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

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

(b)Lintels, beams, plinth beams, girders, bressumers and Tie Beam/plinth beam cantilevers.

Steel fabrication:Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

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.Gate size as per drawing (4m x 1.5m)

Cost of 25 K.V.A. 3 Phase Transformer with double pole, fitting etc. including transformer foundation and fencing.

cost of power trasmission line + service line charge, pole height 11Mt

Security charges

cost of 11 K.V. sub station charges

Charge of electricity for 8 hours running per day for 6 months

demand charge & add. Surcharge for 6 months

M/S Guru contractor