Installation of community based solar/grid Powered Integrated Micro Irrigation Infrastructure Project on existing STP of 10 MLD at Kanheli, Rohtak

Amount

PART-A Cost of Pump House, Control Room, Diggy Pit & Balancing Reservoir

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. as per HSR 4.12.1

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 up to 1.5 m. as per HSR 4.32 for bank on B R & on farm ponds.

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR Item No. 14.1

Providing and laying in position ready mixed M-15 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge all works above plinth and upto floor level IV @ 240 kg/cum) as per HSR 6.22.1.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and HSR 6.25.1

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and HSR 6.25.2

Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. and Providing M-30 grade concrete instead of M-25 cum grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) as per HSR 6.24.1+6.26.1

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more as per HSR 6.33.6

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns as per HSR 6.29.1

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per HSR 6.29.2

Centering and shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams, girders, bressumers HSR 6.30.5 and cantileversetc HSR item No 6.30.5

Centering and shuttering including strutting, propping etc and removal of form work for Column, pier, Abutment etc HSR 6.29.3

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) as per HSR 7.21.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in super structure above plinth upto floor IV level in all shape and size in Cement mortar 1:4 (1 cement: 4 coarse sand) as per HSR 7.22.1

Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in- charge.Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate HSR 13.22.1

Providing and fixing 12 mm thick 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.Fire retardant plywood conforming to IS: 5509 HSR 12.11.2

Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid separately)35 mm thick shutters HSR 12.20.1

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete HSR 11.76

Applying pink primer or aluminium priming coat on wood work includingpreparation of surface, Knotting and stopping etc HSR 11.77

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade Hsr 11.78

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) HSR 11.5.3

Smooth finishing of the exposed surface of R.C.C. work with 10 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). HSR 11.50

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer HSR 11.64.1

Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :2 coats 11.72.2

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works HSR 11.68.3 Priming Coat

12 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: Horizontal HSR 6.11.2

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. HSR item No. 13.28

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80 mm thick with zinc coating not less than 275 gm/m2HSR item No. 9.22.2

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding HSR item No. 12.50.1

Providing and fixing steel bar embedded plastic step of size 263mm x 165mm of orange colour, conforming to specifications, in pump chambers, manholes etc. having minimum 3mm thick polypropylene polymer conforming to IS:10919 encapsulated on 12mm dia ribbed steel bars per IS:1786 and setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction of Engineer-in-Charge. HSR item No. 21.28

Graded Bajri for filter material (L.S)

Providing rubber stop seal in horizontal and vertical joints (2500 mtr.) (Rate approved in the estimate of Aug. canal from Km 0.000 to 75.250 Km

Providing and laying of base course of floors consisting of 100 mm thick sqm cement 1:8:16 and 100 mm sand or stone filling. As per HSR 10.1

Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. As per HSR 10.16

1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) HSR 6.1.4

Cement concrete 1:4:8 HSR 6.1.6

Centering and Shuttering including strutting, propping etc and removal of form for suspended floor,roofs, landing etc. as per HSR 6.30.3

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer as per HSR 13.35

Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group C HSR 23.4.1.3

Pile 750 mm HSR 15.26

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/ IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR 17.69.2

Provision of gate and gear

Pressure Release Valve

Credit of Suplus earth

PART-B Cost for Mechanical items, solar items, pipes and electrical Component -B

Planning, Design, Supply, installation, testing & commissioning of Solar PV Powered Plant including PV module, Solar Mounting Structure, Cabling, Earthing etc.,

Planning, Design, Supply & Installation of 12W LED Street lighting of 75W Solar Panel, 12.8 V, 30 Ah, Lithium Ferrophosphate Battery including Pole of 5 m above ground level.

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 50. 00 m as per the indicated requirements of discharge in LPM and power capacity in BHP Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) HSR 20.123.9

Supply, Installation, Testing & commissioning of Hydrocyclone Seperator 120 M3/hr.

Supply, Installation, Testing & Commissioning of Semi Automatic Sand Media Filter of 100 M3/hr.

Supply, Installation, Testing & Commissioning of Screen/Disc Filter of 100 M3/hr.

Supply, Installation, Testing & commissioning of C. I. Double Action Air / Vaccum Release Valve 65 mm with Accessories, HSR item No.-20.14.1

Supply, Installation, Testing & commissioning of C.I. Non Return Valve 200 mm, HSR item No.-20.11.4, 20.4.& 20.5 162 + 107 = 269

Supply, Installation, Testing & commissioning of C.I. Non Return Valve 100 mm, HSR item No.-20.11.2, 20.4.& 20.5.2

Supply, Installation, Testing & commissioning of Plastic Pressure Relief 80 mm

Planning, Design, Supply, Installation, testing & Commissioning of HDPE Pipes confirming to IS:4984

HDPE Pipe 110 mm x 4 kgf/cm2 PE-80

HDPE Pipe 140 mm x 4 kgf/cm2 PE-80

HDPE Pipe 160 mm x 4 kgf/cm2 PE-80

HDPE Pipe 200 mm x 4 kgf/cm2 PE-80

HDPE Pipe 250 mm x 2.5 kgf/cm2 PE- as per quotation

HDPE Pipe 250 mm x 4 kgf/cm2 PE-80

HDPE Pipe 280 mm x 4 kgf/cm2 PE-80 21.96.4

HDPE Pipe 355 mm x 4 kgf/cm2 PE-80 21.96.6

HDPE Pipe 355 mm x 6 kgf/cm2 PE-100 HSR 21.97.6

Supply, Installation of HDPE Conduit Pipes of 250 mm x 6 kg/ cm2 21.97.3

Road Cutting/Trenchless to cross the Irrigation Pipes upto 14"

Trenching & Backfilling for Laying of Pipes upto 80 to 300 mm HSR Item-4.16.1.2

Supply, Installation, Testing & Commissioning of Hydrant Assembly complete 4"

extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works

Sluice Valve 100 mm HSR 20.10.2

Sluice Valve 150 mm

Sluice Valve 200

Sluice Valve 250

Trenching & Backfilling

Trenching & Backfilling for Laying of Pipes upto 300 mm x 600 mm; HSR Item- 4.16.1.3

Horizantal Directional Drilling (trenchless) for Crossing of Road, Nala, Canal etc.

Pumping Station & Control Panel Room

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 35. 00 m as per the indicated requirements of discharge in LPM and power capacity in BHP Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) 1700 LPM 25BHP HSR 20.120.27

Supply & Installation of Non Return Valve for pump Delivery 350 mm 20.11.7

Installation of LT Pannel, Chain Pully Block of 3 Ton capacity QDI main fold 355 mm

PART-C Operational & maintenance charges for 3 year

THE JAGRAM BASS COOP L/C SOCIETY LTD.