Installation of community based solar/grid powered integrated micro irrigation infrastructure on farm micro irrigation on existing STP in Karnal city District Karnal

Amount

Works Details

Earth work excavation in all kind of soil 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

Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 work upto plinth level M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum) as per HSR 6.22.2.2 (Note:- less cement used as per ddesign mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)

Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 work above plinth level and upto floor level IV M-15 grade plain cement concrete (cement content considered @ 240 Kg/cum) as per HSR 6.22.1.2 (Note:- less cement used as per ddesign mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)

Providing and laying in position ready mixed M-30 grade concrete with cement content @ 340 Kg/cum 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 ( HSR 6.24.1+6.26.1. All works upto plinth level) (Note:- less cement used as per ddesign mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)

Providing and laying in position ready mixed M-30 grade concrete with cement content @ 340 Kg/cum 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 ( HSR 6.24.2+6.26.1. All works above plinth level upto floor IVth level) (Note:- less cement used as per ddesign mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)

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 and above plinth level. Note:- Reinforcement shall be measured in length including. Hooks if any separately for different diameters as actually used in work, excluding overlaps wastage, overlaps couplings, weled, joints spacer bars, chairs sinys, hangers and anncaled steel wire for other methods of binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more as per HSR 6.33.6 & 6.34.6

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns as per HSR No. 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 plasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per HSR No. 6.29.2

Centering and shuttering including strutting, propping etc. and removal of form work for : suspended floor, roof landings and balconies and acess flat form as per HSR Item No. 6.30.3

Brick work with common burnt clay non -modular bricks of class designation 7.5 in foundation & plinth in cement mortar 1:3 (Drive rate)

Brick work with common burnt non -modular bricks of class designation 7.5 in superstructure above plint level up to flood IV level in all shapes and sizes in cement mortar 1:3 (Drive rate)

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/m2 HSR 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:10910 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

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/cum, 100mm thick in side slope with paver including cement plaster (1 :5) form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. (Derived rates)

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/cum, 100mm thick in bed with paver including cement plaster (1 :5) form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. (Derived rates)

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/cum, 75mm thick in side slopes with paver including cement plaster (1 :5) form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. (Derived rates)

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/cum, 75mm thick in bed with paver including cement plaster (1 :5) form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. (Derived rates)

Graded Bajri for filter material (N.S. item)

Providing PVC seal conforming to IS 12200 of 1987 complete in all respect

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

Credit of surplus earth avilable form pit as per HSR No. RM079

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

Planning, Design, Supply, installation, testing & commissioning of Solar PV Powered Plant including PV module, Solar Mounting Structure, Cabling, Earthing etc., Rates provided as per Govt. of India, Ministry of New & Renewable Energy.office no. 318/38/2018-GCRT Dated 18.08.2021

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 with discharge capacity 800 LPM and power capacity 15 BHP. Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) HSR item No. 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.

Providing and fixing cast iron double air valves 65mm internal dia marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- charge. HSR item No.-20.14.1

Providing & fixing 200mm internal dia cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Jointing cast iron socketed pipes, valves and specials with run lead caulked joints excluding cost of lead and yarn but including cost of labour, fuel and tools etc. and making flanged joints for cast iron pipes, valves or special. Tested completeComplete in all respect to the satisfaction of Engineer-in-charge HSR item No.-20.11.4, 20.4.5 & 20.5.5

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

Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN - 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends , tees required during laying of pipe line along required alignment (HSR item No. 21.96) (a) HDPE Pipe 110 mm x 4 kgf/cm2 (Derived rate) PE-80

(b) HDPE Pipe 140 mm x 4 kgf/cm2 (Derived rate) PE-100

(c) HDPE Pipe 160 mm x 4 kgf/cm2 (Derived rate) PE-100

(d) HDPE Pipe 180 mm x 4 kgf/cm2 (Derived rate) PE-100

(e) HDPE Pipe 200 mm x 4 kgf/cm2 (HSR item No. 21.96.1) PE-80

(f) HDPE Pipe 250 mm x 4 kgf/cm2 ( HSR item No. 21.96.3) PE-80

(g) HDPE Pipe 800 mm x 4 kgf/cm2 (HSR item No. 21.96.13) PE-80

(h) HDPE Pipe 800 mm x 2.5 kgf/cm2 (Derived rate) PE-80

(i) HDPE Pipe 630 mm x 2.5 kgf/cm2 (Derived rate) PE-80

(j) HDPE Pipe 500 mm x 2.5 kgf/cm2 (Derived rate) PE-80

(k) HDPE Pipe 400 mm x 2.5 kgf/cm2 (Derived rate) PE-80

(L) HDPE Pipe 315 mm x 2.5 kgf/cm2 (Derived rate) PE-80

(m) HDPE Pipe 250 mm x 2.5 kgf/cm2 (Derived rate) PE-80

(n) HDPE Pipe 200 mm x 2.5 kgf/cm2 (Derived rate) PE-80

Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE conduit pipe of PE-100 grade and PN-6 for sewer. application as per IS 14333-1996 (amended up to date) in trenches in complete induding cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. 315mm outside dia (HSR item No. 21.97.5)

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

Excavating trenches of required width for pipes, cables, etc in all kind of soil including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m HSR item no. 4.16.1.2 (a) Exceeding 80mm dia but not exceeding 300mm dia HSR Item-4.16.1.2

(b) Exceeding 300mm dia but not exceeding 800mm dia

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

Providing & fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works (a) 100 mm internal dia (HSR item No. 20.10.2)

(b) 125 mm internal dia (Derived rate)

(c) 150 mm internal dia (HSR item No. 20.10.3)

(d) 200 mm internal dia (HSR item No. 20.10.4)

(e) 250 mm internal dia (HSR item No. 20.10.5)

(f) 630mm internal dia (Derived rate)

(g) 400mm internal dia (HSR item No. 20.10.8)

(h) 315mm internal dia (Derived rate)

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

Pumping Station & Control Panel Room Supply & Installation of Electrically Driver Non Clog Submersible Sewage Pumping Set of 15750 LPM, 25 M Head along with guiderrails complete in all respect(6W+2S)

Supply & Installation of LT Panel

Supply & Installation of Chain Pully Block of 5 Ton Capacity

Supply & Installation of CI Pipe detachable Joints class-15 marked with IS:8794. Suitable Size 400mm-600mm

Supply & Installation of Sluice Valve on Pump Delivery 400 mm

Supply & Installation of Non Return Valve for Pump Delivery 400 mm (HSR 20.11.8)

Supply & Installation of DI Manifold of 800mm

Supply & Installation of C.I.double flanged swing check type (non return) valves 800mm PN 1.6 marked with IS:5312

Supply & Installation of C.I.double flanged Mechanical Operated sluice valve 800mm PN 1.6 marked with IS: 14846

Operation and maintenance of the project for 3 years

Jain Irrigation Systems Limited