Supply, Installation, Testing, Commissioning and Operation Maintenance for 3Years for Micro Irrigation Auxiliary Infrastructure after one year assured performance demonstration after commissioning, or after defect liability period, which ever later

Amount

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

Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rollingHSR item No. 17.8.1, 17.8.3

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.M-15 grade plain cement concrete cum (cement content considered @ 240 kg/cum) as per HSR 6.22.2.2

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. 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 All works up to plinth level

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 for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. as per HSR 6.30.2

Centering and shuttering including strutting, propping etc. and removal of form for suspandal floor, roofs, lauding balconies and seives (cast in situ)

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 100mm thick in side slope with paver including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. as per HSR 14.10.2.2

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 100mm thick in curve portion and Bed with paver including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. as per HSR 14.10.2.1.

Providing and placing PVC seal as per IS 12200 of 1987 complete in all respect as per specification and directed by Engineer-in-charge

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 (copy enclosed)

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. (Analysis attached)

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 50.00m with discharge capacity 800 LPM and power capacity 15 BHP, make KSB, CRI, Kirloskar, Crompton Greeve, Lubi) (HSR item No. 20.123.9)

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 50.00m with discharge capacity 1600 LPM and power capacity 30 BHP, make KSB, CRI, Kirloskar, Crompton Greeve, Lubi) (HSR item No. 20.123.25)

Supply, Installation, Testing & Commissioning of Hydrocyclone Seprator 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 100mm intrnal dia cast iron double flanged swing check type reflux (non return) valves PN-1.6 market with IS:5312 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, rehandling 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, Testing complete. Complete in all respect to the satisfaction of Engineer-in-charge (HSR item No. 20.11.2, 20.4 & 20.5)

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

Planning, Design, Supply, Execavation of Trenches, Installation, testing & Commissioning of HDPE Pipes confirming to IS:4984, PE-80 as per diection of Engineer-in- charge. HDPE Pipe 110 mm x 4 kgf/cm2 (derived rate)

HDPE Pipe 140 mm x 4 kgf/cm2 (derived rate)

HDPE Pipe 160 mm x 4 kgf/cm2 (derived rate)

HDPE Pipe 180 mm x 4 kgf/cm2 (derived rate)

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

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

Supply, Installation of HDPE Conduit Pipes of 250 mm x 6 kg/cm2 (HSR item No. 21.97.3)

Drilling under road/path to cross the pipeline upto 10"

Excavating trenches of required width for pipes, cables etc exceeding 80mm mtr dia but not exceeding 30mm dia in all kind of soil including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed within a lead of 50m (HSR item No. 4.16.1.2)

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

Supply, Installation, Testing & commissioning of C. I. SluiceValves/ flap valves socketed on respective size of pipes-1 Sluice Valve 100 mm (HSR item No. 20.10.2)

Sluice Valve 125 mm (derived rate)

Sluice Valve 150 mm (HSR item No. 20.10.3)

Sluice Valve 250 mm (HSR item No. 20.10.5)

Electirc connnection at pumping station as per analysis of cost of CADA for outlet RD 16345/R Dabi Minor

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) as per New HSR item No.- 7.21.2

Providing and laying 40mm thick damp proof coarse with cement concrete 1:2:4 (01 cement : 2 coase sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) HSR item No. 6.8.2)

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 New HSR item No.- 7.21.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) as per New HSR item No.- 7.22.1)

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 works up to Plinth Level) M-1O grade plain cement concrete (cement content considered @ 220 kg/cum) as per New HSR item No. - 6.22.2.3

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 reinforcement, including 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 Engineer-in-charge.All works up to plinth level as per New HSR item No.-6.25.1

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) as per New HSR item No.- 11.5.3

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand):Flush / Ruled/ Struck or weathered pointing as per new HSR item no. 11.25.1

Providing and laying with common brunt clay non- modular brick tiles of class Sqm designation 10 over mumty roofs, grouted with cement mortar 1:3 (1Cement:3fine sand) mixed with 2% of integral water prrofing compound by weight of cment over 12mm layer of cement mortar 1:3 (1cement:3fine sand) and finished neat: (HSR item No. 9.14.1)

Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. As per New HSR item No.- 10.9

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. (75 mm diameter) as per New HSR item No. -9.57.1

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. as per New HSR item No. 9.18

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. as per New HSR item No. 13.2

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. (On steel work) as per New HSR item No.-11.73.1

Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 litre/1O sqm as per New HSR item No. 30.36.1

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. as per New HSR item No. 13.29.2

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). New HSR 2021 Item No. 11.95.1

Operation & Maintenance charges for 3 years