Planning, Design Supply, Installation, Testing, Commissioning and comprehensive Operation and Maintenance for 3Years for Micro Irrigation Auxiliary Infrastructure after one year assured performance demonstration after commissioning, or after defects

Amount

Works Details

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 directed by Engineer-in-charge. as per HSR 4.12.1

Filling availabe excaveted earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm 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 RMC 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 (cement content considered @ 240 kg/cum) as per HSR 6.22.2.2

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 trength and durability as per direction of Engineer-in-charge, and Providing M-30 grade concrete instead of M-25 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 straigthening, 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 6.34.6

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached plasters, butteresses plinth and string courses etc. as per HSR 6.30.2

Lining with design mix concrete of grade M-15 with minimum cement content 240 Kg/cum, 100 mm 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 240 Kg/cum, 100 mm 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 directed by Engineer-in-charge

Planning, Design, Supply, Installation, testing & commissioning of Solar PV Powred 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 (coply enclosed)

Planning, Design, Supply & Installation of 12 W LED Street lighting of 75 W Solar Panel, 12.8 V 30 Ah Lithuim 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 50.00 M with discharge capacity 800 LPM and power capacity 15 BHP Make: KSB, CRI, Kirloskar, Crompton Greeve, Lubij HSR item no. 20.123.9

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 50.00 M with discharge capacity 1750 LPM and power capacity 35 BHP Make: KSB, CRI, Kirloskar, Crompton Greeve, Lubij HSR item no. 20.123.28

Supply Installation, Testing & Commissioning of Hydrocyclone Seperntor 120 M3

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

Supply, Installation, Testing & Commisioning of screen/Disc Filter of 100 M3/hr. (Analysis attached)

Providing and fixing cast iron double air valves 65 mm internal diamarket with IS: 14845 including carriage, loading, unloading, stacking, handing, 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 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: 6.38 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., Making flanged joints for cast iron pipes, valves or special tested complete in are respect to the satisfaction of Engineer-in-charge. HSR item no. 20.11.2, 20.4.2 & 20.5.2

Providing and fixing 355 mm 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, handing, re-handling etc. jointing cast iron socketed pipes, valves and special with run lead caulked joints excluding cost of lead and yarn but including cost of labour, fuel and tools etc. making flanged joints for cast iron pipes, valves or specials tested complete in are respect to the satisfaction of Engineer-in-charge HSR iteim no. 20.11.7, 20.4.7 & 20.5.8

Supply, installation, testing & commisioning of Plastic 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 and P-2.5 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-in-charge. (a) HDPE Pipe 110 mm x 4 kgf/cm2

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-80 grade and PN-4 and P-2.5 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-in-charge. (b) HDPE Pipe 140 mm x 4 kgf/cm2

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-80 grade and PN-4 and P-2.5 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-in-charge. (c) HDPE Pipe 160 mm x 4 kgf/cm2

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-80 grade and PN-4 and P-2.5 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-in-charge. (d) HDPE Pipe 200 mm x 4 kgf/cm2 HSR item no. 21.96.1

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-80 grade and PN-4 and P-2.5 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-in-charge. (e) HDPE Pipe 250 mm x 4 kgf/cm2 HSR item no. 21.96.3

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-80 grade and PN-4 and P-2.5 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-in-charge. (f) HDPE Pipe 355 mm x 2.5 kgf/cm2

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 up to 10"

Excavation trenches of required width for pipes, cables, etc 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 50m HSR item no. 4.16 (a) Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia HSR item no. 4.16.1.2

Excavation trenches of required width for pipes, cables, etc 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 50m HSR item no. 4.16 (b) Pipes, cables etc. exceeding 300m metre dia. but not exceeding 600 mm dia HSR item no. 4.16.1.3

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

Supply, Installation, Testing & Commissioning of C.I. Sluice valves/flap valves socketed on respective size of pipe CI-1 (a) Sluice Valve 125 mm

Supply, Installation, Testing & Commissioning of C.I. Sluice valves/flap valves socketed on respective size of pipe CI-1 (b) Sluice Valve 150 mm HSR item no. 20.10.3

Supply, Installation, Testing & Commissioning of C.I. Sluice valves/flap valves socketed on respective size of pipe CI-1 (c) Sluice Valve 200 mm HSR item no. 20.10.4

Supply, Installation, Testing & Commissioning of C.I. Sluice valves/flap valves socketed on respective size of pipe CI-1 (d) Sluice Valve 250 mm HSR item no. 20.10.5

Electric connection at pumping station as per analysis of cost of CADA for outlet RD 16345-R Dhabi Minor (copy enclosed)

Brick work with common burnt clay non modular bricks at class designation 10.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 caurse sand) as per New HSR item no. 7.21.2

Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 course sand (zone-III): 4 graded stone aggregate 12.5 mm nominal size as per New HSR item no. 6.8.2 (40 mm thick)

Brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 caurse sand) as per New HSR item no. 7.21.1

Brick work with common burnt clay non modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and size in Cement mortar 1:4 (1 cement : 4 caurse 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, leaving 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-10 grade plain cement concrete (cement content considered (@220 kg/cum) as per New HSR item no. 6.22.2.3

Providing and laying to 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 brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. with common burnt clay non-modular brick tiles of class designation10 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 HSR item no. 10.9

Providing and fixing on wall face unplasticsied Rigid PVC rain water pipes conforming to IS: 5382, leaving 10 mm gap for thermal expantion, (i) Single socketed pipes, (75 mm diameter) as per New HSR item no. 9.57.1

Making Khurras 45x45 cin 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 PVC sheet 1m x 1m 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, window and ventilators of mild steel Angle sections of size 35x35x5 mm, or 35x5 mm flat piecesn 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 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/10 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 structual 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

Opretion & maintenance charges for 3 years

RAJINDER SINGH CONTRACTOR

M/s Shivji Singla and Sons