Micro Irrigation Project for use of Treated waste Water of Guhla STP for Planning, Design, Supply, Installation, Commissioning and comprehensive operation and maintance for 3 years for Micro Irrigation Auxilary Infrastructure after one year assuare

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 All kinds of soil. HSR 4.12.1

Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling HSR 17.8.1

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. HSR 4.32

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)

Supply,excavation, testing & commissioning of Solar Powered Motor Pumping sets including Drives, Starters etc. Head- 45m -50 m, 13 lps., (12 Working + 2 Standby ) HSR item - 20.123.10

Planning, Design, Supply, Insttalation, testing & commissioning of Solar Powered Motor Pumping sets including Drives, Starters etc. Head- 20-25m , 26 lps., (2Working for Bypassing of water into Ghaggar River) HSR item - 20.123.25

Supply, Installation, Testing & commissioning of Hydrocyclone Seperator 120 M3/hr. (Analysis attached)

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

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

Providing, Laying & Fixing Iron double valves size

Supply, Installation, Testing & commissioning of C.I. Non Return Valve 100 mm, HSR item No.-20.11.2, 20.4.& 20.5 (3837+106+53)

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

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 140 mm x 4 kgf/cm2

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 160 mm x 4 kgf/cm2

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 200 mm x 4 kgf/cm2

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 250 mm x 4 kgf/cm2

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

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

Trenching & Backfilling for Laying of Pipes upto 450 mm x 900 mm; HSR Item-16.1.3

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

Fixing of C. T . Valves hydrant for fixing commissioning of C.I. Sluice valves on respective size of Pipes, Cl-1 Sluice Valve 110 mm Drived

Fixing of C. T . Valves hydrant for fixing commissioning of C.I. Sluice valves on respective size of Pipes, Cl-1 Sluice Valve Sluice Valve 125 mm Drived

Fixing of C. T . Valves hydrant for fixing commissioning of C.I. Sluice valves on respective size of Pipes, Cl-1 Sluice Valve Sluice Valve 150 mm

Fixing of C. T . Valves hydrant for fixing commissioning of C.I. Sluice valves on respective size of Pipes, Cl-1 Sluice Valve Sluice Valve 200

Fixing of C. T . Valves hydrant for fixing commissioning of C.I. Sluice valves on respective size of Pipes, Cl-1 Sluice Valve Sluice Valve 250 mm

Electirc connnection at pumping station as per analysis of cost of CADA for outlet RD 16345/R Dabi Minor (copy enclosed).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:1 :2 :4 ( 1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 40 mm nominal size) HSR 6.1.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)HSR 6.1.2

Providing and laying in position ready mixed plain cement concrete, using fly ash and 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 (cement content considered HSR 6.23.1.1

12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) HSR 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 HSR 11.25.1

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.HSR 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..110 mm diameter HSR 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. HSR 9.18

Providing and laying in position ready mixed M-25 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 ontinuous 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 up to plinth level HSR 6.25.1

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete HSR 6.30.1

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 kg or more. HSR 6.33.6

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. HSR 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.. HSR 11.73.1

Providing and laying in position ready mixed M-25 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 level up to floor IV level HSR 6.25.2

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. HSR 6.30.2

Brick work with common burnt clay modular bricks of class designation 10 in foundation and plinth in 1:3 drived

Brick work with common burnt clay modular bricks of class designation 10 in foundation and plinth in drived

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) HSR 7.21.2 Drived

Brick work with common burnt clay non-modular bricks of class designation 10 in foundation and plinth in::CCement mortar 1:4 (1 cement: 4 coarse sand) HSR 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) : HSR 7.22.1

Providing and laying in position ready mixed plain cement concrete, using fly ash and 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. HSR 6.22.2.2 mis made plan concrete

Providing and laying in position ready mixed plain cement concrete, using fly ash and 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.(cement content considered @ 240 kg/cum) HSR 6.22.2.3

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. HSR 13.30.1

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.HSR 13.29.2

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter withbitumen 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 9.22.2

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 13.28

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.75mm thickness HSR 14.10.2.1.2.2

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in bed portion manually including rendering with cement sand (1 :3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.100mm thickness HSR 14.10.1.1.2 with paver

Providing and laying of Filter media with granular 710.1.4.of materials/stone crushed aggregates satisfying IRC:78 and the requirements laid down in clause 2504.2.2. of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification.HSR 27.17

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) : HSR 11.95.1

White washing with lime to give an even shad New work (three or more coats) HSR 11.61.1

Finishing walls with textured exterior paint of required shade Old work (Two or more coats on existing cement paint surface applied @ 3.28 litre/1 O sqm : HSR 30.36.1

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