Work of installation of solar powered pressurized irrigation infrastructure for micro irrigation through Dhanwapur STP Gurugram by providing and laying HDPE pipe line

Amount

Supply erection testing and commissioning of Pressure gauge with glistening immersed complete in all respect with all fittings etc.

Supply, erection & commissioning of horizontal motor puumping set for clear water having head 25-35 mtr as per the indicated requirement of discharge 800 lpm & power capacity in BHP as per IS marked

Supply, erection & commissioning of horizontal motor puumping set for clear water having head 30 mtr as per the indicated requirement of discharge 7100 lpm & power capacity in BHP as per IS marked

Supply and installation of LT panel on ponds and pump house

Planning, designing, supply & installation of 12 W LED Street Lighting of 75W Solar Panel , 12.8 V 30Ah, Lithium Ferrophosphate battery including pole of 5m above ground level

Supply and installation of non return vavle on pump delivery of 400 mm

Supply and installation of sluice valve for pump delivery of 400 mm

Supply and installation of CI pipe detachable joints class-I5 marked with IS: 8794. Suitable size- 400-600mm

Hydrant Assembly complete 4"

Hydrocyclone filter 100 cum /hr

Semi Automatic sand media filter 60 cum /hr

Screen /Disc filter 60 cum /hr

Providing & fixing cast iron double Air valve 65 mm with complete assembly

Provision for crossing of Pwd B&R, HSAMB & Panchayat roads for laying of raw water rising main complete in all respect. (Road Crossing)

Trenchless crossing of Jhajjar Gurugram road

Planning, Design, Supply, installation, testing and commissioning of Solar PV Powered Plant including PV Module, Solar Mounting Structure, Cable Earthing etc.

Supply and installation of CI double flanged swing check type (Non return) valves 250 mm PN 1.6 marked with IS:5312

Supply and installation of 50 mm id hydraullic pressure relief valve of polymetide with accessories for pressure regulation of irrigation systme as per BIS standard

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.HDPE pipe of 4 Kg PE- 80 500 mm dia (Outside Dia) HSR 21.96.9

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.HDPE pipe of 4\ Kg PE- 80 180 mm dia (Outside Dia)NS Item

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.HDPE pipe of 4 Kg PE- 80 160 mm dia (Outside Dia) NS item

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.HDPE pipe of 4 Kg PE- 80 140 mm dia (Outside Dia) NS item

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.HDPE pipe of 4 Kg PE- 80 110 mm dia (Outside Dia) NS Item

Excavating 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 50 m : Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia. (HSR 4.16.1.3+4.17)

Excavating 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 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. (HSR 4.16.1.2)

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

100 MM HSR 22.162.1.1

150 mm HSR 22.162.3.1

400 MM HSR 20.10.8

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)

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

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 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. Extra for providing richer mixes up to plinth and at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). (HSR 6.25.1+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. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually usedin work , excluding overlaps. Wastage, overlaps, couplings,welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Cold twisted bars. (HSR 6.33.3)

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)

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means. (HSR 14.1)

Centering and shuttering for foundation, footing, bases etc. for mass concrete for bed 6.30.1

Providing and placing in horizontal layers filtering media screened washed and cleaned as described below - Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry). (HSR 20.52.5)

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

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 1:4 HSR 7.20.1

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers HSR 6.30.5

12 mm cement plaster of mix 1 :2 (1 cement: 2 fine sand) HSR 11.5.1

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shalf with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. - 80x1.20 mm M.S lanths with 1.20 mm thick top cover. HSR 13.37.2

Distempering with oil bound washable distemper of approved brand and manufactured 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

Applying priming coat - with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works HSR 11.68.3

Painting over the wooden/metal surface with alumionium paint of approved brand and manufacture to give an even shade :- two or more coat on new work HSR 11.84.1

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (HSR 6.30.3)

15 mm cement plaster on the rough side of single or half brick wall of mix.1:4 (1 cement: 4 fine sand) (HSR 11.6.1)

10 mm cement plaster of mix : (IN FINE SAND) (HSR 11.4.2)

Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PROV 8i / Architek V2.5.16/ Rivet architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, LShaped Angles for better structural stability. The framing section shall be cold form Ctype having minimum web depth 89 mm x 39mm flange x 1mm lip in required length as per structural design requirement. (HSR 32.9)

Brick work with common burnt clay non-modular bricks of class designation 10.5 insuperstructure 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

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)

Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge. (HSR 21.28)

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

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) : HSR 10.37.1

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm each 106 long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job.

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 A (HSR item No. 23.4.1.1)

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 4 way ( 2 incoming and 2 outgoing)(HSR No.23.22.4.1)

Providing and fixing Modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Switch 5 amp. 1 way switch. (HSR 23.8.11.1)

Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , includingproviding 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 AmpModular type switch required GI Box ,modular face plate etc complete as required. Group A(HSR No. 23.4.4.1)

Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling ,including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box, Modular face plate etc complete as required. Group A(HSR No. 23.4.5.1)

Providing and fixing Piano type accessories of approved make in existing box and sheet including fixing and making necessary connections, complete in all respect. Bakelite angle/straight button holder large size. (HSR 23.8.1.12)

Providing and fixing Modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Step type Fan Regulator 2 modules 300watt.(HSR 23.8.11.7)

Supply and Fixing 3 mm thick Bakelite sheet cover on existing MS/PVC junction box/tee etc including fixing with brass screws and washers. (HSR 23.8.12)

Supply and erection of suitable MS/GI Box covered with 5 mm thick Bakelite sheet as below. 180 mm X 100 mm X 60 mm deep M.S. Box (HSR 23.8.3.3)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole. (HSR 23.22.5.1)

Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. (HSR NO. 23.7.6.1)

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete. (HSR 11.58)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer (HSR 11.67.1)

Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. (HSR 30.24)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). (HSR 11.96.1)

G.I Barbed Wire Fencing 1.2 Metre High :Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807. (HSR 34.29.1)

Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge.(HSR 20.72)

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(HSR 10.77)

Supply and fixing of Gantry with chain pulley block (tested for 1.5 times therated capacity) with travelling trolley of appropriate lifting capacity as per IS code 3177:1999 with up to date amendments for handling of pumping sets capable of moving along the girders including cost of suitable sized RCC pillars to be provided in pump house complete in all respects as per directions of Engineer-in-charge(5 tonne capacity)

Complete running/operatin and maintenance of project for 4 yrs (including 1 year defect liability period)

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

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