Work of installation of solar powered pressurized irrigation infrastructure for micro irrigation of Behrampur STP

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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (1) All Kind of Soil. (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 upto 1.5 m. 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 durablity as per direction of Engineer-in-Charge

M-15 grade plan cement concrete cement content considered @240 kg per 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. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).

(1) All works up to plinth level. (HSR 6.25.1)

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:

Foundations, footings, bases of columns, etc. for mass concrete HSR 6.30.1

Suspended floors, roofs, landings, balconies and access platform HSR 6.30.3

Lintels, beams, plinth beams, girders, bressumers and cantilevers HSR 6.30.5

Columns, Pillars, Piers, Abutments, Posts and Struts HSR 6.30.6

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 used in 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.

Thermo-Mechanically Treated bars of grade Fe-500D kg or more. HSR 6.33.6

Brick work with common burnt clay non-modular bricks of class designation 10.50 in foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand) HSR 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 sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand) HSR 7.22.2

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.

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 9.57.2

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.

Bend 87.5° :110 mm bend HSR 9.58.5.2

Shoe plain :110 mm Shoe HSR 9.58.6.2

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) : 25 mm thick HSR 10.37.1

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete HSR 10.38

10 mm thick cement plaster

1 :3 (1 cement: 3 fine sand) HSR 11.4.2

12 mm cement plaster of mix :

1 :2 (1 cement: 2 fine sand) HSR 11.5.1

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 ( one coat) HSR 11.67.1

Wall painting with acrylic emulsion paint, having voe (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat HSR 11.74.1

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete HSR 11.76

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc.HSR 11.77

Painting over the wooden surface with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade

Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture HSR 11.83.1

Finishing walls with water proofing cement paint of required shade

New work (Two or more coats applied @ 3.84 litre/10 sqm) over including priming coat of exterior primer applied HSR 11.93.1

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:

Painting Steel work with Deluxe Multi Surface Paint to give an sqm even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/10 sqm of approved brand and manufacture HSR 11.97.3

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately} kiln seasoned and chemically treated Hollock wood

35 mm thick shutters HSR 12.7.2.1

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Float glass panes

4.0 mm thick glass panes (weight not less than sqm 10.0 kg/sqm). HSR 12.9.7.1

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws: 35 mm thick shutters with ISI marked stainless steel butt hinges of require size

Kiln seasoned and chemically treated Hollock wood HSR 12.19.1.2.2

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.

200 mm weighing not less than 120 gms HSR 12.71.3

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.

125 mm HSR 12.75.1

100 mm HSR 12.75.2

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.HSR 12.8

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. HSR 12.86

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

Fixing with adjustable lugs with split end tail to each jamb. HSR 13.3.3.1

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 shaft 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 .25 mm M.S. laths with 1.25 mm thick top cover HSR 13.37.1

Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-chargeHSR 20.71.1

Supply and fixing of Gantry with chain pulley block (tested for 1.5 times the rated 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 capacitty

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 23.4.1.1

Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. Modular switch GI box and modular face plate in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.

Group A HSR 23.4.2.1

Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch

Group A HSR 23.4.3.1

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 , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required

Group A HSR 23.4.4.1

Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm 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 23.4.5.1

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. HSR 23.8.4

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 300 watt HSR 23.8.11.7

Blanking plate HSR 23.8.11.10

Fixing of LED Tube light/ 2*2 ft square panel fitting directly on wall /ceiling or false each 75 ceiling including making connections etc as required HSR 23.20

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 23.22.4.1

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

Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. HSR 24.1.1

Extra for using salt and charcoal/cock for pipe earth electrode as required HSRR 24.1.2

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 shaft 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. laths with 1.20 mm thick top cover HSR 13.37.2

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

Brick work with common burnt clay non-modular bricks of class designation 10.50 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

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 designation 10 HSR 9.14.1

Distempering with dry distemper of approved brand and manufature (two or more coat) of required shade on new works, over and including water thinnable priming coat to give an even shade HSR 11.63

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

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- 80 800 mm dia (outside dia) HSR 21.96.13

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- 80 630 mm dia (outside dia) HSR 21.96.11

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 110mm 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 140mm 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 160mm 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 180mm dia (outside dia) NS item

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-100 grade and PN-6 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 6 Kg PE- 100 200mm dia (outside dia) HSR 21.97.1

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-100 grade and PN-6 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 6 Kg PE- 100 225mm dia (outside dia) HSR 21.97.2

Providing, lowering, laying, aligning, fixing in position and jointing at all level/depths ISI marked HDPE pipe of PE-100 grade and PN-6 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 6 Kg PE- 100 250 mm dia (Outside Dia). HSR 21.97.3

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)

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 4.16.1.3+4.17)

Supply and installation of 50mm i/d hydraulic pressure relief valve of polemeride with accessories for pressure regulation of irrigation system as per BIS standard.

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

200 mm HSR 22.162.4.1

250 mm HSR 22.162.5.1

400 mm HSR 20.10.8

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

Supply, erection, testing & commissioning of horizontal motor puumping set having head 60 to 70 mtr (as per site condition) as per the indicated requirement of discharge 800 lpm & power capacity in BHP as per IS marked (25 HP)

Supply, erection, testing & commissioning of horizontal motor puumping set having head 50 to 55 (as per site condition) mtr as per the indicated requirement of discharge 800 lpm & power capacity in BHP as per IS marked (20 HP)

Supply, erection, testing & commissioning of horizontal motor puumping set having head 40 mtr as per the indicated requirement of discharge 800 lpm & power capacity in BHP as per IS marked (15 HP) HSR 20.122.9

Supply, erection, testing & commissioning of horizontal motor puumping set having head 35 mtr as per the indicated requirement of discharge 10000 lpm & power capacity in BHP as per IS marked

Supply and installation of LT panel on ponds and pump house (7+6)

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

Suppy & installation of CI double flanged swing check type ( non return) valves 800 mm PN 1.6 marked with IS:5312

Supply & installation of DI manifold of 800 mm

Supply and installation of non return vavle on pump delivery of 400 mm HSR 20.11.8

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 120 cum /hr

Semi Automatic Sand Media Filter 100 cum / hr

Screen/Disc Filter 100 cum .hr

Providing & fixing cast iron double Air valve 65 mm with complete assembly HSR 20.14.1

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 (HSR 20.11.5

Credit of surplus earth HSR RM079

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

vcproject and infra pvt. ltd.

M/S SHREE BALAJI BUILDERS

AVIAN INFRASTRUCTURE AND ENERGY PVT LTD

Vishvaraj Environment Private Limited