Installation of community based solar/grid powered integrated micro irrigation infrastructure on farm micro irrigation on existing STP Narnaund in Distt. Hisar

Amount

Earth work 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 1.5m, as directed by Engineer-in-Charge.

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 100mm thick in side slope by Manually including 10 mm thick cement plaster 1:5, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 100mm thick in Bed By Manually including 10 mm thick cement plaster 1:5, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. as per HSR 14.10.2.1.

Steel reinforcement for R.C.C. work, where not included in thecomplete 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 New HSR item No.- 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 Suspended floors, roofs, landings, balconies

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size)

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

Brick work with common burnt clay non-modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) Derived (HSR 7.21.2)

Brick work with common burnt clay non-modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) Derived (HSR 7.21.1)

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 : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 40 mm nominal size) HSR 6.1.3

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)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel crimer.Using flats 30x6mm for diagonal braces and central cross piece .(HSR 13.6.2)

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 New HSR Item 21.28

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 deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: exceeding 80 mm metre dia. but not exceeding 300 mm dia as per New HSR Item No 4.16.1.2

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 induding cost of HOPE 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. (HSR 21.97). Pipe Size MM 250mm PN-6

180mm PN-6 Derived

140mm PN-4 Derived

125mm PN-4 Derived

110mm PN-4 Derived

Providing & fixing 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, handling, re-handling etc. Complete in all respect to the atisfaction of Engineer-in-charge as per new HSR item no 20.11.6 , 300 mm dia

Fixing of CI valves Hydranys, extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works as perNew HSR item No. 20.10. 250 mm (HSR 20.10.5)

200 mm (HSR 20.10.4)

150 mm (HSR 20.10.3)

100 mm (HSR 20.10.2)

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) 100 mm dia as per Nes HSR Item no. 22.185.3

Hydro cyclone/ Sand separator 20-40 cum/hr, with flush valve, SS clamp, BSP thread cone, O'ring, with SS lock pin and collector tank as per B IS standard (New HSR Item No-26.73.9)

Disc filter 50 cum/hr, with flush valve size 38mm inlet with disc clean element strong precision engineered and radially grooved disc to provide three dimensional filter as per B IS standard.(New HSR Item No 26.73.6)

Sand/Media filter 50 cum/hr, with back wash and bypass assembly made in mild steel body as per BIS standard. (HSR 26.73.3)

Hydro cyclone/ Sand separator 12-30 cum/hr, with flush valve, SS clamp, BSP thread cone, O'ring, with SS lock pin and collector tank as per B IS standard (HSR 26.73.8)

Disc filter 25 cum/hr, with flush valve size 38mm inlet with disc clean element strong precision engineered and radially grooved disc to provide three dimensional filter as per B IS standard. (HSR 26.73.5)

Sand/Media filter 25 cum/hr, with back wash and bypass assembly made in mild steel body as per B IS standard. (HSR 26.73.1)

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 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.1.1)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 50 mm thick (HSR 6.8.1)

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. (75 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)

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 (HSR 11.73.1)

Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied (HSR 30.36.1)

Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron pipe sqm 0 5194 5194 Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for Fixing Paint Complete in all respects at Pump and Filters (HSR 13.34)

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 30.00 m as per the indicated requirements of discharge 2100 LPM and power capacity 25 (as per IS marked) According to pump and solar panel calculation and 1 no. extra for stanby (HSR 20.119.35)

Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 40.00 m as per the indicated requirements of discharge 2100 LPM and power capacity 27.5 (as per IS marked) According to pump and solar panel calculation and 1 no. extra for stanby (HSR 20.121.35)

Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of O to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in all respect. 30HP (HSR 20.114.5)

Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of O to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in fal respect. 25HP (HSR 20.114.4)

M.S. Pipe 200mm dia, (Unique code 267)

M.S. Pipe 150mm dia, (Unique code 268)

M.S. Pipe 125mm dia, (Unique code 269)

Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump house motors/fountain lights with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading unloeading etc. complete in all respect upto the entire satisfication of Engineer-in-Charge. Submersible copper cable 3 Core 25 sqmm. (HSR 24.5.1.7)

S/E mark double walled corrugated (DWC) HOPE, pipe 10 Kg/Cm2, laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HOPE pipe including the cost of labour and material required to completed the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work DWC/HOPE pipe 50/40 mm outer dial dor cable (HSR 24.5.2.2)

TRANSFORMERS ( 50KVA) Design, Supply & erection of transformer of standard make Required 25 KVA 11/0.433 KVA rating outdoor type 11 KVA V.C.B, panel, G.O. switch, H. Pole , H.T metering panel, APFC panel, battery charges, 11 KVA substation, entire cable network from G.O. switch to H.T metering equipment and from H.T metering to Transformer. From transformer to main to L.T, panel earthling, safety equipment, fenced enclosure for transformer, and any other contingent thereto complete in all respect as per approved make and directions of Engineer-in-charge as per respective capacity. (HSR 20.76.3)

RCC FOUNDATIONS FOR DG SET Providing RCC foundation of M20 grade (1 Cement:1.5 Stone aggregate: 3 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 50 kg/cum of concrete contents, concrete cover 50mm, over a bed of 75mm thick PCC 1:5:10, of required dimensions as per OEM recommendations to provide levelled surface for placement of the DG set complete in all respects and as per directions of Engineer-in-charge (Size of foundation assumed = 5.0x1 .Bx1 .Om) Unit: per cum per cum 8637 Note: As size and dynamic load of DG sets vary from manufacturer to manufacturer, item of DG set foundation have been included on the basis of cubic contents of RCC (HSR 24.7.7)

DGSETS (50KVA) Designing, Supply & erection of DG set of capacity given below with noise controlled devices acoustic of suitable rating, testing and commissioning of diesel generating set, radiator cooled, 3 phase, 4 wire, 50 cycles 415 +(-)1% volts AC alternator coupled directly through a set of flexible coupling on a common MS fabricated base frame with diesel engine complete with suitable size incoming cable from generator to change over/AMF panel, making 2nd incoming cable connection from transformer, outgoing cable connection from changeover/ standard panel, making second incoming cable connection from transformer, outgoing cable connection from changeover / STD panel to incomer of motor starter panel, fenced enclosure with platform for DG sets complete as per following detailed scope and specifications and directions of Engineer-in-charge. The rating should be at 1500 RPM. (HSR 20.89.4)

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 Renewal No. 318/38/2018-GCR dated 18.08.2021.

Supply, installation, testing and commissioning of 12.5 mtr. long each 145961 High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer-in-Charge Thickness of Top and Bottom Section = 3 mm (minimum) Top Dia= 150 mm and Bottom Dia= 360mm Thickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum) (HSR 24.4.15.1)

Providing 1.20 metre high fencing with angle iron per metre 34.30 posts 50 mm x 50 mm x 6 mm at 3 metre centre to centre with 0.40 metre embedded in M15 grade cement concrete, comer, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. i) Adopt any one type of welded steel wirefabric 75 x 50 mm or 75 x 25 mm as perapproved design.ii) The item of excavation and cementconcrete in foundation shall be measuredand paid separately (HSR 34.29.3)

Providing and laying 60mm thick factory made cement concrete inter1ocking sqm 128 623 paver block of M -30 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.76)

Supply, Installation, Testing & Commissioning of Hydrant Assembly complete 4" (NS item)

Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.3)

Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.4)

Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.5)

Providing, lowering, laying, cutting (cut surface to be uniformaly finished), jointing with rubberrings marked with I.S:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS: 458-1988 and specials into trenches for all depth including carriage, loading, unloading, stocking, handling rehandling etc completed in all respect to the satisfaction to the Engineer in charge 300mm Dia (HSR 20.62.3)

12 mm cement plaster finished with a floating coat of neat cement of mix :(HSR 11.11.2)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.14.2)

Supply and installation of 50mm i/d hydraulic pressure relief valve of polemeride with accessories for pressure regulation of irrigation system as per B IS standard. (HSR 26.73.10)

Royality for good earth, H001 Unique code CA001

Providing and fixing in position LDPE film of 500 micron (0.50 sqm 47 144 191 mm) IS mark of grade 231 for bed and sides of canal including cost of all materials, labour, laying, joining as per specifications etc. complete with all leads and lifts (HSR 14.36)

Filling expansion joints, with special impervious hot pour, 12.5 mm Thick (HSR 14.18)

Flanged C.I. standard specials up to 300 mm dia (heavy class) Unique code B1131

Bolts and nuts upto 300 mm in length (Unique code B0042)

Supply, fixing, testing and commissioning balancing valve flagged end PN 16 pressure rating 200 mm dia (HSR 25.5.1)

Supply, fixing, testing and commissioning balancing valve flagged end PN 16 pressure 150 mm dia (HSR 25.5.2)

Operation & maintenance charges for 3 years.

Krishan Kumar contractor