Laying of HDPE Pipe Line from field low Line catchment areas of 1 No. village i.e Badesra outfall in Saiman Dhanana Link Drain

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. (HSR 4.12.1)

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 cantering, 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 6.23.1.1)

Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure in: (HSR 7.22.1)

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 cantering, 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 (HSR 6.25.1)

Steel reinforcement for RCC work (HSR6.33.6)

Shuttering for foundation concrete &foundation beams etc (HSR 6.29.1)

Centring and shuttering for walls, partition walls etc. (HSR 6.30.2)

Centring and shuttering for roof slabs. (hsr 6.30.3)

Providing and fixing 1 mm thick MS sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S gusset plate at the junctions and corner, all necessary fittings complete including applying a priming coat of approved steel primar. (HSR 13.6.1)

12 mm thick cement plaster 1:4 on brick walls Side Walls (HSR 11.5.3)

Tile Terracing over roof slab (HSR 7.35)

Supply and Fixing of Gantry with chain pulley block (testing for 1.5 times the rated capacity) with travelling trolley of appropriate lifting capacity as per IS Code 3177:1999 with up to date amendment 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. (HSR 20.73.4)

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 (HSR 4.16.1.3)

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 water supply application as per IS 4984:2016 (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. 315 mm Outside Dia. (N.S)

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 water supply application as per IS 4984:2016 (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. 250 mm Outside Dia. (N.S)

Supplying erection testing and commissioning of Submersible motor pumping set non cling for sewerage having head 34.00 mtr. of 60 BHP as per the indicated requirements of discharge in LPM (i.e 5000 LPM)and power capacity in BHP Make ksb, CRI, KiRLOSKER ,Crompton Greaves, Lubi. (N.S)

Supplying of fully automatic electric control 2.0 No. 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 Min switch of suitable range with HRC tuse, 1 no. Fully autocratic air brake starter suitable for Motor of the following capacity Min switch of suitable range with HRC fuse, 1 no vott meter (o to 500 volts) 1 no amp Meter of 0 to 100 arnp .3 sets of indicating lamp capacitor of suitable capacity and suitable electing energy meter wing in Eluting Contro Panal Beard complete in all respect as per specification green in Schedule No,II. Including MCB. Suitable Capacitor. Wooden Box etc as per sit requirement complete in fat respect. Make L&T, SIEMENS, BCH, SCHNEIDER (35 BHP) (N.S)

Rajiv Tihal Contractor Baliyali

The Tibba Dana Sher Co Op L and C Society Limited

THE SIWARA LAXMI COOP LC SOCIETY LTD

M/S LAXMI CONSTRUCTION CO.

Krishan Kumar contractor

jaipal singh s/o sardara singh