Providing Estate Public Health Amenities in District Jail, Rewari District Rewari, Drilling of 1 No. tubewell and providing and fixing of 1 No. pumping machinery by bocky/DTH Pvt. Rig method in District Jail Rewari and all other works contingent ther

Amount

Drilling of 300 mm dia bore by Bocky/ DTH/Odex rig for tube well drilling in all kinds of soil and 190 mm dia bore by DTH/Odex in hard rocky strata including cost of all consumable stores/fuel/oil establishing material and transportation and contingent requirement to the site of proposed bore complete in all respects.(By Private rig DTH-1.) Upto Depth of 0 to 100 mtr BGL complete to the satisfaction of the Engineer-in-Charge ( 0 to 40 mtr)

Supply and lowering 219.10 mm outer dia pvc pipes 9 kgf as per amended upto date duly ISI marked for casing pipe in 4 to 7 meters random length complete in all respects to the satisfaction of the Engineer-in-Charge make make(Apollo, Prince,Aakash, Ganotari)

Supply and lowering 200mm i/d all welded PVC screen conforming to ISI 8110-2000, and thickness 8mm, slot opening 0.75 mm/ 0.50 mm.

Supply and packing graded gravel of size and specification as per ISI 4097/1967as amended upto date. The gravel should be from dust, dirt or vegetables matters, packing to be done from the housing pipe to the bottom of linear all around the bore and will be placed lowered and suitable clamped. Thickness and size of the gravel packing will be designed and directed by the Engineer-in-Charge strictly as per relevant ISI. A Grade gravel 2.00 to 3.35 mm

B Grade gravel 3.35 to 4.75mm

Supply and fixing well threaded M.S. cap for 219.10 mm outer dia M.S. pipe

Pit preparation.2x25’x25’x4’ complete work and filling of pits after drilling of tubewell

Development of tubewells to clause 9.3 of IS:2800-1991 (Part-I) as amended upto date and as per specification as directed by Engineer-in-Charge of the work including the cost of all consumable stores, fuel oils, compressor, Pump and machinery etc. as required for the work by 350 PSI 900 FM

Supplying, erection testing and commissioning of submersible pumping sets as per BIS Specification No.8034-1989 (as amended upto date for pumps) and IS. 9283-1979 (as amended upto date for motor) the pump motor sets should be capable of pumping clear fresh cold water having Characteristics as specified in Clause-4 of IS. 8034/1989 and Clause 4.1 of IS 9283/1979. 250 LPM, 70 Mtr Head

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 10.00 HP Motor, Main switch of suitable range with HRC fuse, 1 No. Volt Meter (0 to 500 Volts), 1 No. Amp. Meter of 0 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. (Make L&T, Siemens, BCH, Crompton Greaves, Havells, Bentex)

Supplying and fixing following C.I.D/F pipe, CI Specials, sluice valves with wheel, non return valves with G.M. Flap including cost of jointing materials, excavation, laying refilling including making adequate supports of masonry/concrete/ steel for delivery pipe from Submersible Pump Set upto 1.5 mtr. outside the outer wall of pump chamber as per plan shown as per specification given in schedule Noil. A)Detail of pipes and specials. CI D/F bends, reducers tapers, tees, tail piece, blank flange etc upto 200 mm i.d

Resistivity survey of the site as of the site of proposed T/Well

electro logging test of the site as of the site of proposed T/Well.

Bidder Name

Amount

Rajkumar contractor

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