Drilling of 04 No Tubewell and Providing and fixing of 4 Nos pumping machinery 2 Nos Tubewell by DTH Pvt Rig Method and 2 Nos Tubewell RR Pvt Rig Method in Village Sehsola Tubewell No 1 2 3 and 4 Distt Nuh

Amount

Drilling of 300 mm dia bore by / 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.Including cost of water arrangement and pit preparation (By Pvt. DTH-1.)2x150=300 Mtr

Providing fixing of 200mm i/d 6.4 mm thick plain ended Electric Resistance Welded (ERW) M.S. Pipes as per IS marked 4270:2001 BIS 2001 (Length of pipe 4 to 7 mtr.) 2x100=200 Mtr

Making filter on 219.10mm ERW deptt. Pipe by gas cutter or any other suitable mechanism including cost of all consumable items complete in all respect.2x3=6

Providing & Fixing / lowering 7” (180 mm) Dia M. S Pipe of thickness 6.4mm of 6 meter. Long ISI make as Required for covering loose formation of soil during drilling process including enlarging the existing drilling size at any depth to cover the loose formation of bore complete in all respect.2x18=36

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

Providing and fixing 219.10mm M.S. clamp.

Development of T/well according to clause 9.3 of IS : 2800-1991 (Part-I) as amended upto date and specifications attached and as directed by the Engineer-in-charge of the work including the cost of all consumable stores, fuel, oil, etc. as required for this work 2x4=8

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

Providing and fixing of Odex casing shoe of Proper Size & ISI make complete in all respect.2x1=2

Checking Discharge & Stabilization of T/well by suitable Pumping Machinery set including lowering pipe, submersible cable, Genset, Starter transportation, carriage etc. Complete in all respect.

Supplying, erection testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034 - 1989 (as amended up to date for pumps ) and IS 9283 – 1979 (as amended up to 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 /90 M Head 10.00 BHP Each Make , KSB , Texmo, CRI, Kirloskar,

Supplying erection, testing of fully automatic Electric Control Panel Board for tubewells 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 25 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 timers 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, BCH, , Havells).

Providing & Fixing 2" G.I Bend (2"x90°) of heavy duty. One side 2" flange & one side 3" flange with nut bolt and Rubber seat complete in all respect

Providing, and fixing D plate of size 300mm. with nut & bolt complete.

Providing & Fixing 2" of 1 Mtr Long (B Class) with both side 3" flange with nut & bolt complere in all respect

Providing & Fixing G.I Clamp 2" with nut & bolt complete

Providing, and fixing 2" Nipple with flange for Motor Pump

Service Cable Aluminum 25 sq. mm. 4 core from Electric Meter to Starter 2x25=50

Drilling of 609.60 mm dia bore by Rerverse rotary drilling (Reverse Circulation method) according to ISI specification No.2800-1991 (Part-1) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders upto 125mm dia except rocky strata including the cost of all consumable stores, fuel oils, soil, stabilizing material and transportation of rig and other accessories to the site of proposed bore and back, complete to the satisfaction of the Engineer-in-Charge with Contractor Pvt. Rig.Machine.Including cost of water arrangement and pit preparation.2x150=300

Providing Fixing for lowering 200mm i/d all welded S.S.screen conforming to ISI 8110-2000, and thickness 8mm, slot opening 0.75mm/0.50mm 2x20=40

Providing & fixing of M.S. bail plug end cap.

Providing & fixing of Center Guides. (i) 200mm ø (2 x 3 = 6 Nos.)

Supplying & packing of Pea Gravel (A-Grade) for use as pack in tubewells size of over 2.00mm to 3.35mm with uniformity coefficient Not to exceed 2.00. The Gravel should be confirming To requirement of ISI, 4097-1967 regarding its physical Characteristic quarry at Panchkula/Chandi Mandir. 2x40=80 cum

Providing & Fixing 8" MS Clamp for supporting 219.10 mm housing pipe with sutable giders complete in all respect.

Development of tubewell with Air Compressor having capacity 450 PSI 250 CFM according to clause 9.3 of IS: 2800 - 1991 (Part-I) as amended upto date and specifications attached and as directed by the Engineer-in-Charge of the work including the cost of all consumable stores, fuel, oil, compressors and machinery etc. as required for this work. Developed by Air Compressor of 450 PSI 250 CFM. (2 x 10 = 20 Hrs.)

Providing and testing electric logging of tubewell

Water arrangement for drilling work..

Pit and preparation complete work.With filling of pits after drilling of T/Well

Bidder Name

Amount

Moti Ram(GSTN-06AGUPR7617Q1Z8)

ANEESH AHMED CONTRACTOR(GSTN-NA)

MUJAHID HUSSAIN CONTRACTOR(GSTN-NA)

Moti Ram

ANEESH AHMED CONTRACTOR

MUJAHID HUSSAIN CONTRACTOR

ANEESH AHMED CONTRACTOR