Drilling of 12 Nos and Providing and fixing of 12 Nos pumping machinery and 10 Nos Twell Drilled by Pvt RRRig Method 02 Nos DTH Pvt Rig Machine in Various Village Distt faridabad

Amount

Drilling of 300 mm dia bore by DTH 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 Pvt. DTH-1.) Upto Depth of 0 to 150 mtr BGL 2X150=300

Providing fixing For lowering 219.10 mm outer dia ERW steel pipes as per IS 4270/ 2001 as amended upto date duly ISI marked for housing pipe in 4 to 7 meters random length manufactured out of 6.4 mm M.S plates with required number of M.S socket 177.80mm with inside thread to match the pipe threads and made out of M.S plate in to borehole in vertical position, including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes, gays M.S clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-charge of the work including cost of all cutting, threading of pipe where required and all sockets. The pipe shall be painted with anti corrosive paint & covered tightly with polythene.2X100=200

Making filter on 219.10mm ERW Pipe by gas cutter or any other suitable length (6.10 mtr.) 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=8hrs

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

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 . 300 LPM /60 M Head , 7.50 BHP Each Make Grundfoss, calama , KSB , Franklin , Texmo.

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 . 300 LPM /115 M Head , 12.50 BHP Each Make Grundfoss, calama , KSB , Franklin , Texmo.

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, Siemens, BCH, Crompton Greaves, Havells).

Prov. and fixng M.S. Base Plate

Prov. and fixng M.S. Clamp

Prov. and fixng CI Bend 90° (12 x 17 =204)

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.10X75=750

Providing and Fixing For lowering 219.10mm outer dia ERW steel pipes as per IS 4270/ 2001 as amended upto date duly ISI marked for housing pipe in 4 to 7 meters random length manufactured out of 6.4 mm M.S plates with required number of M.S socket 177.80mm with inside thread to match the pipe threads and made out of M.S plate in to borehole in vertical position, including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes, gays M.S clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-charge of the work including cost of all cutting, threading of pipe where required and all sockets. The pipe shall be painted with anti corrosive paint & covered tightly with polythene.10X60=600

Labor Charge for lowering 200mm i/d ISI marked stainless steel (SSC) cage as including M.S. Socket with welding material ISI marked Stainless Steel (V-wire welding ) cage as per code No. IS 8110:2000 (200 x 8.00 x 0.50 mm)10X15=150(Supply by deptt.)

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

Providing & fixing of Center Guides. (ii) 200mm ø (10X3=30 Nos.)

Providing & fixing of M.S. cap 200mm ø.

Providing and 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. 10X20=200 cum

Provision for resistivity servy of theArea

Electric logging of Tubewell

Development of tubewell with Air Compressor having capacity 250PSI 450 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 250 PSI 450 CFM. (10 x 10 = 100 Hrs.)

Bidder Name

Amount

MUJAHID HUSSAIN CONTRACTOR

The Krinki Kherli Co.OP L and C Society

MUJAHID HUSSAIN CONTRACTOR

The Krinki Kherli Co.OP L and C Society