Drilling and installation of 1 No Tubewell at Fire Bridge Tubewell Jind Town Bajran Mohalla Distt Jind Drilling and installation of 1No Tubewell at Bhatnagar Colony Tubewell Jind Town Distt Jind Drilling and installation of 1No Tubewell at Kali Mata

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 Private Rig including cost of water arrangement and pit preperation.(5X200)

Providing and fixing for lowering 273.10 mm i/d dia ERW steel pipes as per IS 4270/2001 as amended upto date, duty ISI marked for casing pipe in 4 to 7 meters random length manufactured out of 8 mm thick MS plates with required number of M.S socket 177.80mm length with inside thread to pmatch the pipe threads and made out of MS plate in to borehole in vertical position including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes gays MS 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 pipes shall be painted with anti-corrosive paints and covered tightly polythene.10” i/d M.S. Pipe. (5X100)

Providing & fixing and lowering 219.10 Providing and fixing of 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. 8" i/d M.S Pipe. (5X80)

Providing & lowering 200mm i/d ISI marked stainless steel (SLC) cage as including M.S. Socket with welding material ISI marked Stainless Steel (V-wire welding ) cage as per code No. IS 110:2000 (200 x 8.00 x 0.50 mm). (5X20)

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

Providing and Fixing of Center Guides. 250mm (5x3)

Providing and Fixing of Centre Guides. 200mm (5x3)

Providing & fixing of M.S. cap 250mm ø.

Providing & fixing of M.S. Reducing socket 250mm ø x 200mm ø

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. (5X55 Cum)

Providing clay seal of thickness 4.0mm or above consisting of balls of local lay or bentonite mud to be placed in the annular space around the assembly the clay seal should be provided at a level of minimum 25.00m above the top most screens depending onthe logging result.

Provision for resistivity servy of the area

Development of tubewell with Air Compressor having capacity 450PSI 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 250 PSI 450 CFM. (10 Hrs. per tubewell)(5X10 Hours)

Electric logging of Tubewell

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 . 850 LPM 78 MTR Head (V-8) 25 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

Bidder Name

Amount

SUNIL CONTRACTOR(GSTN-NA)