Holi laying of D I water supply pipe line in balance streets and providing balance FHTC of District Ambala Under JJM Installation of tubewell and erection pumping machinery and all other works contingent thereto

Amount

DRILLING OF TUBEWELL/Drilling with Private RIG / Drilling of 609.60 mm dia bore by hydraulic rotary drilling (Reverse Rotary percussion method with R.R. Bit with boulder) according to ISI specification No. 2800-1991 (Part-I) and IS No. 2800-1979 (Part-II) 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, oil soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and extracting the same against earth frictions etc. complete in satisfaction of the Engineer-In-Charge. including cost of water arrangement & pit preparation. / RR PERCUSSION METHOD

DRILLING OF TUBEWELL/Drilling with Private RIG / Providing for lowering & fixing 273.10 mm i/d dia ERW steel pipes as per IS 4270/2001 as amended upto date duly 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 match 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. / 273.10 MM I/D (10`` M.S. PIPE)

DRILLING OF TUBEWELL/Drilling with Private RIG / Providing for lowering & fixing 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. / 219.10 MM (8`` I/D M.S. PIPE)

DRILLING OF TUBEWELL/Drilling with Private RIG / 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 / 200 MM (200X8.00X0.50 MM)

DRILLING OF TUBEWELL/Drilling with Private RIG / Electric logging of Tubewell. / 1

DRILLING OF TUBEWELL/Drilling with Private RIG / Prov. and fixing M.S. Clamp. / 1

DRILLING OF TUBEWELL/Drilling with Private RIG / Development of tubewell with Air Compressor having capacity 250 PSI 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 Hrs.per T/well) / 10

DRILLING OF TUBEWELL/Drilling with Private RIG / 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 on the logging result. / 10

DRILLING OF TUBEWELL/Drilling with Private RIG / Mfg. & Supplying of 10 3/4” M.S. Centre Guide. The 10 3/4” M.S. Centre made out 32 x 5mm M.S. Flat duly cutting, Bending, Welding. The height of Center Guide should be 18’’ and dia should be 20’’. / 10.3/4”

DRILLING OF TUBEWELL/Drilling with Private RIG / 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. / 60

DRILLING OF TUBEWELL/Drilling with Private RIG / 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 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 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 , Including MCB, suitable, Capacitor, Wooden Box, etc. as per site requirement complete in all respect. Make :- L & T, SIEMENS , BCH , SCHNEIDER . / 1

DRILLING OF TUBEWELL/Drilling with Private RIG / 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. / 1

DRILLING OF TUBEWELL/Drilling with Departmental RIG / Providing & fixing of M S Reducing socket 250mm dia x 200 mm dia / 1

DRILLING OF TUBEWELL/Drilling with Departmental RIG / Providing & fixing of M S Cap 250 mm dia / 1

DRILLING OF TUBEWELL/Drilling with Departmental RIG / 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 . 600 LPM /103 M Head (V-8) 25 BHP Each Make Grundfoss, Calama, KSB , Franklin, Texmo. / 1

Bidder Name

Amount

M R CONSTRUCTION COMPANY(GSTN-06AANFM8718J1ZR)

ashok kumar govt. cont(GSTN-06AVHPK7323C1ZV)

A.S Constructions(GSTN-NA)

PARDEEP KUMAR CONRACTOR(GSTN-NA)

SANDEEP KUMAR CONTRACTOR(GSTN-NA)

SANDEEP KUMAR CONTRACTOR

A.S Constructions

ashok kumar govt. cont

M R CONSTRUCTION COMPANY

PARDEEP KUMAR CONRACTOR

A.S Constructions

ashok kumar govt. cont

M R CONSTRUCTION COMPANY