Deposit work, Jind Town, Providing, installing 1 No. tubewell, Pump Chamber, installing of pumping machinery at New Bus Stand Jind

Amount

Drilling of 609.60 mm dia bore by hydraulic rotary drilling (reverse circulation method)/Percussion rig, according to ISI specification No. 2800-1991 (Part-I) 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 back (including cost of lowering of all size of casing pipe while boring and extracting the same against earth frictions etc.) complete to the satisfaction of the Engineer-in-Charge. 1 to 300 meters bore hole 1 No.

Supplying and lowering 273.10mm outer dia ERW steel pipes as per IS 4270/1992 as amended upto date, duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90mm of threaded ends (8 threads to an inch or 25.40mm) manufactured out of 8.00mm thick 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 welding where required and all sockets. The pipes shall be painted with anti corrosive paint and covered tightly with polythene. 1 X 100 meter

Supplying and lowering 219.10mm outer dia ERW steel pipes as per IS 4270/1992 as amended upto date, duly ISI marked for housing pipe in 4 to 7 meters random length with 88.90mm of threaded ends (8 threads to an inch or 25.40mm) manufactured out of 6.40mm thick M.S. plates with required number of M.S. socket 177.80 mm 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, guys 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, welding where required and all sockets. The pipes shall be painted with anti corrosive paint and covered tightly with polythene. 1 x 180 Meters

Labour rate for lowering 200mm i/d ISI marked stainless steel cage, as amended up to date (material to be supplied by the department). 1 x 20 Meters

Supplying, fixing and lowering reducing socket as per IS:226/1975 as amended upto date 273.10mm outer dia, into 219.10mm outer dia with 8 threads per inch or 25.40mm, to be made out of M.S. plate with internel threads to be suitable for jointing 273.10mm outer dia pipe and 219.10mm outer dia ERW pipe as per items 2 and 3 above. 1 No.

Providing and fixing in position suitable bail plug hook of 219.10mm as per IS 226/1975 as amended upto date, including the cost of M.S. screwed sockets etc. complete in all respects to the entire satisfaction of the Engineer-in-charge of the work. 1 No.

Providing and Fixing centralizer guides (centralizer) fitted to the well assembly except the housing pipe, at bottom and at a spacing of 12 m centre to entre, to keep the assembly in centre of the bore hole, as per approved design and specifications, confirming to IS 226: 1975. 1 X 12 No.

Providing clay seal of thickness 4.00 m or above consisiting of balls of local clay of bentonite mud, to be placed in the annular space around the assembly. The clay seal should be provided at a level of minimum 25.00 m above the top most screens, depending on the logging result. 1 Job

Supplying and packing graded gravel of size as per ISI 4097/1988, as amended upto date and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters. Packing to be done from the housing pipe to the bottom of liner all around in the bore and will be placed after liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be as directed by the Engineer-in-charge strictly as per relevant ISI. 1 X 85 Cum

Supplying and fixing well threaded M.S. cap for 273.10mm outer dia M.S. pipe as per ISI 226/1975 as amended upto date to the satisfaction of the Engineer-in-charge. 1 No.

Supplying as per IS: 226/1975 as amended upto date deodar wooden box made of 20mm thick wood size 60cm x 30 cm x 75cm with lid and locking arrangement etc. for preserving the strata samples received from the bore as and when desired by the Engineer-in-Charge. 1 No.

Supplying and fixing 273.10 M.S. clamp as per IS: 226/1975 as amended upto date for supporting the housing pipe supported on two girders not less than 100mm x 150mm, weight not less than 17.00 kg/m, cross section area not less than 21.67 sq. cm, flange thickness 7.00 mm, web thickness 5.40 mm, 2.00 m long (each), embedded in suitable foundation as approved by the Engineer-in-Charge. 1 No.

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, compressors, pumps and machinery etc. as required for this work. A) When developed by compressor of 600 CFM, 250 PSI and suitable rating of 10 hours 1x 10 Hours

B) When development is done with a pump of discharge 1.5 times than the operational discharge. 1 X 10 Hours

Electric logging of tubewell 1 Job

Sub Head No. 3 (B) Non Schedule Items (1 No. Pumping Machinery ) 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 (i)800 LPM /98 M Head – for T/Well = 1 No. (25 HP).

Supplying erection, testing and commissioning of Wall mounted electrical panel board, fabricated from 16 SWG CRCA sheet duly stouted with suitable angle iron frame work and completely powder coated of approximate size 1350x750 mm and 400 mm deep including cost of 5 m long GSL 8 gauge, GI pipe 40 mm dia (medium 240 mm long and having following items a) Main switch 63 Amp. 1 No. ( L & T Siemens, ABB) b) Volt meter 100x100 mm range 0 to 500 Volt 1 No. (AE/KAPPAL/L&T) c) Amp. meter 100x100 range 0 to 100 Volt 1 No. (AE/KAPPAL/L&T) d) CT 100/3 Nos (AE/KAPPAL/L&T) e) VSS&ASS 1 No. each of approved make f) SPP 1 No. of approved make g) Motor starter, star delta 1 No. (L&T Simens, AAB) h) Capacity KVAR as per site requirement i) Including Lamp One set (25 BHP to 30 BHP)

Supply, erection, testing and commissioning of LT, CT Energy Meter AC Class 0.5 Ratio 15 with LT, CT Ratio ___/ 5 VA 25 Class 20.5 as per UHBVNL specification complete in all respect including meter box as per specification for UHBVNL

Supply and fixing following CI/D/F specials including cost of jointing materials laying jointing in position as per specification given in schedule No.II. A) Detail of pipe and specials a) CI, D/F bends Reducers tees etc.

Supply, erection, testing of light fittings including wire inside in the Switch room with material up to 10 points including switch, button, plug, PVC conduct pipe and Copper wire etc. as per approved specifications.

Supply erection of "Wall Mounting type, solenoid driven, motor-less, electro-magnetic disphragm Dozing Metering pump working on single -phase 220/240 V. / 50 Hz, electric supply with standerd electronic controls, suitable for minimum dozing capacity 0-5 LPH, at 8 bar back pressure complete with necessary accessories. Make Fontus or any other standard make along with supply & erection of supply & erection of 1 No. voltage stablizer with each dozing pump alongwith 1 No. 300 ltrs. capacity ISI marked HDPE storage tank, with each dozing pump of "Sintex" other reputed & approved make.

Provision for providing and fixing of girders for size 6" x 3" including cost of base plante complete in all respects. (weight 2 tone)

Bidder Name

Amount

VINAY SHARMA(GSTN-NA)

SUNIL CONTRACTOR(GSTN-NA)

Manjeet Kumar Contractor(GSTN-NA)

DEEPAK KUMAR CONTRACTOR(GSTN-NA)

Manjeet Kumar Contractor

SUNIL CONTRACTOR

DEEPAK KUMAR CONTRACTOR

Manjeet Kumar Contractor

DEEPAK KUMAR CONTRACTOR

SUNIL CONTRACTOR