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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 LAccepted-AOC 164 A 11 GALI NO 3 RISHI NAGAR KAITHAL 136027 | KAITHAL | HARYANA | 136027 | L1 | Accepted-AOC award | |
| 2 | L2₹62.7 L+₹11.1 L (21.5%)Rejected-Finance AMBALA CANTT | L2 | Rejected-Finance Highest Bid | |
| 3 | L3₹63.0 L+₹11.4 L (22.1%)Rejected-Finance KAITHAL ROAD KAITHAL ROAD PEHOWA 136128 | KAITHAL | KAITHAL | HARYANA | 136128 | L3 | Rejected-Finance Highest Bid |
Tender Value
₹37.7 L
EMD Value
₹75,340
Closing Date
16 Sept 2020, 1:00 pmClosed
Executive Engineer
PHE Mech Division Sonipat
Providing and installing 1 No tubewell at Village Banwasa Distt Sonipat Providing and installing 1 No tubewell at Village Chhatera Distt Sonipat Providing and installing 1 No tubewell at Village Mattand Distt Sonipat DNIT for Drilling and installin
2020_HRY_142996_1
2593 Dt.7-9-2020
Open Limited
Miscellaneous
Works
45 days
Sonipat
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
Executive Engineer
₹75,340
10 Nov 2020
9 Sept 2020
16 Sept 2020
9 Sept 2020
16 Sept 2020
9 Sept 2020
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 cor of pit preperation water arrangement. village Banwasa, Chhatera, Mattand (3x500 Mtr)
Labour Charges 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. village Banwasa, Chhatera, Mattand(3x130 meter)
Labour Charges for 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. village Banwasa, Chhatera, Mattand(3x340 meter)
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). Village Banwasa, Chhatera, Mattand(3x25 meter)
Providing & fixing of M.S. cap 272mm outer dia M.S pipe .
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. (3x138 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 survey of the area
Development of tubewell with Air Compressor having capacity 800PSI 800 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 800 PSI 800 CFM. (15 Hrs. per tubewell) (3x15=45)
Electric logging of Tubewell
Supply and Fixing 272 =mm M.S clamp for Supporting the housing pipe supported on two giders not less than 100mm x 150mm weight not less than 17.00 kg/m, cross section area not less than 21.67sq.cm flange thickness 7.00mm, web thickness 5.40mm, 2.00m long (each) embedded in ssuitable foundation as approved by the Engineer-in-Charge.,
Supply and use of wooden sample box as per IS: 226*/1975 as amended upto date deodar wooden box made of 20mm thick wood arrangement etc. for preserving strata samples.
Providing & Fixing centralizer guides fitted to the well assembly except the housing pipe, at bottom and at the spacing of 12m centre of the bore hole as per approved design and specification. 10"x8" (3x8No)
Supplying and Fixing following C.I.D/F pipe, CI specials, Sluice valves with wheel, non return valves with G.M. Flap incliding cost of jointing materials, excavation, laying refilling including making adequate supports of Maonry/concrete/steel for delivery pipe from submersible Pump Set upto 1.5 mtr outside the outer wall of pump chamber as per plan shown as per specification given in schedule No. 1. A) Deatil of pipes and specials. a) CI D/F bends, reducers, tapers, tees, tail piece, blank flange etc. upto 200mm i/d. (3x90 KG)
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 . village Banwasa, Chhatera, Mattand(600 LPM /110 M Head (V-8) 25 BHP
Supplying erection, testing of fully automatic Electric Control Panel Board for tubewells in pump chamber consisting of MS sheet of thickness 16 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
Paramjit Machine Tools Ind.
M R CONSTRUCTION COMPANY
Perfect Engineers
Perfect Engineers
Paramjit Machine Tools Ind.
Perfect Engineers
Paramjit Machine Tools Ind.
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