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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC G 84 NEW PALAM VIHAR PHASE 1 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.5 L+₹44,375 (8.73%)Rejected-AOC BEHIND ANAJ MANDI SHASTRI NAGAR GALI NO 4 BHIWANI 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.1 L+₹96,856 (19.0%)Rejected-AOC PLOT NO 4 AKASH ELECTRO TEK ENGINEERS PVT LTD NEEL METAL WALI GALI NEAR JBM GATE 2 SECTOR 36 GURUGRAM HARYANA 122001 | GURUGRAM | HARYANA | 122001 | L3 | Rejected-AOC L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical VPO MAHRA VPO MAHRA TEHSIL GOHANA 131301 | SONIPAT | HARYANA | 131301 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.4 L
EMD Value
₹12,700
Closing Date
30 Apr 2020, 12:00 pmClosed
EE-WSS
OLD MCG
Drilling, boring and installation of 01 nos. tube well with reverse rotary method at j block Palam Vihar under WSS MCG
2020_HRY_126830_1
EE-WSS/MCG/2020/12363/2
Open Tender
Civil Works - Others
Works
90 days
Gurugram
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissioner Municipal Corporation Gurugram
₹12,700
15 Jun 2020
24 Apr 2020
1 May 2020
24 Apr 2020
30 Apr 2020
24 Apr 2020
Amount
pipe line
Drilling of 658.80mm dia bore by hydraulic 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 works in all kinds of soils and boulders upto to 125 mm 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 proposed bore and back (including cost of lowering of all sizes of casing pipe while boring and extracting the same against earth frictions etc.) complete to the satisfaction of the engineer-in-charge.
Supplying and lowering 219.10mm outer dia ERW steel pipes as per IS 4270-1992 as amended 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 152.40 mm length 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 Engineer - in- charge of the work including cost of all cutting, threading of pipe, welding where required and all sockets.
Supply and lowering slotted pipe of size 219.10mm outer dia, stainless steel pipe confirming to IS 3589-1991 (with latest amended) duly ISI marked made out of the 6.35. Thick steel sheet in rembom lenth of 4 to 7 mtr inside and outside coated with anticorrosuive black mastic paint paint with butt-joint as per IS 3589-1991( with latest amended) including cost of cutting, jointing, welding lowering in bore hole in vertical position including cost of all T&P accessories required for the job as per site condition complete in all respect, upto a depth of 0 to 60mtr depth
Providing and fixing in position suitable bail plug hook of 219.10mm as per IS 226/1975 as amended upto
Supplying & Packing graded gravel of size as per ISI 4097/1988, as amended upto date and speciflation attached with this schedule of item of work. The Gravel Packing to be done from the house pipe to the bottom of 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 qty=0.25x22/7x(D2-d2)xdepth 0.25x22/7x(0.692-0.222)x183=41.82Cum
Supplying and fixing well threaded M.S. Cap for 273.10 mm outer dia M.S. pipe as per ISI 226/1975 as amended upto date of the satisfaction of Engineer-in-
Supplying and fixing 219.10mm M.S. Clamp as per ISI 226/1975 as amended upto date for supporting the
Development of T/Well according to clause 9.3 of IS: 2800-1991 (Part-1) as Amended upto Date and
Resistivity survey
Supplying, Erection Testing and commissioning of Submersible pumping sets As per BIS Specification No. 8034-1989 (As Amended upto Date for Pumps) Discharge 320 LPM, Head 100, 12.5 HP and is 9283-1979 (as Amended upto Date for Motors) The pump motor sets should be capable of pumping clear fresh Cold Water Having Characteristics as speciflied in clause-4, of is 8034/1989 and clause 4.1 of is 9283/1979 Each Pump Motor set shall be supplied with joint free 50M double Length Pvc Insulated and pvc shealted flexi able 6mm type submersible cable of Finolex make and junction Box Jointing of Submersible cable and Submersible pumping set
Supplying Erection Testing of Electric Control panel for T/Well in pump Chamber Consisting of Ms Sheet of thickness 14 Gauge Duly painted Box Type Floor, Monted, Made by angel frame containing 1 Nos Fully Automatic Air Brake starter Suitable Rage with HRC Fuse 1 No. Volt Meter of (2 to 500 volts) 1 no. amp. meter of 0 to 32 Amp., 3 set Os Indicating Lamp capacitor of suitable capacity & 1 Nos single Phase Preventors with the Timer switch including wiring in panel board & Suitable Electric Energy meter wiring from to Electric control panel Board Complete in all Respect of Make L& T ML2 as per specification Given in Schedule No.2
Supplying & fixing following CI?CF Pipe, Ss Specials Sluice Valves with whell, Non Return Valves With
CID/F bends reducers, tapers, tees, tails piece, blank
CID/F Pipe 80mm I/D
P/F 16mm 3 core PVC aluminium cable
Bidder Name
Amount
MLGK ENTERPRISES
Sunil Kumar Contractor
JAI SHRI SHYAM ENTERPRISES
Sunil Kumar Contractor
JAI SHRI SHYAM ENTERPRISES
JAI SHRI SHYAM ENTERPRISES
Sunil Kumar Contractor
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