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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC | ₹7.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹11.9 Cr+₹4.0 Cr (50.8%)Rejected-Finance | ₹11.9 Cr+₹4.0 Cr (50.8%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Techno-Commercially Not Qualified |
Tender Value
₹8.7 Cr
Closing Date
13 Nov 2021, 2:00 pmClosed
CGM(C), I/C C and P
NEEPCO Ltd., C and P Deptt., Lower New Colony, Shillong - 793003
Construction of Superstructure of balance 3(three) Nos. of Steel Girder Bridges over Shishnimgo Nallah (CH. 13020.00 M), Golden Vishnu Nallah (CH. 16320.00 M) and Ken Nallah (CH. 17820.00 M) on Pinjori-Kimi Road, Kameng H.E. Plant, Arunachal Pradesh.
2021_NEEPC_89475_1
NIB No. 405 Datred 06.10.2021
Open Tender
Civil Works - Bridges
Tender cum Auction
300 days
NEEPCO Ltd., KaHEP
3 documents required · 3 mandatory
₹11,800
Yes
Payable To NEEPCO Ltd., Shillong
Exempted
2 Feb 2022
6 Oct 2021
15 Nov 2021
7 Oct 2021
13 Nov 2021
7 Oct 2021
7 Oct 2021 - 20 Oct 2021
Amount
Supplying, fabrication, assembling of steel girders bridge at CH. 13020.00m, CH. 16320.00m and CH. 17820.00m with structural steel conforming to Quality "E250-B0/BR" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions on sub-structure including provision of trolley refuges etc., complete as per approved QAP and drawings conforming to relevant codes and specifications. The item includes fabrication of all types of battens, bracings, ties, stiffeners, packing, diaphragms, shop rivets / welding, T&F bolts, drifts, SAW, templates, jigs, fixtures, accessories, transporting various components from fabrication shop to site including loading & unloading, assembly of girders with drifts/bolts, field riveting /welding /HSFG Bolting, assembling of temporary support for side slewing, raising of girders to the bed block level, providing sliding arrangements and slewing the girder in position, lowering of girder on bearings and bed plates with all temporary arrangements or any other method of launching, providing & injecting approved non-shrink grout in proportion recommended by the manufacturer at locations as directed by the Engineer-in-Charge, Surface Preparation of the erected structure, initial painting with 1 (one) coat of ready mix Zinc Chromate followed by another 1 (one) coat of Zinc Chromate Red Oxide and finally covered with 2 (two) coats of ready mixed paint of approved colour/ shade and Load testing of bridge for critical IRC 70 R loading as per approved load test procedure, complete.
Supply, fitting and fixing in position true to line and level POT- PTFE Bearing of 250 MT capacity, consisting of a metal piston supported by a disc or un-reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/ fabricated structural steel, metal and elastomer elements complete as per IS: 2062, IS: 1030, AISI: 304, AISI: 316, IS: 6911, BS: 3784, IS: 3400, IS: 226, BS: 5400, Bridge code and as per approved drawings & specifications. Manufacturer's Design report shall be collected by the Contractor & got approved by the client before fitting & fixing. Inspection & test report shall be submitted by the contractor and got approved by the client prior to transportation from the manufacturer's premises.
POT-cum-PTFE Bearing (Free End)
POT Bearing- Fixed Type
POT-cum-PTFE Guided (L) Bearing
POT-cum-PTFE Guided (T) Bearing
Bidder Name
Amount in Words
M/s. Tama Fabrication Works
Urban Infraprojects Private Limited
Urban Infraprojects Private Limited
Urban Infraprojects Private Limited
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