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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.0 LAdmitted-Finance | -42.32% | ₹45.0 L | L1 | Admitted-Finance |
| 2 | L2₹46.9 LAdmitted-Finance | -39.89% | ₹46.9 L | L2 | Admitted-Finance |
| 3 | L3₹47.2 LAdmitted-Finance | -39.51% | ₹47.2 L | L3 | Admitted-Finance |
| 4 | L4₹49.2 LAdmitted-Finance | -36.86% | ₹49.2 L | L4 | Admitted-Finance |
| 5 | L5₹53.8 LAdmitted-Finance | -31.00% | ₹53.8 L | L5 | Admitted-Finance |
Tender Value
₹78 L
EMD Value
₹1.6 L
Closing Date
10 Feb 2026, 6:00 pmClosed
Er. Sanjeev Sharma
XEN PWd Akhnoor
BOQ
2026_PWDJK_300993_1
e-NIT No. 61 of 2025-26 Dated 20-01-2026
Open Tender
Civil Works
180 days
Pargwal
NIT
2 documents required · 2 mandatory
₹1,500
XEN PWd Akhnoor
₹1.6 L
21 Feb 2026
21 Jan 2026
11 Feb 2026
21 Jan 2026
10 Feb 2026
21 Jan 2026
Soil Investigation, drawing, designing and construction of 12 mtr (clear span ) single lane deck type plate girder bridge over Beli nallah at Rangpur to Jamana Bela with sub-structure (RCC abutments bearing caps, suitable bearings, dirt walls, return walls, river protection works etc. complete) including,dowel bars dewatering and making alternative way ( Temporary Diversion) for traffic movement at the time of construction all complete and superstructure ( steel plate girders with RCC deck slab, expansion joints, wearing course as per morth specification with stiffeners bottorn and cross bracings with suitable rivetted/bolted/welded arrangements, including fabrication, launching of steel components of super structure wheel guards with RCC crash barriers drainage spouts, and 15.00 mtr long approach walls on both sides with RBM/NBM filling WBM GR II, III AND 50 MM THICK BM and 25 mm thick OGPC and 60 no. T-wire crates of size ( 6 m x 1.2 m x 1.2 m ) on upstream and downstream side for river protection etc. it also includes provision for connecting bridge Utility ducts, nting/greasing of steel and RCC components/joints,necessary marking/signs/sign boards etc. contractor shall get the bridge alongwith bridge components designed and shall get the same vetted from DIQC/NIT/IIT/GCET .The design should strictly be based upon mandatory tests such as sub soil exploration tests requisite bearing capacity tests, surface and sub- surface geotechnical investigation study tests/report from geology and mining department JKUT which shall be got conducted by the contractor. the construction of diversion and its maintenance during execution shall be the responsibality of the contractor, moreover Relevant codes, MORTH, IRC Specification are to adhered with.
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