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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | -7.60% | ₹2.7 L | L1 | Admitted-Finance |
Updated dates
Tender Value
₹2.9 L
EMD Value
₹5,780
Closing Date
7 Mar 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Ramban
Executive Engineer PMGSY Division Ramban HQ Batote
PROVIDING AND ERECTING OF W METAL BEAM CRASH BARRIER along with Parapets on Karol to Kumait Road Stage-II Pkg No JK04-226 in KM 26th RD 600-1000 in stretches
2026_JKRRD_146692_1
e NIT No EE/PMGSY/DR/63 of 2025_26 Dated_ 17/02/2026
Open Tender
Civil Works - Roads
20 days
Executive Engineer PMGSY Division Ramban
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY Division Ramban
₹5,780
Executive Engineer PMGSY Division Ramban HQ Batote
11 Mar 2026
17 Feb 2026
9 Mar 2026
17 Feb 2026
7 Mar 2026
18 Feb 2026
2 Mar 2026
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high 1.1 m below ground /road level all steel parts and fitments to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long installed in PCC-1:2:4 mix of size 300 mm x 300 mm x 1100 mm complete as per MORTH specifications including soldering welding of the crash barrier to nuts and bolts to make it anti-theft and carriages of all materials from source to site of work, complete job.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) Parapets
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Carriage of sand from source to site of work for an avg. lead of 130 km by MT including loading/unloading complete
Carriages of Stone Aggregate from source to site of work by MT for an average lead of 30.00 km including loading and unloading complete
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