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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | -27.50% | ₹3.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.8 LAdmitted-Finance | -25.20% | ₹3.8 L | L2 | Admitted-Finance |
| 3 | L3₹3.8 LAdmitted-Finance | -25.00% | ₹3.8 L | L3 | Admitted-Finance |
| 4 | L4₹3.9 LAdmitted-Finance | -22.33% | ₹3.9 L | L4 | Admitted-Finance |
| 5 | L5₹4.0 LAdmitted-Finance | -20.80% | ₹4.0 L | L5 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
12 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
Crash Barrier on Ukhral to Senebati Road upto Gujrara, Package No JK193004
2026_JKRRD_148884_1
NIT NO. 08 OF 2026-27 Dated 05-08-2026
Open Tender
Civil Works - Roads
Percentage
30 days
Crash Barrier on Ukhral to Senebati Road upto Gujr
Crash Barrier on Ukhral to Senebati Road upto Gujrara, Package No JK193004
2 documents required · 2 mandatory
₹500
₹10,000
Yes
25 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 Upto 3 m depth Ordinary soil @ 80 % and Ordinary rock @ 20 % | - | Cum | 304.18 | - |
| 2 | Providing concrete for plain cement concrete in open foundations P.C.C grade M 15 Nominal mix (1:3:6 ) mix including all carriages | - | Cum | 6,395.03 | - |
| 3 | 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 be galvanised by hot dip process, all fittings 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 complete as per clause 810 | - | Mtr | 4,410 | - |
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BOQ_234217.xls
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