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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | -41.66% | ₹7.0 L | L1 | Admitted-Finance |
| 2 | L2₹7.0 LAdmitted-Finance | -41.30% | ₹7.0 L | L2 | Admitted-Finance |
| 3 | L3₹7.1 LAdmitted-Finance | -41.10% | ₹7.1 L | L3 | Admitted-Finance |
| 4 | L4₹7.3 LAdmitted-Finance | -38.86% | ₹7.3 L | L4 | Admitted-Finance |
| 5 | L5₹7.6 LAdmitted-Finance | -36.99% | ₹7.6 L | L5 | Admitted-Finance |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Div Budhal
Office of the Executive Engineer PMGSY Div Budhal
Permanent Restoration of road from L026-Saaj to Khokher Mohra, Pkg No. JK12-341, Length-03.80 Kms
2026_JKRRD_147398_20
EE/PMGSY/B /06 Date.28.04-2026
Open Tender
CIVIL
Budhal
Permanent Restoration of road from L026-Saaj to Khokher Mohra, Pkg No. JK12-341, Length-03.80 Kms
2 documents required · 2 mandatory
₹600
Yes
Office of the Executive Engineer PMGSY Div Budhal
₹24,000
Yes
Office of the Executive Engineer PMGSY Div Budhal
9 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
4 May 2026
28 Apr 2026
30 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: AKS | 194.36 | Cum | 256.85 | ₹49,921.37 | item 03 |
| 2 | 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 20 mm nominal size) | 9.45 | Cum | 5,733.6 | ₹54,182.52 | item 04 |
| 3 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 26.73 | Cum | 6,591.25 | ₹1,76,184.11 | item 04 |
| 4 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 2.14 | Cum | 7,275.25 | ₹15,569.04 | item 04 |
| 5 | Stone filling hand packedin horizantal on level including costof stone behind R/Wall | 24 | Cum | 937.9 | ₹22,509.6 | item 04 |
| 6 | Polygonal/Random Rubble masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth width cement mortar 1:6 | 81.13 | Cum | 5,402.6 | ₹4,38,312.94 | item 04 |
| 7 | Polygonal/Random Rubble masonary laid dry uncoursed brought to course in foundation and plinth with bound stone | 86.31 | Cum | 3,262.1 | ₹2,81,551.85 | item 04 |
| 8 | Slip/Drain clearance in In soils; mixed with Kankar/shingle/boulders/mour-m disposal lead upto 50 m and lift upto 1.5 m. | 45 | Cum | 331.15 | ₹14,901.75 | item 04 |
| 9 | Disposal of Surplus excavated Mulba for an avg.distance of | 77.5 | Cum | 160.93 | ₹12,472.08 | item 05 |
| 10.1 | Sand for an average distance of 150 km by MT | 44.3 | Cum | 1,845.14 | ₹81,739.7 | item 18 |
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