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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | -9.00% | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 CrAdmitted-Finance | -5.00% | ₹2.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.4 CrAdmitted-Finance | +6.00% | ₹2.4 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical refer to the technical summary sheet |
| 5 | Rejected-Technical BASHAT CHENANI TEH CHENANI DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | - | - | - | Rejected-Technical refer to the technical summary sheet |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
5 Aug 2026, 5:00 pmClosed
Superintending Engineer PMGSY Circle Batote
Superintending Engineer PMGSY Circle Batote
Permanent Restoration of road from Shiwas to Forest Block Gandhari road, Kundal to Afani road and Kwar to Cheerji road
2026_JKRRD_148692_4
E-NIT NO. PMGSY/SE/B/20 of 2026-27 dated 15-07-2026
Open Tender
Civil Works - Roads
Percentage
180 days
Superintending Engineer PMGSY Circle Batote
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.6 L
Yes
Superintending Engineer PMGSY Circle Batote
25 Aug 2026
15 Jul 2026
7 Aug 2026
15 Jul 2026
5 Aug 2026
16 Jul 2026
16 Jul 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 |
|---|---|---|---|---|---|
| 0.0 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for
foundations, 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: All kinds of soil : | 2,333.69 | cum | 256.85 | ₹5,99,408.28 |
| 0.0 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge. Hard Rock Blasting Prohabited | 105.6 | cum | 1,128.75 | ₹1,19,196 |
| 0.0 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for
foundations, 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: All kinds of soil 70% Ordinary Rock 20% Hard Rock 10% | 381.64 | cum | 398.09 | ₹1,51,927.07 |
| 0.0 | 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) | 81.77 | cum | 6,591.25 | ₹5,38,966.51 |
| 0.0 | 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) | 467.2 | cum | 5,673.4 | ₹26,50,612.48 |
| 0.0 | 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) | 40.45 | cum | 5,733.6 | ₹2,31,924.12 |
| 0.0 | Providing and laying in position specified grade of reinforced cement concrete including
curing but excluding the cost of centering, shuttering, finishing and reinforcement. All
works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 4.8 | cum | 7,104.35 | ₹34,100.88 |
| 0.0 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and
curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) | 969.85 | cum | 5,402.9 | ₹52,40,002.56 |
| 0.0 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and
curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Labour Rate | 20.28 | cum | 4,597.9 | ₹93,245.41 |
| 0.0 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. | 862.67 | Sqm | 2,793.8 | ₹24,10,127.45 |
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