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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.1 LAccepted-AOC | ₹29.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹31.4 L+₹2.3 L (7.79%)Rejected-Finance | ₹31.4 L+₹2.3 L (7.79%) | L2 | Rejected-Finance Rejected as L3 |
| 3 | L3₹37.0 L+₹8.0 L (27.3%)Rejected-Finance | ₹37.0 L+₹8.0 L (27.3%) | L3 | Rejected-Finance Rejected as L3 |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
1 Aug 2026, 5:00 pmClosed
Executive Engineer
PMGSY Division Kupwara
Permanent restoration of Chitterkote Gundigujran road Package No JK0871
2026_KSRRD_148823_2
06/EE/PMGSY/KUP/eNIT of 2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
Kupwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
₹1 L
Yes
10 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
1 Aug 2026
27 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by manual means 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:All kinds of soil : | 336.15 | Cum | 420.25 | ₹1,41,267.04 |
| 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) | 112.5 | Cum | 5,277.19 | ₹5,93,683.88 |
| 3 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates | 1,053.27 | cum | 2,396.05 | ₹25,23,687.58 |
| 4 | Crates made of Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire
diameter 2.70/3.70 mm (ID/OD). | 2,106.54 | sqm | 252.22 | ₹5,31,311.52 |
| 5 | Stone boulder 50mm to 200mm for backfilling behind the walls | 381.15 | cum | 668.9 | ₹2,54,951.24 |
| 6 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical | 136.5 | cum | 1,285.59 | ₹1,75,483.03 |
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BOQ_234068.xls
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