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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.4 LAccepted-AOC BANKOOT TEHSIL BANIHAL DISTRICT RAMBAN | RAMBAN | JAMMU KASHMIR | ₹1.4 L | l1 | Accepted-AOC Accepted |
| 2 | L2₹1.5 LRejected-Finance | ₹1.5 L | L2 | Rejected-Finance Reject |
| 3 | L3₹1.5 LRejected-Finance | ₹1.5 L | L3 | Rejected-Finance Reject |
| 4 | L4₹1.8 LRejected-Finance | ₹1.8 L | L4 | Rejected-Finance Reject |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.6 L
EMD Value
₹5,120
Closing Date
10 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
EXECUTIVE ENGINEER PMGSY DIV BANIHAL
Khari Sharbagni to Shagan Road under SASCI
2026_JKRRD_147179_15
NIT NO. 01 OF 2026-27 DATED 02-04-2026
Open Tender
Civil Works - Roads
180 days
Khari Sharbagni to Shagan Road under SASCI
Khari Sharbagni to Shagan Road under SASCI
2 documents required · 2 mandatory
₹200
₹5,120
Yes
2 May 2026
2 Apr 2026
11 Apr 2026
2 Apr 2026
10 Apr 2026
2 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 |
|---|---|---|---|---|---|
| ###0.00;###0.00 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lift upto 3m.(Ordinary soil) | 16.12 | Cum | - | - |
| ###0.00;###0.00 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lift upto 3m.(Ordinary Rock) | 6.91 | Cum | - | - |
| ###0.00;###0.00 | Providing and laying of Gabion of mechanically woven double twisted hexagonal wire mesh gabion type zinc coated meah type 100 mm x x120 mm mesh wire dia 2.70 mm, salvage wire dia 3.40 mm, lacing wire dia 2.20 mm laid with stone boulders weighing not less than 12.5 kg each as per drawing and technical specification including all carriages. | 69.12 | Cum | - | - |
| ###0.00;###0.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification including all carriages. | 8.25 | Cum | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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BOQ_229034.xls
BOQ • 5.45 MB
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