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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | -48.91% | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 LAdmitted-Finance | -43.56% | ₹8.4 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15.0 L
EMD Value
₹29,920
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_314220_14
24 of 2026-27
Open Tender
Civil Works
Percentage
Executive Engineer PWD RnB Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RnB Division Banihal
₹29,920
27 Aug 2026
2 Jul 2026
28 Jul 2026
2 Jul 2026
27 Jul 2026
2 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 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 All kinds of soil : | 158.82 | cum | 187.3 | ₹29,746.99 |
| 0.0 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh
perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 397.44 | cum | 3,093.3 | ₹12,29,401.15 |
| 0.0 | Filling behind crate walls including cost of stones | 56.52 | cum | 937.9 | ₹53,010.11 |
| 0.0 | Carriage of Material by Mechnical Transport including loading, Unloading and stacking at site: i) Stone for an avg lead of 15 Km by MT | 453.96 | cum | 405.31 | ₹1,83,994.53 |
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