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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.7 L+₹414.07 (0.24%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹1.9 L+₹15,941.63 (9.36%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.1 L
EMD Value
₹6,210
Closing Date
10 Aug 2026, 6:00 pmClosed
office of the executive engineer rew ang
office of the executive engineer rew ang
CONSTRUCTION OF PROTECTION BUND WITH CROSSING NEAR HOUSE OF GULZAR AHMAD WANI AND ABDUL RASHID WANI ONWARDS BLOCK VESSU
2026_RDPR_319100_49
ENIT84of2026-27
Open Tender
Civil Works
Percentage
30 days
anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
office of the executive engineer rew ang
₹6,210
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 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 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-in- charge:
15.2.1 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 0.0 | 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: | - | cum | - | - |
| 0.0 | S/P of Stone Soling hand packed tightly in bed including levelling & ramming. | 1 | cum | - | - |
| 0.0 | P/L in position of cement concrete of specified grade excluding the cost of centring and shuttering 1:3:6 by using 20mm nominal size agg | - | cum | - | - |
| 0.0 | P/L in position of reinforced cement concrete for slab 1:1.5:3 by using 20mm Nominal size Agg. | 1 | cum | 1 | ₹1 |
| 0.0 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level
5.22.1 Mild steel and medium tensile steel bars | - | Qtl | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 0.0 | Suspended floor | - | sqm | - | - |
| 0.0 | GSB/stone soling back filling | 1 | cum | - | - |
| 0.0 | carriage of materials by MT | - | - | - | - |
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BOQ_1056199.xls
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