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Tender Value
₹2.9 L
EMD Value
₹8,790
Closing Date
31 Aug 2026, 6:00 pm3d left
Office of the Executive Engineer REW Anantnag
Office of the Executive Engineer REW Anantnag
CONSTRUCTION OF CROSSING AT TULKHAN GANTBANJAR BLOCK BIJBEHARA
2026_RDPR_322138_5
ENIT99of2026-27
Open Tender
Civil Works
Percentage
30 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Office of the Executive Engineer REW Anantnag
₹8,790
24 Aug 2026
24 Aug 2026
1 Sept 2026
24 Aug 2026
31 Aug 2026
24 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 | e/w in excavation by mechanical means in trenches for foundations inc disposal of excavated material within normal lead and lift cj | - | Cum | - | - |
| 0.0 | p/l of stone solling tightly hand packed nallah stone boulders inc carriage cj | 1 | Cum | 1 | ₹1 |
| 0.0 | P/L cement concrete of specified grade excluding the cost of centering & shuttering using M15 mix. (1:2:4) and by using 20 mm crushed aggregates. | - | Cum | 1 | - |
| 0.0 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 0.0 | providing and fixing of formwork inc its removal (sub to actual) | - | sqm | - | - |
| 0.0 | structural steel work in built up sections inc cutting hoisting welding etc and an approved coat of steel primer cj | - | kgs | - | - |
| 0.0 | Reinforcement of RCC works including straightening, cutting, bending placing in position and binding all complete. TMT bars | 1 | kgs | - | - |
| 0.0 | carriage of materials by M.T | - | - | - | - |
| 0.9 | sand 05km | 1 | cum | - | - |
| 0.9 | aggregates 15km | - | cum | - | - |
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