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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | -37.50% | ₹1.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | -36.10% | ₹1.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | -34.75% | ₹1.3 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | -33.89% | ₹1.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer Rew Baramulla
REW BARAMULLA
Construction of P-Bund near Middle School, Gujjar Pati, Fresdub P/H Hudpora ADP(PRI, 2026-27,BLOCK BARAMULLA)
2026_RDPR_319571_16
184/Xen/Rew/Bla/2026-27 Dated 05/08/2026
Open Tender
Civil Works
Percentage
45 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Baramulla
₹4,000
27 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
11 Aug 2026
5 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in foundation trenches or drains (not exceeding 1.5M in width as well as 10Sqm on plan) including dressing of sides ramming of bottoms lift up to 1.5M including getting out the excavated soil and disposal of surplus excavated soil within a lead of 1 M from edge of cutting | 21.95 | cum | - | - |
| 2 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) incl carraige of material | 15.8 | cum | - | - |
| 3 | Dry random rubble masonry with hard stone in foundation and plinth:With bond stone incl carraige of material | 13.06 | cum | - | - |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth:With bond stone incl carraige of material (Avaible at site material) | 13.06 | cum | - | - |
| 5 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 28.5 | sqm | - | - |
| 6 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing | 41 | sqm | - | - |
| 9 | P/F of information sign board and site photographs. | - | Job | - | - |
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