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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | -33.89% | ₹1.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.4 LAdmitted-Fee/PreQual/Technical/Finance | -31.13% | ₹1.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.4 LAdmitted-Fee/PreQual/Technical/Finance | -30.00% | ₹1.4 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.4 LAdmitted-Fee/PreQual/Technical/Finance | -29.00% | ₹1.4 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.0 L
EMD Value
₹3,940
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer Rew Baramulla
REW BARAMULLA
Development of Road from main Road to Shikari Mohalla along with P-bund at Veernar ,hudpora under ADF(PRI) for year 2026-27 ,P/H Hudpora , Block Baramulla
2026_RDPR_319571_15
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
₹3,940
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 | 14.3 | 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 | 10.3 | sqm | - | - |
| 3 | Dry random rubble masonry with hard stone in foundation and plinth:With bond stone incl carraige of material | 17.02 | cum | - | - |
| 4 | 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 | 18.77 | cum | 1 | ₹18.75 |
| 5 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing | 28.16 | sqm | - | - |
| 6 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 55.76 | sqm | - | - |
| 7 | Providing,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density incl all carraiges from yuwan 64 km lead | 14.16 | cum | 1 | ₹14.15 |
| 11 | P/F of information sign board and site photographs. | - | Job | - | - |
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BOQ_1059117.xls
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