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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Fee/PreQual/Technical/Finance | -18.11% | ₹8.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.2 L+₹11,003.12 (1.36%)Admitted-Fee/PreQual/Technical/Finance | -17.00% | ₹8.2 L+₹11,003.12 (1.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.6 L+₹47,680.19 (5.87%)Admitted-Fee/PreQual/Technical/Finance | -13.30% | ₹8.6 L+₹47,680.19 (5.87%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.7 L+₹57,592.92 (7.09%)Admitted-Fee/PreQual/Technical/Finance | -12.30% | ₹8.7 L+₹57,592.92 (7.09%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹8.8 L+₹69,488.18 (8.56%)Admitted-Fee/PreQual/Technical/Finance | -11.10% | ₹8.8 L+₹69,488.18 (8.56%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹11.7 L
EMD Value
₹23,392
Closing Date
20 Aug 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of Link road from NH to Health Sub Centre vailoo
2026_PWDJK_320851_3
ENIT36DivisionVailoo26-27
Open Tender
Civil Works
Percentage
90 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Centralized Designated pooling Account
₹23,392
22 Aug 2026
13 Aug 2026
21 Aug 2026
13 Aug 2026
20 Aug 2026
13 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 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 30 cm girth upto and including 60 cm girth. | - | No | 0.6 | - |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth. | - | No | 1 | - |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: Ordinary Rock | 1 | Cum | 0.2 | ₹0.2 |
| 4 | P/L dry Stone Soling (100mm size) hand packed (quarry) & Consolidated with hand rammers complete job. | - | Cum | 0.2 | - |
| 5 | Providing and laying in position cement concrete of 1:4:8 ratio excl cost of centering shuttering and carriage all work in foundation using coarse sand and 40 mm nominal size aggregate complete job. | - | Cum | 0.4 | - |
| 6 | Dry random rubble masonry in 100x 100 mm mesh size G,I wire crate moade of 5mm dia G.I wire using quarry stone incl wrapping/tightening of wire crate and binding wirw create after stone work incl cost of all material involved (crates and stone) and carriage of same upto site work complete. | 1 | Cum | 0.4 | ₹0.4 |
| 7 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) | 1 | Cum | 0.8 | ₹0.8 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns | - | Sqm | 0.8 | - |
| 9 | Carriage of sand/Stone aggregates average lead 30Km by MT | - | Cum | 0.2 | - |
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