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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹10.2 L+₹11,253.61 (1.12%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹10.2 L+₹13,060.61 (1.30%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical | - | Rejected-Technical 4 work in hand , Quantity certificate not submitted | ||
| 5 | Rejected-Technical | - | Rejected-Technical Affidivate stamp not valid |
Tender Value
₹10.0 L
EMD Value
₹10,039
Closing Date
14 Aug 2026, 6:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Z.P.Pune WellaslayRd.Camp pune 01
33. Constration Of Road Kurwandi Kolharwadi Shiv Road Peth Kurwandi Road To Zobar Gawade Nagar Road Village Kurwandi Tal.Ambegao Dist .Pune 1003890
2026_RDPUN_1325953_33
ZPPune/North/e-Tender/7/26-27
Open Tender
Civil Works - Roads
Percentage
100 days
Z.P.Pune WellaslayRd.Camp pune 01
As per Tender Notice
10 documents required · 10 mandatory
₹590
₹10,039
Yes
9 Oct 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 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 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | 140 | Cubic Metre | 119 | ₹16,660 |
| 2 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 128.52 | Cubic Metre | 119 | ₹15,293.88 |
| 3 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | 134.26 | Cubic Metre | 91 | ₹12,217.66 |
| 4 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | 124.95 | Cubic Metre | 1,000.98 | ₹1,25,072.45 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | 176.71 | Cubic Metre | 2,705.22 | ₹4,78,050.25 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | 80.33 | Cubic Metre | 2,657.34 | ₹2,13,450.84 |
| 7 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 85.68 | Cubic Metre | 638.32 | ₹54,691.26 |
| 8 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | 85.68 | Cubic Metre | 79 | ₹6,768.72 |
| 9 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | 428.4 | Square Metre | 21 | ₹8,996.4 |
| 10 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. | 22.5 | Running Metre | 2,787.81 | ₹62,725.73 |
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