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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹117.9 CrAdmitted-Finance | ₹117.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹120.9 Cr+₹3.0 Cr (2.53%)Admitted-Finance NIKHIL GROUP BEHIND ICC TOWERS NEAR JW MARIOTT SHRI SHIVAJI CHS P NO 65 SENAPATI BAPAT ROAD PUNE MAHARASHTRA 411016 PUNE MAHARASHTRA INDIA 411016 | PUNE | MAHARASHTRA | 411016 | ₹120.9 Cr+₹3.0 Cr (2.53%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Nikhil Constructiongroup Private Limited L2 | Shankar Ramchandra Infra Pvt. Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | A1) Clearing grass and removal of rubbish up to a distance of 50 metre outside the periphery of the area . | 14,000 | One Square Metre | 4.93 ₹69,020 | 4.8 ₹67,200 Lowest |
| 2.00 | A2) Picking the Black Top road surface including sectioning complete. | 26,250 | One Square Metre | 63.11 ₹16,56,637.5 | 61.6 ₹16,17,000 Lowest |
| 3.00 | A3) M 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 50 metre and spreading for embankment or stacking as directed. | 1,955.93 | One Cubic Metre | 158.48 ₹3,09,975.79 | 154.7 ₹3,02,582.37 Lowest |
| 4.00 | A4) Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | 37,162.87 | One Cubic Metre | 184.74 ₹68,65,468.6 | 180.7 ₹67,15,330.61 Lowest |
| 5.00 | A5) 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. | 420 | One Cubic Metre | 159.1 ₹66,822 | 154.7 ₹64,974 Lowest |
| 6.00 | A6) Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 7,980 | One Cubic Metre | 185.5 ₹14,80,290 | 180.7 ₹14,41,986 Lowest |
| 7.00 | A7) Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with power roller. | 3,321.9 | One Cubic Metre | 120.76 ₹4,01,152.64 | 118.3 ₹3,92,980.77 Lowest |
| 8.00 | A8) Supplying hard murum at the road site including conveying and stacking complete. | 4,370.96 | One Cubic Metre | 582.08 ₹25,44,248.4 | 565.5 ₹24,71,777.88 Lowest |
| 9.00 | A9) Spreading the hard murum for side width complete. | 6,627.96 | One Cubic Metre | 104.99 ₹6,95,869.52 | 102.7 ₹6,80,691.49 Lowest |
| 10.00 | A10) Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete. | 14,000 | One Square Metre | 27.85 ₹3,89,900 | 27.3 ₹3,82,200 Lowest |
Tender Value
₹102.3 Cr
EMD Value
₹51.1 L
Closing Date
6 Aug 2026, 6:15 pmClosed
Executive Engineer.P.W.South Division Pune-1
Executive Engineer.P.W.South Division Pune-1
(1) Improvement to Ambavane Saltar Bhambarde Pipari Vandre Nive Road (MDR 24), Km 0/00 to 7/00, Taluka Muslhi, Dist. Pune (Ambavane to Tailbail) and other Eight Works
2026_PWDRP_1318815_1
E Tender Notice No.19 for 2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Bhor
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹51.1 L
Chief Engineer P.W.REGION PUNE on 20.7.2026 at 12.
24 Aug 2026
17 Jul 2026
7 Aug 2026
17 Jul 2026
6 Aug 2026
17 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | A1) Clearing grass and removal of rubbish up to a distance of 50 metre outside the periphery of the area . | 14,000 | One Square Metre | - | - |
| 2 | A2) Picking the Black Top road surface including sectioning complete. | 26,250 | One Square Metre | - | - |
| 3 | A3) M 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 50 metre and spreading for embankment or stacking as directed. | 1,955.93 | One Cubic Metre | - | - |
| 4 | A4) Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | 37,162.87 | One Cubic Metre | - | - |
| 5 | A5) 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. | 420 | One Cubic Metre | - | - |
| 6 | A6) Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 7,980 | One Cubic Metre | - | - |
| 7 | A7) Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with power roller. | 3,321.9 | One Cubic Metre | - | - |
| 8 | A8) Supplying hard murum at the road site including conveying and stacking complete. | 4,370.96 | One Cubic Metre | - | - |
| 9 | A9) Spreading the hard murum for side width complete. | 6,627.96 | One Cubic Metre | - | - |
| 10 | A10) Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete. | 14,000 | One Square Metre | - | - |
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