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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 CrAccepted-AOC | ₹12.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹12.5 CrRejected-AOC | ₹12.5 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹13.9 CrRejected-AOC 710 SPOT 18 7TH FLOOR PIMPLE SAUDAGAR PUNE | PUNE | PUNE | MAHARASHTRA | ₹13.9 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹15.3 CrRejected-AOC | ₹15.3 Cr | L4 | Rejected-AOC L4 |
| 5 | Rejected-Technical PIMPRI PUNE | PIMPRI | MAHARASHTRA | - | - | Rejected-Technical The supporting documents submitted for the slip form concrete road paver are not acceptable. |
| Sl No | Description | Qty | Unit | RMK Infrastructure Pvt.Ltd. L2 | Ajwani Infrastructure Pvt. Ltd. L4 | Jay Malhar Industrial Services L1 | Shree Associates Infraventures Limited L3 |
|---|---|---|---|---|---|---|---|
| 1.00Sub Estimate No. 1 Etimate Construction CC Road | |||||||
| 1.01 | 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. | 5,590 | Cubic Meter | 90 ₹5.0 L | 115 ₹6.4 L | 101 ₹5.6 L | 130 ₹7.3 L |
| 1.02 | Excavation for roadway in soft rock, 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 or stacking as directed. | 3,400 | Cubic Meter | 120 ₹4.1 L | 175 ₹6.0 L | 169 ₹5.7 L | 194.7 ₹6.6 L |
| 1.03 | Excavation for roadway in hard rock by wedging and chiselling or line drilling 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. | 5,880 | Cubic Meter | 650 ₹38.2 L | 1,400 ₹82.3 L | 958 ₹56.3 L | 950 ₹55.9 L |
| 1.04 | Providing earth work in embankment with approved materials obtained from other sources upto all leads 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) | 18,980 | Cubic Meter | 750 ₹1.4 Cr | 1,100 ₹2.1 Cr | 790 ₹1.5 Cr | 950 ₹1.8 Cr |
| 1.05 | Watering to optimum moisture content and rolling to maximum dry density by roller to the final formation of road in cutting in soil and murum.With vibratory roller | 6,079 | Square Meter | 10 ₹60,790 | 10 ₹60,790 | 5 ₹30,395 | 10 ₹60,790 |
| 1.06 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for all lead inclusive, from the site of excavation to the site of deposition as directed. | 11,530 | Cubic Meter | 175 ₹20.2 L | 400 ₹46.1 L | 259 ₹29.9 L | 300 ₹34.6 L |
| 1.07 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. | 100 | Square Meter | 550 ₹55,000 | 580 ₹58,000 | 355 ₹35,500 | 581.98 ₹58,198 |
| 1.08 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 3,090 | Cubic Meter | 2,100 ₹64.9 L | 2,600 ₹80.3 L | 2,203 ₹68.1 L | 2,100 ₹64.9 L |
| 1.09 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | 3,090 | Cubic Meter | 2,200 ₹68.0 L | 2,600 ₹80.3 L | 2,285 ₹70.6 L | 2,100 ₹64.9 L |
Tender Value
₹15.9 Cr
EMD Value
₹8.0 L
Closing Date
27 Apr 2026, 11:00 amClosed
Executive Engineer, MIDC,Civil Division,
Office of Executive Engineer, MIDC,Civil Division,Chinchwad,Pune
DC Work...Indrayani Industrial estate, Takawe Budruk, Ta. Maval, Dist. Pune....Providing Infrastructure Facilities. Construction of C C road ,drainage work, Storm water gutters and Compound wall.
2026_MIDC_1292012_1
36651
Open Tender
Civil Works
Takawe Budruk, Ta. Maval, Dist. Pune
Please refer Tender documents.
14 documents required · 14 mandatory
₹30,680
₹8.0 L
1 Jun 2026
2 Apr 2026
28 Apr 2026
2 Apr 2026
27 Apr 2026
17 Apr 2026
2 Apr 2026 - 7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub Estimate No. 1 Etimate Construction CC Road | |||||
| 1.01 | 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. | 5,590 | Cubic Meter | - | - |
| 1.02 | Excavation for roadway in soft rock, 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 or stacking as directed. | 3,400 | Cubic Meter | - | - |
| 1.03 | Excavation for roadway in hard rock by wedging and chiselling or line drilling 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. | 5,880 | Cubic Meter | - | - |
| 1.04 | Providing earth work in embankment with approved materials obtained from other sources upto all leads 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) | 18,980 | Cubic Meter | - | - |
| 1.05 | Watering to optimum moisture content and rolling to maximum dry density by roller to the final formation of road in cutting in soil and murum.With vibratory roller | 6,079 | Square Meter | - | - |
| 1.06 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for all lead inclusive, from the site of excavation to the site of deposition as directed. | 11,530 | Cubic Meter | - | - |
| 1.07 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. | 100 | Square Meter | - | - |
| 1.08 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 3,090 | Cubic Meter | - | - |
| 1.09 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | 3,090 | Cubic Meter | - | - |
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