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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.6 CrAdmitted-Finance 773 3 PRADYMNA APARTMENT LANE NO 09 BHANDARKAR ROAD DECCAN GYMKHANA PUNE 411 004 | PUNE | PUNE | MAHARASHTRA | 411004 | ₹53.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹54.3 CrAdmitted-Finance 42 4 1 DESHMUKH NAGAR JUNI MIDC ROAD GODOLI SATARA | ₹54.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹57.8 CrAdmitted-Finance | ₹57.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹63.2 CrAdmitted-Finance | ₹63.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹64.3 CrAdmitted-Finance RAM PLAZA NAVASHAKTI CHOWK BHABHA NAGAR NASHIK 422 011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | ₹64.3 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ms Deshmukh And Company L6 | SHREE GANESH CONSTRUCTION L2 | Pawar Patkar Constructions Pvt.Ltd. L5 | V H KHATRI CONSTRUCTION PRIVATE LIMITED L4 | Shankar Ramchandra Infra Pvt. Ltd L3 | Shri Swami Samarth Engineers Limited L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Sub Estimate No. 1 Construction Construction of PQC 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. | 9,693 | Cubic Meter | 130.5 ₹12.6 L | 120 ₹11.6 L | 130 ₹12.6 L | 62 ₹6.0 L | 117.8 ₹11.4 L | 92 ₹8.9 L |
| 1.02 | 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 50m.and spreading for embankment or stacking as directed. | 19,400 | Cubic Meter | 152.5 ₹29.6 L | 130 ₹25.2 L | 151 ₹29.3 L | 65 ₹12.6 L | 176.7 ₹34.3 L | 92 ₹17.8 L |
| 1.03 | 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. | 19,400 | Cubic Meter | 194.2 ₹37.7 L | 150 ₹29.1 L | 193 ₹37.4 L | 75 ₹14.6 L | 353.4 ₹68.6 L | 145 ₹28.1 L |
| 1.04 | 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. | 49,100 | Cubic Meter | 1,556.7 ₹7.6 Cr | 650 ₹3.2 Cr | 1,545 ₹7.6 Cr | 620 ₹3.0 Cr | 765 ₹3.8 Cr | 821 ₹4.0 Cr |
| 1.05 | 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 a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | 79,100 | Cubic Meter | 431.1 ₹3.4 Cr | 300 ₹2.4 Cr | 214 ₹1.7 Cr | 110 ₹87.0 L | 147 ₹1.2 Cr | 265 ₹2.1 Cr |
| 1.06 | 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) | 30,700 | Cubic Meter | 1,160.3 ₹3.6 Cr | 600 ₹1.8 Cr | 1,152 ₹3.5 Cr | 650 ₹2.0 Cr | 1,070 ₹3.3 Cr | 852 ₹2.6 Cr |
| 1.07 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. | 2,100 | Square Meter | 579.4 ₹12.2 L | 500 ₹10.5 L | 574 ₹12.1 L | 566 ₹11.9 L | 1,649 ₹34.6 L | 502 ₹10.5 L |
| 1.08 | Providing and laying Geocell-Techcell CE Marked a three dimensional honeycomb like cellular confinement system having weld spacing 356mm and cell depth 150mm of Techfab India, indigenously manufactured by blend of various polyethylene and additives, polyethylene strips ultrasonically welded consists of a multiple rhomboidal indentations over the entire strip on the prepared subgrade for subgrade stabilization by reinforcement and drainage application for roads, ground improvement work and erosion control of slopes etc. complete. (Specification: MORTH Section-700) with prior approval of concerned Superitending Engineer.a) TFI TechCell GeoCell-356x150 | 48,880 | Square Meter | 614.3 ₹3.0 Cr | 702 ₹3.4 Cr | 610 ₹3.0 Cr | 598.9 ₹2.9 Cr | 235 ₹1.1 Cr | 433 ₹2.1 Cr |
| 1.09 | 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 | 11,400 | Cubic Meter | 2,677.5 ₹3.1 Cr | 2,400 ₹2.7 Cr | 2,658 ₹3.0 Cr | 3,900 ₹4.4 Cr | 2,212 ₹2.5 Cr | 2,183 ₹2.5 Cr |
Tender Value
₹65.0 Cr
EMD Value
₹32.5 L
Closing Date
15 May 2026, 11:00 amClosed
Executive Engineer, MIDC,Civil Division,
Office of Executive Engineer, MIDC,Civil Division, Chinchwad,Pune
Talegaon Industrial Area... Construction of cement concrete approach road from Talegaon Industrial Area Phase-I to Phase-IV
2026_MIDC_1283944_1
38193
Open Tender
Civil Works
Talegaon
Please refer Tender documents.
15 documents required · 15 mandatory
₹30,680
₹32.5 L
Yes
Office of Chief Engineer, MIDC,Pune zone
12 Jun 2026
20 Apr 2026
18 May 2026
20 Apr 2026
15 May 2026
7 May 2026
20 Apr 2026 - 28 Apr 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub Estimate No. 1 Construction Construction of PQC 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. | 9,693 | Cubic Meter | - | - |
| 1.02 | 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 50m.and spreading for embankment or stacking as directed. | 19,400 | Cubic Meter | - | - |
| 1.03 | 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. | 19,400 | Cubic Meter | - | - |
| 1.04 | 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. | 49,100 | Cubic Meter | - | - |
| 1.05 | 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 a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | 79,100 | Cubic Meter | - | - |
| 1.06 | 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) | 30,700 | Cubic Meter | - | - |
| 1.07 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. | 2,100 | Square Meter | - | - |
| 1.08 | Providing and laying Geocell-Techcell CE Marked a three dimensional honeycomb like cellular confinement system having weld spacing 356mm and cell depth 150mm of Techfab India, indigenously manufactured by blend of various polyethylene and additives, polyethylene strips ultrasonically welded consists of a multiple rhomboidal indentations over the entire strip on the prepared subgrade for subgrade stabilization by reinforcement and drainage application for roads, ground improvement work and erosion control of slopes etc. complete. (Specification: MORTH Section-700) with prior approval of concerned Superitending Engineer.a) TFI TechCell GeoCell-356x150 | 48,880 | Square Meter | - | - |
| 1.09 | 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 | 11,400 | Cubic Meter | - | - |
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