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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 CrAccepted-AOC 42 4 1 DESHMUKH NAGAR JUNI MIDC ROAD GODOLI SATARA | ₹14.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹14.7 CrRejected-AOC 11 JAWAHAR NAGAR PUNE UNIVERSITY ROAD GANESHKHIND PUNE 411016 | PUNE | MAHARASHTRA | 411016 | ₹14.7 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹14.8 CrRejected-AOC PIMPRI PUNE | PIMPRI | MAHARASHTRA | ₹14.8 Cr | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical PQ D not as per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical PQA PQB PQE PQF not As per NIT |
| Sl No | Description | Qty | Unit | H C KATARIA L3 | SHREE GANESH CONSTRUCTION L1 | INGAWALE PATIL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00Sub Estimate No. : Widening and upgradation to concrete road (Mangrul 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. | 540 | Cubic Meter | 106.47 ₹57,493.80 | 104 ₹56,160 | 123 ₹66,420 |
| 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. | 810 | Cubic Meter | 124.34 ₹1.0 L | 121 ₹98,010 | 144 ₹1.2 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. | 810 | Cubic Meter | 158.32 ₹1.3 L | 154 ₹1.2 L | 468 ₹3.8 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. | 540 | Cubic Meter | 1,269.43 ₹6.9 L | 1,240 ₹6.7 L | 1,475 ₹8.0 L |
| 1.05 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 429 | Cubic Meter | 185.35 ₹79,515.15 | 180 ₹77,220 | 215 ₹92,235 |
| 1.06 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means | 501 | Cubic Meter | 469.18 ₹2.4 L | 457 ₹2.3 L | 544 ₹2.7 L |
| 1.07 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means | 501 | Cubic Meter | 924.95 ₹4.6 L | 902 ₹4.5 L | 1,074 ₹5.4 L |
| 1.08 | 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. | 1,647 | Cubic Meter | 351.57 ₹5.8 L | 343 ₹5.6 L | 408 ₹6.7 L |
| 1.09 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc complete. Using machine like Writgen (W100) or equivalent | 9,389 | Square Meter | 35.82 ₹3.4 L | 63 ₹5.9 L | 46 ₹4.3 L |
Tender Value
₹18.2 Cr
EMD Value
₹9.1 L
Closing Date
13 Oct 2025, 11:00 amClosed
Executive Engineer, MIDC,Civil Division,
Office of Executive Engineer, MIDC,Civil Division, Chinchwad,Pune
Talegaon Industrial Area, Ph -I.. Widening and upgradation of Service road (Mangrul Road ) and Jackwell road along RWRM to concrete pavement at Talegaon Industrial Area, Ph-I.
2025_MIDC_1220198_1
37009
Open Tender
Civil Works
Talegaon
Please refer Tender documents.
15 documents required · 15 mandatory
₹30,680
₹9.1 L
14 Nov 2025
19 Sept 2025
13 Oct 2025
19 Sept 2025
13 Oct 2025
3 Oct 2025
19 Sept 2025 - 25 Sept 2025
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