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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47 CrAccepted-AOC | ₹47 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹47.3 CrRejected-AOC | ₹47.3 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹50.2 CrRejected-AOC | ₹50.2 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹51.1 CrRejected-AOC | ₹51.1 Cr | L4 | Rejected-AOC L4 |
| 5 | L5₹53.3 CrRejected-AOC | ₹53.3 Cr | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Rudranee Infrastructure Ltd. L3 | MAPARI INFRAPROJECTS, AURANGABAD L2 | Ajwani Infrastructure Pvt. Ltd. L1 | AIC Infrastructures Pvt Ltd L4 | Patil Construction and Infrastructure Ltd L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Sub Estimate No. 1 Construction of Road From Spicer Chowk to Skoda Company | ||||||||
| 1.01 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. | 6 | Kilo meter | 10,000 ₹60,000 | 35,100 ₹2.1 L | 42,000 ₹2.5 L | 9,000 ₹54,000 | 41,500 ₹2.5 L |
| 1.02 | 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 all lead. and spreading for embankment or stacking as directed. | 7,360 | Cubic Meter | 125 ₹9.2 L | 97 ₹7.1 L | 110 ₹8.1 L | 105 ₹7.7 L | 109 ₹8.0 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 all lead . and spreading or stacking as directed. | 2,460 | Cubic Meter | 150 ₹3.7 L | 143 ₹3.5 L | 170 ₹4.2 L | 150 ₹3.7 L | 152 ₹3.7 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 all lead . and spreading for embankment or stacking as directed. | 2,460 | Cubic Meter | 200 ₹4.9 L | 1,150 ₹28.3 L | 990 ₹24.4 L | 950 ₹23.4 L | 650 ₹16.0 L |
| 1.05 | Providing earth work in embankment with approved materials obtained from other sources upto all lead , 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) | 20,950 | Cubic Meter | 950 ₹2.0 Cr | 877 ₹1.8 Cr | 870 ₹1.8 Cr | 600 ₹1.3 Cr | 980 ₹2.1 Cr |
| 1.06 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres 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. (all Lift) By Mechanical Means | 1,840 | Cubic Meter | 125 ₹2.3 L | 209 ₹3.8 L | 250 ₹4.6 L | 105 ₹1.9 L | 207 ₹3.8 L |
| 1.07 | 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 (all lift) By Mechanical Means | 1,840 | Cubic Meter | 150 ₹2.8 L | 348 ₹6.4 L | 400 ₹7.4 L | 290 ₹5.3 L | 410 ₹7.5 L |
| 1.08 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (all Lift). By Mechanical Means | 920 | Cubic Meter | 200 ₹1.8 L | 1,046 ₹9.6 L | 1,100 ₹10.1 L | 950 ₹8.7 L | 312 ₹2.9 L |
| 1.09 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete. | 1,700 | Running Meter | 4,100 ₹69.7 L | 3,960 ₹67.3 L | 4,500 ₹76.5 L | 4,200 ₹71.4 L | 4,550 ₹77.3 L |
Tender Value
₹59.3 Cr
EMD Value
₹29.6 L
Closing Date
22 Aug 2025, 11:00 amClosed
Executive Engineer, Project Division, Pune 19
Executive Engineer, Project Division, Pune 19
Chakan Industrial Area Phase III Providing Concrete treatment to main road from Alandi phata Spicer Chowk to Volkswagen-Skoda Company in Ph III.
2025_MIDC_1204920_1
36627
Open Tender
Civil Works
Chakan
Please refer Tender documents.
16 documents required · 16 mandatory
₹30,680
₹29.6 L
Yes
29 Oct 2025
29 Jul 2025
25 Aug 2025
29 Jul 2025
22 Aug 2025
14 Aug 2025
29 Jul 2025 - 5 Aug 2025
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