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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹152.1 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹160.9 Cr+₹8.9 Cr (5.83%)Admitted-Finance 773 3 BHANDARKAR ROAD DECCAN GYMKHANA PUNE 411004 | PUNE | PUNE | MAHARASHTRA | 411004 | L2 | Admitted-Finance | |
| 3 | L3₹162.3 Cr+₹10.2 Cr (6.71%)Admitted-Finance NAGPUR MUNICIPAL CORPORATION OFFICE OF THE EXECUTIVE ENGINEER NAGPUR 440001 | NAGPUR | MAHARASHTRA | 440001 | L3 | Admitted-Finance | |
| 4 | L4₹164.5 Cr+₹12.4 Cr (8.18%)Admitted-Finance MAHESH NAGAR G E ROAD PULGAON DURG DURG DURG CHHATTISGARH 491001 | DURG | CHHATTISGARH | 491001 | L4 | Admitted-Finance | |
| 5 | L5₹169.3 Cr+₹17.2 Cr (11.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vallabhaneni Constructions Private Limited L1 | AmarInfrastructure Ltd L4 | LEKCON INFRASTRUCTURE PRIVATE LIMITED L5 | KCC INFRA PRIVATE LIMITED L6 | Shri Swami Samarth Engineers Limited L2 | Sunny Infraprojects Pvt. Ltd. L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00L | |||||||||
| 1.10 | I - Road work- Site clearance and Dismentaling
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 2,71,740 | Sqm | 8.58 ₹23,31,529.2 | 15 ₹40,76,100 | 5 ₹13,58,700 Lowest | 19.5 ₹52,98,930 | 7 ₹19,02,180 | 9.13 ₹24,80,714.46 |
| 2.00 | II - Road work- Excavation and Earthwork
Excavation for road way 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 alead of 50m.and spreading for embankment or stacking as directed. | 3,48,282.56 | cum | 180 ₹6,26,90,860.8 | 90 ₹3,13,45,430.4 | 85 ₹2,96,04,017.6 Lowest | 180.7 ₹6,29,34,658.59 | 180 ₹6,26,90,860.8 | 105.75 ₹3,68,29,487.59 |
| 3.00 | 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 all sorts of soils. | 21,525.21 | cum | 180 ₹38,74,537.8 | 105 ₹22,60,147.05 | 85 ₹18,29,642.85 | 149.5 ₹32,18,018.9 | 73 ₹15,71,340.33 Lowest | 90.53 ₹19,48,677.26 |
| 4.00 | 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 500m to 1000m. inclusive, from the site of excavation to the site of deposition as directed. | 2,71,660.4 | cum | 500 ₹13,58,30,200 | 150 ₹4,07,49,060 Lowest | 320 ₹8,69,31,328 | 390 ₹10,59,47,556 | 500 ₹13,58,30,200 | 298.98 ₹8,12,20,754.73 |
| 5.00 | Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97 % of standard proctor density etc. complete.(Material obtained from departmental Land) | 79,719.66 | cum | 600 ₹4,78,31,796 | 600 ₹4,78,31,796 | 455 ₹3,62,72,445.3 | 195 ₹1,55,45,333.7 Lowest | 776 ₹6,18,62,456.16 | 489.14 ₹3,89,93,994.77 |
| 6.00 | 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) including estimated It. no. 7 | 3,450.31 | cum | 600 ₹20,70,186 | 1,500 ₹51,75,465 | 684 ₹23,60,012.04 | 390 ₹13,45,620.9 Lowest | 776 ₹26,77,440.56 | 893.86 ₹30,84,107.9 |
| 7.00 | III - Road work- Sub base and Granular base (Non Bituminous course)
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) including estimated It. no. 7 | 1,34,120 | cum | 600 ₹8,04,72,000 Lowest | 700 ₹9,38,84,000 | 684 ₹9,17,38,080 | 975 ₹13,07,67,000 | 776 ₹10,40,77,120 | 893.86 ₹11,98,85,039.68 |
| 8.00 | Supplying hard murum/ kankar at the road site including conveying and stacking , Spreading hard murum/ kankar for side width and compacting the hard murum in side width including laying in layers on each side with vibratory roller including artificial watering etc.complete. | 26,514.88 | cum | 600 ₹1,59,08,928 Lowest | 700 ₹1,85,60,416 | 684 ₹1,81,36,177.92 | 708.5 ₹1,87,85,792.48 | 727 ₹1,92,76,317.76 | 628.65 ₹1,66,68,605.83 |
| 9.00 | 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 | 55,363 | cum | 3,086.45 ₹17,08,75,131.35 | 3,600 ₹19,93,06,800 | 2,900 ₹16,05,52,700 | 3,500 ₹19,37,70,500 | 2,471 ₹13,68,01,973 Lowest | 3,956.95 ₹21,90,68,456.76 |
Tender Value
₹277.9 Cr
EMD Value
₹2.8 Cr
Closing Date
16 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer NH Konkan Bhavan Navi Mumbai
Chief Engineer NH Konakn bhavan Navi Mumbai
Construction of Missing Link from km 84.0 to km 112.00 of Gundenoor to Maharashtra Chhattisgarh border section of NH 130D Total length 28.00 km in the State of Maharashtra on Item Rate Mode
2025_MoRTH_851171_2
NIT 07/EENH/GAD/2024-25/581
Open Tender
Civil Works - Roads
Item Rate
Gundenoor
As per tender document
4 documents required · 4 mandatory
₹35,400
Bharatkosh and GST paid under RCM on GST Portal
₹2.8 Cr
Chief Engineer NH Konkan Bhavan Navi Mumbai
27 Apr 2026
28 Nov 2025
19 Jan 2026
28 Nov 2025
16 Jan 2026
28 Nov 2025
22 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L | |||||
| 1.1 | I - Road work- Site clearance and Dismentaling
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 2,71,740 | Sqm | 100 | ₹2,71,74,000 |
| 2 | II - Road work- Excavation and Earthwork
Excavation for road way 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 alead of 50m.and spreading for embankment or stacking as directed. | 3,48,282.56 | cum | 100 | ₹3,48,28,256 |
| 3 | 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 all sorts of soils. | 21,525.21 | cum | 100 | ₹21,52,521 |
| 4 | 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 500m to 1000m. inclusive, from the site of excavation to the site of deposition as directed. | 2,71,660.4 | cum | 100 | ₹2,71,66,040 |
| 5 | Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97 % of standard proctor density etc. complete.(Material obtained from departmental Land) | 79,719.66 | cum | 100 | ₹79,71,966 |
| 6 | 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) including estimated It. no. 7 | - | cum | 100 | - |
| 7 | III - Road work- Sub base and Granular base (Non Bituminous course)
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) including estimated It. no. 7 | 1,34,120 | cum | 100 | ₹1,34,12,000 |
| 8 | Supplying hard murum/ kankar at the road site including conveying and stacking , Spreading hard murum/ kankar for side width and compacting the hard murum in side width including laying in layers on each side with vibratory roller including artificial watering etc.complete. | 26,514.88 | cum | 100 | ₹26,51,488 |
| 9 | 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 | 55,363 | cum | 100 | ₹55,36,300 |
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