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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.1 CrAccepted-AOC PLOT NO 46 SHIVSAMPADA MUTHACOLONY SADAR BAZAR SATARA 415001 | SATARA | MAHARASHTRA | 415001 | ₹63.1 Cr Quoted ₹43.6 Cr | 1 | Accepted-AOC Work order |
| 2 | 2₹45.6 CrRejected-Finance 19 20 SIDDHIVINAYAK HERITAGE VISAVA NAKA GODOLI SATARA | PUNE | MAHARASHTRA | 412206 | ₹45.6 Cr | 2 | Rejected-Finance Reject |
| 3 | 3₹47.1 CrRejected-Finance 3 4 FIRST FLOOR A WING PINJAN SATAV APARTMENT RING ROAD LAXMINAGAR PHALTAN | PUNE | MAHARASHTRA | 412206 | ₹47.1 Cr | 3 | Rejected-Finance Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | A S DESAI INFRASTRUCTURE PVT LTD L1 | Shivratna Roadways llp L2 | M/s Sagunamata Construction Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.001. Name of Work :-Upgradation & Maintenance of Road From Dhamani To Khadewasti Road. Km. 0.000 to 1.500 Km. Tal - Man, Dist -Satara. | ||||||
| 1.01Site Clearance and Earth Works | ||||||
| 1.02 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.In area of non-thorny jungle.By Mechanical Means, as directed by Engineer in Charge. | 0.48 | One Hectare | 26,530.8 ₹12,734.78 | 27,724.69 ₹13,307.85 | 28,653.26 ₹13,753.56 |
| 1.03 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.In area of thorny jungle.By Mechanical Means, as directed by Engineer in Charge. | 0.12 | One Hectare | 32,978.7 ₹3,957.44 | 34,462.74 ₹4,135.53 | 35,617 ₹4,274.04 |
| 1.04 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 300 mm to 600 mm | 2 | Each | 534.5 ₹1,069 | 558.55 ₹1,117.10 | 577.3 ₹1,154.60 |
| 1.05 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and croun-sections, and transporting to the embankment location with a lift upto 1.5 m and lead above 1000 m as per Technical Specification MORD 2014 Clause 302.3 | 2,546 | One Cubic meter | 71.25 ₹1.8 L | 77.28 ₹2.0 L | 79.87 ₹2.0 L |
| 1.06 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5, as directed by Engineer in Charge. | 856 | One Cubic meter | 105 ₹89,880 | 113.59 ₹97,233.04 | 117.4 ₹1.0 L |
| 1.07 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5, as directed by Engineer in Charge. | 68 | One Cubic meter | 89.95 ₹6,116.60 | 94 ₹6,392 | 97.15 ₹6,606.20 |
| 1.08 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5, as directed by Engineer in Charge. | 342 | One Cubic meter | 460 ₹1.6 L | 486.6 ₹1.7 L | 503 ₹1.7 L |
| 1.09 | Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | 34 | One Cubic meter | 176.35 ₹5,995.90 | 184.29 ₹6,265.86 | 190.46 ₹6,475.64 |
Tender Value
₹43.7 Cr
EMD Value
₹21.8 L
Closing Date
19 Aug 2025, 5:00 pmClosed
Superintending Engineer (PMGSY) MRRDA, Pune Region
Superintending Engineer (PMGSY) MRRDA, Pune Region Pune Administrative Bldg 3 rd Floor Block No 306 opp. Council Hall Pune 411001
Package NO. RD-SAT-A-258-B Tal. Man, Dist. Satara Total 12 Work
2025_MMGSY_1200012_2
E-Tender NO.01/2025-26
Open Tender
Civil Works - Roads
730 days
Satara
As per Tender
8 documents required · 8 mandatory
₹29,500
₹21.8 L
22 Apr 2026
14 Jul 2025
21 Aug 2025
14 Jul 2025
19 Aug 2025
14 Jul 2025
14 Jul 2025 - 21 Jul 2025
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