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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹57.0 CrAccepted-Finance 193 4 B APPA APARTMENT OLD PETH TALEGAON DABHADE TAL MAVAL DIST PUNE | PUNE | MAHARASHTRA | 412106 | ₹57.0 Cr | 1 | Accepted-Finance Accept |
| 2 | 2₹59.9 Cr+₹2.9 Cr (5.13%)Rejected-Finance AT POST SAIKADE TAL PATAN DIST SATARA MAHARASHTRA | SAIKADE | SATARA | MAHARASHTRA | ₹59.9 Cr+₹2.9 Cr (5.13%) | 2 | Rejected-Finance Reject |
| 3 | 3₹60.0 Cr+₹3.0 Cr (5.20%)Rejected-Finance NIKHIL GROUP BEHIND ICC TOWERS NEAR JW MARIOTT SHRI SHIVAJI CHS P NO 65 SENAPATI BAPAT ROAD PUNE MAHARASHTRA 411016 PUNE MAHARASHTRA INDIA 411016 | PUNE | MAHARASHTRA | 411016 | ₹60.0 Cr+₹3.0 Cr (5.20%) | 3 | Rejected-Finance Reject |
| 4 | Not Admitted-Fee/PreQual/Technical PLOT NO 46 SHIVSAMPADA MUTHACOLONY SADAR BAZAR SATARA 415001 | SATARA | MAHARASHTRA | 415001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical G 8 PANDURANG BHAVAN BORADE PETROL PUMP CHOWK MALKAPUR KARAD SATARA DISTRICT | PUNE | MAHARASHTRA | 412206 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | UNITY BUILDERS AND ROAD CONSTRUCTIONS PVT LTD L1 | Shivsamarth Builders & Developers Pvt Ltd L2 | M/s Nikhil Constructiongroup Private Limited L3 |
|---|---|---|---|---|---|---|
| 1.00Improvement, Upgradation & Maintenance of Road from SH-124 (Umbarde) kumthe to Varud Polwasti, (Ch 0/000 to 10/060), Proposed Length 9.8km, Taluka - Khatav , District:-Satara. | ||||||
| 1.01 | 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. By Mechanical Means (A) In area of non-thorny jungle | 1.37 | Hectare | 27,796.06 ₹38,163.99 Lowest | 29,222.36 ₹40,122.3 | 29,241.86 ₹40,149.07 |
| 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. By Mechanical Means (B) In area of thorny jungle | 0.34 | Hectare | 34,551.47 ₹11,851.15 Lowest | 36,324.4 ₹12,459.27 | 36,348.64 ₹12,467.58 |
| 1.03 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe | 15 | Running Meter | 616.14 ₹9,242.1 Lowest | 647.76 ₹9,716.4 | 648.19 ₹9,722.85 |
| 1.04 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 10,545 | Square Meter | 42.26 ₹4,45,631.7 Lowest | 44.43 ₹4,68,514.35 | 44.45 ₹4,68,725.25 |
| 1.05 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 8,085 | Square Meter | 16.56 ₹1,33,887.6 Lowest | 17.41 ₹1,40,759.85 | 17.43 ₹1,40,921.55 |
| 1.06 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 8,524.76 | Cubic Meter | 87.86 ₹7,48,985.41 Lowest | 92.36 ₹7,87,346.83 | 92.43 ₹7,87,943.57 |
| 1.07 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 15,021.26 | Cubic Meter | 562.11 ₹84,43,600.46 Lowest | 590.95 ₹88,76,813.6 | 591.35 ₹88,82,822.1 |
| 1.08 | 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 cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 7,138.62 | Cubic Meter | 77.48 ₹5,53,100.28 Lowest | 81.45 ₹5,81,440.6 | 81.51 ₹5,81,868.92 |
| 1.09 | 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 | 3,295.76 | Cubic Meter | 113.85 ₹3,75,222.28 Lowest | 119.69 ₹3,94,469.51 | 119.77 ₹3,94,733.18 |
Tender Value
₹57.1 Cr
EMD Value
₹28.6 L
Closing Date
29 Sept 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-A258-D Tal. Man,Khatav Dist. Satara Total 11 Work
2025_MMGSY_1215950_1
E-Tender NO.02 RD SAT A 258 D
Open Tender
Civil Works - Roads
Item Rate
730 days
Satara
As per Tender
8 documents required · 8 mandatory
₹59,000
₹28.6 L
6 Jun 2026
5 Sept 2025
1 Oct 2025
5 Sept 2025
29 Sept 2025
5 Sept 2025
5 Sept 2025 - 10 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Improvement, Upgradation & Maintenance of Road from SH-124 (Umbarde) kumthe to Varud Polwasti, (Ch 0/000 to 10/060), Proposed Length 9.8km, Taluka - Khatav , District:-Satara. | - | - | - | - |
| - | 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. By Mechanical Means (A) In area of non-thorny jungle | 1.37 | Hectare | 27,857.35 | ₹38,248.14 |
| - | 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. By Mechanical Means (B) In area of thorny jungle | 0.34 | Hectare | 34,627.65 | ₹11,877.28 |
| - | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe | 15 | Running Meter | 617.5 | ₹9,262.5 |
| - | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 10,545 | Square Meter | 42.35 | ₹4,46,580.75 |
| - | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 8,085 | Square Meter | 16.6 | ₹1,34,211 |
| - | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 8,524.76 | Cubic Meter | 88.05 | ₹7,50,605.12 |
| - | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 15,021.26 | Cubic Meter | 563.35 | ₹84,62,226.82 |
| - | 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 cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 7,138.62 | Cubic Meter | 77.65 | ₹5,54,313.84 |
| - | 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 | 3,295.76 | Cubic Meter | 114.1 | ₹3,76,046.22 |
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