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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹105.3 CrAccepted-AOC BUILDING NO 8 RAJEBAHADUR MANSION A D MARG FORT MUMBAI | MUMBAI | MUMBAI CITY | MAHARASHTRA | l1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹120.4 Cr+₹15.1 Cr (14.3%)Rejected-Finance C 2488 SUSHANT LOK PHASE 1 GURGAON 122001 HARYANA | GURUGRAM | HARYANA | 122001 | L2 | Rejected-Finance Highest offer | |
| 3 | Rejected-Technical SHANTI JEEVAN P W D 23 10 PIMPRI PUNE 411017 | PUNE | MAHARASHTRA | 411017 | - | Rejected-Technical non submission of documents |
| Sl No | Description | Qty | Unit | Savani Heritage Conservation Pvt Ltd H2 | Skyway Infraprojects Pvt. Ltd. H1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 82,075.15 | Square Metre | 13.08 ₹10,73,542.96 Lowest | 15 ₹12,31,127.25 |
| 2.00 | 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 50 m and spreading for embankment or stacking as directed. | 29,177.34 | Cubic Metre | 129.47 ₹37,77,590.21 Lowest | 150 ₹43,76,601 |
| 3.00 | 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 50 m and spreading or stacking as directed. | 20,870.07 | Cubic Metre | 192.6 ₹40,19,575.48 Lowest | 224 ₹46,74,895.68 |
| 4.00 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 cm. to 30 cm. 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 over 300 m to 500 m. inclusive from the site of excavation to the site of deposition as directed. | 5,450 | Cubic Metre | 427.62 ₹23,30,529 Lowest | 500 ₹27,25,000 |
| 5.00 | Construction of granular sub-base by providing close graded Material,spreading in uniform layers with Motor Grader/ Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading I Material. | 10,321.63 | Cubic Metre | 2,232.08 ₹2,30,38,703.89 Lowest | 2,590 ₹2,67,33,021.7 |
| 6.00 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (Prior approval of Superintending Engineer will be necessary) | 1,450 | Hour | 194.78 ₹2,82,431 Lowest | 225 ₹3,26,250 |
| 7.00 | 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, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means. | 323.88 | Cubic Metre | 466.81 ₹1,51,190.42 Lowest | 540 ₹1,74,895.2 |
| 8.00 | Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering & compaction complete. | 1,664.84 | Cubic Metre | 130.56 ₹2,17,361.51 Lowest | 150 ₹2,49,726 |
| 9.00 | Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete.
Spec. No. : Bd.A. 11/Page No. 263 | 3,801.65 | Cubic Metre | 853.25 ₹32,43,757.86 Lowest | 990 ₹37,63,633.5 |
| 10.00 | Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). | 8,312.09 | Cubic Metre | 7,211.78 ₹5,99,44,964.42 Lowest | 7,750 ₹6,44,18,697.5 |
Tender Value
₹107.0 Cr
EMD Value
₹53.5 L
Closing Date
27 Oct 2025, 4:00 pmClosed
district planning committee, collector office pun
district planning committee, collector office pune
SHRI KSHETRA BHIMASHANKAR DEVELOPMENT PLAN (PART -I NIGDALE) - CONSTRUCTION OF BHAVIK SUVIDHA KENDRA, ROADS, PARKING TERMINAL, BUS STAND, DRIVER TOILETS AND COMPOUND WALL) AT BHIMASHANKAR TAL-AMBEGAON DIST-PUNE
2025_RFCP_1224325_1
10/2025-26/bhimashankar
Open Tender
Civil Works - Buildings
Item Rate
540 days
ambegaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹53.5 L
As per NIT
12 Dec 2025
1 Oct 2025
28 Oct 2025
1 Oct 2025
27 Oct 2025
1 Oct 2025
7 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1 | Square Metre | - | - |
| 2 | 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 50 m and spreading for embankment or stacking as directed. | - | Cubic Metre | - | - |
| 3 | 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 50 m and spreading or stacking as directed. | 1 | Cubic Metre | - | - |
| 4 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 cm. to 30 cm. 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 over 300 m to 500 m. inclusive from the site of excavation to the site of deposition as directed. | - | Cubic Metre | - | - |
| 5 | Construction of granular sub-base by providing close graded Material,spreading in uniform layers with Motor Grader/ Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading I Material. | 1 | Cubic Metre | - | - |
| 6 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (Prior approval of Superintending Engineer will be necessary) | - | Hour | - | - |
| 7 | 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, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means. | 1 | Cubic Metre | - | - |
| 8 | Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering & compaction complete. | 1 | Cubic Metre | - | - |
| 9 | Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete.
Spec. No. : Bd.A. 11/Page No. 263 | - | Cubic Metre | - | - |
| 10 | Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). | - | Cubic Metre | - | - |
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