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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₹36.7 CrAccepted-AOC BLDG NO 8 BEHIND BOMBAY STOCK EXCHANGE RAJABHADUR MANSION AMBALAL DOSHI MARG 2ND FLOOR VILLAGE TOWN FORT CITY MUMBAI | L1 | Accepted-AOC Awarded | |
| 2 | L2₹42.5 Cr+₹2.5 Cr (6.37%)Rejected-Finance C 2488 SUSHANT LOK PHASE 1 GURGAON 122001 HARYANA | GURUGRAM | HARYANA | 122001 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Savani Heritage Conservation Pvt Ltd L1 | Skyway Infraprojects Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 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. | 2,989.5 | Square Metre | 14.39 ₹43,018.91 Lowest | 15.18 ₹45,380.61 |
| 2.00 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m 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, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. | 1,852.38 | Cubic Metre | 243.21 ₹4,50,517.34 Lowest | 261.4 ₹4,84,212.13 |
| 3.00 | Excavation for foundation in hard murum including removing the excavated material upto 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, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means.. | 4,322.22 | Cubic Metre | 272.77 ₹11,78,971.95 Lowest | 287.79 ₹12,43,891.69 |
| 4.00 | 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. | 1,875.42 | Cubic Metre | 508.73 ₹9,54,082.42 Lowest | 541.71 ₹10,15,933.77 |
| 5.00 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 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, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means. | 1,852.38 | Cubic Metre | 298.84 ₹5,53,565.24 Lowest | 318.21 ₹5,89,445.84 |
| 6.00 | Excavation for foundation in Hard murum and boulders 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, dewatering etc. complete. (Lift from 1.5 m to 3.0 m) by Mechanical Means. | 652.02 | Cubic Metre | 366.58 ₹2,39,017.49 Lowest | 393.99 ₹2,56,889.36 |
| 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 from 1.5m To 3.0 m) by Mechanical Means. | 652.02 | Cubic Metre | 621.38 ₹4,05,152.19 Lowest | 661.65 ₹4,31,409.03 |
| 8.00 | Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metre from the building area including dewatering and back filling with available earth soil/ murum watering, ramming etc. complete, (Lift upto 1.5 m) by Mechanical Means. | 652.02 | Cubic Metre | 1,553.16 ₹10,12,691.38 Lowest | 1,669.28 ₹10,88,403.95 |
| 9.00 | 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. | 2,350 | Cubic Metre | 470.34 ₹11,05,299 Lowest | 496.23 ₹11,66,140.5 |
| 10.00 | Dewatering on Brake Horse Power 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 Brake Horse Power pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 2,600 | Hour | 210.31 ₹5,46,806 Lowest | 226.03 ₹5,87,678 |
Tender Value
₹36.7 Cr
EMD Value
₹18.4 L
Closing Date
1 Jan 2026, 6:15 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DPO 1st Floor B Wing Collector office Pune
DPO 1st Floor B Wing Collector office Pune
SHRI KSHETRA BHIMASHANKAR DEVELOPMENT PLAN (PART -II BUS STOP, JYOTIRLING MANDIR PREMISES AND MAHADEV FOREST DEVELOPEMENT) - CONSTRUCTION OF BUS STAND ENTRANCE, KAMALJAMATA TEMPLE ENTRANCE, GHATKOPAR DHARAMSHALA ENTRANCE, AMBEGAON DHARAMSHALA ENTRANC
2025_RFCP_1261316_1
Collector pune/bhimashankar phase-II/2025-26
Open Tender
Civil Works - Roads
Item Rate
540 days
ghodegaon
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹18.4 L
DPO 1st Floor B Wing Collector office Pune on 24.
15 Jun 2026
18 Dec 2025
5 Jan 2026
18 Dec 2025
1 Jan 2026
18 Dec 2025
24 Dec 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. | 2,989.5 | Square Metre | - | - |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m 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, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. | 1,852.38 | Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum including removing the excavated material upto 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, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means.. | 4,322.22 | Cubic Metre | - | - |
| 4 | 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. | 1,875.42 | Cubic Metre | - | - |
| 5 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 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, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means. | 1,852.38 | Cubic Metre | - | - |
| 6 | Excavation for foundation in Hard murum and boulders 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, dewatering etc. complete. (Lift from 1.5 m to 3.0 m) by Mechanical Means. | 652.02 | Cubic Metre | - | - |
| 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 from 1.5m To 3.0 m) by Mechanical Means. | 652.02 | Cubic Metre | - | - |
| 8 | Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metre from the building area including dewatering and back filling with available earth soil/ murum watering, ramming etc. complete, (Lift upto 1.5 m) by Mechanical Means. | 652.02 | Cubic Metre | - | - |
| 9 | 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. | 2,350 | Cubic Metre | - | - |
| 10 | Dewatering on Brake Horse Power 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 Brake Horse Power pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 2,600 | Hour | - | - |
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