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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹101.4 CrAccepted-AOC RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | L1 | Accepted-AOC L1 | |
| 2 | L2₹183.3 Cr+₹3.7 Cr (2.09%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | L2 | Rejected-Finance L2 | |
| 3 | L3₹186.6 Cr+₹7.0 Cr (3.89%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹164.2 Cr
EMD Value
₹82.1 L
Closing Date
18 Sept 2023, 5:00 pmClosed
University Engineer, MPKV, Rahuri
University Engineer, Administrative Building, Central Campus, MPKV, Rahuri, Tal-Rahuri Dist-Ahmednagar M.S
Construction of Admin buildings, Hostels, Resi Quarters,Road, Internal Development, for College of Agriculture, Horticulture and Agriculture Engineering and Technology at Kashti, Tal-Malegaon, Dist-Nashik. Inc.Electrification MPKV, Rahuri Maharashtra
2023_DOA_930796_1
MPKV/WRK/TC/2243/2023
Open Tender
Civil Works
Item Rate
730 days
Kashti, Tal-Malegaon, Dist-Nashik. M.S
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹82.1 L
Office of University Engineer, MPKV, Rahuri
26 Mar 2024
31 Jul 2023
20 Sept 2023
31 Jul 2023
18 Sept 2023
31 Jul 2023
24 Aug 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Administrative buildings, Hostel buildings, Residential quarters, Road, Compound wall, Internal Development, for College of Agriculture, Horticulture and Agriculture Engineering and Technology at Kashti Tal-Malegaon, Dist-Nashik (Including Electrification) for Mahatma Phule Krishi Vidyapeeth, Rahuri (M.S) | |||||
| 1.001 | Agriculture College
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 metre 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 | 15,968.22 | One Cubic Metre | - | - |
| 1.002 | 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 from 1.5 metre) by Mechanical means. | 17,511.14 | One Cubic Metre | - | - |
| 1.003 | 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 metre) by Mechanical Means. | 3,559.59 | One Cubic Metre | - | - |
| 1.004 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/ murum, watering, ramming, etc. complete. (Lift upto 1.5 metre) by Mechanical Means. | 1,265.66 | One Cubic Metre | - | - |
| 1.005 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre layers including watering and compacting etc. complete. | 12,165.98 | One Cubic Metre | - | - |
| 1.006 | 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 over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | 10,971.28 | One Cubic Metre | - | - |
| 1.007 | 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 over 300m. to 500m. inclusive from the site of excavation to the site of deposition as directed. | 9,381.93 | One Cubic Metre | - | - |
| 1.008 | 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. | 9,393.44 | One Cubic Metre | - | - |
| 1.009 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | 10,472 | One Square Metre | - | - |
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