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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.9 CrAccepted-AOC | L1 | Accepted-AOC Bidder is L1 | |
| 2 | L2₹81.3 Cr+₹1.4 Cr (1.72%)Rejected-AOC FLAT NO 32 SHRADHA APARTMENT HB TOWN PARDI NAGPUR 440035 | NAGPUR | NAGPUR | MAHARASHTRA | 440035 | L2 | Rejected-AOC Bidder is L2 | |
| 3 | L3₹81.4 Cr+₹1.5 Cr (1.83%)Rejected-AOC | L3 | Rejected-AOC Bidder is L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹92.7 Cr
EMD Value
₹46.4 L
Closing Date
30 Aug 2024, 2:00 pmClosed
Superintending Engineer N.I.T
Superintending Engineer (HQ), Nagpur Improvement Trust, Nagpur
Construction of Administrative Building and Training centre Building for (MAHAJYOTI) Mahatma Jyotiba Fule Research and Training Institute, Nagpur.
2024_UDDMH_1066188_1
e-Tender Notice No. 09/2024-25
Open Tender
Civil Works
Item Rate
730 days
Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹50,000
₹46.4 L
Nagpur
28 Oct 2024
7 Aug 2024
2 Sept 2024
7 Aug 2024
30 Aug 2024
7 Aug 2024
14 Aug 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 5,501.1 | One Cubic Metre | - | - |
| 2 | 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 etc. complete. (Lift upto
1.50 m) By Mechanical Means | 2,752.1 | One Cubic Metre | - | - |
| 3 | Excavation for foundation in Hard murum 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 etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means | 7,564.1 | One Cubic Metre | - | - |
| 4 | 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 etc. complete. (Lift from 3 m to 4.5 m.) By Mechanical Means | 7,229.4 | One Cubic Metre | - | - |
| 5 | 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 etc. complete. (Lift from 4.5m To 6.0 m.) By Mechanical
Means | 4,862.4 | One Cubic Metre | - | - |
| 6 | 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 etc. complete. (Lift from 6.0m To 7.5 m.) By Mechanical
Means | 2,636.6 | One Cubic Metre | - | - |
| 7 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 381.2 | One Square Metre | - | - |
| 8 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years
guarantee on bond paper. | 4,287.8 | One Square Metre | - | - |
| 9 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. | 190.9 | One Square Metre | - | - |
| 10 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm.
Layers including watering and compacting etc. complete. | 16,030.7 | One Cubic Metre | - | - |
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