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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 CrAccepted-AOC | L1 | Accepted-AOC Award Of Contract, Bidder is L1. | |
| 2 | L2₹13.5 Cr+₹20.6 L (1.55%)Rejected-AOC | L2 | Rejected-AOC Bidder is L2. | |
| 3 | L3₹14.1 Cr+₹78.8 L (5.94%)Rejected-AOC B 1005 LOKMAT BHAVAN WARDHA ROAD NAGPUR 12 | L3 | Rejected-AOC Bidder is L3. | |
| 4 | L4₹14.9 Cr+₹1.6 Cr (12.3%)Rejected-AOC 00 BALOD CHIKHLAKASA WARD NO 03 DALLI ROAD DURG CHHATTISGARH 491228 | BALOD | CHHATTISGARH | 491228 | L4 | Rejected-AOC Bidder is L4. | |
| 5 | L5₹15.9 Cr+₹2.6 Cr (19.6%)Rejected-AOC 677 SARASWAT SANSKRITI UDAIN II RAIBARELLY ROAD ELDECO UDYAN 2 LUCKNOW UTTAR PRADESH 226025 | LUCKNOW | UTTAR PRADESH | 226025 | L5 | Rejected-AOC Bidder is L5. |
Tender Value
₹17.3 Cr
EMD Value
₹8.7 L
Closing Date
5 May 2025, 2:00 pmClosed
Superintending Engineer N.I.T
Superintending Engineer (HQ), Nagpur Improvement Trust, Nagpur
Construction of Administrative Office Building for West Division and Record Room for Head Office at Trimurti Nagar, Nagpur.
2025_UDDMH_1173362_1
e-Tender Notice No. 05/2025-26
Open Tender
Civil Works
Percentage
545 days
Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,000
₹8.7 L
5 Aug 2025
24 Apr 2025
6 May 2025
24 Apr 2025
5 May 2025
24 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | A. Civil Work
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
Bd.A.1 Page No. 259 | 753.76 | Cu.M | - | - |
| 2 | Excavation for foundation in earth, soils of all types, sand,gravel and soft 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 1.5m to 3.0m) By Mechanical Means | 357.65 | Cu.M | - | - |
| 3Excavation for foundation in hard murum including removing the excavated material up to a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc.complete. | |||||
| 3.01 | (Lift from 1.5 to 3.0 m) By Mechanical Means | 196.62 | Cu.M | - | - |
| 3.02 | UPTO 3m to 4.5 m | 72.13 | Cu.M | - | - |
| 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 4.5 m to 6.0 m.) By Mechanical Means | 63.94 | Cu.M | - | - |
| 5 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part- II) treatment by treating the backfillin immediate contact with foundationat the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyr ifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 88.24 | Sq.M | - | - |
| 6 | 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 square metre of surface area covering ten years guarantee on bond paper. As directed by Engineer in charge. | 561.18 | Sq.M | - | - |
| 7 | 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. As directed by Engineer in charge. | 34.57 | Sq.M | - | - |
| 8 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. Bd.A.11 Page No. 263 | 234.15 | Cu.M | - | - |
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