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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.0 CrAccepted-AOC 04 VISHAKHA APARTMENT VASANT MARKET CANADA CORNER NASHIK | NASHIK | MAHARASHTRA | 422001 | ₹16.0 Cr Quoted ₹16.8 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹16.9 CrRejected-AOC 1103 RACHIT SUNSHINE UTWANDI ROAD TIDKE NAGAR NASHIK | ₹16.9 Cr | 2 | Rejected-AOC 2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SANJEEVANI INFRA COMPANY H2 | Shri. Sudhir Vitthalrao Katore H1 |
|---|---|---|---|---|---|
| 1.00Civil work ( A ) | |||||
| 1.01 | 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. | 15,625 | Square Metre | 13.85 ₹2.2 L | 13.93 ₹2.2 L |
| 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 etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 526.73 | Cubic Metre | 239.14 ₹1.3 L | 240.41 ₹1.3 L |
| 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 etc. complete. (Lift upto 1.50 m) By Mechanical Means | 528.02 | Cubic Metre | 262.25 ₹1.4 L | 263.64 ₹1.4 L |
| 4.00 | 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 etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means | 430.94 | Cubic Metre | 360.44 ₹1.6 L | 362.35 ₹1.6 L |
| 5.00 | 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 etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means | 477.98 | Cubic Metre | 605.36 ₹2.9 L | 608.57 ₹2.9 L |
| 6.00 | 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. | 480.48 | Square Metre | 123.61 ₹59,392.13 | 124.24 ₹59,694.84 |
| 7.00 | 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. | 2,695.25 | Square Metre | 129.39 ₹3.5 L | 130.08 ₹3.5 L |
| 8.00 | 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. | 3,003.48 | Square Metre | 124.77 ₹3.7 L | 125.43 ₹3.8 L |
| 9.00 | 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. | 253.72 | Square Metre | 203.33 ₹51,588.89 | 204.4 ₹51,860.37 |
Tender Value
₹16.0 Cr
EMD Value
₹8.0 L
Closing Date
27 Jun 2025, 5:00 pmClosed
Executive Engineer, P.W. Division, Jalgaon
Executive Engineer, P.W. Division, Jalgaon
Proposed Construction Of Bhaskaracharya Innovative Centre At Patnadevi, Tal. Chalisgaon, Dist.Jalgaon
2025_PWR_1192237_1
E-TENDER NOTICE NO. 18 FOR 2025-2026
Open Tender
Civil Works
730 days
CHALISGAON
Pl. refer tender documents
7 documents required · 7 mandatory
₹3,540
₹8.0 L
Chief Engineer, P.W. Region, Nashik
11 Apr 2026
20 Jun 2025
30 Jun 2025
20 Jun 2025
27 Jun 2025
20 Jun 2025
24 Jun 2025
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