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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 CrAccepted-AOC MAHARASHTRA | L1 | Accepted-AOC Accepted Bid | |
| 2 | L2₹21.4 Cr+₹50.8 L (2.43%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | L2 | Rejected-Finance Due to High Rates |
Tender Value
₹19.9 Cr
EMD Value
₹10.0 L
Closing Date
11 Mar 2024, 5:00 pmClosed
Executive Engineer, Public Works Division, Nashik
Executive Engineer, Public Works Division, Nashik, Bhandkam Bhawan, Trimbak Road, Nashik, Tal. Dist. Nashik ,Tel. No.- 0253-2583761-64, 2575324
Construction of Proposed Administrative Building for Forest Department (Vanbhavan) at Nashik Tal. Dist. Nashik (Civil and Electrical Work)
2024_PWR_998091_2
E-Tender Notice No.79 for 2023-24
Open Tender
Civil Works
Item Rate
720 days
Tal. Dist. Nashik
Please refer Tender documents.
9 documents required · 9 mandatory
₹3,540
₹10.0 L
The Chief Engineer, Public Works Region, Nashik
20 Mar 2024
1 Mar 2024
12 Mar 2024
1 Mar 2024
11 Mar 2024
1 Mar 2024
7 Mar 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | 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 | - | One Cubic Metre | - | - |
| 0.0 | 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 etc. complete. (Lift upto 1.5m.) By Mechanical Means | - | One Cubic Metre | - | - |
| 0.0 | 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 | - | One Cubic Metre | - | - |
| 0.0 | 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 MechanicalMeans | 1 | One Cubic Metre | - | - |
| 0.0 | 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 areacovering 10 years guarantee on bond paper. | 1 | One Square Metre | - | - |
| 0.0 | 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 yearsguarantee on bond paper. | 1 | One Square Metre | - | - |
| 0.0 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm.Layers including watering and compacting etc. complete. | 1 | One CubicMetre | - | - |
| 0.0 | 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 andcompaction etc. complete. | 1 | One Cubic Metre | - | - |
| 0.0 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cmthick including hand packing and compacting etc. complete. | - | One CubicMetre | - | - |
| 0.0 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushedsand VSI Grade) A) Ground Floor | - | One Cubic Metre | - | - |
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