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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 CrAccepted-AOC | L1 | Accepted-AOC Accepted Bid | |
| 2 | L2₹23.8 Cr+₹26.7 L (1.14%)Rejected-Finance | L2 | Rejected-Finance Due to High Rates | |
| 3 | Rejected-Technical PLOT NO 3 YOGANAND CO OP HOUSING SOCIETY BEHIND BIJAN HOSPITAL NEAR MALPANNI HOSPITAL VIGHA MALA CANADA CORNER COLLEGE ROAD NASHIK | NASHIK | NASHIK | MAHARASHTRA | - | Rejected-Technical Not Qualified |
Tender Value
₹22.4 Cr
EMD Value
₹11.2 L
Closing Date
27 Mar 2024, 5:00 pmClosed
Executive Engineer, P.W.Division, Nashik
Executive Engineer Public Works Division Nashik Bhandkam Bhawan Trimbak Road Nashik Tal. Dist. Nashik Tel. No.- 0253-2583761-64 2575324
Construction of 100 Bedded Hospital for Womens at Nashik (Phase-II) (Civil and Electrical Works) Tal.and Dist.Nashik
2024_PWR_1037825_1
E-Tender Notice No.97 for 2023-24 Item Rate
Open Tender
Civil Works
Item Rate
730 days
Tal.Dist. Nashik
As Per NIT
9 documents required · 9 mandatory
₹3,540
₹11.2 L
The Chief Engineer, Public Works Region, Nashik
22 Jul 2024
19 Mar 2024
28 Mar 2024
19 Mar 2024
27 Mar 2024
19 Mar 2024
22 Mar 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 50meter 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 meter) | 2,063.24 | One Cubic Metre | - | - |
| 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 1.5meter to 3.0meter) By Manual Means | 1 | One Cubic Metre | - | - |
| 3 | 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 meter 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 3.0meter to 4.50meter) By Mechanical Means | 1 | One Cubic Metre | - | - |
| 4 | 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 meter 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 4.5meter to 6.00meter) By Mechanical Means | 1 | One Cubic Metre | - | - |
| 5 | Dewatering on Brake Horse Power basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 Brake Horse Power pump etc. complete. (prior approval of Superintending Engineer will be necessary)
Ground Floor | - | One Hour | - | - |
| 6 | Providing preconstructional antitermite treatment as per Indian Standard 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. | 1 | One Square Metre | - | - |
| 7 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 0.5 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. ( AS per Item no. 22.43 of schedule of rates of NBO ) | - | One Square Metre | - | - |
| 8 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre layers including watering and compacting etc. complete. | - | One Cubic Metre | - | - |
| 9 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer in charge in layers of 15 centimetre to 20 centimetre. including watering and compaction etc. complete. | 1 | One Cubic Metre | - | - |
| 10 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. (Ground Floor ) | 1 | One Cubic Metre | - | - |
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