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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.5 CrAccepted-AOC BETUL M P | BETUL | BETUL | MADHYA PRADESH | L1 | Accepted-AOC Accept | |
| 2 | L2₹62.2 Cr+₹1.7 Cr (2.82%)Rejected-AOC 224 KAILASH NAGAR SHOBHAPUR COLONY DISTRICT BETUL MADHYA PRADESH PIN 460449 | BETUL | MADHYA PRADESH | 460449 | L2 | Rejected-AOC Accept | |
| 3 | Rejected-Technical UNIT NO 301 ABH TOWN SQUARE NEAR CITY CENTER MALL NASHIK TAL AND DIST NASHIK | NASHIK | NASHIK | MAHARASHTRA | - | Rejected-Technical Reject | |
| 4 | Rejected-Technical 286 2 PARAG STATION ROAD BUDHWAR PETH KARAD SATARA | PUNE | MAHARASHTRA | 412206 | - | Rejected-Technical Reject | |
| 5 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
₹57.9 Cr
EMD Value
₹29.1 L
Closing Date
30 Sept 2024, 6:55 pmClosed
Executive Engineer PWD Amravati.
Executive Engineer PWD Amravati.
CONSTRUCTION OF100 BEDDED WOMENS HOSPITAL BUILDING AT WARUD, DISTRICT AMRAVATI.
2024_PWR_1084633_1
PWD/AMT/2024-25/20/1
Open Tender
Civil Works
Item Rate
730 days
Amravati.
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹29.1 L
Chief Engineer P.W. Region, Amravati.
22 Oct 2024
13 Sept 2024
3 Oct 2024
13 Sept 2024
30 Sept 2024
13 Sept 2024
20 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 100 Bedded Womens Hospital Building at Warud Dist- Amravati | - | - | - | - |
| 2 | 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 | 8,180.09 | One Cubic Metre | - | - |
| 3 | 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 | 7,266.53 | One Cubic Metre | - | - |
| 4 | 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. | 4,886.08 | One Square Metre | - | - |
| 5 | 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. | 197.95 | One Square Metre | - | - |
| 6 | 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. | 267.48 | One Square Metre | - | - |
| 7 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 2,062.13 | One Cubic Metre | - | - |
| 8 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm.
Layers including watering and compacting etc. complete. | 3,422.7 | One Cubic Metre | - | - |
| 9 | 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. | 7,360.54 | One Cubic Metre | - | - |
| 10 | Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. (a) For 3 Km. | 11,731.11 | Cubic meter | - | - |
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