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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹220.8 CrAccepted-AOC 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹228.4 Cr+₹8.1 Cr (3.66%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L1 | Nyati Engineers And Consultants PVT Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of the area. | 14,545.6 | Square Metre | 5 ₹72,728 Lowest | 9 ₹1,30,910.4 |
| 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 metre 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 excetra complete. - (Lift upto 1.5 metre) By Mechanical Means | 7,469.69 | Cubic Metre | 270 ₹20,16,816.3 Lowest | 380 ₹28,38,482.2 |
| 3.00 | Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre 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 excetra complete. (Lift upto 1.5 metre) By Mechanical Means | 14,934.81 | Cubic Metre | 295 ₹44,05,768.95 Lowest | 630 ₹94,08,930.3 |
| 4.00 | Excavation for foundation in hard murum including removing the excavated materials upto a distance of 50 metre 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 excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre) | 21,439.18 | Cubic Metre | 370 ₹79,32,496.6 Lowest | 780 ₹1,67,22,560.4 |
| 5.00 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre 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 excetra complete. By Mechanical Means (Lift from 3.0 metre to 4.5 metre) | 21,251.03 | Cubic Metre | 820 ₹1,74,25,844.6 Lowest | 1,050 ₹2,23,13,581.5 |
| 6.00 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre 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 excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre) | 91.94 | Cubic Metre | 690 ₹63,438.6 Lowest | 720 ₹66,196.8 |
| 7.00 | Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated materials and stacking it in measurable heaps within a distance of 50 metre from the building area and including dewatering and back filling with available earth, murum, watering, ramming complete. By Mechanical Means (Lift from 4.5 metre to 6.0 metre) | 6,814.83 | Cubic Metre | 1,500 ₹1,02,22,245 Lowest | 1,850 ₹1,26,07,435.5 |
| 8.00 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the bottom surface and sides for excavation at the rate of 5 liters of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper | 20,204.29 | Square Metre | 100 ₹20,20,429 Lowest | 284 ₹57,38,018.36 |
| 9.00 | 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 of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper. | 10,241.94 | Square Metre | 100 ₹10,24,194 Lowest | 294 ₹30,11,130.36 |
| 10.00 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete. | 42,206.05 | Cubic Metre | 110 ₹46,42,665.5 Lowest | 222 ₹93,69,743.1 |
Tender Value
₹211.4 Cr
EMD Value
₹1.1 Cr
Closing Date
25 Apr 2025, 5:30 pmClosed
Executive Engineer, P W Dn Kolhapur
Near Head Post Office Ramanmala Tarabai Park, Kolhapur
Construction of 100 Stundent Capacity Government Ayurvedic College and 100 Beded Ayurrvedic Hospital with Allied Infrastrucral Facilities at Mouje Sangaon Tal Kagal Dist Kolhapur (Civil and Electrical)
2025_PWDRP_1162615_1
140 for 2024-25 (B2) (OPEN)
Open Tender
Civil Works
Item Rate
730 days
Works
Please refer Tender documents.
4 documents required · 4 mandatory
₹13,360
₹1.1 Cr
Chief Engineer, P W Region, Pune
17 Dec 2025
1 Apr 2025
28 Apr 2025
1 Apr 2025
25 Apr 2025
1 Apr 2025
8 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of the area. | 14,545.6 | Square Metre | - | - |
| 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 metre 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 excetra complete. - (Lift upto 1.5 metre) By Mechanical Means | 7,469.69 | Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre 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 excetra complete. (Lift upto 1.5 metre) By Mechanical Means | 14,934.81 | Cubic Metre | - | - |
| 4 | Excavation for foundation in hard murum including removing the excavated materials upto a distance of 50 metre 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 excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre) | 21,439.18 | Cubic Metre | - | - |
| 5 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre 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 excetra complete. By Mechanical Means (Lift from 3.0 metre to 4.5 metre) | 21,251.03 | Cubic Metre | - | - |
| 6 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre 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 excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre) | 91.94 | Cubic Metre | - | - |
| 7 | Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated materials and stacking it in measurable heaps within a distance of 50 metre from the building area and including dewatering and back filling with available earth, murum, watering, ramming complete. By Mechanical Means (Lift from 4.5 metre to 6.0 metre) | 6,814.83 | Cubic Metre | - | - |
| 8 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the bottom surface and sides for excavation at the rate of 5 liters of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper | 20,204.29 | Square Metre | - | - |
| 9 | 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 of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper. | 10,241.94 | Square Metre | - | - |
| 10 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete. | 42,206.05 | Cubic Metre | - | - |
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