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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 CrAdmitted-Finance | ₹24.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹24.6 Cr+₹14.7 L (0.60%)Admitted-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹24.6 Cr+₹14.7 L (0.60%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical N A | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L2 | RELANTBUILDUP L1 |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 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 | 2,905.23 | Cubic Metre | 227.9 ₹6,62,101.92 | 226.92 ₹6,59,254.79 Lowest |
| 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 | 976.83 | Cubic Metre | 249.89 ₹2,44,100.05 | 248.81 ₹2,43,045.07 Lowest |
| 4.00 | Excavation for foundation in hard murum and boulders 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) | 1,438.92 | Cubic Metre | 343.5 ₹4,94,269.02 | 342.03 ₹4,92,153.81 Lowest |
| 5.00 | 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 | 4,442.15 | Square Metre | 117.81 ₹5,23,329.69 | 117.3 ₹5,21,064.2 Lowest |
| 6.00 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the backfill in immidiate contact with foundation at the rate of 5 litres of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of vertical surface area covering ten years guarantee on bond paper. | 494.63 | Square Metre | 123.32 ₹60,997.77 | 122.79 ₹60,735.62 Lowest |
| 7.00 | 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. | 2,303.15 | Square Metre | 118.91 ₹2,73,867.57 | 118.4 ₹2,72,692.96 Lowest |
| 8.00 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 centimetre to 1.5 centimetre diameter about 30 centimetre to 60 centimetre deep at 15 centimetre center to center 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. (For Ground Floor) | 646.35 | Square Metre | 193.74 ₹1,25,223.85 | 192.91 ₹1,24,687.38 Lowest |
| 9.00 | Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete. | 2,578.79 | Cubic Metre | 1,119.55 ₹28,87,084.34 | 1,114.75 ₹28,74,706.15 Lowest |
| 10.00 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete. | 786.3 | Cubic Metre | 132.13 ₹1,03,893.82 | 131.75 ₹1,03,595.03 Lowest |
Tender Value
₹23.6 Cr
EMD Value
₹11.8 L
Closing Date
6 Mar 2026, 6:00 pmClosed
Executive Engineer, Public Works Division , Miraj
Executive Engineer, Public Works Division , Miraj
CONSTRUCTION OF NURSING COLLEGE AND HOSTEL BUILDING FOR 100 CAPACITY B.SC. STUDENTS AT GOVERNMENT MEDICAL COLLEGE AND HOSPITAL, MIRAJ DISTRICT SANGLI
2026_PWDRP_1280291_1
E-Tender Notice No. 69 for 2025-26 B-2 Tender
Open Tender
Civil Works - Buildings
Item Rate
730 days
MIRAJ DISTRICT SANGLI
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
₹11.8 L
Chief Engineer Public Works Region, Pune(Online)
17 Jun 2026
23 Feb 2026
9 Mar 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
23 Feb 2026 - 25 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work | - | - | - | - |
| 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 | 2,905.23 | 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 | 976.83 | Cubic Metre | - | - |
| 4 | Excavation for foundation in hard murum and boulders 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) | 1,438.92 | Cubic Metre | - | - |
| 5 | 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 | 4,442.15 | Square Metre | - | - |
| 6 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the backfill in immidiate contact with foundation at the rate of 5 litres of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of vertical surface area covering ten years guarantee on bond paper. | 494.63 | 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 of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper. | 2,303.15 | Square Metre | - | - |
| 8 | Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 centimetre to 1.5 centimetre diameter about 30 centimetre to 60 centimetre deep at 15 centimetre center to center 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. (For Ground Floor) | 646.35 | Square Metre | - | - |
| 9 | Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete. | 2,578.79 | Cubic Metre | - | - |
| 10 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete. | 786.3 | Cubic Metre | - | - |
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