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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 CrAccepted-AOC | ₹39.6 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹39.8 Cr+₹25.8 L (0.65%)Rejected-Finance | ₹39.8 Cr+₹25.8 L (0.65%) | L2 | Rejected-Finance 2nd Lowest Bidder |
| 3 | L3₹42.0 Cr+₹2.4 Cr (6.18%)Rejected-Finance | ₹42.0 Cr+₹2.4 Cr (6.18%) | L3 | Rejected-Finance 3rd Lowest Bidder |
| 4 | L4₹43.4 Cr+₹3.9 Cr (9.81%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹43.4 Cr+₹3.9 Cr (9.81%) | L4 | Rejected-Finance 4th Lowest Bidder |
| 5 | L5₹44.1 Cr+₹4.6 Cr (11.5%)Rejected-Finance B 507 KAILASH BUSINESS PARK PARKSITE VIKHROLI MUMBAI 400079 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400079 | ₹44.1 Cr+₹4.6 Cr (11.5%) | L5 | Rejected-Finance 5th Lowest Bidder |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L4 | C B AND SONS CONSTRUCTIONS PVT. LTD. L2 | Spectrum Infrastructure L3 | DEEPAK MANDE ASSOCIATES L5 | M/s. DeltaTechs Construction Private Limited L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Civil BOQ | ||||||||
| 2.00 | Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. | 8,507.55 | One Square Meter | 5 ₹42,537.75 | 13 ₹1,10,598.15 | 6 ₹51,045.3 | 4.2 ₹35,731.71 Lowest | 6 ₹51,045.3 |
| 3.00 | 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 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 | 1,830.37 | One Cubic Meter | 210 ₹3,84,377.7 Lowest | 333 ₹6,09,513.21 | 530 ₹9,70,096.1 | 229.3 ₹4,19,703.84 | 495 ₹9,06,033.15 |
| 4.00 | Excavation for foundation in hard murum including removing the excavated material upto 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 upto 1.50 m) By Mechanical Means | 1,357.95 | One Cubic Meter | 230 ₹3,12,328.5 Lowest | 359 ₹4,87,504.05 | 542 ₹7,36,008.9 | 252.65 ₹3,43,086.07 | 495 ₹6,72,185.25 |
| 5.00 | 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 | 2,076.73 | One Cubic Meter | 256 ₹5,31,642.88 Lowest | 399 ₹8,28,615.27 | 542 ₹11,25,587.66 | 280 ₹5,81,484.4 | 495 ₹10,27,981.35 |
| 6.00 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distanceof 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means | 663.8 | One Cubic Meter | 1,327 ₹8,80,862.6 | 665 ₹4,41,427 Lowest | 842 ₹5,58,919.6 | 1,454.7 ₹9,65,629.86 | 825 ₹5,47,635 |
| 7.00 | 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 | 457.93 | One Cubic Meter | 317 ₹1,45,163.81 Lowest | 399 ₹1,82,714.07 | 542 ₹2,48,198.06 | 347.25 ₹1,59,016.19 | 495 ₹2,26,675.35 |
| 8.00 | 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 Mechanical Means | 614.03 | One Cubic Meter | 532 ₹3,26,663.96 | 599 ₹3,67,803.97 | 542 ₹3,32,804.26 | 583.2 ₹3,58,102.3 | 495 ₹3,03,944.85 Lowest |
| 9.00 | 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. | 7,764.74 | One Square Meter | 109 ₹8,46,356.66 | 133 ₹10,32,710.42 | 56 ₹4,34,825.44 | 119.09 ₹9,24,702.89 | 53 ₹4,11,531.22 Lowest |
| 10.00 | 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. | 1,289.52 | One Square Meter | 114 ₹1,47,005.28 | 140 ₹1,80,532.8 | 56 ₹72,213.12 | 124.65 ₹1,60,738.67 | 53 ₹68,344.56 Lowest |
Tender Value
₹40.5 Cr
EMD Value
₹20.2 L
Closing Date
27 Dec 2025, 3:00 pmClosed
Executive Engineer
office of the Executive Engineer, Public Works Special Project Division, Aarey, Goregaon(E)
Construction of Teaching Veterinary Clinical Complex at Mumbai Veterinary College Goregaon Campus Mumbai for Maharashtra Animal And Fishery Sciences University Nagpur
2025_PWSPM_1259675_1
SPPWNIT 28 AAREY
Open Tender
Civil Works - Buildings
Item Rate
365 days
Veterinary College Goregaon Campus Mumbai
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹20.2 L
office of the Chief Engineer, Public Works Region,
4 Sept 2026
15 Dec 2025
29 Dec 2025
15 Dec 2025
27 Dec 2025
15 Dec 2025
17 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil BOQ | - | - | - | - |
| 2 | Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. | 1 | One Square Meter | 1 | ₹1 |
| 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 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 | 1 | One Cubic Meter | 1 | ₹1 |
| 4 | Excavation for foundation in hard murum including removing the excavated material upto 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 upto 1.50 m) By Mechanical Means | - | One Cubic Meter | 1 | - |
| 5 | 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 Meter | 1 | - |
| 6 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distanceof 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means | 1 | One Cubic Meter | 1 | ₹1 |
| 7 | 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 Meter | 1 | - |
| 8 | 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 Mechanical Means | 1 | One Cubic Meter | 1 | ₹1 |
| 9 | 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. | 1 | One Square Meter | 1 | ₹1 |
| 10 | 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. | 1 | One Square Meter | 1 | ₹1 |
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