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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹309.9 CrAdmitted-Finance 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | ₹309.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹321.5 Cr+₹11.6 Cr (3.75%)Admitted-Finance 72 76 INDUSTRIAL ESTATE MUNDHAWA PUNE 411 036 | PUNE | PUNE | MAHARASHTRA | 411036 | ₹321.5 Cr+₹11.6 Cr (3.75%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | B G SHIRKE CONSTRUCTION TECHNOLOGY PVT LTD L2 | Shubham EPC Private Limited L1 |
|---|---|---|---|---|---|
| 1.00 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. | 1,55,516.17 | Square Metre | 16 ₹24,88,258.72 | 8 ₹12,44,129.36 Lowest |
| 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, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means.. | 3,370.09 | Cubic Metre | 137 ₹4,61,702.33 Lowest | 198 ₹6,67,277.82 |
| 3.00 | 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, dewatering etc. complete. (Lift from 1.5 metre) by Mechanical Means.. | 3,362.56 | Cubic Metre | 137 ₹4,60,670.72 Lowest | 241 ₹8,10,376.96 |
| 4.00 | 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, dewatering etc. complete (lift upto 1.5 metre) by Mechanical Means. | 13,476.78 | Cubic Metre | 322 ₹43,39,523.16 Lowest | 462 ₹62,26,272.36 |
| 5.00 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift 1.5 To 3 metre) by Mechanical Means. | 13,988.68 | Cubic Metre | 596 ₹83,37,253.28 Lowest | 1,400 ₹1,95,84,152 |
| 6.00 | 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. | 50,206.31 | Square Metre | 72 ₹36,14,854.32 Lowest | 120 ₹60,24,757.2 |
| 7.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. | 26,435.87 | Square Metre | 72 ₹19,03,382.64 Lowest | 115 ₹30,40,125.05 |
| 8.00 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | 2,990.7 | Cubic Metre | 2,086 ₹62,38,600.2 | 1,925 ₹57,57,097.5 Lowest |
| 9.00 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre layers including watering and compacting etc. complete.
Spec. No. : Bd.A. 11/Page No. 262 | 1,970.8 | Cubic Metre | 121 ₹2,38,466.8 Lowest | 131 ₹2,58,174.8 |
| 10.00 | Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete.
Spec. No. : Bd.A. 11/Page No. 263 | 5,974.81 | Cubic Metre | 701 ₹41,88,341.81 Lowest | 957 ₹57,17,893.17 |
Tender Value
₹289.6 Cr
EMD Value
₹1.4 Cr
Closing Date
12 Mar 2026, 6:00 pmClosed
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
Construction of Veterinary and Animal Sciences College, Hospital and other Ancillary Works at Baramati, Tal.Baramati, Dist.Pune.
2026_PWDRP_1278790_1
E Tender Notice No.138 for 2025-2026
Open Tender
Civil Works - Buildings
Item Rate
730 days
Baramati
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹1.4 Cr
Chief Engineer, P. W. Region Office, Pune
5 May 2026
17 Feb 2026
13 Mar 2026
17 Feb 2026
12 Mar 2026
17 Feb 2026
17 Feb 2026 - 18 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. | 1,55,516.17 | 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, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means.. | 3,370.09 | Cubic Metre | - | - |
| 3 | 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, dewatering etc. complete. (Lift from 1.5 metre) by Mechanical Means.. | 3,362.56 | Cubic Metre | - | - |
| 4 | 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, dewatering etc. complete (lift upto 1.5 metre) by Mechanical Means. | 13,476.78 | Cubic Metre | - | - |
| 5 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift 1.5 To 3 metre) by Mechanical Means. | 13,988.68 | Cubic Metre | - | - |
| 6 | 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. | 50,206.31 | Square Metre | - | - |
| 7 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. | 26,435.87 | Square Metre | - | - |
| 8 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | 2,990.7 | Cubic Metre | - | - |
| 9 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre layers including watering and compacting etc. complete.
Spec. No. : Bd.A. 11/Page No. 262 | 1,970.8 | Cubic Metre | - | - |
| 10 | Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete.
Spec. No. : Bd.A. 11/Page No. 263 | 5,974.81 | Cubic Metre | - | - |
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