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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.9 CrAccepted-AOC S NO 280 2 A GALO NO 1 2 3 PLOT NO 358 2 MANIK ELITE BARAMATI DIST PUNE 413102 | PUNE | MAHARASHTRA | 413102 | ₹61.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹63.4 Cr+₹1.5 Cr (2.43%)Rejected-AOC 401 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | ₹63.4 Cr+₹1.5 Cr (2.43%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AVT INFRASTRUCTURE PRIVATE LIMITED L1 | Shubham EPC Private Limited L2 |
|---|---|---|---|---|---|
| 1.00 | 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, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. | 13,371.81 | Cubic Metre | 136 ₹18,18,566.16 Lowest | 222.53 ₹29,75,628.88 |
| 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 m. necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 m to 3.0 m) by Mechanical Means.. | 901.92 | Cubic Metre | 175 ₹1,57,836 Lowest | 277.35 ₹2,50,147.51 |
| 3.00 | Excavation for foundation in hard murum including removing the excavated material necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means.. | 1,670.04 | Cubic Metre | 145 ₹2,42,155.8 Lowest | 244.03 ₹4,07,539.86 |
| 4.00 | Excavation for foundation in hard murum including removing the excavated material necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 to 3.0 m) by Mechanical Means. | 634.19 | Cubic Metre | 165 ₹1,04,641.35 Lowest | 305.3 ₹1,93,618.21 |
| 5.00 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means. | 72.42 | Cubic Metre | 275 ₹19,915.5 Lowest | 461.18 ₹33,398.66 |
| 6.00 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (Lift from 1.5 m To 3.0 m.) by Mechanical Means. | 788.29 | Cubic Metre | 295 ₹2,32,545.55 Lowest | 563.3 ₹4,44,043.76 |
| 7.00 | 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. B. Spec. No As director by engineer incharge. | 7,397.14 | Square Metre | 95 ₹7,02,728.3 Lowest | 115.03 ₹8,50,893.01 |
| 8.00 | 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.. Spec. No As director by engineer incharge. | 4,977.87 | Square Metre | 95 ₹4,72,897.65 Lowest | 116.1 ₹5,77,930.71 |
| 9.00 | Providing dry trap rubble stone soling 15cm to 20cm thick including hand packing and compacting complete. | 2,825.13 | Cubic Metre | 1,966.03 ₹55,54,290.33 Lowest | 2,013.8 ₹56,89,246.79 |
| 10.00 | Filling in plinth and floors with approved excavated material in 15cm.to 20cm. layers including watering and compacting etc. complete. Spec. No Bd.A.10 Page No. 262 | 1,395.49 | Cubic Metre | 125.94 ₹1,75,748.01 Lowest | 129 ₹1,80,018.21 |
Tender Value
₹59.7 Cr
EMD Value
₹29.8 L
Closing Date
26 Mar 2026, 6:00 pmClosed
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
Construction of District Sports Complex on 80000 Sq.m. Plot At Katphal for Additional Sports Facilities (Phase-3), Tal.Baramati, Dist.Pune.
2026_PWDRP_1286230_1
E Tender Notice No.146 for 2025-2026
Open Tender
Civil Works - Buildings
Item Rate
545 days
Baramati
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹29.8 L
Chief Engineer, P. W. Region Office, Pune
3 Jul 2026
12 Mar 2026
27 Mar 2026
12 Mar 2026
26 Mar 2026
12 Mar 2026
12 Mar 2026 - 16 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. | 13,371.81 | Cubic 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 m. necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 m to 3.0 m) by Mechanical Means.. | 901.92 | Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum including removing the excavated material necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means.. | 1,670.04 | Cubic Metre | - | - |
| 4 | Excavation for foundation in hard murum including removing the excavated material necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 to 3.0 m) by Mechanical Means. | 634.19 | Cubic Metre | - | - |
| 5 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means. | 72.42 | Cubic Metre | - | - |
| 6 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (Lift from 1.5 m To 3.0 m.) by Mechanical Means. | 788.29 | Cubic Metre | - | - |
| 7 | 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. B. Spec. No As director by engineer incharge. | 7,397.14 | Square Metre | - | - |
| 8 | 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.. Spec. No As director by engineer incharge. | 4,977.87 | Square Metre | - | - |
| 9 | Providing dry trap rubble stone soling 15cm to 20cm thick including hand packing and compacting complete. | 2,825.13 | Cubic Metre | - | - |
| 10 | Filling in plinth and floors with approved excavated material in 15cm.to 20cm. layers including watering and compacting etc. complete. Spec. No Bd.A.10 Page No. 262 | 1,395.49 | Cubic Metre | - | - |
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