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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 CrAccepted-AOC 309 10 SURESHWAR TECHNO IT PARK PREMISES CO OP SOC LTD NEW LINK ROAD BORIVALI WEST MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | ₹33.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹34.6 Cr+₹68.5 L (2.02%)Rejected-AOC S NO 280 2 A GALO NO 1 2 3 PLOT NO 358 2 MANIK ELITE BARAMATI DIST PUNE 413102 | PUNE | MAHARASHTRA | 413102 | ₹34.6 Cr+₹68.5 L (2.02%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Hirani Enterprises L1 | AVT INFRASTRUCTURE 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 etc. complete. (Lift upto 1.5 m.) By Mechanical Spec.No. : Means Bd.A.1 Page No.259 | 2,078.85 | Cubic Metre | 220 ₹4,57,347 | 218 ₹4,53,189.3 Lowest |
| 2.00 | 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 Spec.No. : Means Bd.A.2 Page No.259 | 4,566.25 | Cubic Metre | 242 ₹11,05,032.5 | 239 ₹10,91,333.75 Lowest |
| 3.00 | 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 Spec.No. : Bd.A.3, Page No. 259. | 405.07 | Cubic Metre | 268 ₹1,08,558.76 | 266 ₹1,07,748.62 Lowest |
| 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 etc. complete (lift upto 1.5m) By Mechanical Means Spec.No. : Bd.A.4, Page No. 259. | 739.9 | Cubic Metre | 457 ₹3,38,134.3 | 453 ₹3,35,174.7 Lowest |
| 5.00 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material up to 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 up to 1.5m). By Mechanical Means Spec.No. : Bd.A.6, Page No. 260. | 406.27 | Cubic Metre | 1,392 ₹5,65,527.84 | 1,379 ₹5,60,246.33 Lowest |
| 6.00 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Spec. No. MORTH 305 | 1,868.73 | Cubic Metre | 208 ₹3,88,695.84 | 206 ₹3,84,958.38 Lowest |
| 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. | 5,011.53 | Square Metre | 114 ₹5,71,314.42 | 113 ₹5,66,302.89 Lowest |
| 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. | 2,680.45 | Square Metre | 115 ₹3,08,251.75 | 114 ₹3,05,571.3 Lowest |
| 9.00 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No As director by engineer incharge. | 284.66 | Cubic Metre | 2,183.85 ₹6,21,654.74 | 2,163.85 ₹6,15,961.54 Lowest |
| 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 | 3,240.57 | Cubic Metre | 128 ₹4,14,792.96 | 127 ₹4,11,552.39 Lowest |
Tender Value
₹32.3 Cr
EMD Value
₹16.2 L
Closing Date
4 Mar 2026, 6:00 pmClosed
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
Construction of Divisional Workshop at Maharashtra Industrial Development Corporation, at Baramati, Taluka Baramati District Pune. ( Phase - II )
2026_PWDRP_1279780_1
E Tender Notice No.139 for 2025-2026
Open Tender
Civil Works - Buildings
Item Rate
540 days
Baramati
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹16.2 L
Chief Engineer, P. W. Region Office, Pune
2 Jul 2026
18 Feb 2026
5 Mar 2026
18 Feb 2026
4 Mar 2026
18 Feb 2026
18 Feb 2026 - 23 Feb 2026
23 Feb 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 etc. complete. (Lift upto 1.5 m.) By Mechanical Spec.No. : Means Bd.A.1 Page No.259 | 2,078.85 | Cubic Metre | - | - |
| 2 | 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 Spec.No. : Means Bd.A.2 Page No.259 | 4,566.25 | Cubic Metre | - | - |
| 3 | 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 Spec.No. : Bd.A.3, Page No. 259. | 405.07 | 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 etc. complete (lift upto 1.5m) By Mechanical Means Spec.No. : Bd.A.4, Page No. 259. | 739.9 | 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 up to 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 up to 1.5m). By Mechanical Means Spec.No. : Bd.A.6, Page No. 260. | 406.27 | Cubic Metre | - | - |
| 6 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Spec. No. MORTH 305 | 1,868.73 | 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. | 5,011.53 | 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. | 2,680.45 | Square Metre | - | - |
| 9 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. Spec. No As director by engineer incharge. | 284.66 | 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 | 3,240.57 | Cubic Metre | - | - |
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