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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.5 CrAccepted-AOC 503 4 BHOSALE DYNASTY SHITOLE NAGAR OLD SANGVI PUNE 411027 | PUNE | PUNE | MAHARASHTRA | 411027 | ₹50.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹53.1 Cr+₹2.6 Cr (5.19%)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 | ₹53.1 Cr+₹2.6 Cr (5.19%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | AVT INFRASTRUCTURE PRIVATE LIMITED L2 | S S SATHE INFRA PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 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 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.. | 3,349.1 | Cubic Metre | 310.5 ₹10,39,895.55 | 250 ₹8,37,275 Lowest |
| 2.00 | 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, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means. | 1,886.26 | Cubic Metre | 378 ₹7,13,006.28 | 270 ₹5,09,290.2 Lowest |
| 3.00 | Excavation for foundation in hard murum and boulders 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, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means. | 3,772.53 | Cubic Metre | 468 ₹17,65,544.04 | 312 ₹11,77,029.36 Lowest |
| 4.00 | 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. | 1,049.9 | Cubic Metre | 2,352.6 ₹24,69,994.74 | 1,568.4 ₹16,46,663.16 Lowest |
| 5.00 | 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. | 17,069.39 | Square Metre | 107 ₹18,26,424.73 Lowest | 107 ₹18,26,424.73 Lowest |
| 6.00 | 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. | 3,111.76 | Square Metre | 108 ₹3,36,070.08 Lowest | 108 ₹3,36,070.08 Lowest |
| 7.00 | 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 | 1,674.93 | Cubic Metre | 120 ₹2,00,991.6 Lowest | 120 ₹2,00,991.6 Lowest |
| 8.00 | 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 | 1,125.71 | Cubic Metre | 929.75 ₹10,46,628.87 Lowest | 929.75 ₹10,46,628.87 Lowest |
| 9.00 | Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand/ grit, ramming, watering etc. complete. | 490.62 | Cubic Metre | 2,754.83 ₹13,51,574.69 | 1,836.55 ₹9,01,048.16 Lowest |
| 10.00 | Providing and laying Cast in situ/ Ready Mix cement concrete in Mix- 10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). | 796.53 | Cubic Metre | 7,433.29 ₹59,20,838.48 | 7,055.33 ₹56,19,782 Lowest |
Tender Value
₹44.9 Cr
EMD Value
₹22.4 L
Closing Date
27 Feb 2026, 6:00 pmClosed
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
Construction of Nursing College and Nursing Hostel at Punyashlok Ahilyadevi Holkar Government Medical College, Baramati Taluka Baramati District Pune.
2026_PWDRP_1277745_1
E Tender Notice No.137 for 2025-2026
Open Tender
Civil Works - Buildings
Item Rate
730 days
Baramati
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹22.4 L
Chief Engineer, P. W. Region Office, Pune
2 Sept 2026
13 Feb 2026
28 Feb 2026
13 Feb 2026
27 Feb 2026
13 Feb 2026
13 Feb 2026 - 16 Feb 2026
16 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 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.. | 3,349.1 | Cubic Metre | - | - |
| 2 | 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, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means. | 1,886.26 | Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum and boulders 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, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means. | 3,772.53 | Cubic Metre | - | - |
| 4 | 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. | 1,049.9 | Cubic Metre | - | - |
| 5 | 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. | 17,069.39 | Square Metre | - | - |
| 6 | 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. | 3,111.76 | Square Metre | - | - |
| 7 | 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 | 1,674.93 | Cubic Metre | - | - |
| 8 | 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 | 1,125.71 | Cubic Metre | - | - |
| 9 | Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand/ grit, ramming, watering etc. complete. | 490.62 | Cubic Metre | - | - |
| 10 | Providing and laying Cast in situ/ Ready Mix cement concrete in Mix- 10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). | 796.53 | Cubic Metre | - | - |
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