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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.5 CrAccepted-AOC 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | L1 | Accepted-AOC L1 | |
| 2 | L2₹65.7 Cr+₹22.8 L (0.35%)Rejected-AOC FLAT NO 201 MANOHAR RESIDENCY MODEL COLONY SHIVAJI NAGAR PUNE 411005 | PUNE | PUNE | MAHARASHTRA | 411005 | L2 | Rejected-AOC L2 | |
| 3 | L3₹66.6 Cr+₹1.2 Cr (1.80%)Rejected-Finance 308 302 1ST FLOOR LABH CHAMBERS STATION ROAD CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | OMKAR CONSTRUCTION L2 | Hi Tech Infra, Aurangabad L3 | 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. | 2,284.62 | One Square Metre | 8 ₹18,276.96 | 7 ₹15,992.34 Lowest | 8 ₹18,276.96 |
| 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.. | 4,196.85 | One Cubic Metre | 239 ₹10,03,047.15 | 238 ₹9,98,850.3 | 230 ₹9,65,275.5 Lowest |
| 3.00 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means.. | 3,426.93 | One Cubic Metre | 297 ₹10,17,798.21 | 295 ₹10,10,944.35 | 292 ₹10,00,663.56 Lowest |
| 4.00 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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, dewatering etc. complete. (Lift from 3.0 metre to 4.5 metre) by Mechanical Means.. | 2,466.29 | One Cubic Metre | 340 ₹8,38,538.6 | 337 ₹8,31,139.73 | 332 ₹8,18,808.28 Lowest |
| 5.00 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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, dewatering etc. complete. (Lift from 4.5 metre to 6.0 metre) by Mechanical Means.. | 1,322.48 | One Cubic Metre | 376 ₹4,97,252.48 | 373 ₹4,93,285.04 | 368 ₹4,86,672.64 Lowest |
| 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 distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete.(Lift from 6.0 metre to 7.50metre) by Mechanical Means. | 705.32 | One Cubic Metre | 1,461 ₹10,30,472.52 | 1,450 ₹10,22,714 | 1,423 ₹10,03,670.36 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. | 7,031.41 | One Square Metre | 123 ₹8,64,863.43 | 122 ₹8,57,832.02 Lowest | 122 ₹8,57,832.02 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. | 1,507.37 | One Square Metre | 116 ₹1,74,854.92 | 115 ₹1,73,347.55 Lowest | 117 ₹1,76,362.29 |
| 9.00 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. | 301.47 | One Cubic Metre | 2,109 ₹6,35,800.23 | 1,889 ₹5,69,476.83 Lowest | 2,045 ₹6,16,506.15 |
| 10.00 | 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 | 861.59 | One Cubic Metre | 139 ₹1,19,761.01 | 138 ₹1,18,899.42 Lowest | 139 ₹1,19,761.01 |
Tender Value
₹58.6 Cr
EMD Value
₹29.3 L
Closing Date
25 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Public Work(East)Division Pune
Executive Engineer Public Work(East)Division Pune
Construction of Additional Court Building (Basement and Stilt and 9 Floors) (12 Court Halls) at Baramati, Tal.Baramati, Dist.Pune
2025_PWDRP_1188667_2
E Tender Notice No.32 for 2025-2026
Open Tender
Civil Works - Buildings
Item Rate
730 days
Baramati
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
₹29.3 L
Chief Engineer, P. W. Region Office, Pune
10 Oct 2025
11 Jun 2025
27 Jun 2025
11 Jun 2025
25 Jun 2025
11 Jun 2025
11 Jun 2025 - 13 Jun 2025
13 Jun 2025
| 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. | 2,284.62 | One 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.. | 4,196.85 | One Cubic Metre | - | - |
| 3 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means.. | 3,426.93 | One Cubic Metre | - | - |
| 4 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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, dewatering etc. complete. (Lift from 3.0 metre to 4.5 metre) by Mechanical Means.. | 2,466.29 | One Cubic Metre | - | - |
| 5 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, 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, dewatering etc. complete. (Lift from 4.5 metre to 6.0 metre) by Mechanical Means.. | 1,322.48 | One Cubic Metre | - | - |
| 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 distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete.(Lift from 6.0 metre to 7.50metre) by Mechanical Means. | 705.32 | One 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. | 7,031.41 | One 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. | 1,507.37 | One Square Metre | - | - |
| 9 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. | 301.47 | One Cubic Metre | - | - |
| 10 | 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 | 861.59 | One Cubic Metre | - | - |
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