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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹125.2 CrAccepted-AOC RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | ₹125.2 Cr Quoted ₹124.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹128.7 Cr+₹4.7 Cr (3.76%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹128.7 Cr+₹4.7 Cr (3.76%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹132.5 Cr+₹8.5 Cr (6.87%)Rejected-Finance | ₹132.5 Cr+₹8.5 Cr (6.87%) | L3 | Rejected-Finance Not L1 |
| 4 | Rejected-Technical MANGALDAS ESTATE SATYANARAYAN NAGAR AMRAIWADI AHMEDABAD 380 026 | AHMEDABAD | AHMEDABAD | GUJARAT | 380026 | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L2 | Nyati Engineers And Consultants PVT Ltd L3 | Pawar Patkar Constructions Pvt.Ltd. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Labour Charges for Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. | 5,795 | Square Meter | 8 ₹46,360 Lowest | 8 ₹46,360 Lowest | 8 ₹46,360 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 m. beyond the building area & 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 Means | 1,432.09 | Cubic Meter | 241 ₹3,45,134.17 Lowest | 244 ₹3,49,430.45 | 250 ₹3,58,023 |
| 3.00 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 meters 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 from 0 to 1.5m.) By Mechanical Means | 3,490.24 | Cubic Meter | 264 ₹9,21,422.3 Lowest | 268 ₹9,35,383.25 | 274 ₹9,56,324.66 |
| 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 meters 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 from 0.0m To 1.5 m.) By Mechanical Means | 2,238.24 | Cubic Meter | 500 ₹11,19,121 Lowest | 506 ₹11,32,550.45 | 517 ₹11,57,171.11 |
| 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 meters 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 from 1.5m To 3.0 m.) By Mechanical Means | 6,974.89 | Cubic Meter | 610 ₹42,54,682.9 Lowest | 618 ₹43,10,482.02 | 632 ₹44,08,130.48 |
| 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 meters 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 from 3.0m To 4.5 m.) By Mechanical Means | 6,046.09 | Cubic Meter | 732 ₹44,25,737.88 Lowest | 742 ₹44,86,198.78 | 758 ₹45,82,936.22 |
| 7.00 | 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 upto 4.5 to 6.0m). By Mechanical Means | 6,046.09 | Cubic Meter | 1,978 ₹1,19,59,166.02 Lowest | 2,005 ₹1,21,22,410.45 | 2,023 ₹1,22,31,240.07 |
| 8.00 | 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 upto 6.0 to 7.5m). By Mechanical Means | 6,046.09 | Cubic Meter | 2,131 ₹1,28,84,217.79 Lowest | 2,159 ₹1,30,53,508.31 | 2,179 ₹1,31,74,430.11 |
| 9.00 | 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 upto 7.5 m to 9.0 m). By Mechanical Means | 5,587.18 | Cubic Meter | 2,283 ₹1,27,55,531.94 Lowest | 2,314 ₹1,29,28,734.52 | 2,314 ₹1,29,28,734.52 |
| 10.00 | 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 upto 9.0 m to 10.5 m). By Mechanical Means | 95.18 | Cubic Meter | 2,435 ₹2,31,763.3 Lowest | 2,468 ₹2,34,904.24 | 2,468 ₹2,34,904.24 |
Tender Value
₹120.7 Cr
EMD Value
₹60.4 L
Closing Date
30 Jan 2026, 6:00 pmClosed
Executive Engineer P W Building Division Pune
Executive Engineer P W Building Division Shivkirti Ghorpadi Pune 411001
Construction of New Administrative Building For The Office of commissioner of Social Justice at Pune.
2026_PWDRP_1267385_1
e Tender Notice No 5 / 2025-26
Open Tender
Civil Works - Buildings
Item Rate
730 days
3 Church Road Pune
Please refer Tender documents.
7 documents required · 7 mandatory
₹11,800
₹60.4 L
Yes
Chief Engineer Public Works Region Pune
17 Jul 2026
9 Jan 2026
3 Feb 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
20 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour Charges for Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. | - | Square Meter | 100 | - |
| 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. beyond the building area & 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 Means | 0.8 | Cubic Meter | 100 | ₹80 |
| 3 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 meters 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 from 0 to 1.5m.) By Mechanical Means | 0.4 | Cubic Meter | 10 | ₹3.99 |
| 4 | Excavation for foundation in soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 meters 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 from 0.0m To 1.5 m.) By Mechanical Means | 0.8 | Cubic Meter | 10 | ₹8 |
| 5 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 meters 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 from 1.5m To 3.0 m.) By Mechanical Means | - | Cubic Meter | 10 | - |
| 6 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 meters 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 from 3.0m To 4.5 m.) By Mechanical Means | - | Cubic Meter | 10 | - |
| 7 | 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 upto 4.5 to 6.0m). By Mechanical Means | - | Cubic Meter | 10 | - |
| 8 | 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 upto 6.0 to 7.5m). By Mechanical Means | - | Cubic Meter | 10 | - |
| 9 | 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 upto 7.5 m to 9.0 m). By Mechanical Means | - | Cubic Meter | 10 | - |
| 10 | 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 upto 9.0 m to 10.5 m). By Mechanical Means | - | Cubic Meter | 10 | - |
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