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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹108.5 CrAccepted-AOC | ₹108.5 Cr Quoted ₹110.0 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹116.5 CrRejected-AOC 303 ISCON MALL NEAR BIG BAZAR 150 FT RING ROAD RAJKOT 360001 GUJRAT | RAJKOT | GUJARAT | 360001 | ₹116.5 Cr | L2 | Rejected-AOC Accept |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical FLAT NO 202 RAHUL ENCLAVES S NO 116 7 1 PLOT NO A WARJE PUNE 411058 | PUNE | MAHARASHTRA | 411058 | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical AT POST SAIKADE TAL PATAN DIST SATARA MAHARASHTRA | SAIKADE | SATARA | MAHARASHTRA | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | Shreejikrupa Project Ltd. L2 | Aashi Solutions Private Limited L1 |
|---|---|---|---|---|---|
| 1.01Civil Items | |||||
| 1.02 | Cutting down trees including trunks and branches with girths above 30 cm. to 60 cm. and stacking the material neatly with all lifts and lead of 1000 m as directed and earth filling in the depression/pit if any. | 35 | Number | 473 ₹16,555 | 446 ₹15,610 |
| 2.00 | Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | 6 | Number | 789 ₹4,734 | 744 ₹4,464 |
| 3.00 | Cutting down trees including trunks and branches with girths above 90 cm. to 180 cm. and stacking the material neatly with all lifts and lead of 1000 m as directed and earth filling in the depression/pit if any. | 5 | Number | 1,578 ₹7,890 | 1,487 ₹7,435 |
| 4.00 | 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.. | 2,549.4 | Cubic Metre | 213 ₹5.4 L | 201 ₹5.1 L |
| 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 etc. complete. (Lift from 1.5m to 3.0m) By Manual Means | 3,734.96 | Cubic Metre | 316 ₹11.8 L | 297 ₹11.1 L |
| 6.00 | 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, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means.. | 3,428.91 | Cubic Metre | 308 ₹10.6 L | 290 ₹9.9 L |
| 7.00 | Excavation for foundation in Hard 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 to 3.0 m.) by Mechanical Means. | 2,106.63 | Cubic Metre | 339 ₹7.1 L | 320 ₹6.7 L |
| 8.00 | 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, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means. | 1,007.44 | Cubic Metre | 473 ₹4.8 L | 446 ₹4.5 L |
| 9.00 | 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, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means. | 2,975.41 | Cubic Metre | 592 ₹17.6 L | 558 ₹16.6 L |
Tender Value
₹103.8 Cr
EMD Value
₹53.1 L
Closing Date
9 Apr 2025, 5:30 pmClosed
Executive Engineer P.W.Division Pandharpur
Executive Engineer P.W.Division Link Road Pandharpur
Redevelopment of Patrashed At Pandharpur Dist- Solapur (Construction Of Darshan Mandap and Skywalk for Shri Vitthal Rukmini Mandir Samiti At Pandharpur Dist-Solapur) - (Using Precast Construction Technology)
2025_PWDRP_1163894_1
Tender Notice No. 40/2024-25 (Short Notice)
Open Tender
Civil Works
730 days
Tal-Pandharpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
₹53.1 L
Chief Engineer, P.W.Region, Pune
19 Nov 2025
22 Mar 2025
11 Apr 2025
22 Mar 2025
9 Apr 2025
22 Mar 2025
28 Mar 2025
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