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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 CrAdmitted-Finance | ₹19.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹20.1 CrAdmitted-Finance A M HEIGHTS BUILDING AZAD CHOWK ROAD NEAR CENTRAL NAKA N 6 CIDCO CHHATRAPATI SAMBHAJINAGAR 431001 | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | 431001 | ₹20.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 714 714 PLOT NO 19 FLAT NO 102 AYODHYANAGAR PUNE 411007 | PUNE | MAHARASHTRA | 411007 | - | - | Rejected-Technical The tender has been disqualified due to non-submission of required machinery similar type of work and quantity as per tender condition no.ANNEXURE-I (Use of Specialized Machinery) and APPENDIX TO ITB |
| Sl No | Description | Qty | Unit | M/s.A.S.Wadgaonkar L1 | M/s. Star Construction Company, Aurangabad L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Spec. No.:- MORTH 201 | 4,256 | Sqm | 12 ₹51,072 | 13 ₹55,328 |
| 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 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 Means
Spec. No.:- Bd.A.1 Page One Number 259 | 733 | Cum | 213 ₹1.6 L | 216 ₹1.6 L |
| 3.00 | 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 etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means
Spec. No.:- Bd.A.2 Page One Number 259 | 654.11 | Cum | 292 ₹1.9 L | 296 ₹1.9 L |
| 4.00 | Excavation for foundation in hard murum and boulders including removing the excavated material up to 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 upto 1.5) By Mechanical Means. Spec. No.: Bd.A3 Page One Number 259 | 110.69 | Cum | 259 ₹28,668.71 | 263 ₹29,111.47 |
| 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 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 Up To 1.50m.) By Mechanical Means
Spec. No.:- Bd.A.4 Page One Number 259 | 110.69 | Cum | 442 ₹48,924.98 | 448 ₹49,589.12 |
| 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 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 from 1.5m To 3.0 m.) By Mechanical Means
Spec. No.:- Bd.A.4 Page One Number 259 | 683.95 | Cum | 539 ₹3.7 L | 547 ₹3.7 L |
| 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 upto 1.5 m). By Mechanical Means
Spec. No.:- Bd.A.6 Page One Number 260 | 3,402.83 | Cum | 1,345 ₹45.8 L | 1,364 ₹46.4 L |
| 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 upto 1.50 - 3.00 m). By Mechanical Means
Spec. No.:- Bd.A.6 Page One Number 260 | 2,799.79 | Cum | 1,480 ₹41.4 L | 1,501 ₹42.0 L |
| 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 upto 3.00 - 4.50 m). By Mechanical Means
Spec. No.:- Bd.A.6 Page One Number 260 | 889.14 | Cum | 1,614 ₹14.4 L | 1,637 ₹14.6 L |
| 10.00 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
Spec. No.:- MORTH 305 | 766.97 | Cum | 979 ₹7.5 L | 992 ₹7.6 L |
Updated dates
Tender Value
₹20.3 Cr
EMD Value
₹10.1 L
Closing Date
2 Apr 2026, 5:30 pmClosed
Executive Engineer, P.W. (West) Division,Satara.
Executive Engineer, P.W. (West) Division,Satara, Bandhkam Bhavan, Sadar Bazar, Satara, 415001
PROPOSED CONSTRUCTION OF OLYMPIC ATHLETE KHASHABA JADHAV WRESTLING HALL AT GOLESHWAR , KARAD TAL- KARAD DIST.SATARA
2026_PWDRP_1289348_1
E-Tender Notice No.93 For 2025-2026
Open Tender
Civil Works - Buildings
730 days
Tal karad Dist Satara
Please refer Tender documents.
11 documents required · 11 mandatory
₹3,540
₹10.1 L
office of the Chief Engineer, P.W.Region, Pune
8 May 2026
23 Mar 2026
6 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Spec. No.:- MORTH 201 | |||||
| 2Excavation 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 Means Spec. No.:- Bd.A.1 Page One Number 259 | |||||
| 3Excavation 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 etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means Spec. No.:- Bd.A.2 Page One Number 259 | |||||
| 4Excavation for foundation in hard murum and boulders including removing the excavated material up to 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 upto 1.5) By Mechanical Means. Spec. No.: Bd.A3 Page One Number 259 | |||||
| 5Excavation 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 Up To 1.50m.) By Mechanical Means Spec. No.:- Bd.A.4 Page One Number 259 | |||||
| 6Excavation 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 from 1.5m To 3.0 m.) By Mechanical Means Spec. No.:- Bd.A.4 Page One Number 259 | |||||
| 7Excavation 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 upto 1.5 m). By Mechanical Means Spec. No.:- Bd.A.6 Page One Number 260 | |||||
| 8Excavation 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 upto 1.50 - 3.00 m). By Mechanical Means Spec. No.:- Bd.A.6 Page One Number 260 | |||||
| 9Excavation 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 upto 3.00 - 4.50 m). By Mechanical Means Spec. No.:- Bd.A.6 Page One Number 260 | |||||
| 10Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) Spec. No.:- MORTH 305 | |||||
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