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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 CrAdmitted-Finance | ₹51.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹56.5 Cr+₹5.0 Cr (9.64%)Admitted-Finance RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | ₹56.5 Cr+₹5.0 Cr (9.64%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 40 SATSANG COLONY GONDUR ROAD DEOPUR DHULE TAL AND DIST DHULE | DHULE | MAHARASHTRA | 424001 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | Pawar Patkar Constructions Pvt.Ltd. L2 | Sonawane Mudawadkar JV 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 Etcetera complete. (Lift upto 1.5 metre) By Mechanical Means
A) Ground Floor | 5,558.69 | Cubic Metre | 233.58 ₹12,98,398.81 | 214 ₹11,89,559.66 Lowest |
| 2.00 | 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 Etcetera complete. (Lift from 1.5 metre to 3.0 metre) By Mechanical Means
A) Ground Floor | 4,247.32 | Cubic Metre | 293.67 ₹12,47,310.46 | 266 ₹11,29,787.12 Lowest |
| 3.00 | Excavation Depth 3.00 Meter to 4.50 Meter Rate Increase 20% of SSR Item No.21.04 In Basic Rate
A) Ground Floor | 1,415.78 | Cubic Metre | 349.35 ₹4,94,602.74 | 319 ₹4,51,633.82 Lowest |
| 4.00 | 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 Etcetera complete. (Lift upto 1.50 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 254.85 ₹36,081.66 | 234 ₹33,129.72 Lowest |
| 5.00 | 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 Etcetera complete. (Lift from 1.5 to 3.0 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 323.27 ₹45,768.57 | 293 ₹41,482.94 Lowest |
| 6.00 | 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 Etcetera complete. (Lift upto 1.5 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 285.4 ₹40,406.93 | 260 ₹36,810.8 Lowest |
| 7.00 | Excavation for foundation in Hard murum and boulders 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 Etcetera complete. (Lift from 1.5 metre to 3.0 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 348.81 ₹49,384.52 | 322 ₹45,588.76 Lowest |
| 8.00 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300 metre to 500 metre inclusive, from the site of excavation to the site of deposition as directed.
A) Ground Floor | 10,476.74 | Cubic Metre | 682.24 ₹71,47,651.1 | 623 ₹65,27,009.02 Lowest |
| 9.00 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre Layers including watering and compacting Etcetera complete.
A) Ground Floor | 622.91 | Cubic Metre | 136.6 ₹85,089.51 | 124 ₹77,240.84 Lowest |
| 10.00 | 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 etcetra complete.
A) Ground Floor | 2,499.4 | Cubic Metre | 1,001.73 ₹25,03,723.96 | 914 ₹22,84,451.6 Lowest |
Tender Value
₹52.0 Cr
EMD Value
₹26.0 L
Closing Date
16 Jun 2026, 6:00 pmClosed
Executive Engineer, P.W.Division,Dhule
Executive Engineer, P.W.Division,Dhule
Construction of Class-III Residential Quarters at District Jail, Dhule (112 Quarters) Tal.Dist.Dhule
2026_PWR_1306459_1
Dhule/ETN_No.6/2026-27
Open Tender
Civil Works - Buildings
Item Wise
1080 days
Dhule
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,540
₹26.0 L
Chief Engineer, P.W.Region, Nashik
19 Jun 2026
3 Jun 2026
18 Jun 2026
3 Jun 2026
16 Jun 2026
3 Jun 2026
9 Jun 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 Etcetera complete. (Lift upto 1.5 metre) By Mechanical Means
A) Ground Floor | 5,558.69 | Cubic Metre | 1 | ₹5,558.69 |
| 2 | 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 Etcetera complete. (Lift from 1.5 metre to 3.0 metre) By Mechanical Means
A) Ground Floor | 4,247.32 | Cubic Metre | 1 | ₹4,247.32 |
| 3 | Excavation Depth 3.00 Meter to 4.50 Meter Rate Increase 20% of SSR Item No.21.04 In Basic Rate
A) Ground Floor | 1,415.78 | Cubic Metre | 1 | ₹1,415.78 |
| 4 | 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 Etcetera complete. (Lift upto 1.50 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 1 | ₹141.58 |
| 5 | 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 Etcetera complete. (Lift from 1.5 to 3.0 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 1 | ₹141.58 |
| 6 | 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 Etcetera complete. (Lift upto 1.5 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 1 | ₹141.58 |
| 7 | Excavation for foundation in Hard murum and boulders 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 Etcetera complete. (Lift from 1.5 metre to 3.0 metre) By Mechanical Means
A) Ground Floor | 141.58 | Cubic Metre | 1 | ₹141.58 |
| 8 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300 metre to 500 metre inclusive, from the site of excavation to the site of deposition as directed.
A) Ground Floor | 10,476.74 | Cubic Metre | 1 | ₹10,476.74 |
| 9 | Filling in plinth and floors with approved excavated material in 15 centimetre to 20 centimetre Layers including watering and compacting Etcetera complete.
A) Ground Floor | 622.91 | Cubic Metre | 1 | ₹622.91 |
| 10 | 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 etcetra complete.
A) Ground Floor | 2,499.4 | Cubic Metre | 1 | ₹2,499.4 |
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