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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹129 CrAccepted-AOC PLOT NO 6 MAJANU HILL GANESH COLONY T V CENTRE AURANGABAD 431003 MAHARASHTRA | L1 | Accepted-AOC Accepted Bid | |
| 2 | L2₹142.4 Cr+₹13.4 Cr (10.4%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | L2 | Rejected-Finance Due to High Rates | |
| 3 | L3₹147.2 Cr+₹18.2 Cr (14.1%)Rejected-Finance RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | L3 | Rejected-Finance Due to High Rates | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Qualified | |
| 5 | Rejected-Technical 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L2 | Pawar Patkar Constructions Pvt.Ltd. L3 | Hi Tech Infra, Aurangabad 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 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
[A] GROUND FLOOR | 5,233.91 | Cum | 210 ₹10,99,121.1 Lowest | 233 ₹12,19,501.03 | 210 ₹10,99,121.1 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 etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means
[A] GROUND FLOOR | 2,396 | Cum | 310 ₹7,42,760 | 290 ₹6,94,840 | 260 ₹6,22,960 Lowest |
| 3.00 | 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 etc. complete. (Lift upto 1.50 m) By Mechanical Means
[A] GROUND FLOOR | 1,026.23 | Cum | 275 ₹2,82,213.25 | 255 ₹2,61,688.65 | 230 ₹2,36,032.9 Lowest |
| 4.00 | 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
[A] GROUND FLOOR | 926.29 | Cum | 310 ₹2,87,149.9 | 319 ₹2,95,486.51 | 290 ₹2,68,624.1 Lowest |
| 5.00 | 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 etc. complete. (Lift upto 1.5m.) By Mechanical Means
[A] GROUND FLOOR | 1,732 | Cum | 290 ₹5,02,280 | 283 ₹4,90,156 | 260 ₹4,50,320 Lowest |
| 6.00 | 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 etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means
[A] GROUND FLOOR | 820.14 | Cum | 350 ₹2,87,049 | 351 ₹2,87,869.14 | 320 ₹2,62,444.8 Lowest |
| 7.00 | 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 upto 1.5m) By Mechanical Means
[A] GROUND FLOOR | 340.01 | Cum | 450 ₹1,53,004.5 | 482 ₹1,63,884.82 | 440 ₹1,49,604.4 Lowest |
| 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 etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means
[A] GROUND FLOOR | 665.07 | Cum | 510 ₹3,39,185.7 Lowest | 589 ₹3,91,726.23 | 550 ₹3,65,788.5 |
| 9.00 | Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift upto 1.5m) By Mechanical Means
[A] GROUND FLOOR | 307.07 | Cum | 1,500 ₹4,60,605 | 1,485 ₹4,55,998.95 | 1,380 ₹4,23,756.6 Lowest |
| 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 upto 1.5 m). By Mechanical Means
[A] GROUND FLOOR | 293.07 | Cum | 1,450 ₹4,24,951.5 | 1,468 ₹4,30,226.76 | 1,390 ₹4,07,367.3 Lowest |
Tender Value
₹136.2 Cr
EMD Value
₹68.1 L
Closing Date
30 Jun 2025, 5:00 pmClosed
Executive Engineer, P.W.Division, Nashik
Executive Engineer Public Works Division Nashik Bhandkam Bhawan Trimbak Road Nashik Tal. Dist. Nashik Tel. No.- 0253-2583761-64 2575324
Construction of Administrative building for Mahatma Phule Resarch and Training Center Mahajoyti at Nashik Tal. Dist. Nashik (Civil and Electrical Works)
2025_PWR_1173760_1
E-Tender Notice No.05 for 2025-26 (Item Rate-SBD)
Open Tender
Civil Works
Item Rate
730 days
Tal.Dist. Nashik
As Per NIT
9 documents required · 9 mandatory
₹5,900
₹68.1 L
The Chief Engineer, Public Works Region, Nashik
21 Jan 2026
31 May 2025
1 Jul 2025
31 May 2025
30 Jun 2025
31 May 2025
13 Jun 2025
| 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 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
[A] GROUND FLOOR | 5,233.91 | Cum | - | - |
| 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 etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means
[A] GROUND FLOOR | 2,396 | Cum | - | - |
| 3 | 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 etc. complete. (Lift upto 1.50 m) By Mechanical Means
[A] GROUND FLOOR | 1,026.23 | Cum | - | - |
| 4 | 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
[A] GROUND FLOOR | 926.29 | Cum | - | - |
| 5 | 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 etc. complete. (Lift upto 1.5m.) By Mechanical Means
[A] GROUND FLOOR | 1,732 | Cum | - | - |
| 6 | 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 etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means
[A] GROUND FLOOR | 820.14 | Cum | - | - |
| 7 | 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 upto 1.5m) By Mechanical Means
[A] GROUND FLOOR | 340.01 | Cum | - | - |
| 8 | 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
[A] GROUND FLOOR | 665.07 | Cum | - | - |
| 9 | Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift upto 1.5m) By Mechanical Means
[A] GROUND FLOOR | 307.07 | Cum | - | - |
| 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 upto 1.5 m). By Mechanical Means
[A] GROUND FLOOR | 293.07 | Cum | - | - |
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