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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹303.2 CrAccepted-AOC YOGESHWARI NAGARI RING ROAD AMBAJOGAI | AMBAJOGAI | BEED | MAHARASHTRA | ₹303.2 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹306.4 Cr+₹3.2 Cr (1.04%)Rejected-AOC 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | ₹306.4 Cr+₹3.2 Cr (1.04%) | L2 | Rejected-AOC Accepted |
| 3 | L3₹310.7 Cr+₹7.5 Cr (2.46%)Rejected-AOC 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹310.7 Cr+₹7.5 Cr (2.46%) | L3 | Rejected-AOC Accepted |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L3 | Vinayak Construction Ambajogai L1 | Shubham EPC Private Limited L2 |
|---|---|---|---|---|---|---|
| 1.00 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etcetera complete. | - | - | - | - | - |
| 1.01 | A] Ground Floor | 1,55,640.47 | One Square Metre | 15 ₹23,34,607 | 7.59 ₹11,81,311 Lowest | 14.25 ₹22,17,877 |
| 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 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 | - | - | - | - | - |
| 2.01 | A] Ground Floor | 29,990.98 | One Cubic Metre | 350 ₹1,04,96,843 | 224.43 ₹67,30,876 Lowest | 275.61 ₹82,65,814 |
| 3.00 | Excavation for foundation in hard murum including removing the excavated material upto 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 1.50 metre) By Mechanical Means | - | - | - | - | - |
| 3.01 | A] Ground Floor | 6,982.26 | One Cubic Metre | 279 ₹19,48,051 | 246.11 ₹17,18,404 Lowest | 280.64 ₹19,59,501 |
| 4.00 | Excavation for foundation in Hard murum including removing the excavated material upto 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 from 1.5 to 3.0 metre.) By Mechanical Means | - | - | - | - | - |
| 4.01 | A] Ground Floor | 6,933.59 | One Cubic Metre | 345.31 ₹23,94,238 | 364.28 ₹25,25,768 | 345.14 ₹23,93,059 Lowest |
| 5.00 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto 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 from 1.5 metre to 3.0 metre) By Mechanical Means | - | - | - | - | - |
| 5.01 | A] Ground Floor | 6,787.48 | One Cubic Metre | 380.35 ₹25,81,618 | 338.27 ₹22,96,001 Lowest | 380.15 ₹25,80,261 |
Tender Value
₹288.5 Cr
EMD Value
₹1.4 Cr
Closing Date
27 Apr 2026, 6:55 pmClosed
Executive Engineer P.W.D. Ambajogai
Executive Engineer P.W.D. Ambajogai
Construction of Veterinary and Animal Sciences College, Hospital and Other Ancillary Works at Parali (V) Tq. Parali (V) Dist.Beed.
2026_PWR_1292741_1
Ambajogai_PWD_B_2_18_2025_26
Open Tender
Civil Works
Item Rate
730 days
Parali V.
Pls refer tender document.
2 documents required · 2 mandatory
₹11,800
₹1.4 Cr
Chief Engineer, P.W.Region Ch. Sambhajinagar
7 Jul 2026
6 Apr 2026
29 Apr 2026
6 Apr 2026
27 Apr 2026
6 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etcetera complete. | - | - | - | - |
| - | A] Ground Floor | 0.29 | One Square Metre | - | - |
| - | 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 | 1 | One Cubic Metre | - | - |
| - | Excavation for foundation in hard murum including removing the excavated material upto 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 1.50 metre) By Mechanical Means | - | - | - | - |
| - | A] Ground Floor | - | One Cubic Metre | - | - |
| - | Excavation for foundation in Hard murum including removing the excavated material upto 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 from 1.5 to 3.0 metre.) By Mechanical Means | - | - | - | - |
| - | A] Ground Floor | - | One Cubic Metre | - | - |
| - | Excavation for foundation in Hard murum and boulders including removing the excavated material upto 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 from 1.5 metre to 3.0 metre) By Mechanical Means | - | - | - | - |
| - | A] Ground Floor | 1 | One Cubic Metre | - | - |
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