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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.8 CrAdmitted-Finance | ₹90.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹93.6 Cr+₹2.8 Cr (3.05%)Admitted-Finance 401 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | ₹93.6 Cr+₹2.8 Cr (3.05%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Shubham EPC Private Limited L2 | K H Construction L1 |
|---|---|---|---|---|---|
| 1.00PART A - WORK PORTION | |||||
| 2.00Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. | |||||
| 3.00 | Ground Floor | 7,953 | Square Metre | 15 ₹1,19,295 Lowest | 30 ₹2,38,590 |
| 4.00Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material with all lifts and leads 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 | |||||
| 5.00 | Ground Floor | 3,920.75 | Cubic Metre | 220 ₹8,62,564.78 Lowest | 800 ₹31,36,599.2 |
| 6.00Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material with all lifts and leads 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 | |||||
| 7.00 | Ground Floor | 3,604.51 | Cubic Metre | 275 ₹9,91,241.63 Lowest | 800 ₹28,83,612 |
| 8.00Excavation 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 3.0m To 4.5 m.) By MechanicalMeans | |||||
| 9.00 | Ground Floor | 3,106.36 | Cubic Metre | 885 ₹27,49,124.18 | 600 ₹18,63,813 Lowest |
| 10.00Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material with all lifts and leads beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from upto 4.5 to 6.0m). By Mechanical Means ( For All depths) | |||||
Tender Value
₹86.5 Cr
EMD Value
₹43.2 L
Closing Date
28 Jul 2026, 5:00 pmClosed
Executive Engineer Public Works (West) Division CS
Executive Engineer Public Works (West) Division CS
CONSTRUCTION OF GIRLS GOVT HOSTEL BUILDING AND RESIDENTIAL QUARTERS AT PADAMPURA CHHATRAPATI SAMBHAJI NAGAR, DIST.CHHATRAPATI SAMBHAJI NAGAR (CAPACITY 1000)
2026_PWR_1317433_1
E TENDER NOTICE NO 10 FOR 2026-2027
Open Tender
Civil Works
Item Rate
730 days
CHH SAMBHAJINAGAR
3 documents required · 3 mandatory
₹3,540
₹43.2 L
CHIEF ENGINEER P W REGION C.S.
4 Aug 2026
13 Jul 2026
29 Jul 2026
13 Jul 2026
28 Jul 2026
13 Jul 2026
13 Jul 2026 - 21 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART A - WORK PORTION | - | - | - | - |
| 2 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. | - | - | - | - |
| 3 | Ground Floor | - | Square Metre | - | - |
| 4 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material with all lifts and leads 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 | - | - | - | - |
| 5 | Ground Floor | 0.6 | Cubic Metre | - | - |
| 6 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material with all lifts and leads 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 | - | - | - | - |
| 7 | Ground Floor | 1 | Cubic Metre | - | - |
| 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 3.0m To 4.5 m.) By MechanicalMeans | - | - | - | - |
| 9 | Ground Floor | - | Cubic Metre | - | - |
| 10 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material with all lifts and leads beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift from upto 4.5 to 6.0m). By Mechanical Means ( For All depths) | - | - | - | - |
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