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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹130.2 CrAdmitted-Finance | ₹130.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹140.0 Cr+₹9.8 Cr (7.53%)Admitted-Finance 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | ₹140.0 Cr+₹9.8 Cr (7.53%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VASCON ENGINEERS LTD L1 | Shubham EPC Private Limited L2 |
|---|---|---|---|---|---|
| 1.00L | |||||
| 1.10 | 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 | 3,121.01 | One Cubic Metre | 216.69 ₹19,54,826.11 Lowest | 233 ₹21,01,963.56 |
| 2.00 | 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 Manual Means | 5,040.68 | One Cubic Metre | 387.81 ₹19,54,826.11 Lowest | 417 ₹21,01,963.56 |
| 3.00 | 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 | 2,381.06 | One Cubic Metre | 262.26 ₹6,24,456.8 Lowest | 282 ₹6,71,458.92 |
| 4.00 | 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 | 1,171.89 | One Cubic Metre | 333.87 ₹3,91,258.91 Lowest | 359 ₹4,20,708.51 |
| 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 from 1.5m To 3.0 m.) By Mechanical Means | 705.07 | One Cubic Metre | 545.91 ₹3,84,904.76 Lowest | 587 ₹4,13,876.09 |
| 6.00 | Excavation for foundation in Hard-rock by 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/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means | 671.7 | One Cubic Metre | 1,070.43 ₹7,19,007.83 Lowest | 1,151 ₹7,73,126.7 |
| 7.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.
Ground Floor Level | 1,766.44 | One Square Metre | 106.02 ₹1,87,277.97 Lowest | 114 ₹2,01,374.16 |
| 8.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper. | 10,248.82 | One Square Metre | 111.6 ₹11,43,768.31 Lowest | 120 ₹12,29,858.4 |
| 9.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper.
Ground Floor Level | 1,225.8 | One Square Metre | 187.86 ₹2,30,278.79 Lowest | 202 ₹2,47,611.6 |
Tender Value
₹120.9 Cr
EMD Value
₹60.5 L
Closing Date
9 Jun 2026, 6:55 pmClosed
Executive Engineer, PUBLIC WORKS DIVISION ,ARVI
Executive Engineer, PUBLIC WORKS DIVISION ,ARVI
CONSTRUCTION OF 300 BEDDED DISTRICT HOSPITAL,RESIDENTIAL QUARTERS WITH ELECTRIFICATION AT TALEGAON (S.P.), TALUKA-ASHTI, DIST. WARDHA
2026_PWR_1303904_1
E-Tender Notice No 08/2025-26
Open Tender
Civil Works - Buildings
Item Wise
730 days
ASHTI
Pl. Refar Tender Documents
4 documents required · 4 mandatory
₹5,900
via Net Banking
₹60.5 L
CHIEF ENGINEER PUBLIC WORKS REGION NAGPUR
17 Jul 2026
19 May 2026
12 Jun 2026
19 May 2026
9 Jun 2026
19 May 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L | |||||
| 1.1 | 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 | 3,121.01 | One Cubic Metre | 100 | ₹3,12,101 |
| 2 | 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 Manual Means | 5,040.68 | One Cubic Metre | 100 | ₹5,04,068 |
| 3 | 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 | 2,381.06 | One Cubic Metre | 100 | ₹2,38,106 |
| 4 | 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 | 1,171.89 | One Cubic Metre | 100 | ₹1,17,189 |
| 5 | 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 | 705.07 | One Cubic Metre | 100 | ₹70,507 |
| 6 | Excavation for foundation in Hard-rock by 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/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means | 671.7 | One Cubic Metre | 100 | ₹67,170 |
| 7 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.
Ground Floor Level | 1,766.44 | One Square Metre | 100 | ₹1,76,644 |
| 8 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper. | 10,248.82 | One Square Metre | 100 | ₹10,24,882 |
| 9 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper.
Ground Floor Level | 1,225.8 | One Square Metre | 100 | ₹1,22,580 |
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