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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.6 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹46.4 Cr+₹3.8 Cr (9.01%)Admitted-Finance SADDOAY PLAZA BLOCK NO 511 512 OPPOSITE MAYO HOSPITAL CENTRAL AVENUE ROAD NAGPUR 18 | NAGPUR | NAGPUR | MAHARASHTRA | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s GUPTA CONSTRUCTION JV L2 | PRASHANT CONSTRUCTION JV L1 |
|---|---|---|---|---|---|
| 1.00L | |||||
| 1.10 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 3,350.89 | One Square Metre | 1,000 ₹33,50,890 Lowest | 1,000 ₹33,50,890 Lowest |
| 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 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 | 3,282.76 | One Cubic Metre | 1,000 ₹32,82,760 Lowest | 1,000 ₹32,82,760 Lowest |
| 3.00 | 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 | 3,247.22 | One Cubic Metre | 1,200 ₹38,96,664 Lowest | 1,200 ₹38,96,664 Lowest |
| 4.00 | 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 3.0m to 4.5m) By Mechanical Means (By Adding extra 10% basic rate of item no 21.04) | 3,020.39 | One Cubic Metre | 1,200 ₹36,24,468 Lowest | 1,200 ₹36,24,468 Lowest |
| 5.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | 2,419.95 | One Square Metre | 500 ₹12,09,975 Lowest | 500 ₹12,09,975 Lowest |
| 6.00 | 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. | 1,504.67 | One Square Metre | 500 ₹7,52,335 Lowest | 500 ₹7,52,335 Lowest |
| 7.00 | 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. | 261.75 | One Square Metre | 500 ₹1,30,875 Lowest | 500 ₹1,30,875 Lowest |
| 8.00 | 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. | 584.98 | One Square Metre | 500 ₹2,92,490 Lowest | 500 ₹2,92,490 Lowest |
| 9.00 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 905.83 | One Cubic Metre | 4,000 ₹36,23,320 Lowest | 4,000 ₹36,23,320 Lowest |
Tender Value
₹40.5 Cr
EMD Value
₹20.3 L
Closing Date
29 Jul 2026, 6:55 pmClosed
Executive Engineer, P. W. Dn No. 3, Civil lines, N
Executive Engineer, P. W. Dn No. 3, Civil lines, Nagpur
CONSTRUCTION OF DIVISIONAL LEVEL GOVERNMNET HOSTEL FOR BACKWARD CLASS CHILDREN AT UNIT NO.2 AND 3 WITH ELECTRIFICATION IN NAGPUR
2026_PWR_1316299_1
NGP/DN.3/SBD/T.N. 05/2026-27 S.N. 01
Open Tender
Civil Works - Buildings
Item Rate
730 days
TAL NAGPUR DIST. NAGPUR
--
3 documents required · 3 mandatory
₹3,540
via Net Banking
₹20.3 L
Chief Engineer, P. W. Region, Civil lines, Nagpur
5 Oct 2026
9 Jul 2026
31 Jul 2026
9 Jul 2026
29 Jul 2026
9 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L | |||||
| 1.1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 1 | One Square Metre | 100 | ₹99.9 |
| 2 | 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 | - | One Cubic Metre | 100 | - |
| 3 | 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 | 1 | One Cubic Metre | 100 | ₹99.9 |
| 4 | 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 3.0m to 4.5m) By Mechanical Means (By Adding extra 10% basic rate of item no 21.04) | 1 | One Cubic Metre | 100 | ₹99.9 |
| 5 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | 1 | One Square Metre | 100 | ₹99.9 |
| 6 | 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. | - | One Square Metre | 100 | - |
| 7 | 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. | - | One Square Metre | 100 | - |
| 8 | 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. | - | One Square Metre | 100 | - |
| 9 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | - | One Cubic Metre | 100 | - |
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