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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 CrAccepted-AOC | ₹16.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹17.0 Cr+₹48.6 L (2.95%)Rejected-AOC | ₹17.0 Cr+₹48.6 L (2.95%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical 32 33 GAT NO 36 1 NEAR MANRAJ PARK PIMPRALA SHIVAR JALGAON TAL AND DIST JALGAON | JALGAON | JALGAON | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | BNA INFRASTRUCTURE PRIVATED LIMITED H2 | SANT SATRAMDAS INFRASTRUCTURE PVT LTD H1 |
|---|---|---|---|---|---|
| 1.00Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | |||||
| 1.01 | A) SH-6 to Gandhi Statue | 1,360.8 | Cubic Metre | 130 ₹1,76,904 Lowest | 150 ₹2,04,120 |
| 1.02 | B) Gandhi Statue to Railway Boundary | 6,704.6 | Cubic Metre | 132 ₹8,85,007.2 | 128 ₹8,58,188.8 Lowest |
| 2.00Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material | |||||
| 2.01 | A) SH-6 to Gandhi Statue | 583.2 | Cubic Metre | 2,330 ₹13,58,856 Lowest | 2,370 ₹13,82,184 |
| 2.02 | B) Gandhi Statue to Railway Boundary | 1,869 | Cubic Metre | 2,315 ₹43,26,735 Lowest | 2,380 ₹44,48,220 |
| 3.00Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | |||||
| 3.01 | A) SH-6 to Gandhi Statue | 720 | Cubic Metre | 2,595 ₹18,68,400 Lowest | 2,610 ₹18,79,200 |
| 3.02 | B) Gandhi Statue to Railway Boundary | 2,068.4 | Cubic Metre | 2,605 ₹53,88,182 | 2,590 ₹53,57,156 Lowest |
| 4.00Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kilogram per square metre using mechanical means. | |||||
Tender Value
₹15.7 Cr
EMD Value
₹7.9 L
Closing Date
16 Feb 2026, 5:00 pmClosed
Executive Engineer P.W.(North) Division, Jalgaon
Executive Engineer P.W.(North) Division, Jalgaon
A) Construction of Concrete Road and B.T. and construction of Gutter SH-6 to Gandhi Statue road, ODR-85, Tal-Bhusawal, Dist- Jalgaon. B) Concreting, Gutter, Public Work BT of Gandhi Statue to Railway Boundary, ODR-85, Tal-Bhusawal, Dist- Jalgaon.
2026_PWR_1276053_1
E-Tender Notice No-24 For 2025-26 (B-2)
Open Tender
Civil Works
Item Rate
365 days
TAL.BHUSAWAL
AS PER NIT
6 documents required · 6 mandatory
₹3,540
₹7.9 L
Office of Chief Engineer, P.W.Region,Nashik.
7 Aug 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | |||||
| 1.01 | A) SH-6 to Gandhi Statue | 1,360.8 | Cubic Metre | 122.75 | ₹1,67,038.2 |
| 1.02 | B) Gandhi Statue to Railway Boundary | 6,704.6 | Cubic Metre | 122.76 | ₹8,23,056.7 |
| 2Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material | |||||
| 2.01 | A) SH-6 to Gandhi Statue | 583.2 | Cubic Metre | 2,378.85 | ₹13,87,345.32 |
| 2.0199999999999996 | B) Gandhi Statue to Railway Boundary | 1,869 | Cubic Metre | 2,240.88 | ₹41,88,204.72 |
| 3Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | |||||
| 3.01 | A) SH-6 to Gandhi Statue | 720 | Cubic Metre | 2,585.7 | ₹18,61,704 |
| 3.0199999999999996 | B) Gandhi Statue to Railway Boundary | 2,068.4 | Cubic Metre | 2,501.36 | ₹51,73,813.02 |
| 4Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kilogram per square metre using mechanical means. | |||||
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