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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 CrAccepted-AOC 102 HILL VIEW APARTMENT TIDKE COLONY NASHIK 422 002 | MUMBAI | RAIGAD | MAHARASHTRA | 422002 | L1 | Accepted-AOC Accepted Bid | |
| 2 | L2₹22.6 Cr+₹44.3 L (2.00%)Rejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | L2 | Rejected-Finance Due to High Rates | |
| 3 | Rejected-Technical | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L2 | FORCON INFRA PVT. LTD. L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation 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. | 8,966.24 | Cubic Metre | 120 ₹10,75,948.8 Lowest | 124.83 ₹11,19,255.74 |
| 2.00 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimeter to 30 centimeter breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 meter to 300 meter inclusive from the site of excavation to the site of deposition as directed. | 629.35 | Cubic Metre | 206 ₹1,29,646.1 | 204.56 ₹1,28,739.84 Lowest |
| 3.00 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 18,111.6 | Cubic Metre | 155 ₹28,07,298 | 124.83 ₹22,60,871.03 Lowest |
| 4.00 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50metre. including all lifts, laying in layers of 20centimeter. to 30centimeter. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.
(Material obtained from departmental Land) | 717.77 | Cubic Metre | 469 ₹3,36,634.13 | 466.78 ₹3,35,040.68 Lowest |
| 5.00 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre, not less than 97% of standard Proctor density after laying them in layers of 20 centimetre.. to 30 centimetre. with Power roller. | 419.57 | Cubic Metre | 84 ₹35,243.88 | 82.87 ₹34,769.77 Lowest |
| 6.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum moisture Content, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 3,514.65 | Cubic Metre | 2,950 ₹1,03,68,217.5 | 2,719.78 ₹95,59,074.78 Lowest |
| 7.00 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. | 168.42 | Cubic Metre | 2,134 ₹3,59,408.28 | 2,130.14 ₹3,58,758.18 Lowest |
| 8.00 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programillimeter.able Logic Controller with Scada Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand Vertical Shaft Impactor Grade finely washed etc) | 125.37 | Cubic Metre | 6,830 ₹8,56,277.1 | 6,817.26 ₹8,54,679.89 Lowest |
| 9.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ Vertical Shaft imapactor grade finely washed crushed sand) conforming to Indian Standard 383, the size of coarse aggregate not exceeding 25 milimetre, , cement content not to be less than 150 kilogram/ cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Megapascal at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | 3,483.45 | Cubic Metre | 4,950 ₹1,72,43,077.5 | 4,528.95 ₹1,57,76,370.88 Lowest |
| 10.00 | Providing and laying 125 micron Low Density Polyethylene sheet confirming to Indian Standard 3395 : 1997 below concrete pavement including all materials and labour complete. | 21,400 | Square Metre | 43 ₹9,20,200 | 31.47 ₹6,73,458 Lowest |
Tender Value
₹21.1 Cr
EMD Value
₹10.5 L
Closing Date
8 Jan 2026, 5:00 pmClosed
Executive Engineer, P.W.Division, Nashik
Executive Engineer Public Works Division Nashik Bhandkam Bhawan Trimbak Road Nashik Tal. Dist. Nashik Tel. No.- 0253-2583761-64 2575324
Construction of Road NH.3 Kokangaon Kasbe Sukene to Kasbe Sukene Railway Station connecting Road MDR.107 Km. 0/00 to 11/00 Tal. Niphad Dist. Nashik
2025_PWR_1264164_1
E Tender Notice No.38 for 2025-26
Open Tender
Civil Works
Item Rate
365 days
Tal.Niphad Dist. Nashik
As Per NIT
9 documents required · 9 mandatory
₹3,540
₹10.5 L
The Chief Engineer, Public Works Region, Nashik
20 Mar 2026
1 Jan 2026
9 Jan 2026
1 Jan 2026
8 Jan 2026
1 Jan 2026
5 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation 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. | 8,966.24 | Cubic Metre | - | - |
| 2 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimeter to 30 centimeter breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 meter to 300 meter inclusive from the site of excavation to the site of deposition as directed. | 629.35 | Cubic Metre | - | - |
| 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | 18,111.6 | Cubic Metre | - | - |
| 4 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50metre. including all lifts, laying in layers of 20centimeter. to 30centimeter. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.
(Material obtained from departmental Land) | 717.77 | Cubic Metre | - | - |
| 5 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 metre, not less than 97% of standard Proctor density after laying them in layers of 20 centimetre.. to 30 centimetre. with Power roller. | 419.57 | Cubic Metre | - | - |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum moisture Content, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 3,514.65 | Cubic Metre | - | - |
| 7 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete. | 168.42 | Cubic Metre | - | - |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based Programillimeter.able Logic Controller with Scada Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand Vertical Shaft Impactor Grade finely washed etc) | 125.37 | Cubic Metre | - | - |
| 9 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ Vertical Shaft imapactor grade finely washed crushed sand) conforming to Indian Standard 383, the size of coarse aggregate not exceeding 25 milimetre, , cement content not to be less than 150 kilogram/ cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Megapascal at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | 3,483.45 | Cubic Metre | - | - |
| 10 | Providing and laying 125 micron Low Density Polyethylene sheet confirming to Indian Standard 3395 : 1997 below concrete pavement including all materials and labour complete. | 21,400 | Square Metre | - | - |
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