Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 CrAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹19.6 Cr+₹40.6 L (2.12%)Rejected-AOC 22 MAHARSHI VYAS NAGAR NEAR GTP STOP DEOPUR DHULE | DHULE | MAHARASHTRA | 424001 | L2 | Rejected-AOC not accepted | |
| 3 | L3₹20.1 Cr+₹92.8 L (4.84%)Rejected-Finance | L3 | Rejected-Finance Not Qualified |
Tender Value
₹18.3 Cr
EMD Value
₹9.2 L
Closing Date
18 Aug 2023, 5:45 pmClosed
Executive Engineer, P. W. (North) Division, Dhule
Executive Engineer, P. W. (North) Division, Dhule
Construction of Concrete Road from Sawalde (NH-52) to Shirpur MDR-7 km.0/00 to 6/800 Tal.Shirpur Dist.Dhule
2023_PWR_928520_1
E Tender Notice No. 11 For 2023-24
Open Tender
Civil Works
Item Wise
365 days
Shirpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,540
₹9.2 L
Chief Engineer, P. W. Region, Nashik
20 Dec 2024
24 Jul 2023
21 Aug 2023
24 Jul 2023
18 Aug 2023
24 Jul 2023
8 Aug 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 millimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 millimetre in thickness. | 2,459 | Square Metre | 1 | ₹2,459 |
| 2 | 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. | 2,710.8 | Cubic Metre | 1 | ₹2,710.8 |
| 3 | 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 meter and spreading for embankment or stacking as directed. | 4,093.9 | Cubic Metre | 1 | ₹4,093.9 |
| 4 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. | 3,275.12 | Cubic Metre | 1 | ₹3,275.12 |
| 5 | Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 meter and spreading or stacking as directed. | 818.78 | Cubic Metre | 1 | ₹818.78 |
| 6 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97% of standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller. | 3,817.28 | Cubic Metre | 1 | ₹3,817.28 |
| 7 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. 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 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | 3,053.82 | Cubic Metre | 1 | ₹3,053.82 |
| 8 | Providing, laying and spreading soil on a prepared sub grade, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 per cent of the max dry density to form a layer of sub base. | 8,465.87 | Cubic Metre | 1 | ₹8,465.87 |
| 9 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 meter including all lifts, laying in layers of 20 centimetre to 30 centimetre 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) | 3,628.23 | Cubic Metre | 1 | ₹3,628.23 |
| 10 | 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 | 7,023.24 | Cubic Metre | 1 | ₹7,023.24 |
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
BOQ_1618126.xls
BOQ Document • 0.40 MB
125740763.pdf
Tender Document • 0.13 MB
B2_Tender.pdf
Tender Document • 3.57 MB
125740767.html
Tender Document • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .