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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹12.6 L+₹13,404.71 (1.08%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M.D. PAUL L2 | K K THAMBAN L1 |
|---|---|---|---|---|---|
| 1.00PATCH WORK | |||||
| 1.00 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | 21.44 | cum | 2,940.09 ₹63,035.53 Lowest | 3,507.09 ₹75,192.01 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC 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. | 89.76 | cum | 3,174.26 ₹2,84,921.58 Lowest | 3,354.6 ₹3,01,108.9 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 18.03 | cum | 2,253.92 ₹40,644.94 Lowest | 2,340.24 ₹42,201.55 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 5.62 | cum | 2,334.19 ₹13,118.15 Lowest | 2,419.62 ₹13,598.26 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 18.03 | cum | 4,545.12 ₹81,962.15 Lowest | 5,332.53 ₹96,161.51 |
| 1.01 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 5.62 | cum | 10,225.7 ₹57,468.43 Lowest | 11,531.39 ₹64,806.41 |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 598.4 | sqm | 57.47 ₹34,390.05 Lowest | 61.82 ₹36,993.09 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 2,040 | sqm | 10.7 ₹21,828 Lowest | 11.98 ₹24,439.2 |
| 1.01 | OD164435/2024-2025:Mix seal surfacing: Providing ,laying and rolling of close graded premixed surfacing material of 20mm compacted thickness composed of 11.2mm to 0.09mm (Type A) or 13.2mm to 0.09mm (Type B) aggregate using bitumen VG-30 to required line,grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant,laying and rolling with a static roller 8-10 KN and finishing to required level and grade as per technical specification by manual means - Type A (bitumen VG-30) | 2,040 | sqm | 241.05 ₹4,91,742 Lowest | 272.2 ₹5,55,288 |
Tender Value
₹12.7 L
EMD Value
₹31,756
Closing Date
23 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
O/o,Assistant Executive Engineer, Bridges Sub Division Kannur
Alex Nagar - Aichery road- SURFACE RECTIFICATION TO ALEX NAGAR - AYICHERI ROAD FROM CHAINAGE 1/400 TO 2/200
2025_PWD_765103_1
PWD/BR/TR/8809/2022_5_1_1/2
Open Tender
Civil Works - Bridges
Item Rate
60 days
Kannur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,756
Yes
7 Oct 2025
17 May 2025
26 May 2025
17 May 2025
23 May 2025
17 May 2025
Amount
PATCH WORK
4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC 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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD164435/2024-2025:Mix seal surfacing: Providing ,laying and rolling of close graded premixed surfacing material of 20mm compacted thickness composed of 11.2mm to 0.09mm (Type A) or 13.2mm to 0.09mm (Type B) aggregate using bitumen VG-30 to required line,grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant,laying and rolling with a static roller 8-10 KN and finishing to required level and grade as per technical specification by manual means - Type A (bitumen VG-30)
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
M.D. PAUL (BID ID -2214430)
Bidder Name
M.D. PAUL
K K THAMBAN
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