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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₹40.5 LAccepted-AOC | 1 | Accepted-AOC Acceted | |
| 2 | 2₹46.3 L+₹5.9 L (14.5%)Rejected-AOC | 2 | Rejected-AOC Rejected | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-SBD not submitted |
| Sl No | Description | Qty | Unit | NITHIN PURUSHOTHAMAN L1 | K KRISHNAN L2 |
|---|---|---|---|---|---|
| 1.00Appendix A Improvement to the carriage way | |||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.06 | Hectare | 52,538.8 ₹3,152.33 Lowest | 60,147.94 ₹3,608.88 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 3,500 | sqm | 5.7 ₹19,950 Lowest | 6.53 ₹22,855 |
| 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. | 525 | cum | 3,273.48 ₹17,18,577 Lowest | 3,747.55 ₹19,67,463.75 |
| 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 | 131.25 | cum | 3,422.28 ₹4,49,174.25 Lowest | 3,917.93 ₹5,14,228.31 |
| 1.00 | 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. | 3,500 | sqm | 60.33 ₹2,11,155 Lowest | 69.07 ₹2,41,745 |
| 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. | 3,500 | sqm | 11.7 ₹40,950 Lowest | 13.39 ₹46,865 |
| 1.01 | OD118642/2024-2025:Providing laying and rolling of close graded pre mixed surfacing material of 40mm thickness composed of 11.2mm to 0.09mm (TYPE -A) aggregates using viscosity grade bitumen (VG 30) to the required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8 to 10 tonne capacity, and finishing to the required level and grades. | 3,500 | per sqm | 406.44 ₹14,22,540 Lowest | 465.3 ₹16,28,550 |
| 2.00Appenix B- Drain Work | |||||
| 2.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 18.75 | cum | 6,563.17 ₹1,23,059.44 Lowest | 7,513.71 ₹1,40,882.06 |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
10 Jul 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o,Executive Engineer,PWD Roads Division Kannur
GSB,WMM,MSS
2025_PWD_773685_1
PWD/RB/TR/14321/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kallurikadavu Road in Pappinissery GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
18 Sept 2025
2 Jul 2025
14 Jul 2025
2 Jul 2025
10 Jul 2025
2 Jul 2025
Amount
Appendix A Improvement to the carriage way
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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.
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
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.
OD118642/2024-2025:Providing laying and rolling of close graded pre mixed surfacing material of 40mm thickness composed of 11.2mm to 0.09mm (TYPE -A) aggregates using viscosity grade bitumen (VG 30) to the required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8 to 10 tonne capacity, and finishing to the required level and grades.
Appenix B- Drain Work
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
Appendix C -DLP BOARD
OD106290/2024-2025:Providing and fixing of Defect Liability detailed works board made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exeeding 0.9sqm, with retro reflecterised sign manufactured as per IRC: 67 with suitable back supporting frame of MS angle 25x25x3 and supported on existing GI pipe poles firmly fixed to the ground by means of properly designed foundation all complete as per the directions of the engineer - in- charge.
K KRISHNAN (BID ID -2246324)
Bidder Name
K KRISHNAN
NITHIN PURUSHOTHAMAN
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finance_1263731.pdf
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