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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC | L1 | Accepted-AOC L1 executed the agreement | |
| 2 | L2₹47.5 L+₹5.1 L (12.1%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
14 Aug 2024, 1:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER KRFB PTA KTM
KIIFB Urgent rectification work Urgent rectification work 2023 24 Kanjirappally Manimala Karshaka Sauhradha link Road Stretch 1 ch 000 to 6 862 stretch ch 12 500 to 2400 General Civil Work
2024_KRFB_684090_1
51/EE/KRFB-PMU/PTA/KTM/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
EXECUTIVE ENGINEER
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Jan 2025
5 Aug 2024
19 Aug 2024
5 Aug 2024
14 Aug 2024
5 Aug 2024
5 Aug 2024 - 14 Aug 2024
Amount
Urgent rectification work
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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 <br>
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place 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.
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.
OD94857/2024-2025:Mix Seal Surfacing : Providing,laying and rolling of close-graded premix surfacing material of 20mm 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 plant, laying and rolling with a three-wheel static roller of 80-100 kN capacity and finishing to required level and grade. By Manual Means as per clause of MoRD
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 <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
P M GOPAKUMAR
Bidder Name
HARIDAS PANTHAPLACKAL MADHAVANPILLAI
P M GOPAKUMAR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1064470.pdf
boq_comp_chart.xlsx
xlsx
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