Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
Loading…
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 | L1₹39.0 LAccepted-AOC MANCHAPARAMMEL HOUSE PANTHEERANKAVU POST KOZHIKODE 673019 | KOZHIKODE | KOZHIKODE | KERALA | 673019 | L1 | Accepted-AOC L1 | |
| 2 | L2₹43.5 L+₹4.5 L (11.6%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹44.6 L+₹5.6 L (14.3%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹40.8 L
EMD Value
₹50,000
Closing Date
31 Dec 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Maruthi, Bilathikulam Road , Eranhipalam P O , Kozhikode 673006
Urgent Rectification work
2024_KRFB_718840_1
PWD/KR/TR/19480/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
KUTTOTH ATTAKKUNDU KADAV ROAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Feb 2025
21 Dec 2024
1 Jan 2025
21 Dec 2024
31 Dec 2024
21 Dec 2024
Amount
Rectification work
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
OD163018/2024-2025:Lifting and removing RCC Slab of drain carefully and stacking at convenient place including refixing the same after completion of work all labour charges etc. complete.
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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
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.
5.2.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.
OD162979/2024-2025:Mixed Seal Surfacing -Manual Means-Type A Bitumen VG-30-Providing laying and rolling close graded prmix surfacing material of 20mm thickness composed of
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>
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.
12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>
Varghese.K.T (BID ID -2038117)
k v john (BID ID -2043035)
Bidder Name
Varghese.K.T
MOOSSA M
k v john
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1136621.pdf
boq_comp_chart.xlsx
xlsx
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 .