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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₹35.4 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹36.4 L+₹96,442.91 (2.72%)Rejected-Finance | L2 | Rejected-Finance L1 Agreement Executed | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Perfomance certificate not submitted with tender |
Tender Value
₹39.5 L
EMD Value
₹50,000
Closing Date
27 Jan 2025, 2:05 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
Office of the Executive Engineer PWD Road maintenance Division Kannur
Details of work Appendix A Reactive Maintenance (Initial Rectification work) Appendix B Pre-monsoon works Appendix C Proactive Preventive maintenance Appendix D Emergency works
2025_PWD_727441_1
D3/TN/3/2024-25
Open Tender
Civil Works - Roads
Item Rate
Manjeshwaram
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
2 Mar 2025
18 Jan 2025
29 Jan 2025
18 Jan 2025
27 Jan 2025
18 Jan 2025
Amount
Appendix - A Reactive Maintenance (Initial Rectification)
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.
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.
OD98036/2024-2025:Providing laying and rolling of close - graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm (Type A) aggregates using penetration grade bitumen to 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 8-10 KN static roller and finishing to required level and grades as per technical specification Clause 509 of MORD
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
Appendix - B Pre- Monsoon works
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD98087/2024-2025:Engaging Mazdoor whenever required for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge
OD98088/2024-2025: Engaging mazdoor for cutting branches of trees leaned towards the road threatening to pedestrians and traffic and removal of fallen trees or branches on the road and clearing traffic blockage, stacking the wood at a suitable place as directed by the Engineer in charge.
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 mm in thickness <br> In area of light jungle - By Mechanical Means<br>
Appendix - C Proactive/Preventive Maintenance
OD98103/2024-2025:Pothole filling during monsoon using cold ready mix bituminous compound (Adequacy 25kg (1 bag) / 1sqm of pothole) including all charges for spreading,ramming and conveyance expenses etc. complete including all incidental charges.
OD98104/2024-2025:Engaging labour with passenger car not less than1000cc for conducting and reporting routine inspection for 20km for the entire length of project road at a frequency of 7 days through out the agreement period of running contract as per the direction of departmental officer.
OD98105/2024-2025:Refixing DLP board for Running contract work with Non- retro reflectorized vinyl sign with one years warranty manufactured vinyl printed sheeting fixed over aluminiyum sheeting
OD98106/2024-2025:Providing and fixing DLP board for Running contract work with Non- retro reflectorized vinyl sign with one years warranty manufactured vinyl printed sheeting fixed over aluminum sheeting 3mm thick/aluminum composite material with area not exceeding 0.9 sqm with suitable 3mm thick / aluminum composite material with area not exceeding 0.9 sqm with suitable back supporting frame of MS angle square 25x25x3mm and supported on GI round pipe 50mm NB confirming to IS 1239 fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40x40x45 cm , 45 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
Appendix - D Emergency Works
OD119922/2024-2025:Hiring tipper to shift slipped earth and rock material to a suitable location indicated by the Deparmental Engineer.
OD119923/2024-2025:Hiring hydraulic excavator 1 cum bucket capacity capacity to remove slipped earth and rock materials on the roads as per the direction of enginners in charge.
ABDUL KHADER V P (BID ID -2078117)
Bidder Name
ABDUL KHADER V P
C.K SUBAIR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1157849.pdf
boq_comp_chart.xlsx
xlsx
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