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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₹87.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹90.6 L+₹3.4 L (3.84%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹91.4 L+₹4.1 L (4.71%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹93.2 L+₹5.9 L (6.73%)Rejected-AOC SREEHARITHAM H NO 3 KSHB COLONY MG KAVU PO THRISSUR 680581 | THRISSUR | THRISSUR | KERALA | 680581 | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
3 Mar 2025, 3:00 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 Roads division, Kakkanad, Trikkakara. P.O
GENERAL-RM 2024-2025-RC1-Cluster1 - One year Running Contract for various PWD roads under roads section Town in Thrissur District , 9 nos road stretches for a total length of 25.844 Km -General Civil Work
2025_PWD_742430_1
05/EE/RM/EKM/2024-25
Open Tender
Civil Works - Roads
Item Rate
365 days
Thrissur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
8 Apr 2025
24 Feb 2025
5 Mar 2025
24 Feb 2025
3 Mar 2025
24 Feb 2025
Amount
Appendix A- Reactive Maintenance
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.
OD134759/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen 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 8-10 KN static roller and finishing to required level and grades as per technical clause 509 of MORTH
OD134760/2024-2025:OD282289/2022-2023 Removing existing vinyl sticker on the Display Board of running contract and replacing with new vinyl sticker including lettering symbols and transporting to site etc,as per approved drawing and Directions of the Engineer.
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
Appendix B-Pre Monsoon Works
OD134761/2024-2025:Man engaged for clearing blocked up vent way, clearing of drains, pavement sweeping where required, removal of debris from roads, clearing all types of waste from roads, maintenance of sign board, clearing footpath/ pedestrian area etc.
OD134762/2024-2025:Engaging wood cutter for cutting branches of tree
OD134763/2024-2025:Engaging Tippers
OD134764/2024-2025:Hiring Hydraulic Excavator 0.9 cum bucket capacity
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
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>
Appendix C- Preventive/Proactive Maintenance
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.
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.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
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.
OD134756/2024-2025:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen 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 8-10 KN static roller and finishing to required level and grades as per technical clause 509 of MORTH
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
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD134757/2024-2025:Filling up potholes with bituminous ready mix compound (25 kg bag )and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc. complete. Rate is arrived for a bag of 25 kg
OD134758/2024-2025:Supplying and spreading quarry rubbish in the eroded portions of BT edge, deep pot holes and low level berms as per the direction of the departmental officers at site including cost of materials, conveyance and labour charges for spreading, ramming etc complete.
Appendix D - Routine Inspection
OD134755/2024-2025: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 7days throughout the agreement period of running contract as per the direction of departmental officer.
BIJEESH N C (BID ID -2135445)
C Two Infrastructure Private Limited (BID ID -2135088)
E B SHIBU (BID ID -2135283)
Bidder Name
DAVIS N P
E B SHIBU
BIJEESH N C
C Two Infrastructure Private Limited
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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