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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC KANNUR | KERALA | 670511 | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹8.3 L+₹71,163 (9.42%)Rejected-AOC PARASSALA VENDOR | TIRUVANNAMALAI | TAMIL NADU | 604407 | L2 | Rejected-AOC second lowest bidder | |
| 3 | L3₹8.5 L+₹91,891 (12.2%)Rejected-Finance | L3 | Rejected-Finance third lowest |
Tender Value
₹8.9 L
EMD Value
₹22,242
Closing Date
7 Feb 2024, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER PIRAVANTHOOR GP
Annual Plan-Piravanthoor GP Project N o 1 6 1 / 2 0 2 3 - 2 4 - I m p r o v e m e n t s of Mechekathupadi road ward no17-General Civil Work
2024_LSGD_651868_10
AE/LSGD/PVR/2023-24/PHASE6
Open Tender
Civil Works - Roads
Item Rate
180 days
PIRAVANTHOOR
see bid documents
8 documents required · 8 mandatory
₹1,965
₹22,242
29 Feb 2024
31 Jan 2024
9 Feb 2024
31 Jan 2024
7 Feb 2024
31 Jan 2024
Amount
MAINTENANCE OF EXISTING ROAD
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD356488/2023-2024:80mm Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
ANEESH
SANTHOSH GEORGE
Bidder Name
S Shajahan
ANEESH
SANTHOSH GEORGE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1003736.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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