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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₹13.9 LAccepted-AOC SHIHAS MANZIL ARATTUMUKKU MURUKKUMPUZHA PO | ALAPPUZHA | KERALA | 686102 | L1 | Accepted-AOC IN ORDER | |
| 2 | L2₹14.6 L+₹77,038.06 (5.56%)Rejected-AOC UPENDRAVILASAM STAIONKADVU KULATHOOR PO AE POTHENCODE PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-AOC IN ORDER | |
| 3 | L3₹16.3 L+₹2.4 L (17.6%)Rejected-AOC | L3 | Rejected-AOC IN ORDER |
Tender Value
₹16.9 L
EMD Value
₹42,359
Closing Date
24 Mar 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/O Assistant Engineer LID EW section Pothencode
LRRP 2024-25, Nedumangad LAC, Sl.No 1238, - Thachappally -Palottukonam Road ,Pothencode GP ,TVPM-General Civil Work
2025_LSGD_750654_4
05/TEND/AE/LIDEW/PCD/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
Pothencode GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,359
Yes
26 Apr 2025
15 Mar 2025
26 Mar 2025
15 Mar 2025
24 Mar 2025
15 Mar 2025
Amount
conrete road
OD431104/2024-2025:Surface dressing of grounds including removing vegetation and inequalities not exceeding 150mm deep and disposal of rubbish lead up to 50m and lift 1.5m
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
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
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD441576/2024-2025:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.(Derived from Mord Spec 10 3 A 2)
Praveen (BID ID -2172873)
SASEENDRAN NAIR G (BID ID -2170405)
Bidder Name
Praveen
shihabudeen
SASEENDRAN NAIR G
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1215652.pdf
boq_comp_chart.xlsx
xlsx
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