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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₹10.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.3 L+₹3.6 L (33.7%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical VALIYA VEEDU ANAYARA PO THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | - | Rejected-Technical L3 |
Tender Value
₹13.6 L
EMD Value
₹33,896
Closing Date
3 Sept 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
Pro No 628/25 Renovation of chettiyar junction madathuvila road adhikarivilakam byelane villiyara changanar road and drain in kaladi ward(Retender)
2024_LSGD_684166_2
628AEE5/LID/EW/TMC-NE/25
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,896
Yes
29 Oct 2024
24 Aug 2024
6 Sept 2024
24 Aug 2024
3 Sept 2024
24 Aug 2024
Amount
OD73393/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (From DSR 2.28.1)
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.
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)
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)
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD73392/2024-2025:steel work in built up GI tubular (round ,square or rectangular hollow tube etc.)GI TUBULAR GATE etc, including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer ,including welded and bolted with special shaped washers etc complete
OD73401/2024-2025:obbsered data modified 6.7.1providing and laying of interlocking Concreting Block Pvements having thickness 80mm including providing a layer of 6mm aggregate for 5cm thickness as per drawings and Technical Specification Clause
SUNILKUMAR K
RAVEENDRAN
AJITH KUMAR M
Bidder Name
AJIN M
AJITH KUMAR M
RAVEENDRAN
SUNILKUMAR K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1069924.pdf
boq_comp_chart.xlsx
xlsx
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