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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹5.1 L+₹24,106 (4.99%)Rejected-Finance N A | 2 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹4.8 L
EMD Value
₹12,076
Closing Date
17 Dec 2024, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW section Chekkiad GP
CHEKKIAD GP 2024-25 PROJ NO.145 CONSTRUCTION OF DRAIN AT AMBUNTE PARAMB KALLAMMAL ROAD
2024_LSGD_714824_3
AE/CGP/TN/02/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Chekkiad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,065
Yes
₹12,076
Yes
25 Apr 2025
10 Dec 2024
19 Dec 2024
10 Dec 2024
17 Dec 2024
10 Dec 2024
Amount
CONSTRUCTION OF ROAD SIDE CONCRTE DRAINAGE
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Road Maintenance
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.
OD123605/2024-2025: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)
Basheer P C (BID ID -2021111)
Bidder Name
T KUNHIRAMAN
Basheer P C
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1126793.pdf
boq_comp_chart.xlsx
xlsx
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