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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC | 1 | Accepted-AOC Lowest quoted tender accepted | |
| 2 | 2₹5.3 L+₹6,094.76 (1.17%)Rejected-Finance KERALA KL | WAYANAD | KERALA | 670644 | 2 | Rejected-Finance Lowest quoted tender accepted | |
| 3 | 3₹5.3 L+₹7,372.11 (1.42%)Rejected-Finance MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | 3 | Rejected-Finance Lowest quoted tender accepted | |
| 4 | 4₹5.3 L+₹14,220.61 (2.73%)Rejected-Finance | 4 | Rejected-Finance Lowest quoted tender accepted | |
| 5 | 5₹5.5 L+₹28,441.92 (5.47%)Rejected-Finance GAFOOR P | 5 | Rejected-Finance Lowest quoted tender accepted |
Tender Value
₹6.8 L
EMD Value
₹16,929
Closing Date
27 Jul 2023, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID and EW Section, Naduvannur
Road wok
2023_LSGD_588621_1
05/AE/LSGD/NDR/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Naduvannur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,929
Yes
14 Nov 2023
19 Jul 2023
29 Jul 2023
19 Jul 2023
27 Jul 2023
19 Jul 2023
Amount
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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.
OD84666/2023-2024:Filling with quarry muck -Filling up low lying areas with local material/quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc.complete for improving the CBR value of subgrade.
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)
RAMSHID. K.K
ABDUL AZEEZ N K
SURESH. T.
GAFOOR. P.
ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY
DILEEP M
ABDURAHIMAN
Bidder Name
ABDURAHIMAN
GAFOOR. P.
SURESH. T.
PRAsANTHAN K.K.
ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY
DILEEP M
RAMSHID. K.K
ABDUL AZEEZ N K
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