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Tender ID
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
9 Feb 2026, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER CHELLANAM
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER HARBOUR ENGINEEIRNG SUB DIVISION CHELLANAM
GENERAL-Upgradation of Coastal roads in Ernakulam District - Improvements to Bluemoon road in division 53 of Kochi Corporation, Thrikkakkara LAC-General Civil Work
2025_HED_792693_5
HED/CEHED/TR/15/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
thrikkakkara division 53
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹31,770
Yes
30 Jan 2026
30 Jan 2026
10 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
30 Jan 2026 - 9 Feb 2026
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD3291/2025-2026: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 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. (ii) Using Gravel mix soil.
Interlock work
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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NIT.pdf
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BOQ • 0.30 MB
SBD.pdf
Tender Documents • 2.20 MB
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