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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹39.0 L
EMD Value
₹50,000
Closing Date
29 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER IRRIGATION DIVISION ALAPPUZHA
office of the Executive Engineer Irrigation Division Alappuzha
Retender for GENERAL ASE Work Reformation of damaged sea wall at Pathiyankara in between CESCP No 568 to 569 of Thrikkunnapuzha Panchayath in Haripad constituency General Civil Work
2024_Irrig_685269_3
IRR/IA/TR/6636/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Thrikkunnappuzha
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
17 Jan 2026
17 Jan 2026
2 Feb 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
Protection work
60.60.3:A.S. E - Groynes works- Alappuzha - Supplying and laying Core layer using 50 kg to 200kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site.
60.62.3:A.S.E - Groynes works- Alleppy-Supplying and Providing Armour Layer using 1000kg 2500kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the csecondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site
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