Harbour Engineering Department Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 16,540Tender Fee
Refer Documents
Summary
Nabard-fidf-development Of Arthungal Fishing Harbour Balance Works-construction Of Breakwater
Description
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Contact
Tender Id
2024_HED_676089_1Bid Award Id
ViewTender No
HED/CEHED/TR/361/2023_5_5_4/RC 1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
Form of Preliminary Agreement
BOQ Items
OD8740/2023-2024:Supplying and forming primary armour layer using blasted rock of size 0.5T to 1T as nearly as cubical as possible with a specific gravity not less than 2.7 with at least 70% of stone weighing 0.75T and more as per approved design, loading at quarry using crane and other tools and plants, conveying to site in lorry / Tipper weighing on weigh bridge in stalled at site for measurement, unloading dumping and packing in position using crane, floating, equipment etc.. packing stones where ever necessary in line and levels. to form the primary armour over the secondary armour, already laid including hire and operations charges of crane floating plants, tools and plants, divers etc.. required for the work maintaining the top surface by spreading spalls quarry run gravelly earth where ever necessary for the movement of vehicles/crane including all incidental charges etc.. complete. all the works are to be carried out as per instructions of departmental engineers in charge Alappuzha district.
24777.34
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OD8741/2023-2024:Supplying and forming primary armour layer using blasted rock of size 1T to 2T as nearly as cubical as possible with a specific gravity not less than 2.7 with at least 70% of stone weighing 1.50T and more as per approved design, loading at quarry using crane and other tools and plants, conveying to site in lorry / Tipper weighing on weigh bridge in stalled at site for measurement, unloading dumping and packing in position using crane, floating, equipment etc.. packing stones where ever necessary in line and levels. to form the primary armour over the secondary armour, already laid including hire and operations charges of crane floating plants, tools and plants, divers etc.. required for the work maintaining the top surface by spreading spalls quarry run gravelly earth where ever necessary for the movement of vehicles/crane including all incidental charges etc.. complete. all the works are to be carried out as per instructions of departmental engineers in charge Alappuzha district.
29339.13
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OD8742/2023-2024:Supplying and forming primary armour layer using blasted rock of size 3T to 5T as nearly as cubical as possible with a specific gravity not less than 2.7 with at least 70% of stone weighing 4T and more as per approved design, loading at quarry using crane and other tools and plants, conveying to site in lorry / Tipper weighing on weigh bridge in stalled at site for measurement, unloading dumping and packing in position using crane, floating, equipment etc.. packing stones where ever necessary in line and levels. to form the primary armour over the secondary armour, already laid including hire and operations charges of crane floating plants, tools and plants, divers etc.. required for the work maintaining the top surface by spreading spalls quarry run gravelly earth where ever necessary for the movement of vehicles/crane including all incidental charges etc.. complete. all the works are to be carried out as per instructions of departmental engineers in charge. Alappuzha district.
46093.6
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OD8743/2023-2024:Moulding and supplying 1.6 cum(4T) tetrapod with graded aggregate of 40% 75mm to 40mm, 30% 40mm to 20mm and 30% 20mm to 6mm using 380kg cement/ m3 of concrete as per approved mix design of mix proportion 0.5:1:1. 46:3.22 by weight of water cement, fine aggregate, coarse aggregate (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @7 day - 20 N/mm2 (ii) @ 28 day - 30 N/mm2 and minimum density of concrete 2.5 g/cc including hire and operational charges of tools and plants, mould, curing, rehandling and stacking charges etc., complete as per the instruction of departmental officers at site .
8152
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OD8744/2023-2024:Conveying 1.6cum (4T) tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site
8152
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OD8745/2023-2024:Supplying polypropylene non woven geo textile bags (PET) of 300gsm, having tensile strength (MD&CMD) 15KN/M, size 1m x 1m; and filling with departmentally supplied sea sand / dredged sand available within 1 km radial distance of required quality such that the D15 of the infill material is greater than apparent opening size of geobag material, with an inflated height of average 0.35m including necessary transportation and stitching charges of 3 sides with required stitching machine or otherwise, fastening of geobags together to form a cluster and conveying these clusters and placing in sea bed by using Crane/ excavator/ barge/pontoon/junkar/ suitable mechanism to the desired locations and checking the alignment and position by divers so as to get a uniform sandy layer of thickness designated in the approved cross sections etc complete as per direction of Engineer in charge including all labour etc.
421469.58
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