Harbour Engineering Department Tender
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Costs
EMD
₹ 34,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Coastal Road In Kannur District--Improvements To Madakkara Thekkemunambu Theeradesa Tsunami Road In Mattool Grama Panchayath
Description
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Contact
Tender Id
2018_HED_225680_1Bid Award Id
ViewTender No
ET/18/HED/KNR/2018-19Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
5.9.2.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 br Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. br Case - II By Mechanical Means :-
(II) Bitumen (S-65)
5400
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-
5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65 br Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 br
B. By Mechanical Means :- Case - III : Type C br
(II) Bitumen (S-65)
5400
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-
11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
4.8
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3.14 : Construction of Subgrade and Earthen Shouldersbr
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
225
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-
Protection works
-
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60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
17.4
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