Harbour Engineering Department Tender
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Costs
EMD
₹ 48,000Document Cost
₹ 3,422Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HED_355895_1Bid Award Id
ViewTender No
08/EE/KLM/2020-21/STender Authority
Harbour Engineering Department ViewPurchaser Address
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Documents
BOQ Items
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
2400
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od5961/2019_2020 : 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.( shredded plastic waste having thickness less than 50micron is sprayed over the 165deg. celcius heated stone aggregate mix within 30seconds and then mixed with hot bitumen).<br>Case-II By Mechanical Means:- (II) Bitumen S-65 with 7% shredded plastic
2400
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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)
2400
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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.
112.5
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Filling
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od5963/2019_2020 : GSB using Quarry Waste&lt;br&gt;Construction of granular sub-base by providing local material like quarry waste&lt;br&gt;spreading in uniform layers with motor grader on prepared surface, and&lt;br&gt;compacting with smooth wheel roller to achieve the desired density complete.
51.2
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16.77 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means).
2250
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