Harbour Engineering Department Tender
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Harbour Engineering Department - HED Tender
Civil And Construction
Eprocure
Opening Date16 Mar 2024
Closing Date26 Mar 2024
Tender Amount₹ 14,33,153
Costs
EMD
₹ 35,829Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HED_670728_1Bid Award Id
ViewTender No
HED/CEHED/TR/1123/2023_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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)
48
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4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
58.9
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5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
589
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5.2.3a:Tack Coat Providing 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.
589
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5.2.2a:Tack Coat Providing 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
589
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5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
1178
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OD4348/2023-2024:Filling up pot holes (cut and formed to regular shapes and all loose and defective<br>materials removed) after supplying a prime coat of hot bitumen S-65 using 36 mm departmental brocken<br>stone and compacting with power roller to get a compact surface (KSS 3.6.1.2)(As per circular No<br>12519/Itcell/2013/CE dated 1-02-2016&As per circular No CE/P1/Admn/1014/2005 dated 26-09-2014 of PWD CE
1.67
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OD4349/2023-2024:Supplying and stacking 36mm size hard broken stone in standard heap for measurment<br>(As per circular No12519/IT cell/2013/CE dated 1-02-02016 & As per circular No 12519/IT cell/2013/CE dated 1-<br>02-2016 & As per circular No CE/PI/Admn/1014/2005 dated 26-09-2014 of PWD CE)
1.67
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Scarifying
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3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
1069
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