Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Eprocure
Opening Date26 Oct 2021
Closing Date2 Nov 2021
Tender Amount₹ 2,85,153
Costs
EMD
₹ 4,290Document Cost
₹ 580Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_LSGD_448068_13Bid Award Id
ViewTender No
02/AE/2021-22Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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5.12.A.3.2a : Seal Coat - Manual 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 A. By Manual Means :- Case - III : Type C br (II) Bitumen (S-65)
705
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75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 br
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 (with 7% of bitumen replaced by shredded waste plastic) br
Case - I By Manual Means br
(II) Bitumen (S-65) (VG - 30)
705
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od1056019/2020_2021 : Construction of plain cement concrete pavement (without formwork),thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork,spreading the concrete compacted usingneedle vibrators and finished in continuous operation including provision of curing of concrete slabs for 14<br>days,using curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501(modified 6.4)without form work
9.54
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11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6
1.48
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