Local Self Government Department Tender
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Costs
EMD
₹ 16,932Document Cost
₹ 1,495Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_639032_26Tender No
VGP/2023-24/AE/LIDEW/PHASE6Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1680
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75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65)
1680
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3.19.1.A:Surface Drains in Soil <br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. <br> (A) Manual Means
100
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3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
67.2
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OD234284/2023-2024:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M -15 grade cement concrete 450 mm X 450 mm X 600 mm ,600 mm below ground level as per drawings and technical specification clause 1701.600 mm x 450 mm Rectangular
1
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