PHC DARUSSALAM ROAD RE TARRING WARD 12 IN CHOORNIKKARA GP

Amount

P H C DARUSALAM ROAD RETARING

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

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.

75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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 - I By Manual Means <br> (II) Bitumen (S-65)

75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <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 <br> Case III : Type C <br> (II) Bitumen (S-65)

Name board

OD85848/2023-2024:Providing name board of average size 90cm x 60cm fixing with 50mm GI pipe post including bootom concreting painting letterning etc. complete- as detailed below. earthwork excavation in all class of soil, PCC 1:4:8 10cm thick, bottom pedestel of size 30x30x45 cm with CC 1:2:4, 5-mm GI pipe as main post of average lengh 145cm, support strut with 25mm GI pipe 2 nos 50mm, 1mm thick MS Sheet board of frame with 40x40x6mm angle iron and 3 mm thick MS gusset plates at junctions, overall painting with synthetic enamel paint and lettering with synthetic enamel paint.

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K M ALI