Name of Work:- CMLRRP-CMLRRP 2.0 - 2024-25 - KUNNATHUNAD LAC-SL3673 -KUMMANOD CHOORAKKODE CANAL BUND LINK ROAD - KIZHAKKAMBALAM GP - VAZHAKKULAM BP - ERNAKULAM DP -General Civil Work
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Item Description
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Road Renovation
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75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
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75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
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75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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. Case - I By Manual Means (II) Bitumen (S-65)
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75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates 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 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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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 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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OD278617/2025-2026:Providing and erecting direction and place identification retro-reflectorised sign with 7 yearswarranty as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frame of MS 40x40x6mm and supported on 2 inch dia GI Pipe pole 50mm NB-2 nos conforming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 400 x 400 x 600 mm, 600 mm below ground level including painting all exposed surface with two coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering and symbols etc (Derived from MoRD spec 10.3.A.2 Please Enable Macros to View BoQ information
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