352/2026 Karikode Kuruthikaman nagar,Sakthi nagar,Vikas Nagar, Pallivila Puthen vila ,Rose nagar,Sneha nagar, Vidya nagar road reconcrete, retarring, Interlocking Vayalil nagar road ,Drain construction ar

Work Name:Annual Plan-352/2026 Karikode-Kuruthikaman nagar,Sakthi nagar,Vikas Nagar,Pallivila Puthen vila ,Rose nagar,Sneha nagar,Vidya nagar road reconcrete,retarring,Interlocking Vayalil nagar road ,Drain construction Puthuveettil thara thaikkavu ,India nagar,Pulari nagar,Karimpalil Secular nagar road reconcreting,Rain water pit,Interlock,Shappu mukku -Old Bu stand Library Junction Road retarring,Mahila Mandiram Tharavadu Maintenance in division 23 of Kilikolloor zonal,Kollam Corporation-General Civil Work

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1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)³11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20’11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202tonne
OD101839/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 I.P.C.C grade M10 (i) Nominal mix 1:3:6 (for drain bottom layer of drain);, (modification of 11.4.1.1)ÀOD101841/2025-2026:Lifting conveying and fixing the newly casted RCC covering slab of any thickness on top of drain in position including all labour charges and miscellaneous expent etc charge Retarring¹
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 506.¹
75.5.5.B.2pb:Modified Penetration Macadam 75 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.E
75.5.2.4pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.Î75.5.9.2.2pb: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 - II By Mechanical Means (II) Bitumen (S-65)W
75.5.12.A.1.2pb:Seal Coat - Manual Means - Type A - 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 I : Type A (II) Bitumen (S-65)}
OD39741/2025-2026:Providing Plain cement concrete for Berm work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)