Annual Plan-Annual Plan VMC 2026-27 Proj. 55/27 Pulinchuvadu Chandanapuram road maintenance Ward 5

OD47293/2026-2027:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarifying with power roller,as per direction of departmental officials at site Labour L

OD47292/2026-2027:Granular sub base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in palce method and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408 Soil gravel mixture/ Quarry waste.

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.

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.

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)

OD47294/2026-2027:Surface dressing of the ground including removing vegittation and in- equalities not exceeding 15cm deep and disposal of rubbish , lead upto 50m and lift upto 1.5m, all kind of soil

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 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)

OD47290/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block (MoRD Specn) of M30 grade made by block making machine with strong vibratory compaction, of approved size design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge { for medium traffic areas }