Annual Plan-PRO.316/24-25 RENOVATION OF VALLIKKUNNATH-VASIKKAVALA ROAD, KOMBANALTHEKKUMPURAM ROAD IN WARD-15 OF MUVATTUPUZHA MUNICIPALITY

Amount

CONSTRUCTION OF ROAD

OD269946/2024-2025:Sectioning up to150mm and forming the surface for new road way road way including clearing the roadway of any debris , levelling , cambering etc. complete as per direction of engineer in charge

4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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 <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 A <br> (II) Bitumen (S-65)

OD30198/2024-2025:Granular Sub base with well graded Material (table400.1) A)By Mix in place Method Construction of granular sub base by providing well graded material,spreading in uniform layers on prepared surface,and compacting with smooth wheel 401 &(111)for Grading 111 Material

OD30200/2024-2025:Providing and laying of interlocking Concrete block Pavements using 80 mm department paver blocks M40 hydraulic blocks of approved size , design & shape ,laid in required patteren over and including a compacted bed of 6mm stone agreegate of 50m average thickness ,etc. all complete as per the direction of Engineer in charge

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

NOUSHAD M I (BID ID -2005970)

Bidder Name

NAZAR P M

NOUSHAD M I