Annual Plan-Thavanur GP Project No.79/23-24 Madirassery Pump House Road Perakkunnu Colony Road Retarring in Ward 7-Maintenance-General Civil Work

Amount

Re tarring

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.

5.2.1a:Tack Coat<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.

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)

ROAD CONCRETING , IRISH DRAIN& INTERLOCK WORK

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

OD318197/2023-2024:Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (modified DAR 15.2.1

OD313161/2023-2024:OD from Mord 3.3 &3.4 Filling with contractors own earth (excluding rock) in ope area in layers not exceeding 20cm in deptyh consolidating each deposited layer by layer by ramming and watering lead upto 50m and lift upto 1.50m as per direction of site engineer in charge

OD313249/2023-2024:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by power roller, etc complete for improving the CBR value of subgrade

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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

OD313264/2023-2024:Filling with Quarry muck . filling up low lying and water logged areas with local material/quarry muck, spredding in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of sub grade.

OD313212/2023-2024:OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

OD313169/2023-2024:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 and 1203 III.PCC. grade M20(i)Nominal mix(1:2:4)

OD313168/2023-2024:Providing and fixing granite of any colour and shade for name board, of required size laid over base of cement mortar 1:4 (1 cement :4 coarse sand), including all charges etc. complete t all,levels,includinglettering & amp;fixing

MOHANDAS P

Bidder Name

MOHANDAS P

Abdulla C P