NORTH PARAVOOR MUNICIPALITY PROJECT 2024-2025 RENOVATION OF EAST WEST SIDE ROAD AT POOTHAYIL PALAM AND CONSTRUCTION OF RETAINING WALL IN WARD NO 8 WARD 9

Amount

SIDE PROTECTION

2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry

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

OD356791/2024-2025:DRY RUBBLE MASONRY_ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels coat and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site

11.4.4: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 1202

OD356793/2024-2025:Dry Rubble Masonry- Dry Rubble without Concrete Levelling Course Masonry with good Quality blasted Rubble including packing to Compactness to lines and levels including labour charges etc, complete as per the the Direction of Departmental Officers at site using DEPARTMENTAL STONE

OD356792/2024-2025:Engaging man coolies

OD356814/2024-2025:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

OD356855/2024-2025:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size,design&shape,laid in required pattern over and including acompacted bed of 6mm stone aggregate of 50mm average thickness,etc.all completed as per the direction of Engineer-in-charge.

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)

SURESH T G (BID ID -2162425)

Bidder Name

SURESH T G

K.P.RADHAKRISHNAN