Annual Plan PR NO 419 25 KALPETTA MUNICIPALITY 024 25 SIDE PROTECTION OF MYLADIPPARA ROAD General Civil Work

Amount

FOOT PATH 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

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

OD273413/2024-2025:Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 <br> Random rubble masonry in case of stone pitching laid with cement mortar (1:5) : In cement mortar (1:5)

OD273414/2024-2025:Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 <br> Random rubble masonry with departmental stone in case of stone pitching laid with cement mortar (1:5) : In cement mortar (1:5)

OD255964/2024-2025:Filling with contractors own earth ( excluding rock) in OPEN AREAS 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 as per direction of site Engineer-in-charge

OD256792/2024-2025:Providing Weep Holes to Cement Concrete Retaining Wall using 63mm 4kgf/cm2 PVC Pipes, as per the direction of Engineer-in-Charge.

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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

OD255966/2024-2025:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick, GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm

SATHYAN P P (BID ID -2109260)

Bidder Name

sainudheen

SATHYAN P P