Renovation Work of Padli Canal under nabard at Tehsil Kosiyakutouli Disstrict Nainital Reach- 0.00 to 1.200 km

Amount

Slip Clearence (by manual means) of boulders only including disposal complete as direction by the Engineer-in-charge

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting toembankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specifications Clause 305.1 of MORD Specification

Plain Cement Concrete M10 1:3:6 (Hand Mixing) nominal mix in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

RR stone masonry laid in 1:5 cement and sand mortar in breast walls, retaining walls, parapets scupper etc. including supply of all materials, labour,T&P required for proper completion of the work.

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification

Supply /Fixing of HDPE Pipe 200mm PN6

Cable (Length main cable (40 mm dia) with anchor cable)

Length suspended cable (20 mm dia)

Supply & Fixing of Pully 200 mm dia (2 Nos)

M/S TRIVENDRA KUMAR BADHANI

surendra singh