KR0773 MRL22-Kothanalloore Onamthiruth Anamala Kurumulloore Munduvelippady Parayamakkil Karadi Road (Balance work quotation)

Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1

3.2 Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing bituminous surafce to a depth of l50mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per technical specification Clause 301.4.1

2.14.2.A Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of l00m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses

2.5.2.B Dismantling of structures- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry‘, cement concrete, woodwork, steelwork, including T&P and scaffolding ivhereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of l000m as per technical specification Clause 202.1 - Reinforced Cement Concrete (RCC) - By Mechanical Means

3.5.3 Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements ot’ lines, grades and cross sections and transporting to the embankment location with a lift upto l.5m and lead upto l000m as per technical specification Clause 302.3

3.3 Construction of embankment with material obtained from Roadway cutting - Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5

3.4 Mod Construction of embankment with material obtained from Private land. Borrow Pits - Construction of’ embankment with approved material deposited at site from borrow pits with a lift upto l .5m. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5 (Contractor's own earth)