Strengthening of Road from RCD road Jagda, Hartahatu to Kenjera via Tialikuti (Length- 11.90Km)

(i) SpecialRepairofRoadfromRCDRoadRoadJagda,HartahatutoKenjra via Tilakuti (11.900KM) Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. S.O.R. Item No. 2.02

Clearing and Grubbing Road Land (Clearing and grubbing road land including up rooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual means with In area of light jungle S.O.R. Item No. 2.03 (i) A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres By Mechanical means Cement Concrete Grade M-15 & M-20 S.O.R. Item No. 2.04 II A

Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earth work and Dismantling of Masonry Works. S.O.R. Item No. 2.04 (IX) (B)

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres. By Mechanaical Means using Hydraulic excavatorS.O.R. Item No. 3.15 (i)

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)S.O.R. Item No. 3.20 Case-I

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. S.O.R. Item No. 3.18

Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m.S.O.R. Item No. 3.06

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty @ 27.48/CumS.O.R. Item No. 3.17

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I Material S.O.R. Item No. 4.01 B (i)