Construction of 04 Nos Roads Under Dwarika Nagari Yojana in Gwalior East Vidhan Sabha ( white-Topping and C.C. Road) Within limit of Gwalior Municipal Corporation file No. 273/26x3/6

Site Clearance Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. Girth from 300 mm to 600 mm

Girth beyond 600 mm to 900 mm

Girth beyond 900 mm to 1800 mm

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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. A. In area of light jungle

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters by manual means, stacking serviceable and unserviceable materials separately and Section 200 of the specifications. 2.4.2 By Mechanical Means 2.4.2.1Bituminous courses

White Topping on Cement Concrete Pavement Cement Concrete M-40 grade for White topping on Cement Concrete pavement: Providing and laying Conventional white Topping as per IRC:SP:76 including polymeric synthetic fibre as per ASTM (1116) such as polyester/polyethylene/ polypropylene / Glass fibre at 9.25 Kg/Cum with groove cutting grid 1m x 1m to a depth of 1/3 of the thickness and of width of 3-5 mm with sealing joint as per design including cost of all material over bituminous surface (Existing bituminous surface prepared if necessary, either by milling or levelling course to be done with BM/DBM/DLC to correct surface profile and to be paid separately) as Cement Concrete Pavement, Construction of unreinforced, Dowel Jointed

Earthwork Construction of Embankment/Sub-grade/Earthen Shoulders Construction of Embankment/Sub-grade/Earthen Shoulders with material obtained from other sources, as per provisions of Section 305 of the specifications, with approved materials/soil confirming to requirements given in Table 301-1 of specifications including all lead and lifts, including cost of watering, compaction by vibratory roller/heavy pneumatic type roller etc. confirming to requirements given in Table 301 2 of the specifications complete. For main carraigeway

Sub base, Base course Construction of granular sub-base by Plant Mix Method including mixing in a mechanical mixing plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, including all lifts and lead complete as per Section 401 of the specifications 4.1.2.1 Grading I For main carraigeway

Dry Lean Cement Concrete Sub- Base Construction of Dry Lean Cement Concrete Sub- Base Over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 of the specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per Section 601 of specifications. For main carraigeway

Dowel jointed, Plain Cement Concrete Pavement Construction of dowel jointed, plain Cement Concrete pavement in M-40 Grade Concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per Section-602 of the specifications complete but excluding cost of steel in dowel bar and tie rod etc. For main carraigeway