Road widening and beautification work from Chaubis Khambha Mata Temple to Chhota Rudra Sagar

Cutting of trees, including cutting of trunks/branches in suitable size removal of stumps/roots, and stacking of serviceable material with all lifts and lead up to storage yard and filling earth in the depression/pit. Girth from 300 mm to 600 mm

Transplantationof treesincludingtrimmingthebranchesof fullgrown treesaspertherequirement,givingthewaxtreatmentof thetrimmed areaof branches, uprooting the treeand transporting theuprooted tree to thespecifiedsiteof the transplantationasdirectedby the engineer-in-chargeupto12kmlead includingall lifts, transplanting theuprootedtreebydiggingarequiredsizeofpit, fillingit with fresh gardensoilandmanureaspertherequirementandmaintaingit fora period of 4 months by watering, weeding, manuring etc complete. A) Trees having trunk girth upto 1.0 metre

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. From Earthwork Calculation Sheet

Transportation by Mechanical means including Loading , Unloading and Stacking 4 Km

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 3012 of the specifications complete.

Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. ( For 53 mm maximum size )

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring 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 a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

Construction of Dowel jointed, Plain Cement Concrete Pavement in M-30 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 preading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar, tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC:15 and as per ection-602 of the specifications complete excluding cost of steel in dowel bar and tie rod etc.

Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Mild Steel dowel bars confirming to IS 432, grade I