BALANCE WORK OF CONSTRUCTION OF ROAD AND NALLAH FROM INDORE ROAD TO MANCHAMAN BEHIND PMAY MULTI

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier, disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness, if required, as per Section-200 of the specifications. (Volume-1,Road and bridge work2025-26 SOR No. 2.2.2.1 Page No. 15)

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 to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications.(Volume-1,Road and bridge works 2025-26 SOR No. 3.3, Page No. 24)

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m.Disposed earth to be levelled and neatly dressed All kinds of soil

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. Ordinary rock USOR I.no. 18.2.2 p.no. 227

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. (Volume-1,Road and bridge works 2025-26 SOR No. 3.12, Page No. 26)

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. By Mix in Place Method i)For 53 mm maximum size (Volume-1, Road and bridge works SOR2025-26 No. 4.2.2.1,(ii) Page No. 34)

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. (Volume-1, Road and bridge works SOR 2025-26 No.6.1, Page No. 60)

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.(Volume-1, Road and bridge works SOR 2025-26 No. 6.3, Page No.49)

Add extra in Item No.- 6.2 & 6.3 above for the cost of steel in dowel bar and tie bar etc. required as per design.(Volume-3, Road and bridge works SOR No. 6.4.1 & 6.4.2, Page No. 52) Mild Steel dowel bars confirming to IS 432, grade I

HYSD tie bars of Fe 500 grade confirming to IS 1786 .@ 0.6 % of the Concrete Volume