Construction of Kushmiliya to Chilli link road

Construction of embankment with approved material obtained from local pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Page 3-3)

Laying and spreading soil on a prepared surface, pulverising, mixing the spred soil in place with rotavator with 2% slaked lime having minimum 50% of contents of CaO., Grading with motor grader and copacting with the smooth wheeled road roller at OMC to achieve atleast 98% of the max dry density from a layer of sub-base asd per Ttechnical specification Clause 403.

Construction of granular sub-base by providing well graded material Grading I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401. (Page 4-2)

Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 3 as per technical specification clause 405-3 (Page 4-14)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 303.1

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Sand filling in plinth including supply of necessary quantity of sand approved quarry from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work.

Providing & Laying concrete for plain/reinforced concrete (M-10) in open foundations complete as per drawing and technical specifications clauses 802,803,1202 & 1203.

Providing Concrete for Plain/reinforced concrete in open foundation complete as per drawing and technical and specification clauses 802,803,1202&1203 (M-25)