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| 1 | 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 within all lifts and lead upto 1000m. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 2 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 3 | Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 4 | Struck pointing with cement mortar consisting 1 part cement and 3 parts of sand of 1.25 fineness modulus including supply of all materials labour and T&P etc. required for proper completion of the work.sor-583 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 5 | 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification with 45-63 mm Stone ballast including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification with 22.4-53 mm Stone ballast including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 8 | Providing and applying primer coat with SS -2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 10 | Providing, Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm aggregates either using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tones/hour, layoing and rolling with a smooth wheeled roller, finished to required level and grades as per Tehnical Specification Clause 510 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 11 | Providing and laying of premix seal coat type B with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 12 | 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. 300-2 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) Please Enable Macros to View BoQ information |
