| 1 | 1 | Excavation in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1km. | | 569 | cum |
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| 2 | 2 | Construction of granular sub-base by providing Close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 | | 725 | cum |
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| 3 | 3 | Providing, laying, spreading and compacting graded stone aggregate in layers Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | | 672 | cum |
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| 4 | 4 | Providing, laying, spreading and compacting graded stone aggregate in layers Stablized wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC Cement + 3.50% emulsion in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | | 2565 | cum |
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| 5 | 5 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | | 18328 | sqm |
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| 6 | 6 | Providing and laying Bituminous Concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | | 550 | cum |
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| 7 | 7 | 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 km 119.200 to 121.000 | | 301 | cum |
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| 8 | 8 | Earth in Construction of Patri in ordinary soil including ramming dressing the surface to required level and slope as per direction of E/I. | | 1634 | cum |
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| 9 | 9 | Earth work in Excavation in trenches for foundations in ordinary soil (Loam clay or sand) including lift uptp 1.5 m (5fts) and lead upto 30m. (100 fts.) & including filling. Watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charges upto a distance of 30m (100fts) from the foundation trenches. S.I.No. 251 | | 224 | cum |
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| 10 | 10 | Providing and laying in Cement concrete 6:3:1 of not less than strength of M150 stone ballast (40 mm nominal size) 2 apprroved coarsesand :1 Cement and curing complete,including cost of form work in foundation and floors. S.I.No. 280 | | 27 | cum |
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| 11 | 11 | R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 4 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150. Below Plinth S.I.No. 289 | | 105 | cum |
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| 12 | 12 | Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc,(when not included in an overall rates) wrought to required shape as necessary for bending etc including supply of steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of work for door frame S.I.No. 502(i) | | 62 | qtl |
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| 13 | 13 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications | | 18 | cum |
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| 14 | 14 | 12 mm Plaster on New surface with cement mortar (1:3) on brick work in substructure as per Technical Specifications | | 110 | sqm |
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| 15 | 15 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.NO 14.67.2 + 13.43.1 on deducted 4% VAT | | 110 | sqm |
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