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| 1 | 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 clause 401. For grading-I Material |
| 2 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. |
| 3 | 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 |
| 4 | M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. |
| 5 | Construction of Embankment with Material obtained from Borrowpits construction of embankment with approved material obtained from borrow pits with all lifts and lead up to 2 km distance, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST. |
| 6 | 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 . |
| 7 | 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. |
| 8 | RCC Grade M20 using batching plant transit mixer & manual placing |
| 9 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 10 | Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. ( SI No. 10.27) |
| 11 | Cost of 600mm dia NP-3 class hume pipe. |
| 12 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(S.No.12.5) |
| 13 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications (S.No. 9.10) |
| 14 | fixing of joints in hume pipe with juit and cement including cost of material and labour. Please Enable Macros to View BoQ information |
