|
| 1 | Part-AProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.4-53) specification 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. By Manual Means |
| 2 | Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with Approve 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing For Agra MORT&H-6.02 (602) |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transportings to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 MORT&H-3.18 (305) |
| 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and 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-charge upto a distance of 30m from the foundation trenches. (Small work) Ch-4 SI No- 1 |
| 5 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.Ch- 5 SI No- 4.1.8 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges |
| 6 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SI No- 6.1.1including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges |
| 7 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.Ch-5 SI No-4.1.4including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges |
| 8 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. Ch- 13 SI No- 13.4.1 |
| 9 | Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment |
