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| 1 | Construction of embankment/Patri with approved material obtained from borrow pits with 8 Km. distance all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 00-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer incharge including all machinery charges & including all labour. T&P etc required for proper comletion of the work. ROAD EMBANKMENT |
| 2 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m 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 or surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches CHEPTER-4 SR No. 251 FOR DRAIN |
| 3 | Providing and laying Cement Concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing completed, including cost of form work, in Foundation and floors. CHEPTER No.-5 SR No.-2. FOR DRAIN |
| 4 | Class-150 (Non Modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper comletionof the work CHEPTER-6 SR No.-1. FOR DRAIN |
| 5 | 12mm Cement plaster with cement mortar in proportionof 1:4 Cement & coarse sand of single coat for interior plastering upto floor two level including tnternal rounded angles chamfers, and rounded angles nto exceeding 80mm. In girth and finished event and smooth CHEPTER-13 SR No.-2 |
| 6 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing completed, including cost of form work. In Foundation and floors. CHEPTER No.-5 SR No.5. FOR BED |
| 7 | P/L Construction of granular sub-base by providing coarse 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. CHEPTER-20. FOR ROAD PAVEMENT |
| 8 | Construction of un reinforcement plain cement concrete avement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause n 1501.2.2 M30 (grader), Coarse and fine aggregates confirming to is 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer not less thant 0.20 cum capacity and approriate weigh batcher using approved mix design laid in approved fixed side form work (Steel channel, laying of 125 micron thick polythene film wedges steel plates incl levelling the form work as per drawing) spreading the concrete with shovelf rakes compacted using needle, screed and palte bibrators and finshed in continues oprtion including provision of contraction, expantion, construction and construction joints applying debonding strips primar sealant, near approachis to bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs for 40 days curring compound (where specified) and waer finishing to lines and grade as per drawing and techincal specification clause all com MORD 6.4(1500). FOR ROAD PAVEMENT |
| 9 | Reinforced cement concrete work in beams, suspended floors, foofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3. |
| 10 | Reinforcement of Reinforced cencrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including benging for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. CHEPTER-10 SR No.504 |
| 11 | P/F Sign Board |
| 12 | GST18% |
