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| 1 | Granular Sub Base with well Graded Material(Table 400.1) (A) By Mix in Place Method. Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical spec.clause 401. |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)DSR-2023-6.1.1 |
| 3 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 aggregate 20 mm nominal size derived from natural sources).DSR-2023-5.1.2 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of column, etc for mass concrete.DSR-2023-5.9.1 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars DSR-2023-5.22.6 |
| 6 | Providing laying and spreading compacting stone aggerigates of specific sizes to water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec.clause 405. |
| 7 | Construction of un-reinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501 MORD-6.4 |
| 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 With 8 km extra cortage |
| 9 | Providing & Fixing of Inauguration Granite stone including excavation of foundation, Base concrete 12:6:1, B/W in 1:6 cement and Coarse sand, Plaster in 1:4, Painting & Supply of Granite stone & lettering etc. Complete as per S I No-251,273,303, 584(a), 660, 819 & Black Granite (Polished) in big slab 20mm thick (size 0.75x0.60m) as per 4 (c) (i). Please Enable Macros to View BoQ information |
