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| 1 | Work |
| 2 | Earth work in cutting or in embankment in ordernary soil exacavation to be the form or regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5m and lead up to 2000 m. The earthe cutting to be used in making embankment or to be deposited as spoil banks within 2000m distance and cartage upto 2 Km distance as Directed by the Enginner-incharge. SI No. 253+231(A) |
| 3 | Excavation in foundation in ordinary soil (Loam clay, or sand) including filling lift upto 1. metre (5fts.) and lead upto 30m (100fts) & 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 surlus earth as directed by the Engineer - in - charge upto a distance of 30m. (100 fts.) from the foundation trenches.As per SCH. PWD 251 |
| 4 | Providing and laying in cement concrete 1:6:12 (I cement : 6 fine sand : 12 graded Brick Ballast 40mm. Nominal Size) including supply of all materials, labour and T & P etc required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. SI No. SCH. PWD 273 |
| 5 | M-150 Class brick work in 1:4 cement and coarse sand mortar in foundation and super structure including supply of all materials, labours and tools and plants etc. required for proper completion of the work. as per 305 (b) |
| 6 | 12 mm thick plaster with cement morar in proportion of cement and approved coarse and in 1:3. As per SCH PWD SI No. 583 |
| 7 | 2.5 cm (1\") thick 1:2:4 plain cement concrete floor with cement approved coarse and and 2 cm (3/4\") graded approved stone laid in panels finished with 3 mm (1/8\") flooring coat of neat cement or cement and marble dust in 5:1 as pecified over & including 8 cm (3\") thick base concere consisting of cement, local sand and brick ballast 4 cm (1.5\") gauge in the propotion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, laoburand T & P etc. required for proer completion of the workt without base concrete. SCH PWD 601 |
| 8 | R.C.C. work with cement approved course sand and 2 cm (3/4\") gauge approved stone ballast in the prooportion of 1:2:4 lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and bending the sams with 24 BWG GI binding wire and including neccessary centering and shuttering etc. and also including supply of all materils, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item. SCH PWD IS No. 283 |
| 9 | Mild Steel or Iron in plain work. Such as reinforced concrets or reinforced brick work (When not including in as over all rates) wrought to requird shapes as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes.SCH. PWD 504 |
| 10 | 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 with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 11 | Constructionof un-reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation as approved curing od concrete shalavs slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 12 | Making construction joint in cc road with 0.8kg Maxfalt,0.01Kg cement &0.0025Cum coarse sand including all complete of work. |
| 13 | S/F Inaugration black Granite (Polished) 20 mm thick stone size 0.90×0.75 m including Lettering, Printing, border etc, will be painted of superior quality is required shade and colour incuding fixingexcavation o foundation (1.40×0.50×0.40m), LCC 1:6:12 (1.40×0.50×0.10m), brick work 1:3 cement coarse and foundation (1.40×0.345×0.30m), Upto 1.40×0.23×1.35m), 12 mm thick Plaster 1:3 cement coarse sand and finishing walls with water proofing white cement paint of approved make and quality such as super snowcem paint etc. all complete |
