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| 1 | 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 andthe 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..S.I.No-251 |
| 2 | Providing & Laying Cement Concrete 1:6:12 in cement C-sand and 40mm stone ballast including supply of material and labour etc. SI No. 273 |
| 3 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding0.50m in depth and earth work in embankment to be in20cm layers including ramming and dressing the surface torequired levels and slopes and also including 1.5 m lift and30m lead. The earth in form of cutting to be used as spoilbanks within 50m distance as directed bytheEngineer-in-Charge Cartege up to 5 km S.I.No-253+253(e) |
| 4 | Constuction of Granular sub-base(GSB) by providing coarse graded material spreading in uniform layer with motor grader prepard surface, mixing by mix in place method with rotavator at OMC,and compecting by vibratory roller to achieve the desired density,complete as per clause 401 of morth |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405(WBM-G3) |
| 6 | 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 completion of the work p.g.no-26 (si.no.6.1.1) |
| 7 | 12mm Cement plaster with cement mortar inproportion of 1:4 cement & coarse sand of single 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.S.I.13.4.1 |
| 8 | Providing and laying cement concrete in 1:2:4 with Cement Course Sand and 10-20 mm gaugeStone gritt.etc. As per item no (4)(4.1) p.g. no( 25) |
| 9 | CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates 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 including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit) . SI No.23 New Item |
| 10 | Providing and fixing sing boardgranite of approved including all complete. |
