General Funds

Excavation for Roadway in Soil by Mechanical Means Including Cutting and Pushing the Earth to Site of Embankment upto a Distance of 100 m, including Trimming Bottom and Side Slopes in Accordance with Requirements of Lines, Grades and Cross-Sections as per Technical Specification Clause 302.3 MORD / 301 MORTH

Compacting original ground Loosening, Leveling and supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 MORD / 305 MORTH.

Providing, Laying, Spreading and Compacting Graded Stone Aggregate to Wet Mix Macadam Specification including Premixing the material with water at OMC in mechanical mixer (Pug Mill), Carriage of Mixed Material by Tipper to Site, Laying in Uniform Layers in Sub-base / Base Course on a Well Prepared Sub-base and Compacting with Smooth Wheel Roller of 80 to 100kN / Vibratory Roller 80-100 kN Weight to Achieve the Desired Density Including Lighting, Barricading and Maintenance of Diversion, Etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

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 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Filling with Gravel in Trenches, Sides of foundations and basement with in itial lead in layers not exceeding 15 cm thick, consoidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of t & p etc., all labour charges etc., complete for finished item of work. (APSS No. 309 & 310)