General Funds

Dismantling, Clearing away and Carefully stacking useful materials by Mechanical Means of Cement Concrete for re-use and disposal of unserviceable materials with 100m lead as directed by Executive Engineer duly taking actual premeasurements before Dismantling including all labour Charges, Overheads & Contractor Profit etc., Complete.

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.

Filling with Stone Crusher Dust in Trenches, Sides of Foundations and Basement with Initial Lead in Layers Not Exceeding 15cm thick, Consolidating 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., Complete for Finished Item of Work.

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 (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, 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)

Dismantling of Existing Brick Work Structures like Culverts, Bridges, Retaining Walls and Other Structures Comprising of Brick Masonry, Including disposal of Unserviceable Material and Stacking the Serviceable Material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH.

Dismantling of Cement Concrete M10 By Manual Means Clearing Away and Carefully Stacking Useful Materials for Re-use and Disposal of Unserviceable Materials with 100m Lead as Directed by Executive Engineer Duly Taking Actual Premeasurements Before Dismantling Including All Labour Charges, Overheads & Contractor Profit etc., Complete.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm, 20mm and 10mm size hard, machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 Cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Providing Plain Cement Concrete M 20 Nominal mix (1:2:4) (Mechanical Mixer) using 20mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications For Bed.

Providing Plain Cement Concrete M 20 Nominal mix (1:2:4) (Mechanical Mixer) using 20mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications For Drain Walls.