SCSP Grant

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD a) Excavation in Cutting in Soil by manual means with lead upto 50 m as directed by Engineer in Charge of work.

Collection, supply, and filling of Crusher stone dust from approved quary to work site and stacking at work site to Dept. gauge for premeasurements including cost and conveyance of all materials, labour charges etc., complete as per standard specifications. Clause 305.39 MORD & 304 MORTH etc., complete and as directed by Engineer in Charge of work

Providing Plain Cement Concrete nominal mix (1:4:8) in open foundations using 40 mm nominal 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. etc., complete and as directed by Engineer in Charge of work.

Construction of VCC M30, 20mm Graded metal un-reinforced, at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 / 53 grade cement or any other type as per Clause 1501.2.2 and fine aggregates conforming to IS : 383, maximum 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, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Note: Payment will be released only after satisfactory core results of the concrete strength for 28 days as per IS Code as directed by Engineer in Charge of work.

Carting of excavated Earthwork with a lead of 1 km, including loading & unloading and conveyance charges for machines per kilometer for transporting materials by tippers and tractors etc., complete as directed by the Engineer-in-charge of work. (80% of earth work qty)

Asst. Engineer Dhone Municipality