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 as directed by the Engineer in charge of the work

Collection, supply, and filling of Gravel 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

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)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone 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 / MORTH

Earth work excavation in soil as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305/ 304 MORTH Manual Means

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

Plain Cement concrete Nominal mix (1:2:4) (Mechanical Mixer) Providing concrete for plain/reinforced concrete M15 Nominal mix in open foundations using 20 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 Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work.

Providing and laying reinforced cement concrete design mix RCC M 20 Using Concrete Mixer in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD /Sections 1500, 1600 & 1700 MORTH For Culvert

Carting away the Surplus excavated earth from the work site with a extra lead of 1KM beyond initial lead including loading unloading and conveyance but excluding staking charges ertc.,complete.

Asst. Engineer Dhone Municipality