Construction and Repairs of CC Drain

Dismantling of existing structures comprising of Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification as per SS and as directed by the departmental officer in charge of the work

Earthwork in excavation for structures 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the departmental officer incharge of the work

Carting the excavated Earth to a distance of 1 K.M lead by cart on M.R. including loading , unloading and stacking etc. etc., complete as directed by the departmental officer in charge of the work. (80% of earth work quantitiy)

Filling Dust in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.

PCC (1:4:8) mix using 40mm size HBG metal including cost and conveyance of all materials and labour charges for mixing machine mix, etc., complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

Plain Cement concrete Nominal mix (1:3:6) using 20 mm graded metal with machine mixing including cost and conveyance of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of hte work but excluding seigniorage charges.

Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Supplying,fitting and placing HYSD bar reinforcement (FE 415) grade as per drawings and technical specification for bars below 36mm dia including over laps and wastage, where they are not welded. This rate includes cost and conveyance of steel and binding wire to work site, labour charges for cutting and bending, fabrication of steel etc., complete as per SS and as directed by the Departmental technical higher authorities.

Assistant Engineer

Tuni Municipality