construction of building

Amount

CIVIL WORKS

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

providinhg,laying compacting garvel material requirement if the specification of IRT & hw material shaal be laid in one or more layer as sub base and upper sub base necessary according to the grade and cross section in the drawings as indicated by the Engineer.

supply and filling in basement with wet mix 250mm thick in layers not exceeding 250mm thick well watering ramming and consolidation including machenris for higher and running charges leader 5 cum capacity hire charges for tipper water springler vibtory roller etc complete and all labour charges as directed by the departmental officers.

Providing and laying WBM 75 mm compacted thickness with WBM Grade II metal using 1.00 cum of 63 -45 mm IRC size metal with 0.24 cum of gravel for bindage per 10 sq.m including cost and conveyance of all materials and stacking them at the site to departmental gauge for pre-measurement, labour charges for spreading metal and gravel, hand packing to camber, watering with all leads for water and compaction by 80-100 KN power roller, wate sprinkler and all other tools and plants employed barricading etc., complete as per clause 404 of most specification.

Providing and laying 75 mm compacted thickness with WBM Grade III metal using 1.00 cum of 53 -11.20 mm IRC size metal and conveyance of all materials from approved quarry to woksite and stacking to department gauge for pre-measurement as directed by the department officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel of forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finished as per MORD 405 including hire and fuel charges etc., complete for top layer.

S K VADIVELMURUGAN