or 200 Bituminous Concrete Surface Course, Hot Laid G 1 for every 75 a.) Aggregates P 1 or 130 Q4 1 Q6 for every 1500 F 1 b.) Bituminous Materials Q1 for every 40 G 1 c.) Mix E 1 75 For every Sty 1 130 C 1 Ql for every 100 d.) Hydrated Lime e.) Mineral Filler G 1 for every 75 P 1 f. Compacted Pavement (Asphalt) FDT 1 for each day Ta 1 for every 100 cu.m. Portland Cement Concrete Pavement bags PEC 1 for every delivery a.)Cement MC Qc 1 for every 2000 Q4 1 for 1500 b.) Fine Aggregates G 1 for every 75 Q6 for every 1500 c.) Coarse Aggregates G 1 for every 75 PEC 1 for the whole work d.) Water Qw 1 for the whole work PEC Filler 1 for every MC Q7 1 for 10000 f.)Steel Bars MC for every delivery Ft or Ct 3 for every 75 g.)Concrete St 1 for every h.) Concrete Pavement sq.m Tc 5 per km/lane Concrete Structures kgs. Q7 1 for every 10000 Reinforicng Steel works cu.m.
or 200 Bituminous Concrete Surface Course, Hot Laid a.) Aggregates G 1 for every 75 P 1 or 130 Q4 1 for every 1500 Q6 F 1 b.) Bituminous Materials Q1 for every 40 c.) Mix G 1 For every E 1 75 Sty 1 130 C 1 d.) Hydrated Lime Ql for every 100 e.) Mineral Filler G 1 for every 75 P 1 f. Compacted Pavement (Asphalt) FDT 1 for each day Ta 1 for every 100 Portland Cement Concrete Pavement cu.m. a.)Cement bags PEC 1 for every delivery MC Qc 1 for every 2000 b.) Fine Aggregates Q4 1 for 1500 G 1 for every 75 c.) Coarse Aggregates Q6 for every 1500 G 1 for every 75 d.) Water PEC 1 for the whole work Qw 1 for the whole work Filler PEC 1 for every MC f.)Steel Bars Q7 1 for 10000 MC for every delivery g.)Concrete Ft or Ct 3 for every 75 St 1 for every h.) Concrete Pavement sq.m Tc 5 per km/lane Concrete Structures Reinforicng Steel works kgs. Q7 1 for every 10000 cu.m.
bid-docs-tuel-bulala-fmr.docx