# of Qc 1 for 2000 a.)Cement bags MC 1 for every delivery b.) Fine Aggregates cu.m. Q4 1 for every 1500 G 1 for 75 cu.m. Q6 1 for every 1500 c.) Coarse Aggregates G 1 for every 75 d.) Water PEC 1 Qw cu.m. Ct 3 for 75 e.)Concrete St for every PART G - DRAINAGE & SLOPE PROTECTION l.m. Reinforced Concrete Pipe Culvert (RCPC) PEC 1 for every size a.) Pipes MC b.)Cement Qc 1 for every 2000 MC 1 for every delivery Q4 1 for every 1500 c.) Fine Aggregates G 1 for every 75 Q7 1 for 10000 d.)Reinforcing Steel Bars MC 1 for every delivery cu.m. Stone Masonry Qc 1 for every 2000 a.)Cement MC 1 for every delivery b.)Fine Aggregates Q4 1 for every 1500 G 1 for every 75 IR 1 for the whole work PEC 1 for the work d.)Water Qw 1 for the work TOTAL COST The number of tests indicated here in were based on the minimum test requirements from one source. In the event that the of test should be on the same basis as the minimum requirements.
a.)Cement # of bags Qc 1 for 2000 MC 1 for every delivery b.) Fine Aggregates cu.m. Q4 1 for every 1500 G 1 for 75 c.) Coarse Aggregates cu.m. Q6 1 for every 1500 G 1 for every 75 d.) Water PEC 1 Qw e.)Concrete cu.m. Ct 3 for 75 St for every PART G - DRAINAGE & SLOPE PROTECTION Reinforced Concrete Pipe Culvert (RCPC) l.m. a.) Pipes PEC 1 for every size MC b.)Cement Qc 1 for every 2000 MC 1 for every delivery c.) Fine Aggregates Q4 1 for every 1500 G 1 for every 75 d.)Reinforcing Steel Bars Q7 1 for 10000 MC 1 for every delivery Stone Masonry cu.m. a.)Cement Qc 1 for every 2000 MC 1 for every delivery b.)Fine Aggregates Q4 1 for every 1500 G 1 for every 75 IR 1 for the whole work d.)Water PEC 1 for the work Qw 1 for the work TOTAL COST The number of tests indicated here in were based on the minimum test requirements from one source. In the event that the of test should be on the same basis as the minimum requirements.
bid-docs-tuel-bulala-fmr.docx