Entity. The responsibility of the parties for actions to be taken shall be decided by the PROCURING ENTITY’s Representative either at the Management Conference or after the Management Conference and stated in writing to all who attended the Conference. Bill of Quantities The Bill of Quantities contain items of work for the construction, installation, testing, and commissioning of work to be done by the Contractor. The Bill of Quantities is used to calculate the Contract Price. The Contractor is paid for the quantity of the work done at the rate in the Bill of Quantities for each item. If the final quantity of any work done differs from the quantity in the Bill of Quantities for the particular item and is not more than twenty five percent (25%) of the original quantity, provided the aggregate changes for all items do not exceed ten percent (10%) of the Contract price, the Procuring Entity’s Representative shall make the necessary adjustments to allow for the changes subject to applicable laws, rules, and regulations. If requested by the Procuring Entity’s Representative, the Contractor shall provide the Procuring Entity’s Representative with a detailed cost breakdown of any rate in the Bill of Quantities. Instructions, Inspections and Audits The Procuring Entity’s personnel shall at all reasonable times during construction of the Work be entitled to examine, inspect, measure and test the materials and workmanship, and to check the progress of the construction. If the Procuring Entity’s Representative instructs the Contractor to carry out a test not specified in the Specification to check whether any work has a defect and the test shows that it does, the Contractor shall pay for the test and any samples. If there is no defect, the test shall be a Compensation Event. The Contractor shall permit the Funding Source named in the to inspect the Contractor’s accounts and records relating to the performance of the Contractor and to have them audited by auditors appointed by the Funding Source, if so required by the Funding Source. Identifying Defects The Procuring Entity’s Representative shall check the Contractor’s work and notify the Contractor of any defects that are found. Such checking shall not affect the Contractor’s responsibilities. The Procuring Entity’s Representative may instruct the Contractor to search uncover defects and test any work that the Procuring Entity’s Representative considers below standards and defective. Cost of Repairs
Location: MINIMUM MATERIALS Description Unit Original Test Min. No. of Sample Test Quantity Required Test Req'd. Requirements (2) (3) (4) (5) (6) (7) PART C – EARTHWORKS Clearing and Grubbing ha. IR 1 1 Removal of Stuctures and Obstruction ls. IR 1 1 Roadway Excavation (Surplus Unclassified) cu.m. IR 1 P for every 1500 Structure Excavation cu.m. G 1 P 1 for every 1500 C 1 Embankment cu.m. G 1 P 1 for every 1500 C 1 FDT 3 for every 500 Preparation sq.m G 1 P 1 for every 1500 C 1 FDT 3 for every 500 PART D - SUBBASE & BASE COURSE Aggregate Sub Base Coarse cu.m. G 1 300 P 1 C 1 1500 Q1 1 CBR 1 for every 2500 FDT for every 500 Aggregate Base Coarse cu.m. G 1 for 300 P 1 C 1 for every 1500 Q1 1 FDT 3 for every 500 PART E - SURFACE COURSE Bitunimous Prime Coat sq.m Q1 1 for every 40
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.
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.