Laserfiche WebLink
IML <br />The pavement is patched, crack sealed, and <br />surface treated. Edges are regraded. <br />Taxiwav markinas are replaced. <br />Low areas are filled, and the pavement is <br />crack sealed. Edges are regraded. Apron <br />markinas are replaced. <br />Low areas are filled, and the pavement is <br />crack sealed. Edges are regraded. Apron <br />markings are replaced. <br />These costs are only the estimate of the construction total. That programmed value with <br />contingency was $1,941,500. This total is 4 percent over the programmed amount. <br />A detailed tabulation of costs is included in Supplemental Table E. <br />Additionally, there is a concern for the project budgeting in the construction services. The <br />project programming listed $230,000 for construction services and contingency. However, <br />the contingency is traditionally 10% of the construction or $176,500. This leaves $53,500 for <br />testing, Resident Project Representative, and construction phase services. The cost <br />tabulation has estimates of the professional and testing fees for the project, and an estimate <br />of 1,000 manhours of RPR. We have determined that construction services should be <br />anticipated and programmed at $194,000 for the project, for a grand total of the project <br />estimated at $2,208,100. <br />9. Modifications to Standards <br />There are 3 items that are not within the current standard of the FAA's advisory circular <br />criteria: <br />1. The taxiway geometry, for both offset from runways, and fillet edges in turns and <br />intersections, does not meet the current standards of 150/5300-13A. However, <br />bringing these components of the airfield are not cost-effective and not within the <br />current programmed costs of the project. <br />2. The holdlines for the taxiways connecting to both runways are not at the current <br />standard as required in 150/5300-13A. However, the requirement of co -locating the <br />Page 135 <br />