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Home My Public Portal About006200 C-620 Contractor's Application for Payment #2 - SignedProgress Estimate - Unit Price Work Contractor's Application Schedule A - Rehabilitate Runway 13-31 - AIP 056/058 1.Safety Compliance L.S. 1 $15,088.38 15,088.38$ 0.90 13,579.54$ -$ 13,579.54$ 90.00% 1,508.84$ 2.Contractor Quality Control (C-100)L.S. 1 $53,154.20 53,154.20$ 0.90 47,838.78$ -$ 47,838.78$ 90.00% 5,315.42$ 3.Dust Control L.S. 1 19,932.83$ 19,932.83$ 0.90 17,939.55$ -$ 17,939.55$ 90.00% 1,993.28$ 4.SWPPP Preparation and Implementation L.S. 1 14,775.20$ 14,775.20$ 0.90 13,297.68$ -$ 13,297.68$ 90.00% 1,477.52$ 5.Mobilization L.S. 1 213,879.18$ 213,879.18$ 0.85 181,797.30$ -$ 181,797.30$ 85.00% 32,081.88$ 6.Contractor Surveys L.S. 1 33,221.37$ 33,221.37$ 0.90 29,899.23$ -$ 29,899.23$ 90.00% 3,322.14$ 7.Topsoiling - Import and Place 3-inches S.Y. 9,381 6.32$ 59,287.92$ 9,381.00 59,287.92$ -$ 59,287.92$ 100.00% -$ 8.Excavation and Embankment (P-152)-$ - -$ -$ -$ -$ A) Unsuitable Excavation, Off-Site Disposal C.Y. 1,125 35.88$ 40,365.00$ 27.00 968.76$ -$ 968.76$ 2.40% 39,396.24$ B) Unclassified Excavation, Off-Site Disposal C.Y. 7,350 30.37$ 223,219.50$ 7,350.00 223,219.50$ -$ 223,219.50$ 100.00% -$ 9.Preparation/Removal of Existing Pavements (P-101)-$ - -$ -$ -$ -$ A) Remove Asphalt Pavement by Rotomilling - Full Depth S.Y. 16,000 4.86$ 77,760.00$ 16,000.00 77,760.00$ -$ 77,760.00$ 100.00% -$ B) Remove Asphalt Pavement by Rotomilling - Partial Depth S.Y. 240 35.12$ 8,428.80$ 240.00 8,428.80$ -$ 8,428.80$ 100.00% -$ C) Sawcut Pavement L.F. 1,259 6.64$ 8,359.76$ 1,332.00 8,844.48$ -$ 8,844.48$ 105.80% (484.72)$ D) Grade and Recompact Existing Base S.Y. 690 10.99$ 7,583.10$ 690.00 7,583.10$ -$ 7,583.10$ 100.00% -$ E) Remove Pavement Markings S.F. 356 2.66$ 946.96$ 331.00 880.46$ -$ 880.46$ 92.98% 66.50$ F) Removal of Aircraft Tie-Down Anchors EA. 60 304.59$ 18,275.40$ 60.00 18,275.40$ -$ 18,275.40$ 100.00% -$ G) Abandon Aircraft Tie-Down Anchors EA. 9 845.57$ 7,610.13$ 9.00 7,610.13$ -$ 7,610.13$ 100.00% -$ 10.Subbase Course (P-154)-$ - -$ -$ -$ -$ A) Separation Geotextile S.Y. 9,628 1.86$ 17,908.08$ 9,628.00 17,908.08$ -$ 17,908.08$ 100.00% -$ B) Subbsase Course (P-154)C.Y. 1,605 74.71$ 119,909.55$ 1,605.00 119,909.55$ -$ 119,909.55$ 100.00% -$ C) Suitable Fill Material C.Y. 273 68.21$ 18,621.33$ - -$ -$ -$ 18,621.33$ 11.Crushed Aggregate Base Course (P-209)C.Y. 1,605 110.41$ 177,208.05$ 1,605.00 177,208.05$ -$ 177,208.05$ 100.00% -$ 12.Tack Coat (P-603)Gal. 739 1.33$ 982.87$ 739.00 982.87$ -$ 982.87$ 100.00% -$ 13.Asphalt Mix Pavement (P-401)TON 2,850 219.26$ 624,891.00$ 2,291.00 502,324.66$ -$ 502,324.66$ 80.39% 122,566.34$ 14.Runway and Taxiway Markings (P-620)-$ - -$ -$ -$ -$ A) Temporary Pavement Markings With Glass Beads S.F. 1,226 1.37$ 1,679.62$ 1,226.00 1,679.62$ -$ 1,679.62$ 100.00% -$ B) Permanent Pavemetn Markings with Glass Beads S.F. 1,226 1.37$ 1,679.62$ - -$ -$ -$ 1,679.62$ 15.Hydroseeding AC. 2 3,080.29$ 6,160.58$ - -$ -$ -$ 6,160.58$ 16.6-inch HDPE Corrugated Type SP Perforated Underdrain (D-705)L.F. 709 24.27$ 17,207.43$ 709.00 17,207.43$ -$ 17,207.43$ 100.00% -$ 17.Airport Lighting Systems (L-125)-$ - -$ -$ -$ -$ A) Electrical Demolition L.S. 1 1,234.40$ 1,234.40$ - -$ -$ -$ 1,234.40$ B) Install Taxiway Sign EA. 5 7,169.26$ 35,846.30$ 5.00 35,846.30$ -$ 35,846.30$ 100.00% -$ C) Install Reflective Marker, Soil Anchor Base (L-853)EA. 12 132.88$ 1,594.56$ 12.00 1,594.56$ -$ 1,594.56$ 100.00% -$ Totals 1,826,811.12$ 1,591,871.76$ -$ 1,591,871.76$ 234,939.37$ Description Unit Measure Application Period: Materials Presently Stored (not in C) Total Completed and Stored to Date (D + E)Bid Item Value ($) Estimated Quantity Installed Value of Work Installed to Date Balance to Finish (B - F) G Item % (F / B) Bid Item No. For (Contract):Application Number: Application Date: Bid Item Quantity Unit Price 2 7-11-2022 to 7-15-2022 July 16, 2022 A B C D E F EJCDC C-620 Contractor's Application for Payment © 2010 National Society of Professional Engineers for EJCDC. 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Page 2 of 3 Progress Estimate - Unit Price Work Contractor's Application Schedule C - Mill and Inlay Apron Pavement - AIP 053 1.Safety Compliance L.S. 1.00 4,650.99$ $4,650.99 0.75 3,488.24$ -$ 3,488.24$ 75.00% 1,162.75$ 2.Mobilization L.S. 1.00 17,507.67$ $17,507.67 0.90 15,756.90$ -$ 15,756.90$ 90.00% 1,750.77$ 3.Contractor Surveys L.S. 1.00 3,322.13$ $3,322.13 1.00 3,322.13$ -$ 3,322.13$ 100.00% -$ 4.Preparation/Removal of Existing Pavements (P-101)- -$ -$ -$ -$ A) Crack Repair ≤ 1 1/2" inch L.S. 39,700.00 1.97$ $78,209.00 47,500.00 93,575.00$ -$ 93,575.00$ 119.65% (15,366.00)$ B) Pavement Marking Removal S.F. 28,650.00 0.73$ $20,914.50 29,512.50 21,544.13$ -$ 21,544.13$ 103.01% (629.63)$ 11.Asphalt Surface Treatment (P-608)S.Y.54,362 $1.53 $83,173.86 54,458.00 83,320.74$ -$ 83,320.74$ 100.18% (146.88)$ 12.Runway and Taxiway Marking (P-620)- -$ -$ -$ -$ A) Temporary Yellow Paint with Glass Beads S.F. 970 1.33$ $1,290.10 970.00 1,290.10$ -$ 1,290.10$ 100.00% -$ B) Permanent Yellow Paint with Glass Beads S.F. 970 1.33$ $1,290.10 970.00 1,290.10$ -$ 1,290.10$ 100.00% -$ C) Temporary White Paint with Glass Beads S.F. 27,600 0.73$ $20,148.00 27,600.00 20,148.00$ -$ 20,148.00$ 100.00% -$ D) Permanent White Paint with Glass Beads S.F. 27,600 $0.73 $20,148.00 27,600.00 20,148.00$ -$ 20,148.00$ 100.00% -$ Totals 250,654.35$ 263,883.34$ -$ 263,883.34$ (13,228.99)$ G Item Unit Measure Bid Item Quantity Unit Price Bid Item Value ($) Estimated Quantity Installed Value of Work Installed to Date Materials Presently Stored (not in C) Total Completed and Stored to Date (D + E) A B C D E F For (Contract):Application Number:2 Application Period:7-11-2022 to 7-15-2022 Application Date:July 16, 2022 Bid Item No.Description % (F / B) Balance to Finish (B - F) EJCDC C-620 Contractor's Application for Payment © 2010 National Society of Professional Engineers for EJCDC. 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