Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Inv# PAY APP#3 - MAN-CON, INCORPORATED - 07/31/2021 (4)
CONTINUATION SHEET Seminole Park Site Development PAGE 2 OF 5 PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 3 containing Contractor's signed Certification, is attached.PERIOD TO: 7/31/2021 Use Column I on Contracts where retainage for the items may apply.PROJECT NAME: PROJECT #: BID NO. B C D E G H I QUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGE Section Title Qty Unit Unit Price Total Cost PREVIOUS PREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNT Item No. Description Estimated Quantity Unit of Measure Unit Price Extended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATE I.GENERAL 1.01 General Requirements 1 LS $185,000.00 185,000.00 0.90 166,500.00 0.10 18,500.00 1.00 185,000.00 100.00% - 9,250.00 1.02 Mobilization and Demobilization 1 LS $35,000.00 35,000.00 0.90 31,500.00 0.10 3,500.00 1.00 35,000.00 100.00% - 1,750.00 1.03 Stormwater Pollution Prevention 1 LS $10,000.00 10,000.00 0.20 2,000.00 0.60 6,000.00 0.80 8,000.00 80.00% 2,000.00 400.00 1.04 Maintenance of Traffic 1 LS $12,500.00 12,500.00 0.20 2,500.00 0.60 7,500.00 0.80 10,000.00 80.00% 2,500.00 500.00 1.05 Permitting Allowance 1 AL $5,000.00 5,000.00 0.05 250.00 - 0.05 250.00 5.00% 4,750.00 12.50 247,500.00 202,750.00 35,500.00 238,250.00 96.26% 9,250.00 11,912.50 II.UTILITIES 2.01 12" C-900 PVC Water Main 6,800 LF 69.00 469,200.00 1,380.00 95,220.00 5,047.00 348,243.00 6,427.00 443,463.00 94.51% 25,737.00 22,173.15 2.02 12" DIP Water Main 480 LF 90.00 43,200.00 40.00 3,600.00 810.00 72,900.00 850.00 76,500.00 177.08% (33,300.00) 3,825.00 2.03 8" C-900 PVC Water Main 420 LF 56.00 23,520.00 3.00 168.00 385.00 21,560.00 388.00 21,728.00 92.38% 1,792.00 1,086.40 2.04 8" DIP Water Main 45 LF 65.00 2,925.00 0.00 - 31.00 2,015.00 31.00 2,015.00 68.89% 910.00 100.75 2.05 6" C-900 PVC Water Main 260 LF 53.00 13,780.00 12.00 636.00 57.00 3,021.00 69.00 3,657.00 26.54% 10,123.00 182.85 2.06 6" DIP Water Main 325 LF 60.00 19,500.00 36.00 2,160.00 251.00 15,060.00 287.00 17,220.00 88.31% 2,280.00 861.00 2.07 4" DIP Water Main 35 LF 66.00 2,310.00 23.00 1,518.00 6.00 396.00 29.00 1,914.00 82.86% 396.00 95.70 2.08 3" HDPE Water Main 10 LF 119.00 1,190.00 0.00 - 0.00 - - - 0.00% 1,190.00 - 2.09 2-1/2" HDPE Water Main 20 LF 71.00 1,420.00 0.00 - 0.00 - - - 0.00% 1,420.00 - 2.10 2" HDPE Water Main 300 LF 46.00 13,800.00 85.00 3,910.00 300.00 13,800.00 385.00 17,710.00 128.33% (3,910.00) 885.50 2.11 12"x12" DIP Cross 1 EA 824.00 824.00 0.00 - 1.00 824.00 1.00 824.00 100.00% - 41.20 2.12 12"x8" DIP Cross 1 EA 593.00 593.00 0.00 - 1.00 593.00 1.00 593.00 100.00% - 29.65 2.13 12"x6" DIP Cross 2 EA 524.00 1,048.00 0.00 - 0.00 - - - 0.00% 1,048.00 - 2.14 12"x12" DIP Tee 3 EA 588.00 1,764.00 1.00 588.00 1.00 588.00 2.00 1,176.00 66.67% 588.00 58.80 2.15 12"x8" DIP Tee 5 EA 485.00 2,425.00 2.00 970.00 3.00 1,455.00 5.00 2,425.00 100.00% - 121.25 2.16 12"x6" DIP Tee 42 EA 437.00 18,354.00 9.00 3,933.00 39.00 17,043.00 48.00 20,976.00 114.29% (2,622.00) 1,048.80 2.17 12"x4" DIP Tee 2 EA 433.00 866.00 1.00 433.00 2.00 866.00 3.00 1,299.00 150.00% (433.00) 64.95 2.18 8"x8" DIP Tee 2 EA 319.00 638.00 0.00 - 1.00 319.00 1.00 319.00 50.00% 319.00 15.95 2.19 8"x6" DIP Tee 2 EA 281.00 562.00 0.00 - 0.00 - - - 0.00% 562.00 - 2.20 6"x6" DIP Tee 2 EA 229.00 458.00 0.00 - 0.00 - - - 0.00% 458.00 - 2.21 12" DIP 90° Bend 1 EA 399.00 399.00 0.00 - 0.00 - - - 0.00% 399.00 - 2.22 8" DIP 90° Bend 2 EA 214.00 428.00 0.00 - 0.00 - - - 0.00% 428.00 - 2.23 6" DIP 90° Bend 37 EA 155.00 5,735.00 0.00 - 0.00 - - - 0.00% 5,735.00 - Contract Items Schedule of Values GENERAL SUBTOTAL WORK COMPLETED AIA DOCUMENT G703- Continuation Sheet for G702 8/24/2021 2 CONTINUATION SHEET Seminole Park Site Development PAGE 3 OF 5 PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 3 containing Contractor's signed Certification, is attached.PERIOD TO: 7/31/2021 Use Column I on Contracts where retainage for the items may apply.PROJECT NAME: PROJECT #: BID NO. B C D E G H I QUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGE Section Title Qty Unit Unit Price Total Cost PREVIOUS PREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNT Item No. Description Estimated Quantity Unit of Measure Unit Price Extended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATE Contract Items Schedule of Values WORK COMPLETED 2.24 12" DIP 45° Bend 81 EA 371.00 30,051.00 4.00 1,484.00 36.00 13,356.00 40.00 14,840.00 49.38% 15,211.00 742.00 2.25 8" DIP 45° Bend 2 EA 197.00 394.00 0.00 - 0.00 - - - 0.00% 394.00 - 2.26 6" DIP 45° Bend 11 EA 143.00 1,573.00 0.00 - 2.00 286.00 2.00 286.00 18.18% 1,287.00 14.30 2.27 8"x6" DIP Reducer 4 EA 157.00 628.00 0.00 - 2.00 314.00 2.00 314.00 50.00% 314.00 15.70 2.28 12" DIP Plugs and Caps 4 EA 738.00 2,952.00 0.00 - 6.00 4,428.00 6.00 4,428.00 150.00% (1,476.00) 221.40 2.29 8" DIP Plugs and Caps 1 EA 638.00 638.00 2.00 1,276.00 5.00 3,190.00 7.00 4,466.00 700.00% (3,828.00) 223.30 2.30 6" DIP Plugs and Caps 50 EA 600.00 30,000.00 6.00 3,600.00 26.00 15,600.00 32.00 19,200.00 64.00% 10,800.00 960.00 2.31 2" Plugs and Caps 22 EA 624.00 13,728.00 1.00 624.00 2.00 1,248.00 3.00 1,872.00 13.64% 11,856.00 93.60 2.32 12" DIP Gate Valve 23 EA 3,442.00 79,166.00 4.00 13,768.00 17.00 58,514.00 21.00 72,282.00 91.30% 6,884.00 3,614.10 2.33 8" DIP Gate Valve 4 EA 3,859.00 15,436.00 2.00 7,718.00 6.00 23,154.00 8.00 30,872.00 200.00% (15,436.00) 1,543.60 2.34 6" DIP Gate Valve 47 EA 3,456.00 162,432.00 9.00 31,104.00 42.00 145,152.00 51.00 176,256.00 108.51% (13,824.00) 8,812.80 2.35 4" DIP Gate Valve 2 EA 1,250.00 2,500.00 1.00 1,250.00 2.00 2,500.00 3.00 3,750.00 150.00% (1,250.00) 187.50 2.36 2-1/2" Curb Stop with Valve Box 1 EA 1,750.00 1,750.00 0.00 - 0.00 - - - 0.00% 1,750.00 - 2.37 2" Curb Stop with Valve Box 24 EA 1,400.00 33,600.00 5.00 7,000.00 17.00 23,800.00 22.00 30,800.00 91.67% 2,800.00 1,540.00 2.38 Cut-In and Connect to Existing 4" to 12" Water Main 35 EA 3,500.00 122,500.00 1.00 3,500.00 0.00 - 1.00 3,500.00 2.86% 119,000.00 175.00 2.39 Cut-In and Connect to Existing 2" to 3" Water Main 25 EA 1,583.00 39,575.00 0.00 - 0.00 - - - 0.00% 39,575.00 - 2.40 Fire Hydrant Assemblies 20 EA 3,000.00 60,000.00 3.00 9,000.00 17.00 51,000.00 20.00 60,000.00 100.00% - 3,000.00 2.41 Bacteriological Sample Points 30 EA 250.00 7,500.00 0.00 - 0.00 - - - 0.00% 7,500.00 - 2.42 1" Single, Short Water Services 16 EA 1,400.00 22,400.00 2.00 2,800.00 15.00 21,000.00 17.00 23,800.00 106.25% (1,400.00) 1,190.00 2.43 1" Single, Long Water Services 13 EA 1,400.00 18,200.00 2.00 2,800.00 9.00 12,600.00 11.00 15,400.00 84.62% 2,800.00 770.00 2.44 2" Double, Short Water Services 21 EA 2,000.00 42,000.00 1.00 2,000.00 17.00 34,000.00 18.00 36,000.00 85.71% 6,000.00 1,800.00 2.45 2" Double, Long Water Services 5 EA 2,200.00 11,000.00 1.00 2,200.00 6.00 13,200.00 7.00 15,400.00 140.00% (4,400.00) 770.00 2.46 Deflections Under Unforeseen Utility Conflicts 2 EA 20,000.00 40,000.00 3.00 60,000.00 10.00 200,000.00 13.00 260,000.00 650.00% (220,000.00) 13,000.00 2.47 Point Repairs for Sanitary Sewer Mains 10 EA 2,784.00 27,840.00 0.00 - 4.00 11,136.00 4.00 11,136.00 40.00% 16,704.00 556.80 2.48 Point Repairs for Sanitary Sewer Laterals 20 EA 1,425.00 28,500.00 0.00 - 6.00 8,550.00 6.00 8,550.00 30.00% 19,950.00 427.50 2.49 Remove Existing Water Main 200 LF 15.00 3,000.00 0.00 - - - - 0.00% 3,000.00 - 2.50 Remove Existing Fire Hydrant Assemblies 12 EA 805.00 9,660.00 0.00 - - - - 0.00% 9,660.00 - 2.51 Remove Existing Valve Nuts and Boxes 15 EA 735.00 11,025.00 0.00 - - - - 0.00% 11,025.00 - 2.52 Cut, Cap, Grout, and Abandon Existing Water Main 7,630 LF 4.00 30,520.00 0.00 - - - - 0.00% 30,520.00 - 1,473,507.00 263,260.00 1,141,711.00 1,404,971.00 43.66 68,536.00 70,248.55 UTILITIES SUBTOTAL AIA DOCUMENT G703- Continuation Sheet for G702 8/24/2021 3 CONTINUATION SHEET Seminole Park Site Development PAGE 4 OF 5 PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 3 containing Contractor's signed Certification, is attached.PERIOD TO: 7/31/2021 Use Column I on Contracts where retainage for the items may apply.PROJECT NAME: PROJECT #: BID NO. B C D E G H I QUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGE Section Title Qty Unit Unit Price Total Cost PREVIOUS PREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNT Item No. Description Estimated Quantity Unit of Measure Unit Price Extended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATE Contract Items Schedule of Values WORK COMPLETED III.ROADWAY 3.01 1" Type SP-9.5 Asphalt Milling and Resurfacing 10,875 SY 11.00 119,625.00 0.00 - - - - 0.00% 119,625.00 - 3.02 4" Thick Sidewalk 133 SY 54.00 7,182.00 0.00 - - - - 0.00% 7,182.00 - 3.03 Asphalt Driveway Restoration 34 SY 77.00 2,618.00 0.00 - - - - 0.00% 2,618.00 - 3.04 Concrete Driveway Restoration 10 SY 167.00 1,670.00 0.00 - - - - 0.00% 1,670.00 - 3.05 Type F Curb and Gutter Replacement 38 LF 60.00 2,280.00 0.00 - - - - 0.00% 2,280.00 - 3.06 Asphalt Speed Tables 2 EA 4,013.00 8,026.00 0.00 - - - - 0.00% 8,026.00 - 3.07 Remove and Replace Bollards 7 EA 901.00 6,307.00 0.00 - - - - 0.00% 6,307.00 - 3.08 Solid Traffic Stripe (24" White) - Thermoplastic 454 LF 10.00 4,540.00 0.00 - - - - 0.00% 4,540.00 - 3.09 Solid Traffic Stripe (12" White) - Thermoplastic 246 LF 2.75 676.50 0.00 - - - - 0.00% 676.50 - 3.10 Solid Traffic Stripe (6" Double Yellow) - Thermoplastic 1,500 LF 2.75 4,125.00 0.00 - - - - 0.00% 4,125.00 - 3.11 Solid Traffic Stripe (6" White) - Thermoplastic 65 LF 1.50 97.50 0.00 - - - - 0.00% 97.50 - 3.12 Solid White Arrow - Thermoplastic 1 EA 95.00 95.00 0.00 - - - - 0.00% 95.00 - 3.13 Retro-Reflective Pavement Markers 132 EA 6.50 858.00 0.00 - - - - 0.00% 858.00 - 3.14 Single Post with Signs and Plaques (up to 12 SF total)3 EA 3,500.00 10,500.00 0.00 - - - - 0.00% 10,500.00 - 3.15 Brick Paver Crosswalks and Speed Tables 93 SY 209.25 19,460.00 0.00 - - - - 0.00% 19,460.00 - 3.16 Removal of Existing Pavement Markings and Signage 1 LS 35,085.00 35,085.00 0.00 - - - - 0.00% 35,085.00 - 3.17 Landscape Removal 1 LS 23,080.00 23,080.00 0.00 - - - - 0.00% 23,080.00 - 246,225.00 - - - - - - 246,225.00 - TOTAL COST 1,967,232.00 466,010.00 1,177,211.00 1,643,221.00 324,011.00 82,161.05 ROADWAY SUBTOTAL AIA DOCUMENT G703- Continuation Sheet for G702 8/24/2021 4 CONTINUATION SHEET Seminole Park Site Development PAGE 5 OF 5 PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 3 containing Contractor's signed Certification, is attached.PERIOD TO: 7/31/2021 Use Column I on Contracts where retainage for the items may apply.PROJECT NAME: PROJECT #: BID NO. B C D E G H I QUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGE Section Title Qty Unit Unit Price Total Cost PREVIOUS PREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNT Item No. Description Estimated Quantity Unit of Measure Unit Price Extended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATE Contract Items Schedule of Values WORK COMPLETED CONTINGENCY 1 Replace Cut In 12" x 12" Tees with 12" x 12" Tapping Sleeves and Valves 1 LS 11,532.70 11,532.70 0.50 5,766.35 - 0.50 5,766.35 50.00% 5,766.35 288.32 2 F&I (4) Project Signs 1 LS 4,404.55 4,404.55 1.00 4,404.55 - 1.00 4,404.55 100.00% - 220.23 3 F&I Casing Pipe 1 LS 6,922.50 6,922.50 1.00 6,922.50 - 1.00 6,922.50 100.00% - 346.13 4 F&I Corporation, Relocate Valve Box Outside of The Road 1 LS 10,175.00 10,175.00 0.50 5,087.50 0.50 5,087.50 1.00 10,175.00 100.00% - 508.75 5 F&I Corporation, Relocate Valve Box Outside of The Road - Short 1 LS 13,875.00 13,875.00 - 1.00 13,875.00 1.00 13,875.00 100.00% - 693.75 6 Storm Drain Repair 1 LS 15,774.16 15,774.16 - 1.00 15,774.16 1.00 15,774.16 100.00% - 788.71 196,723.20 22,180.90 34,736.66 56,917.56 28.93% 139,805.64 2,845.88 TOTAL COST AND CONTINGENCY 2,163,955.20 488,190.90 1,211,947.66 1,700,138.56 78.57%463,816.64 85,006.93 TOTAL CONTINGENCY AIA DOCUMENT G703- Continuation Sheet for G702 8/24/2021 5