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HomeMy WebLinkAboutInv# APP#5 - MAN-CON, INCORPORATED - 09/01/2021APPLICATION AND CERTIFICATE FOR PAYMENTAIA DOCUMENT G702 TO OWNER:PROJECT:Southeast 2nd Ave and Southeast 7th Street Water Main Replacement MAIL:City of Dania Beach Finance Department City of Dania Beach Public ServicesAttn: Accounts Payable Attn: Fernando Rodriquez100 West Dania Beach Blvd. 1201 Stirling RoadDania Beach, Florida 33004 Dania Beach, FL 33004EMAIL: ap@daniabeachfl.govAPPLICATION NO.: 5 Distribution to:PERIOD FROM: 9/1/2021 OWNERFROM: MAN-CON, INCORPORATED PERIOD TO: 9/30/2021E.O.R3460 SW 11 STREET PROJECT # : 20-006 CONTRACTOR Man-Con, Inc.DEERFIELD BEACH, FL 33442CONTRACT DATE: 3/29/2021954-432-0230PO NO.CONTRACTOR'S APPLICATION FOR PAYMENTThe undersigned Contractor certifies that to the best of the Contractor's knowledge, infor-Application is made for payment, as shown below, in connection with the Contract.mation and belief the Work covered by this Application for Payment has been completedContinuation Sheet, AIA Document G703, is attached.in accordance with the Contract Documents, that all amounts have been paid by theContractor for Work for which previous Certificates for Payment were issued and pay-1. ORIGINAL CONTRACT SUM2,163,955.20 ments received from the Owner, and that current payment shown herein is now due.2. Net change by Change OrdersCONTRACTOR:3. CONTRACT SUM TO DATE (Line 1 + 2)2,163,955.20 By:Date:10/1/2021Anthony Mancini, Vice-President4.TOTAL COMPLETED & STORED TO DATE1,744,708.51 State of: Florida(Column G on G703)County of:BrowardSubscribed and sworn to before5. RETAINAGE:me thisday of2021a. 5% of Completed Work87,235.43 (Columns D + E on G703)Notary Public:b. 10% of Stored MaterialMy Commission Expires:(Column F on G703) Total Retainage (Line 5a + 5b orENGINEER'S CERTIFICATE FOR PAYMENT Total in Column I of G703)87,235.43 In accordance with the Contract Documents, based on on-site observations and the data6.TOTAL EARNED LESS RETAINAGE:1,657,473.08 comprising this application, the Engineer certifies to the Owner that to the best of the(Line 4 less Line 5 Total)Engineer's knowledge, information and belief the Work has progressed as indicated, thequality of the Work is in accordance with the Contract Documents and the Contractor7.LESS PREVIOUS CERTIFICATES FOR PAYMENTis entitled to payment of the AMOUNT CERTIFIED.(Line 6 from prior Certificate)1,646,787.53 AMOUNT CERTIFIED$10,685.558. CURRENT PAYMENT DUE10,685.55 (Attach explanation if amount certified differs from the amount applied for. Initialall figures on this Application and on Continuation Sheet that are changed to9. BALANCE TO FINISH, INCLUDING RETAINAGEconform to the amount certified.)(Line 3 less Line 6)506,482.12 ARCHITECT/ENGINEER:By: Date:CHANGE ORDER SUMMARYADDITIONSDEDUCTIONSTotal changes approved inProject Manager:previous months by OwnerBy:Date:Total approved this MonthThis Certificate is not negotiable. THE AMOUNT CERTIFIED is payable only to the Con-TOTALS - - tractor named herein. Issuance, payment and acceptance of payment are withoutNET CHANGES by Change Order- prejudice to any rights of the Owner or Contractor under this Contract.G702-19928/21/221st October CONTINUATION SHEETSeminole Park Site DevelopmentPAGE 2 OF 5 PAGESAIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 5containing Contractor's signed Certification, is attached.PERIOD TO: 9/30/2021Use Column I on Contracts where retainage for the items may apply.PROJECT NAME:PROJECT #:BID NO. BCDEG HIQUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGESection Title Qty Unit Unit Price Total Cost PREVIOUSPREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNTItem No. DescriptionEstimated QuantityUnit of Measure Unit PriceExtended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATEI.GENERAL 1.01General Requirements1LS$185,000.00 185,000.00 1.00 185,000.00 - 1.00 185,000.00 100.00% - 9,250.00 1.02Mobilization and Demobilization1LS$35,000.00 35,000.00 1.00 35,000.00 - 1.00 35,000.00 100.00% - 1,750.00 1.03Stormwater Pollution Prevention1LS$10,000.00 10,000.00 0.90 9,000.00 0.10 1,000.00 1.00 10,000.00 100.00% - 500.00 1.04Maintenance of Traffic1LS$12,500.00 12,500.00 0.90 11,250.00 - 0.90 11,250.00 90.00% 1,250.00 562.50 1.05Permitting Allowance1AL$5,000.00 5,000.00 0.05 250.00 - 0.05 250.00 5.00% 4,750.00 12.50 247,500.00 240,500.00 1,000.00 241,500.00 97.58% 6,000.00 12,075.00 II.UTILITIES2.0112" C-900 PVC Water Main6,800LF69.00 469,200.00 6,427.00 443,463.00 - 6,427.00 443,463.00 94.51% 25,737.00 22,173.15 2.0212" DIP Water Main480LF90.00 43,200.00 850.00 76,500.00 - 850.00 76,500.00 177.08% (33,300.00) 3,825.00 2.038" C-900 PVC Water Main420LF56.00 23,520.00 388.00 21,728.00 8.00 448.00 396.00 22,176.00 94.29% 1,344.00 1,108.80 2.048" DIP Water Main45LF65.00 2,925.00 31.00 2,015.00 - 31.00 2,015.00 68.89% 910.00 100.75 2.056" C-900 PVC Water Main260LF53.00 13,780.00 69.00 3,657.00 - 69.00 3,657.00 26.54% 10,123.00 182.85 2.066" DIP Water Main325LF60.00 19,500.00 287.00 17,220.00 6.00 360.00 293.00 17,580.00 90.15% 1,920.00 879.00 2.074" DIP Water Main35LF66.00 2,310.00 29.00 1,914.00 - 29.00 1,914.00 82.86% 396.00 95.70 2.083" HDPE Water Main10LF119.00 1,190.00 0.00 - - - - 0.00% 1,190.00 - 2.092-1/2" HDPE Water Main20LF71.00 1,420.00 0.00 - - - - 0.00% 1,420.00 - 2.102" HDPE Water Main300LF46.00 13,800.00 385.00 17,710.00 - 385.00 17,710.00 128.33% (3,910.00) 885.50 2.1112"x12" DIP Cross1EA824.00 824.00 1.00 824.00 - 1.00 824.00 100.00% - 41.20 2.1212"x8" DIP Cross1EA593.00 593.00 1.00 593.00 - 1.00 593.00 100.00% - 29.65 2.1312"x6" DIP Cross2EA524.00 1,048.00 0.00 - - - - 0.00% 1,048.00 - 2.1412"x12" DIP Tee3EA588.00 1,764.00 2.00 1,176.00 - 2.00 1,176.00 66.67% 588.00 58.80 2.1512"x8" DIP Tee5EA485.00 2,425.00 5.00 2,425.00 - 5.00 2,425.00 100.00% - 121.25 2.1612"x6" DIP Tee42EA437.00 18,354.00 48.00 20,976.00 - 48.00 20,976.00 114.29% (2,622.00) 1,048.80 2.1712"x4" DIP Tee2EA433.00 866.00 3.00 1,299.00 - 3.00 1,299.00 150.00% (433.00) 64.95 2.188"x8" DIP Tee2EA319.00 638.00 1.00 319.00 - 1.00 319.00 50.00% 319.00 15.95 2.198"x6" DIP Tee2EA281.00 562.00 0.00 - - - - 0.00% 562.00 - 2.206"x6" DIP Tee2EA229.00 458.00 0.00 - - - - 0.00% 458.00 - 2.2112" DIP 90° Bend1EA399.00 399.00 0.00 - - - - 0.00% 399.00 - 2.228" DIP 90° Bend2EA214.00 428.00 0.00 - - - - 0.00% 428.00 - 2.236" DIP 90° Bend37EA155.00 5,735.00 0.00 - - - - 0.00% 5,735.00 - Contract Items Schedule of ValuesGENERAL SUBTOTALWORK COMPLETEDAIA DOCUMENT G703- Continuation Sheet for G7022 CONTINUATION SHEETSeminole Park Site DevelopmentPAGE 3 OF 5 PAGESAIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 5containing Contractor's signed Certification, is attached.PERIOD TO: 9/30/2021Use Column I on Contracts where retainage for the items may apply.PROJECT NAME:PROJECT #:BID NO. BCDEG HIQUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGESection Title Qty Unit Unit Price Total Cost PREVIOUSPREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNTItem No. DescriptionEstimated QuantityUnit of Measure Unit PriceExtended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATEContract Items Schedule of ValuesWORK COMPLETED2.2412" DIP 45° Bend81EA371.00 30,051.00 40.00 14,840.00 - 40.00 14,840.00 49.38% 15,211.00 742.00 2.258" DIP 45° Bend2EA197.00 394.00 0.00 - - - - 0.00% 394.00 - 2.266" DIP 45° Bend11EA143.00 1,573.00 2.00 286.00 2.00 286.00 4.00 572.00 36.36% 1,001.00 28.60 2.278"x6" DIP Reducer4EA157.00 628.00 2.00 314.00 1.00 157.00 3.00 471.00 75.00% 157.00 23.55 2.2812" DIP Plugs and Caps4EA738.00 2,952.00 6.00 4,428.00 - 6.00 4,428.00 150.00% (1,476.00) 221.40 2.298" DIP Plugs and Caps1EA638.00 638.00 7.00 4,466.00 - 7.00 4,466.00 700.00% (3,828.00) 223.30 2.306" DIP Plugs and Caps50EA600.00 30,000.00 32.00 19,200.00 1.00 600.00 33.00 19,800.00 66.00% 10,200.00 990.00 2.312" Plugs and Caps22EA624.00 13,728.00 3.00 1,872.00 - 3.00 1,872.00 13.64% 11,856.00 93.60 2.3212" DIP Gate Valve23EA3,442.00 79,166.00 21.00 72,282.00 - 21.00 72,282.00 91.30% 6,884.00 3,614.10 2.338" DIP Gate Valve4EA3,859.00 15,436.00 8.00 30,872.00 - 8.00 30,872.00 200.00% (15,436.00) 1,543.60 2.346" DIP Gate Valve47EA3,456.00 162,432.00 51.00 176,256.00 - 51.00 176,256.00 108.51% (13,824.00) 8,812.80 2.354" DIP Gate Valve2EA1,250.00 2,500.00 3.00 3,750.00 - 3.00 3,750.00 150.00% (1,250.00) 187.50 2.362-1/2" Curb Stop with Valve Box1EA1,750.00 1,750.00 0.00 - - - - 0.00% 1,750.00 - 2.372" Curb Stop with Valve Box24EA1,400.00 33,600.00 22.00 30,800.00 - 22.00 30,800.00 91.67% 2,800.00 1,540.00 2.38Cut-In and Connect to Existing 4" to 12" Water Main35EA3,500.00 122,500.00 1.00 3,500.00 1.00 3,500.00 2.00 7,000.00 5.71% 115,500.00 350.00 2.39Cut-In and Connect to Existing 2" to 3" Water Main25EA1,583.00 39,575.00 0.00 - - - - 0.00% 39,575.00 - 2.40Fire Hydrant Assemblies20EA3,000.00 60,000.00 20.00 60,000.00 - 20.00 60,000.00 100.00% - 3,000.00 2.41Bacteriological Sample Points30EA250.00 7,500.00 28.00 7,000.00 - 28.00 7,000.00 93.33% 500.00 350.00 2.421" Single, Short Water Services16EA1,400.00 22,400.00 17.00 23,800.00 - 17.00 23,800.00 106.25% (1,400.00) 1,190.00 2.431" Single, Long Water Services13EA1,400.00 18,200.00 11.00 15,400.00 - 11.00 15,400.00 84.62% 2,800.00 770.00 2.442" Double, Short Water Services21EA2,000.00 42,000.00 18.00 36,000.00 - 18.00 36,000.00 85.71% 6,000.00 1,800.00 2.452" Double, Long Water Services5EA2,200.00 11,000.00 7.00 15,400.00 - 7.00 15,400.00 140.00% (4,400.00) 770.00 2.46Deflections Under Unforeseen Utility Conflicts2EA20,000.00 40,000.00 13.00 260,000.00 - 13.00 260,000.00 650.00% (220,000.00) 13,000.00 2.47Point Repairs for Sanitary Sewer Mains10EA2,784.00 27,840.00 4.00 11,136.00 - 4.00 11,136.00 40.00% 16,704.00 556.80 2.48Point Repairs for Sanitary Sewer Laterals20EA1,425.00 28,500.00 6.00 8,550.00 - 6.00 8,550.00 30.00% 19,950.00 427.50 2.49Remove Existing Water Main200LF15.00 3,000.00 0.00 - - - - 0.00% 3,000.00 - 2.50Remove Existing Fire Hydrant Assemblies12EA805.00 9,660.00 0.00 - - - - 0.00% 9,660.00 - 2.51Remove Existing Valve Nuts and Boxes15EA735.00 11,025.00 0.00 - - - - 0.00% 11,025.00 - 2.52Cut, Cap, Grout, and Abandon Existing Water Main7,630LF4.00 30,520.00 0.00 - - - - 0.00% 30,520.00 - 1,473,507.00 1,411,971.00 5,351.00 1,417,322.00 45.11 56,185.00 70,866.10 UTILITIES SUBTOTAL AIA DOCUMENT G703- Continuation Sheet for G7023 CONTINUATION SHEETSeminole Park Site DevelopmentPAGE 4 OF 5 PAGESAIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 5containing Contractor's signed Certification, is attached.PERIOD TO: 9/30/2021Use Column I on Contracts where retainage for the items may apply.PROJECT NAME:PROJECT #:BID NO. BCDEG HIQUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGESection Title Qty Unit Unit Price Total Cost PREVIOUSPREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNTItem No. DescriptionEstimated QuantityUnit of Measure Unit PriceExtended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATEContract Items Schedule of ValuesWORK COMPLETEDIII.ROADWAY3.011" Type SP-9.5 Asphalt Milling and Resurfacing10,875SY11.00 119,625.00 0.00 - - - - 0.00% 119,625.00 - 3.024" Thick Sidewalk133SY54.00 7,182.00 6.00 324.00 - 6.00 324.00 4.51% 6,858.00 16.20 3.03Asphalt Driveway Restoration34SY77.00 2,618.00 0.00 - - - - 0.00% 2,618.00 - 3.04Concrete Driveway Restoration10SY167.00 1,670.00 4.00 668.00 - 4.00 668.00 40.00% 1,002.00 33.40 3.05Type F Curb and Gutter Replacement38LF60.00 2,280.00 0.00 - - - - 0.00% 2,280.00 - 3.06Asphalt Speed Tables2EA4,013.00 8,026.00 0.00 - - - - 0.00% 8,026.00 - 3.07Remove and Replace Bollards7EA901.00 6,307.00 0.00 - - - - 0.00% 6,307.00 - 3.08Solid Traffic Stripe (24" White) - Thermoplastic454LF10.00 4,540.00 0.00 - - - - 0.00% 4,540.00 - 3.09Solid Traffic Stripe (12" White) - Thermoplastic246LF2.75 676.50 0.00 - - - - 0.00% 676.50 - 3.10Solid Traffic Stripe (6" Double Yellow) - Thermoplastic1,500LF2.75 4,125.00 0.00 - - - - 0.00% 4,125.00 - 3.11Solid Traffic Stripe (6" White) - Thermoplastic65LF1.50 97.50 0.00 - - - - 0.00% 97.50 - 3.12Solid White Arrow - Thermoplastic1EA95.00 95.00 0.00 - - - - 0.00% 95.00 - 3.13Retro-Reflective Pavement Markers132EA6.50 858.00 0.00 - - - - 0.00% 858.00 - 3.14Single Post with Signs and Plaques (up to 12 SF total)3EA3,500.00 10,500.00 0.00 - - - - 0.00% 10,500.00 - 3.15Brick Paver Crosswalks and Speed Tables93SY209.25 19,460.00 0.00 - - - - 0.00% 19,460.00 - 3.16Removal of Existing Pavement Markings and Signage1LS35,085.00 35,085.00 0.00 - - - - 0.00% 35,085.00 - 3.17Landscape Removal1LS23,080.00 23,080.00 1.00 23,080.00 - 1.00 23,080.00 100.00% - 1,154.00 246,225.00 11.00 24,072.00 - 11.00 24,072.00 1.45 222,153.00 1,203.60 TOTAL COST 1,967,232.00 1,676,543.00 6,351.00 1,682,894.00 284,338.00 84,144.70 ROADWAY SUBTOTAL AIA DOCUMENT G703- Continuation Sheet for G7024 CONTINUATION SHEETSeminole Park Site DevelopmentPAGE 5 OF 5 PAGESAIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT,APPLICATION No.: 5containing Contractor's signed Certification, is attached.PERIOD TO: 9/30/2021Use Column I on Contracts where retainage for the items may apply.PROJECT NAME:PROJECT #:BID NO. BCDEG HIQUANTITY $ AMOUNT QUANTITY $ AMOUNT TOTAL TOTAL COMPLETED COMPLETED COMPLETED COMPLETED QUANTITY $ AMOUNT % BALANCE RETAINAGESection Title Qty Unit Unit Price Total Cost PREVIOUSPREVIOUS THIS THIS COMPLETED COMPLETED COMPLETED TO FINISH AMOUNTItem No. DescriptionEstimated QuantityUnit of Measure Unit PriceExtended Price PERIOD PERIOD PERIOD PERIOD TO DATE TO DATEContract Items Schedule of ValuesWORK COMPLETEDCONTINGENCY1Replace Cut In 12" x 12" Tees with 12" x 12" Tapping Sleeves and Valves1 LS 11,532.70 11,532.70 0.505,766.35 - 0.50 5,766.35 50.00% 5,766.35 288.32 2F&I (4) Project Signs1 LS 4,404.55 4,404.55 1.004,404.55 - 1.00 4,404.55 100.00% - 220.23 3F&I Casing Pipe1 LS 6,922.50 6,922.50 1.006,922.50 - 1.00 6,922.50 100.00% - 346.13 4F&I Corporation, Relocate Valve Box Outside of The Road1 LS 10,175.00 10,175.00 1.0010,175.00 - 1.00 10,175.00 100.00% - 508.75 5F&I Corporation, Relocate Valve Box Outside of The Road - Short1 LS 13,875.00 13,875.00 1.0013,875.00 - 1.00 13,875.00 100.00% - 693.75 6Storm Drain Repair1 LS 15,774.16 15,774.16 1.0015,774.16 - 1.00 15,774.16 100.00% - 788.71 7Connection No. 651 LS 4,896.95 4,896.95 - 1.00 4,896.95 1.00 4,896.95 100.00% - 244.85 196,723.20 56,917.56 4,896.95 61,814.51 31.42% 134,908.69 3,090.73 TOTAL COST AND CONTINGENCY 2,163,955.20 1,733,460.56 11,247.95 1,744,708.51 80.63%419,246.69 87,235.43 TOTAL CONTINGENCYAIA DOCUMENT G703- Continuation Sheet for G7025