Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ITEM 3.4 (B) Pay Estimate #15 RL Larson Excavating
(P F Otsezo MINN55OTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner November 9, 2020 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty 3.4 (B) STRATEGIC VISION MEETS: I THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends City Council approval of Pay Estimate #15 (Final) to RL Larson Excavating, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: All street and utility improvement have been completed on the 85th Street and Maciver Avenue Improvement project. All vegetation has been established and remaining erosion control has been removed. The project is now complete. Pay Estimate #15 (Final) is for $55,970.46. The total work completed to date is $5,581,206.15. The total contract amount of the project is $5,520,436.97 which included 5 change orders, including: for removal of approximately 3,700 feet of trunk watermain and sanitary forcemain from the project and additional quantities and items for subgrade correction and excavation. SUPPORTING DOCUMENTS ATTACHED: • Pay Estimate #15 (Final) POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: Motion to approve Pay Estimate #15 (Final) in the amount of $55,970.46 to RL Larson Excavating, Inc. for work completed on the 85th Street and Maciver Avenue Improvement Project. BUDGET INFORMATION FUNDING: BUDGETED: 403-Municipal State Aid for Construction Yes 408-Otsego Creek Trunk Storm Water 601-Water Utility 602-Sanitary Sewer Utility FINAL PAYMENT (PAY ESTIMATE #15) CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17-03 S.A.P. 217-102-009 and S.A.P. 217-113-001 July 7, 2020 Honorable Mayor & City Council City of Otsego 13400 90th Street Otsego, MN 55330 RE: 85th Street and Maciver Avenue Improvement Project, Improvement Project 17-03 SAP 217-102-009 and 217-113-001 Contractor: RL Larson Excavating, Inc. Contract Amount: $5,199,858.37 Award Date: June 10, 2018 Completion Date: August 15, 2019 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by RL Larson Excavating, Inc. ITEM NO. G SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2021.501 Mobilization 0.81 LS $185,000.00 $ 149,850.00 0.81 $ 14%850.00 2 2101.505 Clearing 7.14 ACRE $3,675.00 $ 26,239.50 7.98 $ 29,326.50 3 2101.505 Grubbing 7.14 ACRE $3.400.00 $ 24,276.00 7.98 $ 27,132.00 4 2104.502 Remove Concrete Structure 5 EACH $250.00 $ 1,250.00 5 $ 1,250.00 5 2104.502 Remove Sign 6 EACH $40.00 $ 240.00 6 $ 240.00 6 2104.502 Salvage Casting 5 EACH $100.00 $ 500.00 4 $ 400.00 7 2104.502 Salvage Sign 4 EACH $40.00 $ 160.00 4 $ 160.00 8 2104.503 Remove Curb & Gutter 1983 LF $2.00 $ 3,966.00 2,153 $ 4,306.00 9 2104.503 Remove Fence 2840 LF $1.50 $ 4,260.00 6,215 $ 9,322.50 10 2104.503 Remove Pipe Culverts 432 LF $7.00 $ 3,024.00 304 $ 2,128.00 11 2104.503 Remove Pipe Drain 880 LF $6.00 $ 5,280.00 1,260 $ 7,560.00 12 2104.503 Sa%Mng Bit Pavement (Full Depth) 292 LF $2.00 $ 584.00 267 $ 534.00 13 2104.504 Remove Bituminous Pavement 765 BY $4.50 $ 3,442.50 770 $ 3,465.00 14 2105.507 Common Borrow (LV) 1000 CY $4.00 $ 4,000.00 1,250 $ 5,000.00 15 2105.507 Common Excavation (EV) 130838 CY $4.00 $ 523,352.00 131,664 $ 526,656.00 16 2105.507 Subgrade Excavation (EV) 6724 CY $2.35 $ 15,801.40 7,144 $ 16,768.40 17 2105.607 Haul & Dispose Excess Material (LV) 6289 CY $2.50 $ 15,722.50 6,289.00 $ 15,722.50 18 2105.607 Salvaged Topsoil From Stockpile (LV) 34653 CY $3.90 $ 135,146.70 35,733 $ 139,358.70 19 2211.509 Aggregate Base Class 3 or 4 47178 TON $8.00 $ 377,424.00 47,178 $ 377,424.00 20 2211.509 Aggregate Base Class 5 Mod 32761 TON $12.60 $ 412,788.60 31,163.9 $ 392,665A4 21 2215.504 Full Depth Reclamation 6967 BY $2.00 $ 13,934.00 7,723 $ 15.446.00 22 2221.509 Shoulder Base Aggregate Class 2 69 TON $35.00 $ 2,415.00 55.59 $ 1,945.65 23 2232.504 Mill Bituminous Surface (2.0") 42 SY $30.45 $ 1,278.90 42 $ 1,278.90 24 2357.506 Bituminous Material For Tack Coat 2914 GAL $2.10 $ 6,119.40 3,160.0 $ 6,636.00 25 2360.509 Type SP 12.5 Non Wear Course Mixture (3,C) 8195 TON $65.00 $ 532,675.00 7,703.76 $ 500,744.40 26 2360.509 Type SP 12.5 Wearing Course Mixture (2,B) (Trail) 2128 TON $74.00 $ 157.472.00 2,638.7 $ 195,266.02 27 2360.509 Type SP 9.5 Wearing Course Mixture (3,C) 6556 TON $74.00 $ 485,144.00 6,533.15 $ 483,453A0 28 2502.502 4" Precast Concrete Headwall 4 EACH $400.00 $ 1,600.00 $ - 29 2502.503 4" Perf PVC Pipe Drain 3028 LF $6.00 $ 18,168.00 2,070 $ 12,420.00 30 2502.503 8" PVC Pipe Drain 400 LF $15.00 $ 6,000.00 553 $ 8,295.00 31 2521.518 4" Concrete Walk 15744 SF $3.50 $ 55,104.00 13,122 $ 45,927.00 32 2531.503 Concrete Curb & Gutter Design B418 34971 LF $11.60 $ 405,663.60 26.711 $ 309,847,60 33 2531.503 Concrete Curb & Gutter Design Sumnountable 628 LF $14.45 $ 9,074.60 631 $ 9,117.95 34 2531.504 6" Concrete Driveway Pavement 677 BY $56.00 $ 37,912.00 916.5 $ 51,324.00 35 2531.618 Truncated Domes 120 SF $59.00 $ 7,080.00 234 $ 13,806.00 36 2540.602 Salvage & Install Mail Box Support 6 EACH $200.00 $ 1,200.00 5 $ 1,000.00 37 2557.603 Barbed Wire Fence 950 LF $6.00 $ 5,700.00 $ - 38 2563.601 Traffic Control 2 LS $6.450.00 $ 12,900.00 2.00 $ 12,900.00 S:\MunlcipallA0TSEG0\396\PAY ESTIMATES\OT396 PE.x1sx PE - 1 FINAL PAYMENT (PAY ESTIMATE #15) CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17-03 S.A.P.217-102-009 and S.A.P. 217-113-001 M..A i.. "A" _ S!reets /nnntin„ed ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 39 2564.518 Sign Panels, Type C 472 SF $47.25 $ 22,302.00 495.5 $ 23,412.38 40 2573.501 Stabilized Construction Exit 1 LS $9,000.00 $ 9,000.00 1 $ 9,000.00 41 2573.502 Storm Drain Inlet Protection 96 EACH $125.00 $ 12,000.00 81 $ 10,125.00 42 2573.503 Sediment Control Log Type Straw 145 LF $3.15 $ 456.75 340 $ 1,071.00 43 2573.503 Silt Fence, Type MS 25392 LF $1.68 $ 42,658.66 21,462 $ 36,056.16 44 2574.508 Fertilizer Type 1 1726 LB $0.68 $ 1,173.68 1,600 $ 1,088.00 45 2575.504 Erosion Control Blanket - Category 3 189.00 Sy $2.10 $ 396.90 16,119 $ 33,849.90 46 2575.505 Seeding 14.4 ACRE $265.00 $ 3,816.00 18.6 $ 4,929.00 47 2575.508 Seeding Mixture -25-141 751 LB $4.46 $ 3,349.46 1,070 $ 4,772.20 48 2575.508 Seeding Mixture -25-151 204 LB $5.25 $ 1,071.00 100 $ 525.00 49 2575.509 Mulch Material Type 1 29 TON $280.00 $ 8,120.00 32.3 $ 9,044.00 50 2580.501 Interim Pavement Marking 1 LS $0.01 $ 0.01 $ - 51 2582.503 4" Solid Line White - Paint 26179 LF $0.09 $ 2,356.11 25,800 $ 2,322.00 52 2582.503 4" Solid Line Yellow- Paint 3220 LF $0.09 $ 289.80 3,261 $ 293.49 53 2582.503 6" Solid Line White - Paint 253 LF $1.58 $ 399.74 254 $ 401.32 54 2582.503 12" Stop Line White - Paint 125 LF $3.80 $ 475.00 40 $ 152.00 55 2582.503 24" Solid Line Yellow- Paint 537 LF $4.00 $ 2,148.00 781 $ 3,124.00 56 2582.503 8" Dotted Line White - Paint 196 LF $3.15 $ 617.40 90 $ 283.50 57 2582.503 4" Double Solid Line Yellow- Paint 15543 LF $0.17 $ 2,642.31 14,218 $ 2,417,06 58 2582.518 3'x6' Crosswalk Blocks White - Paint 144 SF $4,00 $ 576.00 360 $ 1,440.00 59 2582.518 Pavement Message Paint 652 SF $5.80 $ 3,781.60 433 $ 2.511.40 Total Bid Schedule "A" $ 3,684,378.02 $ 3,525,613.77 ITEM NO. - SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 60 2501.502 18" GS Pipe Apron 1 EACH $300.00 $ 300.00 1 $ 300.00 61 2501.502 24" GS Pipe Apron 2 EACH $500.00 $ 1,000.00 2 $ 1,000.00 62 2501.502 12" RC Pipe Apron 2 EACH $700.00 $ 1,400.00 4 $ 2,800.00 63 2501.502 15" RC Pipe Apron 6 EACH $700.00 $ 4,200.00 4 $ 2,800.00 64 2501.502 18" RC Pipe Apron 3 EACH $800.00 $ 2,400.00 4 $ 3,200.00 65 2501.502 21" RC Pipe Apron 3 EACH $850.00 $ 2,550.00 3 $ 2,550.00 66 2501.502 24" RC Pipe Apron 4 EACH $900.00 $ 3,600.00 6 $ 5,400.00 67 2501.502 27" RC Pipe Apron 2 EACH $1,000.00 $ 2,000.00 2 $ 2,000.00 68 2501.502 36" RC Pipe Apron 3 EACH $1,500.00 $ 4,500.00 3 $ 4,500.00 69 2501.502 72" RC Pipe Apron 2 EACH $3,200.00 $ 6,400.00 2 $ 6,400.00 70 2501.503 15" RC Pipe Culvert Design 3006 CL III 48 LF $45.00 $ 2,160.00 48 $ 2.160.00 71 2501.503 36" RC Pipe Culvert Design 3006 CL III 138 LF $100.00 $ 13,800.00 120 $ 12,000.00 72 2501.503 72" RC Pipe Culvert Design 3006 CL III 138 LF $320.00 $ 44,160.00 128 $ 40,960.00 73 2501.603 Outlet Structure 31 LF $665.00 $ 20,748.00 31.00 $ 20,615.00 74 2503.503 12" RC Pipe Sewer Design 3006 CL V 88 LF $36.50 $ 3,212.00 88 $ 3,212.00 75 2503.503 15" RC Pipe Sewer Design 3006 CL V 5059 LF $41.30 $ 208,936.70 5,104 $ 210,795.20 76 2503.503 18" RC Pipe Sewer Design 3006 CL V 1661 LF $44.30 $ 73,582,30 2,226 $ 98,611.80 77 2503.503 21" RC Pipe Sewer Design 3006 CL III 1802 LF $48.00 $ 86,496.00 1,868 $ 89,664.00 78 2503.603 24" RC Pipe Sewer Design 3006 CL III 869 LF $59.00 $ 51,271.00 869 $ 51,271.00 79 2503.503 27" RC Pipe Sewer Design 3006 CL III 1837 LF $69.50 $ 127,671.50 1,149 $ 79,855.50 80 2503.503 30" RC Pipe Sewer Design 3006 CL III 292 LF $78.30 $ 22,863.60 339 $ 26,543.70 81 2503,503 36" RC Pipe Sewer Design 3006 CL 111 114 LF $105.00 $ 11,970.00 239 $ 25,095.00 82 2503.503 44" Span RC Pipe -Arch Sewer CL 111 65 LF $155.00 $ 10,075.00 65 $ 10,075.00 83 2503.503 18" CP Pipe Sewer 766 LF $35.50 $ 27,193.00 766 $ 27,193.00 84 2503.503 24" CP Pipe Sewer 2057 LF $64.00 $ 131,648.00 2,057 $ 131,648.00 SAMunlcipaKAOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE-2 FINAL PAYMENT (PAY ESTIMATE #15) CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17.03 S.A.P.217-102-009 and S.A.P. 217-113-001 ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 85 2503,503 27" CP Pipe Sewer 1052 LF $54.00 $ 56,808.00 1,052 $ 56,808.00 86 2503.503 36" CP Pipe Sewer 1770 LF $66.50 $ 117,705.00 1,760 $ 117,040.00 87 2506.503 Construct Drainage Structure Design 2'x3' 121 LF $500.00 $ 60,500.00 125.50 $ 62,750.00 88 2506.503 Construct Drainage Structure Design 48-4020 322 LF $425.00 $ 136,722.50 325.00 $ 138,125.00 89 2506.503 Construct Drainage Structure Design 60-4020 91 LF $565.00 $ 51,471,50 91.00 $ 51,415.00 90 2506.503 Construct Drainage SWcture Design 72-4020 41.4 LF $560.00 $ 23,184.00 42.47 $ 23,783.20 91 2506.503 Construct Drainage Structure Design 844020 26.5 LF $785.00 $ 20,802.50 26.48 $ 20,786.60 92 2506.503 Construct Drainage Structure Design H 8.8 LF $500.00 $ 4,400.00 6.50 $ 3,250.00 93 2515.504 Articulated Interlocking Block Open Cell, Type A 295 SY $60.00 $ 17,700.00 607 $ 36,409.80 Total Bid Schedule "B" a ALTERNATE Bid Schedule "C" -Watermain -ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 94 2021.501 Mobilization (Watermain) 0.09 LS $185,000.00 $ 16,650.00 0.09 $ 16,650.00 95 2611 Connect To Existing 16" DIP Watermain 2 EA $1,250.00 $ 2,500.00 2 $ 2,500.00 96 2611 6" Gate Valve & Box 6 EA $1,200.00 $ 7,200.00 1 $ 1,200.00 97 2611 8" Gate Valve & Box 9 EA $1,600.00 $ 14,400.00 1 $ 1,600.00 98 2611 12" Butterfly Valve & Box 1 EA $2,200.00 $ 2,200.00 $ 99 2611 16" Butterfly Valve & Box 15 EA $3,000.00 $ 45,000.00 2 $ 6,000.00 100 2611 Hydrant 6 EA $4,200.00 $ 25,200.00 1 $ 4,200.00 101 2611 6" Ductile Iron Pipe CL 52 30 LF $30.00 $ 900.00 6 $ 180.00 102 2611 8" Ductile Iron Pipe CL 52 430 LF $40.00 $ 17,200.00 48 $ 1,920.00 103 2611 12" Ductile Iron Pipe CL 52 40 LF $52.00 $ 2,080.00 $ - 104 2611 16" Ductile Iron Pipe CL 52 4092 LF $60.00 $ 245,520.00 278 $ 16,680.00 105 2611 16" Ductile Iron Pipe CL 52 (Extra Depth) 560 LF $66.00 $ 36,960.00 $ 106 2611 4" Insulation 192 Sy $40.00 $ 7,680.00 $ - 107 2611 Ductile Iron Fittings 7865 LB $2.60 $ 20,449.00 893 $ 2,321.80 108 2611 Testing Watermain 1 LS $500.00 $ 500.00 1 $ 500.00 Total el0 bcneoule -c a 944,4JD.W ITEM„ SPEC. ESTIMATED CONTRACT TRA T USED TO NO. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 109 2021.501 Mobilization (Forcemain) 0.07 LS $185,000.00 $ 12,950.00 0.07 $ 12,950.00 110 2621 Connect To Existing Forcemain 2 EA $1,500.00 $ 3,000.00 2 $ 3,000.00 8" HDPE DR-13.5 Forcemain Pipe - Horizontal Directional 837 LF 111 2621 Drilling $48.00 $ 40,176.00 837 $ 40,176,00 112 2621 8" HDPE DR-13.5 Forcemain Pipe 4546 LF $21.50 $ 97,739.00 920 $ 19,780.00 10" HDPE DR-13.5 Forcemain Pipe- Horizontal Directional 837 LF 113 2621 Drilling $54.00 $ 45,198.00 837 $ 45,198.00 114 2621 10" HDPE DR-13.5 Forcemain Pipe 4551 LF $24.00 $ 109,224.00 920 $ 22,080.00 72" Diameter Air Valve Manhole 115 2621 Includes Combination Air Valve, Ball Valve, fittings and 3 EA labor $17,500.00 $ 52,500.00 1 $ 17,500.00 72" Diameter Cleanout Manhole 2621 Includes all DIP pipe, fittings and labor (exterior valves paid 3 EA separately $19,500.00 $ 58.500.00 1 $ 19,500.00 2621 Forcemain DIP Fittings 2680 LB $5.75 $ 15,410.00 808 $ 41646.00 F12 2621 Testing Forcemain 1 LS $4,000.00 $ 4,000.00 1 $ 4.000.00 2611 8" Gate Valve & Box 6 EA $1,600,00 $ 9.600.00 2 $ 3,200,00 2611 10" Gate Valve & Box 6 EA $2,400.00 $ 14.400.00 2 $ 4,800.00 Total 1310 bcnedwe -u- a 4o<,oar."" .r ITEM SPEC. ESTIMATED TRA T TRA T USED T NO. NO, ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 1 12021.501 IMobilization 0.14 LS $185,000.001 $ 25,900.00 0.14 $ 25,900.00 Change Order No.1 - Street and Storm Sewer J <a,auu.uu a S:\MunicipaAAOTSEG0\396\PAY ESTIMATES\OT396 PE.xlsx PE-3 FINAL PAYMENT (PAY ESTIMATE #15) CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17.03 S.A.P.217-102-009 and S.A.P. 217-113-001 ,yam TEE ITEM NO. P P S NO, ITEM DESCRIPTION ESTIMATED QUANTITY UNIT TRACT UNIT PRICE C TR T AMOUNT USEDTO DATE EXTENSION 2 2021.501 Mobilization (Watermaln) -0.08 LS $185,000.00 $ (14,800.00) -0.08 $ (14,800.00) 3 2611 Connect To Existing 16" DIP Watermaln 0 EA $1.250.00 $ - $ - 4 2611 6" Gale Valve & Box -5 EA $1,200.00 $ (6,000.00) $ - 5 2611 8" Gate Valve & Box -8 EA $1,600.00 $ (12,800.00) $ - 6 2611 12" Butterfly Valve &Box -1 EA $2,200.00 $ (2,200.00) $ 7 2611 16" Butterfly Valve & Box -12 EA $3,000.00 $ (36,000.00) $ - 8 2611 Hydrant -5 EA $4,200.00 $ (21,000.00) $ 9 2611 6" Ductile Iron Pipe CL 52 -25 LF $30.00 $ (750.00) $ - 10 2611 8" Ductile Iron Pipe CL 52 -382 LF $40.00 $ (15,280.00) $ - 11 2611 12" Ductile Iron Pipe CL 52 40 LF $52.00 $ (2,080.00) $ - 12 2611 16" Ductile Iron Pipe CL 52 -3802 LF $60.00 $ (228,120.00) $ - 13 2611 16" Ductile Iron Pipe CL 52 (Extra Depth) -560 LF $66.00 $ (36,960.00) $ 14 2611 4" Insulation -192 SY $40.00 $ (7,680.00) $ 15 2611 Ductile Iron Fittings -7220 LB $2.60 $ (18,772.00) $ - 16 2611 Testing Watermain 0 LS $500.00 $ - $ - Change Order No.1 - Watermaln a 19u<,4a<.uur .r t,Y, "I 'uauyo ITEM —uc, iv SPEC. .a, y -- ESTIMATED CONTRACT CONTRACT USED TO NO. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 17 2021.501 Mobilization (Forcemain) -0.03 LS $185,000.00 $ (5,550.00) -0.03 $ (5,550.00) 18 2621 Connect To Existing Forcemain 0 EA $1,500.00 $ - $ - 8" HDPE DR-13.5 Forcemaln Pipe - Horizontal Directional 0 LF 19 2621 Drilling $48.00 $ $ 20 2621 8" HDPE DR-13.5 Forcemaln Pipe -3644 LF $21.50 $ (78,346.00) $ 10" HDPE DR-13.5 Forcemain Pipe - Horizontal Directional 0 LF 21 2621 Drilling $54.00 $ $ 22 2621 10" HDPE DR-13.5 Forcemain Pipe -3643 LF $24.00 $ (87,432.00) $ 72" Diameter Alr Valve Manhole 23 2621 Includes Combination Air Valve, Ball Valve, fittings and -2 EA labor. $17,500.00 $ (35,000.00) $ - 72" Diameter Cleanout Manhole 24 2621 Includes all DIP pipe, fittings and labor (exterior valves paid -2 EA separately) $19,500.00 $ (39,000.00) $ - 25 2621 Forcemain DIP Fittings -1255 LB $5.75 $ (7,216.25) $ - 26 2621 Testing Forcemain 0 LS $4.000.00 $ - $ 27 2611 8" Gate Valve & Box -4 EA $1,600.00 $ (6,400.00) $ - 28 2611 10" Gate Valve & Box -4 EA $2.400.00 $ (9,600.00) $ Change Order No.1 - Sanitary Sewer 5 (zbb,baa.<b) a lu,u •u�r Total Change Order No.1 $ (645,086.25) $ 5,650.00 i.nauye ITEM —uc' .— PEC. htiT MAI CONTRACT CONTRA T ED TO NO. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 1 2211.509 Aggregate Base Class 5 Mod -11600 TON $12.60 $ (146,160.00) $ - 2 2211.509 Aggregate Base Class 5 Mod (City Provided Reclaim Mated 11600 TON $9.10 $ 105,560.00 10,065 $ 91,591.50 cnange uraer No.< Rp Iwo, ITEM MnDOT SPEC. ESTIMATED CONTRACT CONTRACT USED TO NO. NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION 1 2211.509 3" minus Aggregate Base Stabilization (CV) (8" thick) 3760 TON $25.25 $ 94,940.00 3,745 $ 94,572.87 2 2105.507 Common Excavation (EV) IT' removed) 1900 CY $4.00 $ 7,600.00 1,900 $ 7,600.00 3 2105.607 Haul & Dispose Excess Material (LV) 2240 CY $2.50 $ 5,600.00 2,240 $ 5,600.00 cnange urger NO.J a -IUD, v S:\MunicipaKAOTSEG0\396\PAY ESTIMATES\OT396 PE.xlsx PE-4 FINAL PAYMENT (PAY ESTIMATE #15) CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17-03 S.A.P.217-102.009 and S.A.P. 217-113-001 n-A AI.. A „yam ITEM NO. MnDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2105.504 Geotextile Fabric Type 5 1420 SY $3.25 $ 4.615.00 1,400 $ 4,550.00 2 2105,507 Common Excavation (EV) (12" removed) 470 CY $4.00 $ 1,880.00 472 $ 1,888.00 3 2105.607 Haul & Dispose Excess Material (LV) 610 CY $2.50 $ 1,525.00 565 $ 1,412.50 4 2211.509 3" Minus Clear Aggregate Base Stabilization 900 TON $48.59 $ 43,731.00 552.4 $ 26,841.12 5 2211.509 Aggregate Base Class 3 or 4 (10" thick) 710 TON $8.00 $ 5,680.00 $ - 6 2502.502 4" Precast Concrete Headwall 1 EACH $400.00 $ 400.00 $ - 7 2502.503 4" Perf PVC Pipe Drain 120 LF $6.00 $ 720.00 $ - Change Order No.4 $ 68,651.00 $ 34,691.62 n-a,.- nl.. c a� ITEM NO. MnDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2502.503 6"PVC Pipe Drain 24 LF $11.00 $ 264.00 24 $ 264.00 2 2502.503 12" PVC Pipe Drain r�499 LF $40.00 $ 19,960.00 499 $ 19,960.00 3 Draintile Connection at Manhole 11 EACH $120.00 $ 1,320.00 11 $ 1,320.00 4 Connect to Existing Field Draintile 11 EACH $500.00 $ 5,500.00 11 $ 5,500.00 5 Misc. Storm Structure Adjustments 1 LS $2,545.00 $ 2,545.00 1 $ 2,545.00 6 2105.507 Common Borrow (LV) 19174 CY $6.60 $ 126,548.40 19,174 $ 126,548.40 7 2105.607 Haul & Dispose Excess Material (LV) 14135 CY $2.50 $ 35,337.50 14,135 $ 35,337.50 8 2360.509 Type SP 9.5 Wearing Course Mixture (3,C) - Density Decuction 1 LS $ (51694.38) $ (5,694.38) 1 $ (5,694.38) 9 2611 18" Hydrant Extension 1 EA $1,200.00 $ 1,200.00 1 $ 1,200.00 10 Conduit Crossing Installation 756 LF $9.931 $ 7,507.08 1 756 $ 7,507.08 Change OrderNo.5 $ 194,487.60 $ 194,487.60 Bid Schedule "A" $ 3,584,378.02 $ 3,525,513.77 Bid Schedule "B" $ 1,353,430.60 $ 1,371,017.00 Bid Schedule"C" $ 444,439.00 $ 53,751.80 Bid Schedule "D" $ 462,697.00 $ 196,830.00 Change Order#1 $ (645,086.25) $ 5,550.00 Change Order#2 $ (40,600.00) $ 91,591.50 Change Order#3 $ 108,140.00 $ 107,772.87 Change Order#4 $ 58,551.00 $ 34,691.62 Change Order#5 $ 194,487.60 $ 194,487.60 TOTAL $ 5,520,436.97 $ 5,581,206.15 SAMunlcipallA0TSEG0\396\PAY ESTIMATES\OT396 PE.xlsx PE - 5 FINAL PAYMENT (PAY ESTIMATE #15) CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17-03 S.A.P. 217-102-009 and S.A.P.217-113-001 Total Work Completed to Date LESS PAY ESTIMATE #1 LESS PAY ESTIMATE #2 LESS PAY ESTIMATE#3 LESS PAY ESTIMATE #4 LESS PAY ESTIMATE #5 LESS PAY ESTIMATE#6 LESS PAY ESTIMATE #7 LESS PAY ESTIMATE #8 LESS PAY ESTIMATE #9 LESS PAY ESTIMATE#10 LESS PAY ESTIMATE #11 LESS PAY ESTIMATE #12 LESS PAY ESTIMATE #13 LESS PAY ESTIMATE #14 WE RECOMMEND FINAL PAYMENT OF: Please verify the amount of previous payments, and the receipt of the following items prior to making payment. 1, Certificate of claims Payment (lien waiver), 2. Affidavit of payment of States taxes (MN State TAX Form IC 134), 3. Letter of consent from surety firm. APPROVALS: CONTRACTOR: RL LARSON E CAVATING, INC. Certification by Con IIccertify that all Itemsandamounts are correct for the work completed to date. Signed: Title: ENGINEER: HAKANSON ANDERSON Certification b sneer: We recom d payment for work and quantities as shown. Signed: Title: Date? 21 d OWNER: CITY OF OTSEGO Title: $ 5,681,206.15 $ 654,377.50 $ 1,048,322.86 $ 205,349.74 $ 78,332.39 $ 633,214.32 $ 466,886.86 $ 1,339,610,11 $ 604,264.72 $ 114,886.26 $ 98,782.83 $ 3,017.77 $ 63,240.27 $ 87,041.07 $ 237,920.01 $ 55,970,46 6:\Mun1cipaMOTSEG0\396\PAY ESTIMATES\OT396 PE,xlsx PE-6