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ITEM 3_.10 Pay Estimate #8 RL Larson Excavating
GO OtsTy � o MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner October 28, 2019 PRESENTER(s) REVIEWED BY: '' ITEM #: Consent City Administrator/Finance Director Flaherty 3.10 STRATEGIC VISION MEETS: THE CITY OF OTSEGO: for work completed on the 85th Street and Maciver Avenue Improvement Project. Is a strong organization that is committed to leading the community through innovative communication? X Has proactively expanded infrastructure to responsibly provide core services. No Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. Pay Estimate #8 includes payment for completing the final lift of bituminous pavement, striping and Is a social community with diverse housing, service options, and employment opportunities. The entire project is now open to traffic. The only items remaining are to complete the paving of the trails Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of Pay Estimate #8 in the amount of $604,254.72 to RL Larson Excavating, Inc. for work completed on the 85th Street and Maciver Avenue Improvement Project. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: Pay Estimate #8 includes payment for completing the final lift of bituminous pavement, striping and signage, spreading of topsoil, erosion control and turf establishment. The entire project is now open to traffic. The only items remaining are to complete the paving of the trails from the Nashua Avenue roundabout to 80th Street by Prairie View Elementary and Middle School. A portion of this was already deemed too wet and soft to pave this year (from Mason to Nashua) but as the weather has continued to be wet and rainy it is unlikely that any of this trail will be paved until 2020. The contactor still plans on placing some top -soil in miscellaneous area and dormant seeding this year if the weather cooperates. Pay Estimate #8 is for $604,254.72. In accordance with Minnesota Statute, the City is withholding the maximum of 5% retainage of work completed, which accounts to $258,965.66 at this time. SUPPORTING DOCUMENTS ATTACHED: 0 Pay Estimate #8 POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: Motion to approve Pay Estimate #8 in the amount of $604,254.72 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 PAY ESTIMATE #8 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 October 23, 2019 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. ContractAmount: $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. Rid ,-o-1- Rf. t. ITEM NO. 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 $ 149,850.00 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 $ 8 2104.503 Remove Curb & Ginter 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 $ 5,280.00 770 $ 4,620.00 12 2104.503 Sawing Bit Pavement (Full Depth) 292 LF $2.00 $ 584.00 267 $ 534.00 13 2104.504 Remove Bituminous Pavement 765 SY $4.50 $ 3,442.50 770 $ 3,465.00 14 2105.507 Common Borrow (LV) 1000 CY $4.00 $ 4,000.00 20,424 $ 81,696.00 15 2105.507 Common Excavation (EV) 130838 CY $4.00 $ 523,352.00 131,574 1 $ 526,296.00 16 2105.507 jSubgrade Excavation (EV) 6724 CY $2.35 $ 15,801.40 7,144 $ 16,788.40 17 2105.607 Haul & Dispose Excess Material (LV) 6289 CY $2.50 $ 15,722.50 $ - 18 2105.607 Salvaged Topsoil From Stockpile (LV) 34653 CY $3.90 $ 135,146.70 27,725 $ 108,127.50 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 $ 392,665.14 21 2215.504 Full Depth Reclamation 6967 SY $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 MITI 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) 2126 TON $74.00 $ 157,472.00 273.0 $ 20,202.00 27 2360.509 Type SP 9.5 Wearing Course Mixture (3,C) 6556 TON $74.00 $ 485,144.00 6,456 $ 477,758.72 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 3,373 $ 20,238.00 30 2502.503 8" PVC Pipe Drain 400 LF $15.00 $ 6,000.00 548 1 $ 8,220.00 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 8418 34971 LF $11.60 $ 405,663.60 26,711 $ 309,847.60 33 2531.503 Concrete Curb & Gutter Design Surrmountable 628 LF $14.45 $ 9,074.60 631 $ 9,117.95 34 2531.504 6" Concrete Driveway Pavement 677 BY $56.00 $ 37,912.00 879.0 $ 49,224.00 35 2531.618 Truncated Domes 120 SF $59.00 $ 7,080.00 184 $ 10,856.00 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 ITrafficControl 2 LS $6,450.001 $ 12,900.00 2.00 $ 12,900.00 S:\MunicipaBAOTSEG0\396\1PAY ESTIMATES\OT396 PE.xlsx PE - 1 PAY ESTIMATE #8 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 R!d Sched ,re "A" _ Streeter 1-nfl-11a11r 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 Slit Fence, Type MS 25392 LF $1.68 $ 42,658,56 21,462 $ 36,056.16 44 2574.508 Fertilizer Type 1 1726 LB $0.68 $ 1,173.68 900 $ 612.00 45 2575.504 Erosion Control Blanket - Category 3 189.00 SY $2.10 $ 396.90 5,345 $ 11,224.50 46 2575.505 Seeding 14.4 ACRE $265.00 $ 3,816.00 6 $ 1,590.00 47 2575.508 Seeding Mixture -25-141 751 LB $4.46 $ 3,349.46 360 $ 1,605.60 48 2575.508 Seeding Mixture -25-151 204 LB $5.25 $ 1,071.00 50 $ 262.50 49 2575.509 Mulch Material Type 1 29 TON $280.00 $ 8,120.00 11.7 $ 3,276.00 50 2580.501 Interim Pavement Marking 1 LS 1$0.01 $ 0.01 LF $ - 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 8" 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 $5.801 $ 3,781.60 433 1 $ 2,511.40 Total Bid Schedule "A" $ 3,684,378.02 $ 3,338,093.17 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 1 2501.502 18" RC Pipe Apron 3 EACH $800.00 $ 2,400.00 4 $ 3,200.00 65 1 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 1 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 j 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 2503.503 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 III 114 LF $105.00 $ 11,970.00 239 $ 25,095.00 82 2503.503 44" Span RC Pipe -Arch Sewer CL III 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 S:\MunlcipaMOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE -2 PAY ESTIMATE #8 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'xT 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 $ 136,722.50 322.00 $ 136,850.00 89 1 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 Structure Design 72-4020 41.4 LF $560.00 $ 23,184.00 42.47 $ 23,783.20 91 2506.503 Construct Drainage Structure Design 84-4020 26.5 LF $785.00 $ 20,802.50 26.48 $ 20,786.80 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 $60.001 $ 17,700.00 295 $ 17,700.00 Total Bid Schedule "B" $ 1,363,430.60 $ 1,:$51,u3z.zu 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 $ 2,200.00 837 $ - 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 1 $ - 106 2611 4" Insulation 192 SY $40.00 $ 7,680.00 $ 107 2611 Ductile Iron Fittings 7865 LB $2.60 $ 20,449.00 1 893 $ 2,321.80 108 2611 Testing Walermain 1 LS $500.00 $ 500.00 1 1 $ 500.00 Total Bid Schedule"C" $ 444,439.00 $ 53,761.80 ITEM SPEC. ITEM DESCRIPTION ESTIMATED UNIT CONTRACT CONTRACT USED TO Mobilization 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 $ 3,000.00 111 2621 8" HDPE DR -13.5 Forcemain Pipe - Horizontal Directional 837 LF 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 $ 19,780.00 113 10" HDPE DR -13.5 Forcemain Pipe - Horizontal Directional 837 LF 2621 Drilling $54.00 $ 45,198.00 837 $ 45,198.00 114 1 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 116 2621 Includes all DIP pipe, fittings and labor (exterior valves paid 3 EA separately) $19,500.00 $ 58,500.00 1 $ 19,500.00 117 2621 Forcemain DIP Fittings 2680 LB $5.75 $ 15,410.00 808 $ 4,646.00 118 2621 Testing Forcemain 1 LS $4,000.00 $ 4,000.00 1 $ 4,000.00 119 2611 8" Gate Valve & Box 6 EA $1,600.00 $ 9,600.00 2 $ 3,200.00 120 1 2611 10" Gate Valve & Box 6 EA $2,400.00 $ 14,400.00 2 $ 4,800.00 Total Bid Schedule "D" $ 462,697.00 $ 196,630.00 ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT CONTRACT USED TO UNIT PRICE AMOUNT DATE EXTENSION 1 1 2021.501 Mobilization 0.14 LS $185,000.005 25,900.00 0.14 1 $ 25,900.00 Change Order No.1 - Street and Storm Sewer SAMunlclpaI\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE - 3 $ 25,900.00 $ zb'Uuu.uu PAY ESTIMATE #8 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 rr,.... ')Mr M.. If -vu.f .,.r., ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT USED TO AMOUNT DATE EXTENSION 2 2021.501 Mobilization (Watermain) -0.08 LS $185,000.00 $ 14,800.00) -0.08 $ (14,800.00) 3 2611 Connect To Existing 16" DIP Watermain 0 EA $1,250.00 $ (5,550.00) $ 4 2611 6" Gale Valve & Box -5 EA $1,200.00 $ (6,000.00) $ 5 2611 8" Gale 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 1 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 - Watermain $ (402,442.00) Chance Order No.1 - Sanitary Sewer ITEM SPEC, ITEM DESCRIPTION ESTIMATED ITEM I SPEC. I 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 Forcemaln 0 EA $1,500.00 $ - $ 19 2621 8" HDPE DR -13.5 Forcemain Pipe - Horizontal Directional 2,240 LF Drilling0 $48,00 $ $ 20 2621 8" HDPE DR -13.5 Forcemain Pipe -3644 LF $21.50 $ (78,346.00) $ 21 2621 10" HDPE DRA 3.5 Forcemain Pipe - Horizontal Directional LF Drilling0 $54.00 $ - $ 22 2621 10" HDPE DR -13.5 Forcemain Pipe -3643 LF $24.00 $ (87,432.00) $ - 72" Diameter Air 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, fillings and labor (exterior valves paid -2 EA separately) $19,500.00 $ 39,000.00) $ Forcemaln DIP Fittings -1255 LB $5.75 $ (7,216.25) $ Testing Forcemain 0 LS $4,000.00 $ n 8" Gate Valve & Box -4 EA $1,600.00 $ 6,400.00) L$Ej 10" Gate Valve & Box -4 EA $2,400.00 $ (9,600.00) Change Order No.1 - Sanitary Sewer $ (268,544.26) Total Change Order No.1 $ (645,086.25) $ 5,550.00 Change Order No.2 MnDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY ITEM I SPEC. I TIMATED CONTRACT CONTRACT USED 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 1 2211.509 jAggregate Base Class 5 Mod (City Provided Reclaim Materi 11600 1 TON $9.10 $ 105,560.00 10,065 1 $ 91,591.50 Change Order No.2 $ (40,600.00) $ 91,591.50 Change Order No.3 ITEM NO. MnDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO 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) (7" removed) 1900 CY $4.00 $ 7,600.00 1,900 $ 7,600.00 3 2105.607 Haul & Dispose Excess Material (LV) 2240 CY $2.501 $ 5,600.00 2,240 $ 5,600.00 Change Order No.3 $ 108,140.00 $ 107,772.87 S:\Municlpal\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE -4 PAY ESTIMATE #8 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, MnDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2105.504 Geotextlle 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 $ 1,860.00 472 $ 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" thlck) 710 TON $8.00 $ 5,660.00 $ - 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 $ - Total Work Completed to Date Change Order No.4 $ 58,551.00 $ 34,691.62 Bid Schedule "A" $ 3,584,378.02 $ 3,338,093.17 Bid Schedule "B" $ 1,353,430.60 $ 1,351,032.20 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 TOTAL $ 5,325,949.37 $ 5,179,313.15 Total Work Completed to Date $ 5,179,313.15 LESS 5% RETAINAGE $ 258,965.66 LESS PAY ESTIMATE #1 $ 554,377.50 LESS PAY ESTIMATE #2 $ 1,048,322.85 LESS PAY ESTIMATE #3 $ 205,349.74 LESS PAY ESTIMATE #4 $ 78,332.39 LESS PAY ESTIMATE #5 $ 633,214.32 LESS PAY ESTIMATE #6 $ 466,885.86 LESS PAY ESTIMATE #7 $ 1,339,610.11 WE RECOMMEND PAYMENT OF: $ 604,254.72 APPROVALS: CONTRACTOR: RL LARSON EXCAVATING, INC. Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. ENGINEER: HAKANSON ANDERSON Certification by Engineer: We recommend payment for work and quantities as shown. OWNER: CITY OF OTSEGO Title: S:\Municipal\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE -5