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ITEM 3.6 85th Street/Maciver Improvements
0tsceP o MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner August 12, 2019 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty 3.6 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 #6 includes payment for completing subgrade preparations, placement of sand and gravel Is a social community with diverse housing, service options, and employment opportunities. portions of curb and gutter. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of Pay Estimate #6 in the amount of $456,885.86 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/J USTI FICATION: Pay Estimate #6 includes payment for completing subgrade preparations, placement of sand and gravel aggregate base as well as some subgrade stabilization material (Change Order #3) and installation of portions of curb and gutter. Only two short runs of street remain to have the subgrade prepared and aggregate placed. These two areas have remained wet throughout the project and the contractor has attempted to dry them until the end but there appears to be some groundwater source that continues to add moisture even during the dry weather. Once these areas are corrected and aggregate base is placed the entire project will be ready for curb and gutter. The majority of the curb and gutter will be complete by the end of the week of August 5th Including the Nashua Avenue roundabout and east to the existing 85th Street. Hand work and driveways will remain to be completed as residents are left % driveways for access. Pay Estimate #6 is for $456,885.86. In accordance with Minnesota Statute, the City is withholding the maximum of 5% retainage of work completed, which accounts to $156,656.98 at this time. SUPPORTING DOCUMENTS ATTACHED: 0 Pay Estimate #6 PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to approve Pay Estimate #6 in the amount of $456,885.86 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 #6 CITY OF OTSEGO 85th Street and MaciverAvenue Improvements Project 17-03 S.A.P. 217-102-009 and S.A.P. 217-113-001 August 5, 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, 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. Bid Schedule "A" -Streets ITEM NO. SPEC. I NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I 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 1 2104.502 Remove Sign 6 EACH $40.00 $ 240.00 4 $ 160.00 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 $ 8 2104.503 Remove Curb & Gutter 1983 LF $2.00 $ 3,966.00 1,877 $ 3,754.00 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 $7.001 $ 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 48 $ 96.00 13 2104.504 Remove Bituminous Pavement 765 SY $4.50 $ 3,442.50 16 $ 72.00 14 2105.507 Common Borrow (LV) 1000 CY $4.00 $ 4,000.00 7,272 $ 29,088.00 15 2105.507 Common Excavation (EV) 130838 CY $4.00 $ 523,352.00 130,000 $ 520,000.00 16 2105.507 Subgrade Excavation (EV) 6724 CY $2.35 $ 15,601.40 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 5,198 $ 20,272.01 19 2211.509 Aggregate Base Class 3 or 4 47178 TON $8.00 $ 377,424.00 35,384 $ 283,068.00 20 2211.509 Aggregate Base Class 5 Mod 32761 TON $12.60 $ 412,788.60 14,728 $ 185,578.72 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 $ - 23 2232.504 Mill Bituminous Surface (2,0") 42 SY $30.45 $ 1,278.90 $ 24 2357.506 Bituminous Material For Tack Coat 2914 GAL $2.10 $ 6,119.40 $ 25 2360.509 Type SP 12.5 Non Wear Course Mixture (3,C) 8195 TON $65.00 $ 532,675.00 7 $ 481.00 26 2360.509 Type SP 12.5 Wearing Course Mixture (2,B) (Trail) 2128 TON $74.00 $ 157,472.00 $ 27 2360.509 Type SP 9.5 Wearing Course Mixture (3,C) 6556 TON $74.00 $ 465,144.00 $ 28 2502.502 4" Precast Concrete Headwall 4 EACH $4p0.00 $ 1,600.00 $ 29 2502.503 4' Perf PVC Pipe Drain 3028 LF $6.00 $ 18,168.00 $ 30 2502.503 8" PVC Pipe Drain 400 LF $15.00 $ 6,000.00 548 $ 8,220.00 31 2521.518 4" Concrete Walk 15744 SF $3.50 $ 55,104.00 $ 32 2531.503 Concrete Curb & Gutter Design B418 34971 LF $11.60 $ 405,663.60 7,982 $ 92,591.20 33 2531.503 Concrete Curb & Gutter Design Surrmountable 628 LF $14.45 $ 9,074.60 $ - 34 2531.504 6" Concrete Driveway Pavement 677 SY $56.001 $ 37,912.00 $ 35 2531.618 Truncated Domes 120 SF $59.00 $ 7,080.00 $ 36 2540.602 Salvage & Install Mail Box Support 6 EACH $200.00 $ 1,200.00 $ 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 1.75 1 $ 11,287.50 S:Wunicipa[\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE - 1 PAY ESTIMATE ##6 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 ara gChndiva ••e•• - Stroarc 1-nfinuadl 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 $ 22,302.00 300.00 $ - 40 2573.501 Stabilized Construction Exit 1 LS $9,000.00 $ 9,000.00 0.75 $ 6,750.00 41 2573.502 Storm Drain Inlet Protection 96 EACH $125.00 $ 12,000.00 10 $ 1,250.00 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 $ 42,658.56 21,462 $ 36,056.16 44 2574.508 Fertilizer Type 1 1726 LB $0.68 $ 1,173.68 65 $ 45 2575.504 Erosion Control Blanket - Category 3 189.00 Sy $2,10 $ 396.90 440 $ 924.00 46 2575.505 Seeding 14.4 ACRE $265.00 $ 3,816.00 $ $ - 47 2575.508 Seeding Mixture - 25-141 751 LB $4.46 $ 3,349.46 2 $ - 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 $3,200.00 $ $ 50 2580.501 Interim Pavement Marking 1 LS $0.01 $ 0.01 LF $ 51 2582.503 4" Solid Line White - Paint 26179 LF $0.09 $ 2,356.11 138 $ 52 2582.503 4" Solid Line Yellow - Paint 3220 LF $0.09 $ 289.80 2501.503 72" RC Pipe Culvert Design 3006 CL III $ 53 2582.503 8" Solid Line White - Paint 253 LF $1.58 $ 399.74 73 $ 54 2582.503 12" Stop Line White - Paint 125 LF $3.80 $ 475.00 20,615.00 $ 55 2582.503 24" Solid Line Yellow - Paint 537 LF $4.00 $ 2,148.00 $ $ 56 2582.503 8" Dotted Line White - Paint 196 LF $3.15 $ 617.40 5,0fi$26,543.70 $ 57 2682.503 4" Double Solid Line Yellow - Paint 15543 LF $0.17 $ 2,642.31 73,582.301339 $ 58 2582.518 3'x6' Crosswalk Blocks White - Paint 144 SF $4.00 $ 576.00 $48.00 $ $ 59 2582.518 Pavement Message Paint 652 SF $5.80 $ 3,781.60 LF $ Total Bid Schedule "A" $ 3,584,378.02 $ 1,457,245.49 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 $ 21550.00 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 $ - 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 5,0fi$26,543.70 ,936.70 76 2503.503 18" RC Pipe Sewer Design 3006 CL V 1661 LF $44.30 $ 73,582.301339 ,611.80 77 2503.503 21" RC Pipe Sewer Design 3006 CL III 1802 LF $48.00 $ 86,496.00,976.00 78 2503,503 24" RC Pipe Sewer Design 3006 CL III 869 LF $59.00 $ 51,271.001,271.00 79 2503.503 27" RC Pipe Sewer Design 3006 CL III 1837 LF $69.50 $ 127,671.50,855.50 80 2503.503 30" RC Pipe Sewer Design 3006 CL III 292 LF $78.30 $ 22,863.60,543.7081 2503.503 36" RC Pipe Sewer Design 3006 CL III 114 LF $105.00 $ 11,970.00,095.0082 2503.503 44" Span RC Pipe -Arch Sewer CL III 65 LF $155.00 $ 10,075.000,075.0083 2503.503 18" CP Pipe Sewer 766 LF $35.50 $ 27,193.00,193.0084 2503,503 24" CP Pipe Sewer 2057 LF $64.00 $ 131,648.00 2,01,648.00 S:WlunicipahAOTSEGO\39MPAY ESTIMATES\OT396 PE.xlsx PE - 2 PAY ESTIMATE #6 CITY OF OTSEGO 85th Street and Maciver Avenue Project 17-03 S.A.P. 217-102-009 and S.A.P. Rini Schedule "R" . Storm Sewer !continued! Improvements 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 11052 $ 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 $426.00 $ 136,722.50 322.00 $ 136,850.00 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 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 4.00 $ 2,000.00 93 2515.504 Articulated Interlocking Block Open Cell, Type A 295 SY $60.00 $ 17,700.00 295 $ 17,700.00 Total Bid Schedule "B" $ 1,353,430.60 $ 1,343,075.70 ALTERNATE Rini SrhPrinlP "C" -Watermain TEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE NTRACT 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 $ 2,060.00 $ - 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 Bid Schedule "C" $ 444,439.00 $ 53,751.80 AI TFRNATF Rid Schedule "D" - Sanitary Forcemain ITEM SPEC. ESTIMATED CONTRACT NIT USED TO NO. NO. ITEM DESCRIPTION QUANTITY UNIT PRICE 712U,950.00O.07 ATE EXTENSION 109 2021.501 Mobilization (Forcemain) 0.07 LS $185,000.00 $ $ 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 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 $ 22,080.00 115 2621 72" Diameter Air Valve Manhole 3 EA Includes Combination Air Valve, Ball Valve, fittings and 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 2611 10" Gate Valve & Box 6 EA $2,400.00 $ 14,400.00 2 $ 4,800.00 Total Bid Schedule "D" S:\Municipal\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE - 3 $ 462,697.00 $ 1961830.00 PAY ESTIMATE #6 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 Change Order No.1 - Street and Storm Sewer TEM NO. I NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT CT UNIT PRICE CO AMOUNT FUSED TO DATE I EXTENSION 1 1 2021.501 Mobilization 0.14 LS $1 85,000.001 $ 25,900.00 1 0.14 $ 25,900.00 Change Order No.1 - Street and Storm Sewer $ 25,900.00 $ 25,900.00 Channa Order No -1 - Watermain 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 $ -0.03 $ 4 2611 6" Gate 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 $ 50.00) $ 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 1 LS 1 $500.00 $ $ Change Order No.1 - Watermain $ (402,442.00) $ (14,800.00) Channe Order Nn -1 - Sanitary Sewer ITEM SPEC. ESTIMATED CONTRACT N CONTRACT USED T NO. NO. ITEM DESCRIPTION QUANTITY 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 Forcemain Pipe - Horizontal Directional LF 19 2621 Drilling0 $48.00 $ $ 20 2621 8" HDPE DR -13.5 Forcemain Pipe -3644 LF $21.50 $ (78,346.00) $ 10" HDPE DR -13.5 Forcemain Pipe - Horizontal Directional LF 21 2621 Drilling0 $54.00 $ $ 22 2621 10" HDPE DR -13.5 Forcemain Pipe -3643 LF $24.00 $ (87,432.00) $ 23 2621 72" Diameter Air Valve Manhole -2 EA Includes Combination Air Valve, Bail Valve, fittings and 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 se aratel $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 A EA $2,400.00 $ (9,600.00) $ Change Order No.1 - Sanitary Sewer Total Change Order No.1 S:\MunicipalW0TSEG0\396\PAY ESTIMATES\OT396 PE.xisx PE -4 $ (268,544.25) $ (5,550.00) $ (645,086.25) $ 5,550.00 PAY ESTIMATE #6 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 Change Order No.2 ITEM SPEC. ESTIMATED CONTRACT UNIT C NTRACTS D O NO. NO. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION 1 2211.509 Aggregate Base Class 5 Mod -11600 TON $12.601$ (146,160.00) $ 2 2211.509 Aggregate Base Class 5 Mod (City Provided Reclaim Material 11600 TON $9.10 $ 105,560.00 3,274 $ 29,789.76 Change Order No.2 $ (40,600.00) $ 29,789.76 Change Order No.3 ITEM NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED T DATE EXTENSION 1 2211.509 3" minus Aggregate Base Stabilization (CV) (8" thick) 3760 TON $25.25 $ 94,940.00 1,731 $ 43,696.89 2 2105.507 Common Excavation (EV) (7" removed) 1900 CY $4.00 $ 7,600.00 800 $ 3,200.00 3 2105.607 Haul & Dispose Excess Material (LV) 2240 CY $2.50 $ 5,600.00 $ - Change Order No.3 Bid Schedule "A" Bid Schedule "B" Bid Schedule "C" Bid Schedule "D" Change Order #1 Change Order#2 Change Order #3 TOTAL S:\MunicipahAOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE -5 $ 108,140.00 $ 46,896.89 $3,584,378.02 $1,457,245.49 $1,353,430.60 $1,343,075.70 $ 444,439.00 $ 53,751.80 $ 462,697.00 $ 196,830.00 $ (645,086.25) $ 5,550.00 $ (40,600.00) $ 29,789.76 $ 108,140.00 $ 46,896.89 $ 5,267,398.37 $ 3,133,139.64 Total Work Completed to Date LESS 5% RETAINAGE LESS PAY ESTIMATE #1 LESS PAY ESTIMATE #2 LESS PAY ESTIMATE #3 LESS PAY ESTIMATE #4 LESS PAY ESTIMATE #5 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: RL L Certification by Signed: 781.,• I EXCAVATING, INC. : I cw&.y-that all item ENGINEER: HAKANSON ANDERSON Certification by E 'neer: We recon Signed: Title:r7,�k G !` OWNER: CITY OF OTSEGO Signed: Date PAY ESTIMATE #6 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 for the work completed to date. �— )—Q forwork and.quantities as shown. S:\MunIcIpaM0TSEG0\398\PAY ESTIMATESWT396 PE.xlsx PE -6 $ 3,133,139.64 $ 156,666.98 $ 564,377.50 $1,048,322.86 $ 205,349.74 $ 78,332.39 $ 633,214.32 $ 456,885.86