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ITEM 3.10A Pay Estimate #7 RL Larson Excavating
CI OtSeTY goF MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner September 23, 2019 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty 3.10 (A) STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Excavating, Inc. 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 #7 includes payment for completing common excavation and common borrow, subgrade Is a social community with diverse housing, service options, and employment opportunities. (Change Order #4), installation of the remaining concrete curb and gutter, pavement of the first lift of Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of Pay Estimate #7 in the amount of $1,339,610.11 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 #7 includes payment for completing common excavation and common borrow, subgrade preparations, placement of sand and gravel aggregate base as well as some subgrade stabilization material (Change Order #4), installation of the remaining concrete curb and gutter, pavement of the first lift of bituminous, and spreading of topsoil. Change Order #4 was necessary to fix two short, but very soft areas. Both areas were too wet and soft to use the previous fixes used with Change Order #3. One area was along Maciver Avenue and the other along 85th Street. Large, clean limestone rock was pounded into the soft subgrade and fabric was used to cover the areas. Additional thickness of sand was used to complete the bridging of the areas. Both areas are now holding up to construction traffic very well. The Nashua Avenue and 85th Street roundabout has been opened to traffic as of Wednesday, September 18th. Both lifts of bituminous, all signage, striping, bituminous trail and topsoil have been completed. Only turf establishment remains in this area. The contractor is planning to close Mason Avenue at the 85th Street intersection to thru traffic Monday September 23rd so that the intersection can have subgrade corrections, aggregate base, and concrete valley gutters placed. High strength concrete will be used at this location in order to open the intersection as quick as possible. The contractor plans on paving and reopening the intersection by the end of the day Monday, September 30th (weather pending). Residents along Mason Avenue and 83rd Street will be notified by inspector Charlie Cherrier. Concurrent with the work on the Mason Avenue intersection, the remainder of the bituminous path will be paved and topsoil spread. Once these items are complete and the Mason Avenue intersection is done, the rest of the project can have the wear course paved with the hopes to have the project signed and striped and open to traffic sometime the second week of October. Pay Estimate #7 is for $1,340,281.65. In accordance with Minnesota Statute, the City is withholding the maximum of 5% retainage of work completed, which accounts to $227,162.78 at this time. SUPPORTING DOCUMENTS ATTACHED: • Pay Estimate #7 POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: Motion to approve Pay Estimate #7 in the amount of $1,339,610.11 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 #7 CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17-03 S.A.P. 217102-009 and S,A,P, 217-113-001 September 17, 2019 Honorable Mayor & City Council City of Otsego 13400 90th Street Otsego, MN 55330 RE: 861h 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: $6,199,858,37 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. Mn/DOT SPEC. N0,ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2021,601 Mobilization 0.81 LS $185,000,00 $ 149,850,00 0,81 $ 149,860.00 2 2101.506 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 $ 24,278,00 7.98 $ 27,132,00 4 2104.502 Remove Concrete Structure 6 EACH $250,00 $ 1,250.00 5 $ 1,250,00 5 2104.502 Remove Sign 6 EACH $40,00 $ 240,00 4 $ 160,00 8 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 & Gutter 1983 LF $2.00 $ 3,966,00 1,983 $ 3,96 00 9 2104.503 Remove Fence 2840 LF $1.50 $ 4,260.00 6,216 $ 9,322.50 10 2104,603 Remove Pipe Culverts 432 LF $7,00 $ 3,024,00 304 $ 2,128,00 11 2104.603 Remove Pipe Drain 880 LF $6,00 $ 5,280,00 770 $ 4,620,00 12 2104.603 Sawing Bit Pavement (Full Dep(h) 292 LF $2,00 $ 584,00 48 $ 96.00 13 2104,504 Remove Bituminous Pavement 765 SY $4,50 $ 3,442.50 360 $ 1,675,00 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 $ 523,352,00 131,366 $ 626,464.00 16 2105.507 Subgrade Excavation (EV) 6724 CY $2.35 $ 15,801,40 7,144 $ 16,788,40 17 2106,807 Haul & Dispose Excess Material (LV) 6289 CY $2,60 $ 15,722.50 $ 18 2105,607 Salvaged Topsoil From Stockpile (LV) 34653 CY $3,90 $ 135,146,70 25,000 $ 97,500,00 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 26,200 $ 330,120,00 21 2215,504 Full Depth Reclamation 6967 SY $2.00 $ 13,934.00 7,723 $ 16,446,00 22 2221.509 Shoulder Base Aggregate Class 2 69 TON $35,00 $ 2,416,00 $ 23 2232,604 MITI Bituminous Surface (20) 42 SY $30.46 $ 1,278,90 $ 24 2357,506 Bituminous Material For Tack Coal 2914 GAL $2,10 $ 6,119.40 365,0 $ 745,50 25 2360.509 Type SP 12,6 Non Wear Course Mixture (3,C) 8195 TON $65,00 $ 532,675.00 7,511.67 $ 488,258,55 26 2360.509 Type SP 12.5 Wearing Course Mixture (2,B) (Trail) 2128 TON $74,00 $ 157,472,00 398,2 $ 29,466,80 27 2360,609 Type SP 9,5 Wearing Course Mixture (3,C) 6556 TON $74.00 $ 485,144.00 $ 28 2502,602 4" Precast Concrete Headwall 4 EACH $400,00 $ 1,600,00 $ 29 2502.503 4" Pert PVC Pipe Drain 3028 LF $6.00 $ 18,168.00 3,373 $ 20,238,00 30 2502.503 8" PVC Pipe Drain 400 LF $16,00 $ 6,000,00 548 $ 8,220,00 31 2521,618 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 $ 406,663,60 26,603 $ 308,594.80 33 2531,503 Concrete Curb & Gutter Design Surrmountoble 628 LF $14.45 $ 9,074,80 631 $ 9,117.95 34 2531.504 6" Concrete Driveway Pavement 677 SY $66,00 $ 37,912,00 772.7 $ 43,271,20 36 2531,618 Truncated Domes 120 SF $59.00 $ 7,080,00 120 $ 7,080,00 36 2540,602 Salvage & Install Mall Box Support 6 EACH $200,00 $ 1,200,00 Is 37 2557,603 Barbed Wire Fence 950 LF $6,00 $ 6,700,00 Is 38 2563,601 Traffic Control 2 LS $6,450.00 $ 12,900,00 1.75 $ 11,287,60 S;\MunlclpalWOTSEGO\396WAY ESTIMATES\OT396 PE,xlsx PE - 1 PAY ESTIMATE #7 CITY OF OTSEGO 85th Street and Maciver Avenue Improvements Project 17-03 S.A.P. 217-102-009 and S.A.P. 217113-001 olA c.. 1,...1..1.. "A„ .. ol.nn!o /n„nn!1..2d ITEM NO, Mn/DOT 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 1 $ 40 2573.601 Stabilized Construction Exit 1 LS $9,000.00 $ 9,000.00 1 $ 9,000.00 41 2573.502 Storm Drain Inlet Protection 96 EACH $126,00 $ 12,000.00 43 $ 5,375.00 42 2573.503 Sediment Control Log Type Straw 146 LF $3.15 $ 456.75 340 $ 1,071.00 43 1 2573.503 Silt Fence, Type MS 26392 LF $11.681 $ 42,658,66 21,462 $ 36,056.16 44 2574.608 FartilizerType 1 1726 LB $0,68 $ 1,173.68 3 $ 45 2675.504 JFroslon Control Blanket -Category 3 189.00 SY $2.10 $ 396,90 440.00 $ 924.00 67 2675,505 Seeding 14.4 ACRE $265,00 $ 3,816.00 2 $2575,508 68 Seeding Mixture -25-141 751 LB $4.46 $ 3,349.46 3 $ 69 2676.508 Seeding Mixture -25-151 204 LB $5.25 $ 1,071.00 60 $ 262.60 M 2575,509 Mulch Material Type 1 29 TON $280.00 $ 8,120.00 48 $2580,601 71 Interim Pavement Marking i LS $0.01 $ 0.01 120 $ 72 2582,503 4" Solid Line White - Paint 26179 LF $0.09 $ 2,356.11 128 $ 52 2582.503 4" Solid Line Yellow- Paint 3220 LF $0,09 $ 289.80 31.00 $ 63 2582.603 8" Solid Line While- Paint 253 LF $1.58 $ 399.74 88 $ 54 2582.503 12" Slop Line White - Paint 125 LF $3.80 $ 476.00 5,059 $ 65 2582,503 24" Solld Line Yellow - Paint 537 LF $4.00 $ 2,148.00 2,226 $ 56 2582,503 8" Dotted Line While - Paint 196 LF $3.15 $ 617.40 1,812 $ 57 2582.503 4" Double Solid Line Yellow- Paint 15543 LF $0.17 $ 2,642,31 869 $ 58 2582.518 3'x6' Crosswalk Blocks White - Paint 144 SF $4.00 $ 576,00 1,149 $ 69 2582,518 Pavement Message Paint 652 SF $6,80 $ 3,781.60 339 $ Total Bid Schedule "A" $ 3,564,378,02 $ 2,699,160.36 ITEM NO, MnIDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 60 2501.502 18" GS Pipe Apron i EACH $300,00 $ 300.00 1 $ 300.00 61 2601,502 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 2501.602 15" RC Pipe Apron 6 EACH $700.00 $ 4,200,00 4 $ 2,800.00 64 2501.502 18" RC Pipe Apron 3 EACH 00 $ $800E$3,200.00 2,400.00 4 $ 3,200.00 66 2501,502 21" RC Pipe Apron $ 2,660,00 3 $ 2,550,00 66 2501,502 24" RC Pipe Apron $ 3,600,00 6 $ 5,400.00 67 2501.502 27" RC Pipe Apron A2EACH $ 2,000.00 2 $ 2,000,00 68 2501.502 36" RC Pipe Apron $ 4,600.00 3 $ 4,600,00 69 2501.502 72" RC Pipe Apron $ 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 111 138 LF $320,00 $ 44,160.00 128 $ 40,960,00 73 2501.603 Outlet Structure 31 LF $665.00 $ 20,748.00 31.00 $ 20,616.00 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 $ 206,936,70 5,059 $ 208,936.70 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 $ 66,496.00 1,812 $ 86,976,00 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 It 1837 LF $69.60 $ 127,671.50 1,149 $ 79,855,50 80 2503.503 30" RC Pipe Sewer Design 3006 CL ill 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 $ 10,076.00 65 $ 10,075,00 83 i 2503.503 18" CP Pipe Sewer 766 LF $35.50 $ 27,193.00 766 $ 27,193,00 84 1 2503,603 124Y CP Pipe Sewer 2057 LF 1 $64.00 $ 131,648.00 1 2,067 1 $ 131,648.00 S:\MunlclpaPAOTSEGO\3961PAY ESTIMATES\OT396 PE.xlsx PE -2 PAY ESTIMATE #7 CITY OF OTSEGO 86th Street and MacIver Avenue Project 17.03 S.A.P. 217-102.009 and S.A.P. Bid Schedule "B" - Storm Sewer (continued) Improvements 217-113-001 ITEM NO, Mn/DOT SPEC, NO, ITEM DESCRIPTION ESTIMATED QUANTITYtNT ESTIMATED QUANTITY CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 86 2503,503 27" CP Pipe Sewer 1062 Mobilization (Watermain) $54,00 $ 56,808.00 1,052 $ 56,808.00 86 2503.603 36" CP Pipe Sewer 1770 2611 $66,50 $ 117,705,00 1,760 $ 117,040,00 87 2606.603 Construct Drainage SWcture Design 2'x3' 121 96 $500,00 $ 60,500,00 125,60 $ 62,750.00 88 2506,503 Construct Drainage Structure Design 48-4020 322 LF $425,00 $ 136,722,50 322,00 $ 136,860.00 89 2506.503 Construct Drainage Structure Design 60-4020 91 LF $565,00 $ 51,471.50 91,00 $ 61,415.00 00 2606.503 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 84-4020 26.5 LF $785,00 $ 20,802,50 26,48 $ 20,786.80 92 2506,603 Construct Drainage Structure Design H 8.8 LF $500.00 $ 4,400.00 4.00 $ 2,000.00 93 2516,604 Articulated Inleriocking Block Open Cell, Type A 1 295 1 SY 1 $60,001 $ 17,700,00 296 $ 17,700,00 Total Bid Schedule "B" $ 1,353,430,60 $ 1,346,236,70 ALTERNATE Bid Schedule "C" - Watermain EM NO, CEAM SPEC, NO, ITEM DESCRIPTION ESTIMATED QUANTITY UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 94 2021.601 Mobilization (Watermain) 0.09 LS $185,000,00 $ 16,650.00 0,09 $ 16,650,00 95 2611 Connect To Existing 16" DIP Watermaln 2 EA $1,260,00 $ 2,600.00 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 $1,900.00 $ 14,400.00 1 $ 1,600.00 98 2611 12" Butterly Valve & Box 1 EA $2,200,00 $ 2,200,00 10" HDPE DR -13,5 Forcemaln Pipe - Horizontal Directional Drilng $ 99 2611 116" 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 62 30 LF $30.00 $ 900,00 6 $ 180,00 102 2611 8" Ductile Iron Pipe CL 62 430 LF $40,00 $ 17,200,00 48 $ 1,920.00 103 2611 12" Ductile Iron Pipe CL 52 40 LF $52,00 $ 2,090,00 808 $ 104 2611 16" Ductile Iron Pipe CL 52 4092 LF $90,00 $ 245,520.00 278 $ 16,680.00 105 2611 16" Ductile Iron Pipe CL 62 (Extra Depth) 660 LF $66.00 $ 36,960,00 $1,600,00 $ $ 106 2611 4" Insulation 192 Sy $40.00 $ 7,680.00 EA $ 107 2611 Ductile Iron Fittings 7865 LB $2,60 $ 20,449.00 893 $ 2,321.80 108 2611 lTesting Watermain I 1 I L5 1 $600,00 $ 600,00 1 $ 600,00 Total Bid Schedule "C" $ 444,439.00 $ 63,761,80 ALTERNATE Bid Schedule "ID" - Sanitary Forcemaln ITEM No. CEAM SPEC. NO, ITEM DESCRIPTION ESTIMATED QUANTITY UNIT O TRA PRICE AMOUNT USED T DATE 1 EXTENSION 109 2021.601 Mobilization (Forcemaln) 0.07 LS $165,000,00 $ 12,950.00 0.07 $ 12,850.00 110 2621 Connect To Existing Forcemaln 2 EA $1,600,00 $ 3,000.00 2 $ 3,000.00 111 2621 6" HDPE DRA3.5 Forcemaln Pipe- Horizontal Directional Drillln 837 LF $48,00 $ 40,176.00 837 $ 40,176.00 112 2621 8" HDPE DR -13,5 Forcemaln Pipe 4546 LF $21,60 $ 97,739.00 920 $ 19,780,00 113 2621 10" HDPE DR -13,5 Forcemaln Pipe - Horizontal Directional Drilng 837 LF $64,00 $ 45,198.00 837 $ 45,198.00 114 2621 10"H PE DR -13.6 Forcemaln Pipe 4551 LF $24.00 $ 109,224.00 920 $ 22,080,00 115 2621 72' Diameter Air Valve Manhole Includes Combination Air Valve, Ball Valve, fittings and labor 3 EA $17,500,00 $ 52,500.00 1 $ 17,600,00 116 2621 72" Diameter Cleanout Manhole Includes all DIP pipe, fittings and labor (exterior valves paid se aralel 3 EA $19,500.00 $ 58,600.00 1 $ 19,500,00 117 2621 Forcemaln DIP Fillings 2680 LB $5.75 $ 16,410,00 808 $ 4,646.00 116 2621 Testing Forcemaln 1 LS $4,000.00 $ 4,000,00 1 $ 4,000.00 119 2611 1 8" Gate Valve & Box 6 EA $1,600,00 $ 9,600,00 2 $ 3,200.00 120 2611 10" Gale Valve & Box 6 EA $2,400.00 $ 14,400,00 2 $ 4,800.00 Total Bid Schedule "D" $ 462,667.00 $ 196,830.00 Chance Order No,1 - Street and Storm Sewer TEM NO, CEA SPEC. NO, ITEM DESCRIPTION ESTIMATED QUANTITY UNIT C TRA T PRICE CO TRA T AMOUNT ED TO DATE EXTENSION 1 1 2021.601 IMobllizatlon I0,14 LS $'186,000.001 $ 26,900,00 1 0,14 $ 26,900.00 Change Order No.1 - street and Storm Sewer $ 26,900.00 $ 26,900,00 S;\Municlpal\AOTSEGO\396\PAY ESTIMATES\OT396 PE,xlsx PE - 3 PAY ESTIMATE #7 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 -Watermain TEM NO. CEAM SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE ZOffTRA TED T AMOUNT DATE EXTENSION 2 2021.601 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 $ 6,560,00 $ 4 2611 6" Gale Valve & Box -5 EA $1,200.00 $ 6,000.00 $ 6 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 $ 38,000.00 $ - 8 2611 JHydrant -5 EA $4,200.00 $ 21,000.00) $ - 9 2611 6" Ductile Iron Pipe CL 52 -26 LF $30.00 $ 760,00 $ 10 2611 8" Ductile Iron Pipe CL 52 -382 LF $40.00 $ 16,280.00 $ 11 2611 12" Ductile Iron Pipe CL 62 -40 LF $52.00 $ 2,080.00 $ 12 2611 16" Ductile Iron Pipe CL 62 -3802 LF $60.00 $ 228,120,00 $ 13 2611 16" Ductile Iron Pipe CL 62 (Extra Depth) -660 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 26i1 ITeslIng Walermaln 0 1 LS $500.00 $ - I$ - Change Order No.1 - Watermain $ (402,442.00) $ (14,800.00) Chnnnn Order Nn.1 • Sanitary Sewer TEM CEAM UNIT ESTIMATED 1 2211.509 JAggregate Base Class 6 Mod CONTRACT IT CONTRACT SED TO NO, SPEC. NO. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT DATE EXTENSION 17 2021.501 IMobilization (Forcemaln) -0,03 LS $185,000.00 $ 6,560,00 -0.03 $ 5,660.00 18 2621 Connect To Existing Forcemaln 0 EA $1,500.00 $ $ 19 2621 8" HDPE DRA3,5 Forcemaln Pipe - Horizontal Directional LF Drilling0 $48.00 $ $ 20 2621 8" HDPE DR -13.5 Forcemaln Pipe -3644 LF $21,50 $ 78,346.00 $ 21 2621 10" HDPE DRA3.5 Forcemaln Pipe- Horizontal Directional 0 LF Drilling $54.00 $ $ 22 2621 10" HDPE DRA3,5 Forcemaln Pipe -3643 LF $24,00 $ 87,432,00 $ 23 2621 72" DlameterAir Valve Manhole _2 EA Includes Combination Air Valve, Ball Valve, fittings and labor. $17,600,00 $ 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 $ - 26 2621 Forcemain DIP Fittings -1255 LB $5.75 $ 7,216,25 $ 26 2621 Testing Forcemain o LS $4,000.00 $ $ 27 2611 8" Gale 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 $ (268,644.25) $ (6,650.00) Total Change Order No,1 $ (646,058,25) $ 5,550,00 Change Order No,2 T MnDOT N0. SPEC, NO, ITEM DESCRIPTION E T MATED QUANTITY UNIT O TRA T IT CO TRA T ED T PRiCE AMOUNT DATE EXTENSION 1 2211.509 JAggregate Base Class 6 Mod -11600 TON $12,60 $ 146,160,00 $ 2 2211.609 Aggregate Base Class 5 Mod (City Provided Reclalm Material 11600 TON $9.10 $ 105,660.00 14,830 $ 134,954.82 Change Order No.z $ (40,600,00) $ 134,954.82 Chsnna nrriar No -3 ITEM NO. MnDOT SPEC, NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT TRA T UNIT CONTRACT PRICE 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 $2.50 $ 5,600.00 2,240 $ 5,600.00 Change OrderNo.3 $ 108,140,00 $ 107,772.87 SAMuniclp0AOTSEGO\396\PAY ESTIMATES\OT396 PE.xlsx PE - 4 PAY ESTIMATE #7 CITY OF OTSEGO 65th Street and Maciver Avenue Improvements Project 17.03 S.A.P. 217-102009 and S.A.P. 217113-001 Chanan nedor Nn.4 ITEM NO. MfiI)OT SPEC, NO, ITEM DESORIPTION ESTIMATED QUANTITY UNIT PRICE AMOUNT DATE $ 1363,430.60 EXTENSION 1 2105,604 0eotextlleFebdo-rypa6 1420 Sy $3,28 $ 4,016.00 1,400 $ 4,660.00 2 2405,607 COMM011 Reavotloo(FY) (12"removed) 470 Cy $4,00 $ 1000.00 472 $ 1,660100 3 2108.807 Haul & Dispose EXcess Malarial (LV) 610 CY 2,60 1,626.00 606 $ 1,412.60 4 2211.608 3" Minus ClaarAggregale Saw Slabfta8on RDq TON $40.60 $ 43,731,11n 682,4 $ 28,641,12 6 2211,609 Aggragate apse Clava 8 aro (10" thlok) 710 TON $0.00 $ 6,800.00 LESS PAY ESTIMATE #6 $ �g_gsg, 43 8 12602.602 14" Pruoavt Cancrele HQadwell 1 EACH $400,00 $ 400,00 $ 7 2602.60$ 4' Peri PVO Pipe Drain 120 LF $6.001s 720.0 $ APPROVALS; CONTRACTOR: RL LARSON E AVATING, INC. Certification by Con rbct certify lhatall items and amounts are correot for the work completed to date, q/J �v 1 ENGINEER: NAKANSON ANDERSON CertlfiOallonbyp leer, We rgcommendpayaRntfor work and Title: ��J/ /,��9 , OWNER: CITY OF OTSEGO S;W1nIdpaIAOT8E=W0V'AY ESTIMATES101396 PE xW PE - 6 Chango0rdarNo,4 $ 68,661.00 $ 34,091,82 Bid Schedule "A" $ 3,664,376.02 $ 2,699,160,36 Bid Schedule"B" $ 1363,430.60 $1,346,236,70 Old 5ghedula%" $ 444,430,00 $ 63,761,80 Bid Schedule "D" $ 462,697.00 $ 196,830,00 Change order#1 $ (645,066,26) $ 5,650.00 Change Order #2 $ (40,600,00)„ $ 134,054.82 Change Order #3 $ 108,140,00 $ 107,772,a7 Change order #4 $ 58,561,00 $ 34,691,62 TOTAL $ 5,287,398.37 $ 4,543,255,55 Total Work Completed to Date $ 4,643,255.55 LESS 6% RETAINAGE $ 227,16276 LESS PAY ESTIMATE #1 $ 654,377,60 LESS PAY ESTIMATE #2 $1,048,32286 LESS PAY ESTIMATE #3 $ 205,349,74 LESS PAY ESTIMATE fM $ 76,332,39 LESS PAY ESTIMATE#6 .,.•. $ 633,214.32 LESS PAY ESTIMATE #6 45�r 8,k,5-. 8',b �g_gsg, 43 WE RECOMMEND PAYMENT OF: �$134g 26rg6 1�339� 670. Il APPROVALS; CONTRACTOR: RL LARSON E AVATING, INC. Certification by Con rbct certify lhatall items and amounts are correot for the work completed to date, q/J �v 1 ENGINEER: NAKANSON ANDERSON CertlfiOallonbyp leer, We rgcommendpayaRntfor work and Title: ��J/ /,��9 , OWNER: CITY OF OTSEGO S;W1nIdpaIAOT8E=W0V'AY ESTIMATES101396 PE xW PE - 6