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ITEM 3.8C Street Improvement Project 14-01 14-02
0 ots11.17 o MINNESOTA g DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Public Works City Engineer Wagner September 14, 2015 PRESENTER(s): REVIEWED BY: ITEM #: City Engineer Wagner Finance Director Flaherty 3.8C AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of payment in the amount of $445,805.94 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02 to Fehn Companies, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: This payment is being made for work completed through September 8th, 2015. Fehn Companies and their subcontractors have completed all the clearing and grubbing, bituminous removal, temporary traffic signage (on going) and approximately 95% of the road and trail subgrade preparation grading and 50% of the storm sewer for the project. This pay estimate includes payment for a portion of Supplemental Agreement #1 (excess subgrade corrections) and Minor Work Order #2 (providing stabilizing aggregate for residents access during rain). Fehn has submitted a written request for payment for the work completed to date. The Substantial Completion date of October 15th. Substantial completion includes all concrete work and paving the first two lifts of bituminous and opening the streets to traffic. SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE • Pay Estimate No. 2 • Pay Estimate No. 2 Cost Breakdown POSSIBLE MOTION Please word motion as you would like it to appear in the minutes. Motion to approve payment to Fehn Companies, Inc. in the amount of $445,805.94 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION FUNDING: BUDGETED: x YES MSAS Funds Region 7W Federal Funds o NO ACTION TAKEN ❑ APPROVED AS REQUESTED Ei DENIED oTABLED o OTHER (List changes) COMMENTS: OM MENT S. . PAY ESTIMATE #2 OWNER CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Date: September 9, 2015 Honorable Mayor & City Council City of Otsego 13400 Both Street NE Otsego, MN 55330 RE: 70th Street/CSAH 37Improvement Project SP 217-112-002 and SP 086-637-033 Contractor. Fehn Companies, Inc. Award Date: May 11, 2015 Completion Date: June 15, 2016 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced proj ect by Fehn Companies, Inc. Bid Schedule "A" ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED To DATE EXTENSION 1 2021.501 Mobilization 1.00 LS $89234.00 $ 89,234.00 0.75 $ 66,925.50 2 2041-610 Trainees 500 HOURS $1.00 $ 600.00 $ 3 2101.501 Clearing 3.2 ACRE $2,560,00 $ 8160.00 3 $ 8,160.00 4 2101.505 Grubbing 3.2 ACRE $2550.00 $ 8,160.001 3 $ 8.100.00 5 2104,501 Remove Curb & Gutter 435 LF $3.13 $ 1 361.55 $ 6 2104,501 Remove Pipe Culverts 520 LF $12.24 $ 6,364.80 302 $ 3,696.48 7 2104.506 Remove Bituminous Pavement 14548 BY $1.54 $ 22 403.92 13548 $ 20 863.92 8 2104,509 Remove Bollards. 2 EACH $750.00 $ 1,600.00 2 1 $ . 1,500.00 9 2104,509 Remove Sin 10 EACH $26.00 $ 260.00 to 1 $ 250.00 10 2104.513 Sawing Bit Pavement Full Depth) 689 LF $1.50 $ 1,033.50 $ 11 2104.521 Salvage Barbed Wire Fence 250 LF $3,00 $ 750.00 $ 12 2104.523 Salvage Casting 2 EACH $100,00 $ 200.00 $ 13 2105.601 Common Excavation P 39992 CY $4.08 $ 163,167.36 35586 $ 145,190.88 14 2105.606 Muck Excavation EV 2204 CY $4.31 $ 9 49924 2204 $ 9.499.24 15 2105.521 Granular Borrow LV 180 CY $10.66 $ 1,918.80 $ 16 2105,523 Common Borrow L 13098 CY $3.60 3 47 152.80 13098 $ 47,152.80 17 2105.535 Salua ed To soil From Stockpile LV 32622 CY $1.98 $ 54.591.56 $ 18 2105.635 Salvaged To soli in Stockpile E 4B809 CY $1.41 $ 68,820.69 43218 $ 60,937.38 19 2211.501 Aggregate Base Class 3 or4 40992 TON $6.39 $ 261,938.88 $ 20 2211.601 Aggregate Base Class 5 Mod 33142 TON $11.34 $ 375 830.28 1713 $ 19425.42 21 2221.501 Shoulder Base Aggregate Class 2 1254 TON $28.44 $ 35,663.76 $ 22 2232.501 Mill Bituminous Surface 1.6' 145 SY $5.17 $ 749,65 $ 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2.16 $ 7,479.58 $ 24 2360,501 Type SP 9.5 Wearing Course Mature 3 C 4801 TON $64.97 $ 311.920.97 $ 25 2360.501 Type SP 12-6 Wearing Course Mixture 2,8 2116 TON $58.56 $ 123,912.9B $ 26 2360.502 Type SP 12.5 Non Wear Course Mature 3,C 12745 TON $57.96 $ 738,700.20 $ 27 2411.507 Concrete Flume 11 EACH $332.00 $ 3,652.00 $ Bid Schedule "A" SAMUn1c1paM0TSEG0138813) ConsWclronlPay Estimates and CO's10T388 PE#2.xlsx PE-3 PAY ESTIMATE #2 OWNER CITY OF OTSEGO 70th Street/ SAH 37 Improvement Project S.P.217-112-002 and S.P.086-637-033 ITEM NO, MnIDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 28 2501.515 12" RC Pipe Apron 5 EACH $510.00 $ 2,550.00 $ 29 2501,516- 16" RC Pipe Apron 6 EACH $510.00 $ 3,060,00 2 $ 1,020.00 30 2501.516 18" RC Pipe Apron 5 EACH $510.00 $ 2 550.00 4 $ 2,040.00 31 2501.516 21" RC Pipe Apron 3 EACH $510.00 $ 1,530.00 1 $ 510.00 32 2501.515 24" RC Pipe Apron 6 EACH $510.00 $ 3.060.00 2 $ 1,020.00 33 2501.615 27" RC Pipe Apron 1 EACH $510.0D $ 510.00 $ 34 2501.515 30" RC Pipe Apron 1 EACH $612.D0 $ 612.00 1 $ 612.00 35 2501.615 48"RC Pie Apron 2 EACH $1,224.00 $ 2,448.00 2 1 $ 2448.00 36 2501.525 28" Span RC Pipe -Arch Apron 2 EACH $510.00 $ 1,02D.00 $ 37 2501.561 18" RC Pipe Culvert Design 3006 CL V all depths) 754 LF $30.60 $ 23 072.40 424 $ 12,974.40 38 2501.561 24" RC PIpe Culvert Design 3006 CL III all depths) i36 LF $37.00 $ 5,03200 78 $ 2,886.00 39 2601.561 48" RC Pips Culvert Design 3006 CL III fall depths) 148 LF $133.00 1 $ 19,684.00 128 $ 17,024.00 40 2601.569 15" RC Safety Apron 2 EACH $612.00 $ 1,224.00 1 $ 612.00 41 2501.569 18" RC Safety Apron 34 EACH $612.00 $ 20,808.00 20 $ 12,240.00 42 2501.569 24"RC Safety n 3 EACH $812.00 $ 1,836.00 $ 43 2501.569 30" RC Safety Apron 1 EACH $918.00 $ 918.00 1 $ 918.00 44 2501.573 Install Cufvert Marker 31 EACH $BO.00 $ 1,860.00 $ 45 2501.602 Outlet Structure 5 EACH $2,650.00 $ 12 750.00 $ 46 2501.602 Safety Grate for24" RG Apron 3 EACH $1,224.00 $ 3.672.00 $ 47 2501.602 Safety Grate for 30"RCApron 1 EACH $918.00 $ 918.00 1 $ 918.00 48 2501.602 Trash Guard for 24" Pi s Apron 6 EACH $612.00 $ 3.672.00 2 $ 1,224.00 49 2501.602 Trash Guard for 27"Pfe Apron 1 EACH $612.00 $ 612.00 $ 50 2501.602 Trash Guard for 30"Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 51 2501.602 Trash Guard for 48" Pipe Apron 2 EACH $1,224.00 $ 2,448.00 2 $ 2.448.00 52 2501.602 Trash Guard for 28"Span Apron 2 EACH $61200 $ 1,224.00 $ 53 2502.501 4" Precast Concrete Headwall 64 EACH $204.00 $ 13 056.00 $ 54 2502.541 V Peri PVC Pie Drain 2305 LF $6.12 $ 14,106.60 32 $ 195.84 55 2502.541 8" Perf PVG Pie Drain 450 LF $14.28 $ 6426.00 62 $ BB5.36 56 2503.541 28" S an RC Pipe -Arch Sewer CL Ili 108 LF $71.40 $ 7,568.40 $ 57 2503.541 12" RC PI a Sewer Design 3006 CL V all depths) 101 LF $32-64 $ 3.296.64 $ 58 2503.541 15' RC Pie Sewer Design 3006 CL V all depths) 1917 LF $34.68 $ . 66,481.55 $ 69 2603.541 18" RC Pie Sewer Design 300E CL V all depths) 620 1 LF $34.68 $ 21,501.60 $ 60 2503.541 21" RC Pipe Sewer Design 3006 CL Ill ail depths) 283 LF $36.72 $ 10 891.76 79 $ 2,900.88 61 2503.541 24" RG PI a Sewer Design 3006 CL Ill all depths) 202 LF $38.76 $ 7,829.52 $ 62 2503.541 27" RC Pie Sewer Design 3006 CL III all depths) 77 LF $45.90 $ 3,634.30 $ 63 2503.541 30" RC Pis Sewer Design 3006 CL III all depths) 419 LF $51.00 $ 21,369.00 414 $ 21.114.00 64 2506.501 Construct Drainaga Structure Design 48-4020 3B.5 LF $612.00 $ 23.562.00 26 $ 15,948.72 65 2506.501 Construct Drainage Structure Design 54-4020 13.6 LF $918.00 $ 12,484.80 8 $ 7 408.2E S:1M0nidPaM0TSEG01388U3) ConsiructtonlPay Estimates and WAOT388 PE#2.4PE•4 PAY ESTIMATE #2 OWNER CITY OF OTSEGO 70th Street(CSAH 37 Improvement Project S.P, 217-112-002 and S.P, 086-637-033 Bid Schedule "A" ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACT AMOUNT USED TO DATE EXTENSION 66 2506.501 Construct Drainage Structure Design 60.4020 12.2 LF $714.00 $ 8,710.80 4 $ 3,070.20 67 2506,501 Construct Drainatie Structure Design 66-4020 4.6 LF $816.00 $ 3,763.60 5 $ 3.769.92 68 2506,501 Construct Drainage StructureDesi H i6.6 LF $408.00 $ 6,772.80. 3 $ 1020.00 69 2506.501 Construct Drainage Structure Design N 41.9 LF 1 $408.00 $ 17,096.201 35 $ 14,271.84 70 2516,603 Articulated Interlocking Block 0 sn Cell, TypeA 319 BY $110.00 $ 35,090.00 $ 71 2621.501 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 $ 72 2531.501 Concrete Curb & Gutter Design B424 4601 LF $13.00 $ 59,813-00 $ 73 2531.501 Concrete Curb & Gutter Design B418 3698 LF $11,30 $ 41,787-40 $ 74 2531.501 Concrete Curb & Gutter Design S518 444 LP $15.38 $ 6,828.72 $ 75 2631.607 6" Concrete Driveway Pavement 535 BY $39.72 $ 21 250.20 $ 76 2531.618 Truncated Domes 48 SF $36.72 $ 1,762.56 $ 77 254D.602 Install Mall Box Support 12 EACH $143.00 $ 1,71B.00 $ 78 2645.504 Electric LI ht S stem 1 LS $73,909.00 $ 73,909.00 $ 79 2563.601 Traffic Control 1 LS $7,548.00 $ 7,548,00 1 $ 3,774.00 80 2564.531 Sin Panels, Ty e C 334 SF $33.15 $ 11,072.10 $ 81 2573,502 Silt Fence, Type MS 22650 LF $2.34 $ 53, 001.00 21068 $ 49 276.72 82 2673.530 Storm Drain Inlet Protection 53 EACH $153.00 S 8,109.00 $ 83 2573.533 Sediment Control Log Type Straw 640 LF $2.04 $ 1,305.60 468 $ 954.72 84 2573.535 Stabilized Construction Exit 1 LS $i,500.00 $ 1,500.()0 1 $ 990.00 85 2574.508 Fertilizer Type 1 8150 LBS $0.77 $ 6275.50 $ 85 2575.501 Seeding 16.3 ACRE $102.00 $ 1,662.60 $ 87 1 2575.602 Seeding Mixture .-25-141 786 LBS $4.08 $ 3.206.88 $ 88 2575.502 Seeding Mixture - 26-151 330 LBS $3.28 $ 1,076-80 $ 89 - 2575.51t Mulch Material Type1-- - - -33-• - - TON- - $153.00 $ 5,049.00- $ - - - 90 2575.623 Erasion Control Blanket- Category 2 10249 BY $1.22 $ 12 503.78 $ 91 25BO.601 Interim Pavement Marking - Paint 1 L$ $8 740.00 $ $740.00 $ 92 2582.501 Pavement Message Left Arrow - Paint 10 EACH $71.40 $ 714,00 $ 93 2582-501 Pavement Message Right Arrow -Paint 6 EACH $71.40 $ 428.40 $ 94 2582.601 Pavement Messa a(Thru Arrow) - Paint 9 EACH $71.40 $ 642.60 $ 95 2552.501 Pavement Message Yield -Paint 3 EACH $112.20 $ 33B.60 $ 96 2582.602 4" Solid Line White - Paint 24500 LF $0.09 $ 2,205.00 $ 97 2582502 8" Solid Line White - Paint 238 LF $0.09 $ 21.24 $ 98 2582.502 8" Dotted Line White - Paint 171 LF 41.53 $ 261.63 $ 99 2682.502 12"Sto p Line White - Paint 56 LF $2.65 $ 142.80 $ 100 2582.502 4" Solid Line Yellow- Paint 1501 LF $0.09 $ 135.09 $ 101 2582.502 24" Solid Line Yellow- Paint 547 LF $2.45 $ 1,340.16 $ 102 2582.502 4" Double Solid Line Yellow- Paint 13370 LF $0.17 $ 2,272.90 $ S:%Munldpal1A0T5EG0t3881(3) ConslrucHonWay Esfimates and CO's10T388 PM.xlsx PE-5 PAY ESTIMATE #2 CITY OF OTSEGO 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Bid Schedule "A" OWNER ITEM NO. Mn/DOT SPEC. NO. I ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I EXTENSION 103 1 2582.603 Pavement Marking Special -Paint 61 1 LF 1 $4.59 $ 279.99 $ Total Bid Schedule "A" $ 3,122,398.24 $ 676,857.48 Chance Order No. 1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2104.505 Addl9onat Bituminous Pavement Removed 791 CY $10.08 $ 7,97328 791 $ 7,973.28 2 2021.501 Mobilization 3 EACH $412-50 $ 1237.5D 3 $ 1237.50 3 Relocate Special Sin 2 EACH $605.00 $ 1,210.00 $ Signs Installed on 6123115 4 2553.601 48" Road Closed Ahead 85 PER DAY $0.75 $ 63J5 77 $ 57.75 5 2663.601 48" Detour Ahead 85 PER DAY $0.75 $ 63.75 77 $ 57.75 6 2563.601 (8) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each $0.16SF/Da +$0.47su ort/da 85 PER DAY $16.82 $ 1,429.70 77 $ 1,295.14 7 2583.601 3 Type Iff Barricades $1.53//Each/Da 85 PER DAY $4.69 $ 390.15 77 $ 353.43 8 2563.601 6 T A Flasher $0.25/lEach/Da 85 PER DAY $1.50 $ 127.60 77 $ 115.60 9 2563.601 (4) 30" Road Closed Milos Ahead Sign (12.6 SF/Each $0.16 SF/Da 85 PER DAY $8.00 $ 680.00 77 $ 616.00 10 2563.601 2 48" x 18" Detour Sin 6 SF/Each $0.16 SF/Da 85 PER DAY $1.92 $ 16320 77 $ 14TS4 Signs Installed an 6/3WIS 11 2563.601 (9] Detour Guidance Assemblies+Portable Supports (10.2 SF1Each $0.16 SF/Da + $0.47 su ort/da 78 PER DAY $18.92 $ 1,475.76 1 70 1 $ 1,324.40 Signs Installed on 112115 12 2563.601 2 48" Road Closed Sin $0.75 per sign/day) 75 PER DAY $1.60 $ 112.50 68 $ 102.00 13 2563.601 3 48" Detour Ahead Sin $0,75 per si /da 75 PER DAY $2.25 $ 168.75 68 $ 153.00 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports 10.2 SF/Each ft $0.16 SF/Da +$0.47 support/day) 75 PER DAY $39.94 $ 2,995.60 68 $ 2,715.92 15 2563.601 (2) Special 84" x 48" Signs 128 SF/Each @ $38.59 SF) 56 SF $38.59 $ 2,16i.D4 56 $ 2,161.04 Total Change Order No. 1 $ 20,262.39 $ 18,310.55 Minor Work Order No_ 1 -LED Livhtina ITEM NO, SPEC NO, ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USEDTO DATE EXTENSION 1 2545.501 Electric Light System -1 LS $73,909.00 $ 73 909.00 $ 2 2545.501 Electric Light System 1 LS 1 $75,830.38 $ 75,830.38 $ Total Minor Work Order No. 1 $ 1,921.38 $ Supplemental Aureement No.1 ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2105.605 Muck Excavation 26635 CY $4.31 $ 114.801.16 36689 $ 158,129.59 2 2105.522 Select Granular Borrow LV 9500 CY $10.44 $ 99.180.00 8340 $ 87,059.60 3 2i05.523 Common Borrow LV 14894 CY $3.60 $ $3,618.40 24328 $ 87580.80 4 1 2105,604 lGeotextile, Fabric Type 5 1 1600 SY 1 $4:50 1 $ 7,20{100 1 1$ Total Supplemental Agreement No. 1 $ 274,199.56 $ 332,779.99 S1MunidpaMOTSEG013881(3) ConstrudionlPsy Estimates and CO's%OT388 PE#2.x1sx PE-6 PAY ESTIMATE #2 CITY OF OTSEGO 70th StreetICSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 Minor W.A, r1r` —Nd 9 _ R—H Rfahili—ff— OWNER ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENS10N 1 2211.501 lAggregate Base Class 5 Mod 1500 TON $11.34 $ 17 010.00 1233 $ 13,982.22 2 2451.609 Crushed Rock V'Reo cle 300 TON 338.93 $ 11,679.00 234 $ 9109.62 Bid Schedule "R' Change Order No. 1 Minor Work Order No. 1 Supplem ental Agreem ent No. 1 Mindor Work Order No. 2 TOTAL TOTAL WORK COMPLETED TO DATE LESS 5% RETAINAGE: LESS PAY ESTIMATE NO,1 WE RECOMMEND PAYMENT OF: APPROVALS: CONTRACTOR: FEHN CONTR ( Certi c t ra Signed: C Title:P ENGINEER: HAKANSOXANDER Certifca y Engine Signed:... Title: We z*Vct OWNER: CITY OF OTSEGO Total Change Order No, 2 $ 28,688.00 $ 23,091.84 $ 3,122,398.24 $ 20,262,38 $ 576,067.48 $ 18,310.65 $ 1,921.38 $ $ 274,799.56 $ 332,779.99 $ 28,689.00 $ 23,091.84 $ 3,448,060.66 $ 961,039.86 $ 47,551.99 $ 457,681.93 $ 445,805,94 3, INC. that all items and amounts are correcttor the work completed to date. ASSOCIATES, INC. mend RA*4;R tla, work and quantities as shown. S,.Wunicfpa1tA0T8EG013881(3) CamtructtonlPay Estimates and CUAOT388 PE#2.xtsx PE-7 PAY ESTIMATE #2 - COST BREAKDOWN S.P.217-112-002 & S.P.086-637-033 70TH STREET NE/CSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY Item No. f Description Unit Unit Price S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 1 Mobilization LS $89 234.00 0.46 $ 41 047.64 0.03 $ 2,677.02 0.49 $ 43 724.66 0.25 $ 22 308.50 0.01 $ 892.34 0.26 $ 23 200.84 0.75 $66,925.50 2 d46 Trainees HR $1.00 $ - $ - 0 $ - $ - $ - 0 $ - 0 $0.00 3 1 ClearingACRE $2,550.00 2.0 $ 5,100.00 $ - 2.0 $ 5,100.00 1.2 $ 3,060.00 $ - 1.2 $ 3,060.00 3.2 $8,160.00 4 6 GrubbingACRE $2,550.00 2.0 $ 5,100.00 $ - 2.0 $ 5,100.00 1.2 $ 3,060.00 $ - 1.2 $ 3,060.00 3.2 $8 160.00 5 1 Remove Curb & Gutter LF $3.13 $ - $ - 0 $ - $ - $ 0 $ - 0 $0.00 6 1 Remove Pi e Culverts LF $12.24 151 $ 1848.24 $ 151 $ 1 848.24 151 $ 1848.24 $ 151 $ 1 848.24 302 $3,696.48 7 5 Remove Bituminous Pavement SY $1.54 $ $ 0 $ 13548 $ 20863.92 $ - 13548 $ 20863.92 13548 $20863.92 8 .9 Remove Bollards EACH $750.00 $ $ 0 $ 2 $ 1,500.00 $ 2 $ 1,500.00 2 $1 500.00 9 2104.509 Remove Sin EACH $26.00 2 $ 52.00 $ 2 $ 52.00 8 $ 208.00 $ - 8 $ 208.00 10 $260.00 10 2104.513 Sawin Bit Pavement Full Depth) LF $1.50 $ $ 0 $ $ - $ - 0 $ - 0 $0.00 11 2104.521 Salvage Barbed Wire Fence LF $3.00 $ $ 0 $ $ - $ - 0 $ - 0 $0.00 12 2104.523 Salva a CastingEACH $100.00 $ - $ 0 $ $ - $ - 0 $ - 0 $0.00 13 2105.501 Common Excavation P CY $4.08 20,000 $ 81,600.00 $ 20,000 $ 81,600.00 15,586 $ 63,590.88 $ - 15,586 $ 63,590.88 35,58E $145,190.88 14 2105.505 Muck Excavation E CY $4.31 491 $ 2,116.21 $ 491 $ 2,116.21 1,713 $ 7,383.03 $ - 1,713 $ 7,383.03 2,204 $9 499.24 15 2105.521 Granular Borrow L CY $10.66 $ - $ - 0 $ - $ - $ - 0 $ - 0 $0.00 16 2105.523 Common Borrow LV CY $3.60 11,055 $ 39,798.00 $ 11,055 $ 39,798.00 2,043 $ 7,354.80 $ - 2,043 $ 7,354.80 13,098 $47,152.80 17 2105.535 Salvaged Topsoil From Stockpile L CY $1.98 $ - $ 0 $ - $ - $ - 0 $ - 0 $0.00 18 2105.535 Salvaged Topsoil in Stockpile EV CY $1.41 30,000 $ 42 300.00 $ - 30,000 $ 42 300.00 13,218 $ 18 637.38 $ - 13,218 $ 18,637.38 43,218 $60 937.38 19 2211.501 Aggregate Base Class 3 or 4 TON $6.39 $ - $ - 0 $ - $ - $ - 0 $ - 0 $0.00 20 2211.501 Aggregate Base Class 5 Mod TON $11.34 1,713 $ 19 425.42 $ - 1,713 $ 19 425.42 $ $ - 0 $ 1,713 $19 425.42 21 2221.501 Shoulder Base Aggregate Class 2 TON $28.44 $ - $ 0 $ - $ $ - 0 $ 0 $0.00 22 2232.501 Mill Bituminous Surface 1.5" SY $5.17 $ $ 0 $ - $ $ - 0 $ 0 $0.00 23 2357.502 Bituminous Material For Tack Coat GAL $2.18 $ $ 0 $ - $ $ 0 $ 0 $0.00 24 2360.501 Type SP 9.5 Wearing Course Mixture 3 C TON $64.97 $ $ 0 $ - $ - $ - 0 $ - 0 $0.00 25 2360.501 Type SP 12.5 Wearing Course Mixture 2 B TON $58.56 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 26 2360.502 Tvpe SP 12.5 Non Wear Course Mixture 3 C TON $57.96 $ $ 0 $ - $ $ - 0 $ 0 $0.00 27 2411.507 Concrete Flume EACH $332.00 $ $ - 0 $ - $ $ - 0 $ 0 $0.00 28 2501.515 12" RC Pipe Apron EACH $510.00 $ $ 0 $ - $ $ - 0 $ 0 $0.00 29 2501.515 15" RC Pipe Aron EACH $510.00 $ $ 0 $ - $ - 2 $ 1,020.00 2 1 $ 1,020.00 2 $1 020.00 30 2501.515 18" RC Pipe Apron EACH $510.00 $ $ 0 $ - $ - 4 $ 2,040.00 4 $ 2,040.00 4 $2 040.00 31 2501.515 21 "RC Pipe Apron EACH $510.00 $ $ 0 $ - $ - 1 $ 510.00 1 $ 510.00 1 $510.00 32 2501.515 24" RC Pipe Aron EACH $510.00 $ - $ 0 $ - $ - 2 $ 1,020.00 2 $ 1,020.00 2 $1 020.00 33 2501.515 27" RC Pipe Apron EACH $510.00 $ $ 0 $ - $ - $ - 0 $ - 0 $0.00 34 2501.515 30" RC Pipe Apron EACH $612.00 $ $ 0 $ - $ 1 $ 612.00 1 $ 612.00 1 $612.00 35 2501.615 48" RC Pipe Apron EACH $1 224.00 $ 2 $ 2,448.00 2 $ 2,448.00 $ $ - 0 $ - 2 $2 448.00 36 2501.525 28" Span RC Pipe -Arch Apron EACH $510.00 $ $ - 0 $ - $ $ - 0 $ - 0 $0.00 37 2501.561 18" RC Pipe Culvert Design 3006 CL V all depths) LF $30.60 $ - 16 $ 489.60 16 $ 489.60 $ 408 $ 12 484.80 408 $ 12 484.80 424 $12 974.40 38 2501.561 24" RC Pipe Culvert Design 3006 CL III all depths) LF $37.00 $ - $ - 0 $ - $ 78 $ 2,886.00 78 $ 2,886.00 78 $2 886.00 39 2501.561 48" RC Pipe Culvert Design 3006 CL III all depths) LF $133.00 $ - 128 $ 17 024.00 128 $ 17,024.00 $ $ - 0 $ - 128 $17,024.00 40 2501.569 15" RC Safety Apron EACH $612.00 $ $ - 0 $ - $ 1 $ 612.00 1 $ 612.00 1 $612.00 41 2501.569 18" RC Safety Apron EACH $612.00 $ - 2 $ 1,224.00 2 $ 1,224.00. $ - 18 $ 11 016.00 18 $ 11 016.00 20 $12 240.00 42 2501.569 24" RC Safety Apron EACH $612.00 $ $ - 0 $ $ - $ - 0 $ - 0 $0.00 43 2501.569 30" RC Safety Apron EACH $918.00 $ $ 0 $ $ - 1 $ 918.00 1 $ 918.00 1 $918.00 44 2501.573 Install Culvert Marker EACH $60.00 $ $ 0 $ $ - $ 0 $ - 0 $0.00 45 2501.602 Outlet Structure EACH $2,550.00 $ $ 0 $ $ - $ - 0 $ 0 $0.00 46 2501.602 Safety Grate for 24" RCApron EACH $1 224.00 $ $ 0 $ $ - $ - 0 $ - 0 $0.00 47 2501.602 Safety Grate for 30" RC Apron EACH $918.00 $ $ 0 $ $ - 1 $ 918.00 1 $ 918.00 1 $918.00 48 2501.602 Trash Guard for 24" Pipe Aron EACH $612.00 $ $ 0 $ $ - 2 $ 1,224.00 2 $ 1,224.00 2 $1,224.00 49 2501.602 Trash Guard for 27" Pipe Apron EACH $612.00 $ $ 0 $ $ $ - 0 $ - 0 $0.00 50 2501.602 Trash Guard for 30" Pipe Apron EACH $612.00 $ $ 0 $ $ 1 $ 612.00 1 $ 612.00 1 $612.00 51 2501.602 Trash Guard for 48" Pipe Apron EACH $1 224.00 $ 2 $ 2,448.00 2 $ 2,448.00 $ $ 0 $ - 2 $2,448.00 52 2501.602 Trash Guard for 28" Span Apron EACH $612.00 $ $ - 0 $ - $ $ - 0 $ - 0 $0.00 53 2502.501 4" Precast Concrete Headwall EACH $204.00 $ $ 0 $ - $ $ - 0 $ - 0 $0.00 54 2502.541 4" Perf PVC Pipe Drain LF $6.12 $ $ 0 $ - 32 $ 195.84 $ - 32 $ 195.84 32 $195.84 55 2502.541 8" Pert PVC Pipe Drain LF $14.28 62 $ 885.36 $ 62 $ 885.36 $ - $ - 0 $ - 62 $885.36 56 2503.541 28" Span RC Pipe -Arch Sewer CL III LF $71.40 $ - $ 0 $ - $ - $ - 0 $ 0 $0.00 57 2503.541 12" RC Pipe Sewer Design 3006 CL V all depths) LF $32.64 $ - $ 0 $ - $ - $ - 0 $ 0 $0.00 58 2503.541 15" RC Pipe Sewer Design 3006 CL V all depths) LF $34.68 1 $ - $ 0 $ - $ $ - 0 $ 0 $0.00 2503.541 18" RC Pi a Sewer Desi n 3006 CL V all de the LF $34.68 $ - $ - 0 $ - $ - $ - 0 $ - 0 $0.00 2503.541 21" RC Pi a Sewer Desi n 3006 CL III all de the LF $36.72 $ $ 0 $ - $ 79 $ 2,900.88 79 $ 2 900.88 79 $2,900.88 F62 2503.541 24" RC Pi a Sewer Desi n 3006 CL III all de the LF $38.76 $ -$ 0 $ - $ - $ - 0 $ - 0 $0.00 2503.541 27" RC Pipe Sewer Design 3006 CL III all de the LF $45.90 $ - $ - 0 $ $ - $ - 0 $ - 0 $0.00 2503.541 30" RC Pipe Sewer Design 3006 CL III all de the LF $51.00 $ $ - 0 $ $ 414 $ 21,114.00 414 $ 21.114.00 414 $21,114.00 Item No. f Description Unit Unit Price S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 64 1 Construct Drainage Structure Design 48-4020 LF $612.00 $ 14.56 $ 8,910.72 14.56 $ 8,910.72 $ - 11.50 $ 7,038.00 11.50 $ 7,038.00 26.06 $15 948.72 65 1 d2521.501 Construct Drainage Structure Design 54-4020 LF $918.00 $ $ - 0.00 $ - $ - 8.07 $ 7,408.26 8.07 $ 7,408.26 8.07 $7 408.26 66 1 Construct Drainage Structure Design 60-4020 LF $714.00 $ - 4.30 $ 3,070.20 4.30 $ 3,070.20 $ $ 0.00 $ - 4.30 $3 070.20 67 1 Construct Drainage Structure Design 66-4020 LF $816.00 $ $ - 0.00 $ - $ 4.62 $ 3,769.92 4.62 $ 3,769.92 4.62 $3 769.92 68 1 Construct Drainage Structure Design H LF $408.00 $ $ - 0.00 $ - $ 2.50 $ 1,020.00 2.50 $ 1,020.00 2.50 $1,020.00 69 1 Construct Drainage Structure Design N LF $408.00 $ 8.49 $ 3,463.92 8.49 $ 3,463.92 $ - 26.49 $ 10 807.92 26.49 $ 10 807.92 34.98 $14 271.84 70 Articulated InterlockingBlock Open Cell Type A SY $110.00 $ $ - 0 $ - $ $ - 0 $ - 0 $0.00 71 1 4" Concrete Walk SF $3.11 $ $ - 0 $ - $ - $ 0 $ - 0 $0.00 72 2531.501 Concrete Curb & Gutter Design B424 LF $13.00 $ $ 0 $ - $ $ 0 $ - 0 $0.00 73 2531.501 Concrete Curb & Gutter Design B418 LF $11.30 $ $ 0 $ - $ $ 0 $ - 0 $0.00 74 2531.501 Concrete Curb & Gutter Design S518 LF $15.38 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 75 2531.507 6" Concrete Driveway Pavement SY $39.72 $ - $ - 0 $ - $ $ 0 $ - 0 $0.00 76 2531.618 Truncated Domes SF $36.72 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 77 2540.602 Install Mail Box Support EACH $143.00 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 78 2545.501 Electric Light System LS $73,909.00 $ $ 0.00 $ - $ - $ 0.00 $ - 0.00 $0.00 79 2563.601 Traffic Control LS $7 548.00 0.33 $ 2,490.84 $ 0.33 $ 2,490.84 0.17 $ 1,283.16 $ 0.17 $ 1,283.16 0.50 $3 774.00 80 2564.531 Sign Panels Type C SF $33.15 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 81 2573.502 Silt Fence, Type MS LF $2.34 14,888 $ 34 837.92 $ - 14,888 $ 34,837.92 6,170 $ 14,437.80 $ 6,170 $ 14,437.80 21,058 $49,275.72 82 2573.630 Storm Drain Inlet Protection EACH $153.00 $ - $ 0 $ - $ - $ 0 $ - 0 $0.00 83 2573.533 Sediment Control Log Type Straw LF $2.04 468 1 $ 954.72 $ - 468 $ 954.72 $ - $ 0 $ - 468 $954.72 84 2573.535 Stabilized Construction Exit LS $1 500.00 0.33 $ 495.00 $ 0 $ 495.00 0.33 $ 495.00 $ 0 $ 495.00 0.7 $990.00 85 2574.508 Fertilizer Type 1 LBS $0.77 $ - $ 0 $ - $ - $ 0 $ - 0 $0.00 86 2575.501 Seeding ACRE $102.00 $ $ - 0.0 $ - $ $ 0.0 $ 0.0 $0.00 87 2575.502 Seeding Mixture - 25-141 LBS $4.08 $ $ 0 $ - $ - $ 0 $ 0 $0.00 88 2575.502 Seeding Mixture - 25-151 LBS $3.26 $ $ 0 $ - $ - $ - 0 $ - 0 $0.00 89 2575.511 Mulch Material Type 1 TON $153.00 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 90 2575.523 Erosion Control Blanket - Category 2 SY $1.22 $ $ 0 $ - $ - $ 0 $ - 0 $0.00 91 2580.601 Interim Pavement Markin - Paint LS $8 740.00 $ $ 0.00 $ - $ $ - 0.00 $ - 0.00 $0.00 92 2582.501 Pavement Message Left Arrow - Paint EACH $71.40 $ - $ 0 $ - $ $ 0 $ - 0 $0.00 93 2582.501 Pavement Message (Right Arrow - Paint EACH $71.40 $ - $ 0 $ - $ $ 0 $ - 0 $0.00 94 2582.501 Pavement Message Thru Arrow - Paint EACH $71.40 $ $ 0 $ - $ $ 0 $ - 0 $0.00 95 2582.501 Pavement Message(Yield) - Paint EACH $112.20 $ $ 0 $ - $ $ - 0 $ - 0 $0.00 96 2582.502 4" Solid Line White - Paint LF $0.09 $ $ 0 $ - $ - $ - 0 $ - 0 $0.00 97 2582.502 8" Solid Line White - Paint LF $0.09 $ $ 0 $ - $ $ - 0 $ - 0 $0.00 98 2582.502 8" Dotted Line White - Paint LF $1.53 $ $ 0 $ - $ - $ - 0 $ - 0 $0.00 99 2582.502 12" Stop Line White - Paint LF $2.55 $ $ 0 $ - $ $ - 0 $ - 0 $0.00 100 2582.502 4" Solid Line Yellow - Paint LF $0.09 $ $ 0 $ - $ $ - 0 $ - 0 $0.00 101 2582.502 24" Solid Line Yellow - Paint LF $2.45 $ $ - 0 $ $ $ 0 $ - 0 $0.00 102 2582.502 4" Double Solid Line Yellow - Paint LF $0.17 $ $ 0 $ $ $ - 0 $ - 0 $0.00 103 2582.603 Pavement Marking Special - Paint LF $4.59 $ $ 0 $ $ $ - 0 $ - f o neI1 C7 0 $0.00 CG'fC 4G7 AG total - Bid Schedule "A i,. a - nnT Douce 278,05i.35 1, 41,/55.46 y )1 V,000.0I Y ivv,A4u- .p w,v< * < I Item No. Sec. Ref Descri tion Unit S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price 7to ast Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Usedto Date Cost Extension Usedto Date Cost Extension "Used to Date" Extension Cost Extension 1 2104.505 Additional Bituminous Pavement Removed CY $10.08 $ $ 0 $ 791 $ 7,973.28 $ 791 $ 7,973.28 791 $7,973.28 2 2021.501 iMobilization EACH $412.50 $ $ 0 $ 3.00 $ 1237.50 $ 3.00 $ 1237.50 3.00 $1,237.50 3 Relocate Special Sign EACH $605.00 $ $ 0 $ $ $ 0 It 0 $0.00 Si ns Installed on 6123115 4 2563.601 48" Road Closed Ahead PER DAY $0.75 $ - $ 0 $ - 77 $ 57.75 $ - 77.00 $ 57.75 77.00 $57.75 5 2563.601 48" Detour Ahead PER DAY $0.75 $ - $ 0 $ - 77 $ 57.75 $ 77.00 $ 57.75 77.00 $57.75 6 2563.601 (8) Detour Guidance Assemblies + Portable Supports 10.2 SF/Each $0.16 SF/Da + $0.47 support/day) PER DAY $16.82 $ - $ 0 $ 77 $ 1,295.14 $ 77.00 $ 1,295.14 77.00 $1,295.14 7 2563.601 3) pe III Barricades $1.53//Each/Da PER DAY $4.59 $ - $ 0 $ 77 $ 353.43 $ 77.00 $ 353.43 77.00 $353.43 8 2563.601 6 Type A Flasher $0.25HEach/Da PER DAY $1.50 $ $ 0 $ 77 $ 115.50 $ 77.00 $ 115.50 77.00 $115.50 9 2563.601 (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each $0.16 SF/Da PER DAY $8.00 $ $ 0 $ 77 $ 616.00 $ 77.00 $ 616.00 77.00 $616.00 10 r, 0 2563.601 (2) 48" x 18" Detour Sign (6 SF/Each @ $0.16 SF/Da PER DAY $1.92 $ $ - 0 $ 77 $ 147.84 1 $ 77.00 1 $ 147.84 77.00 1 $147.84 S.P. 217-112-002 S.P. 086-637-033 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL "Used to "Used to Item Used to Used to Cost Date" Cost Used toF Cost Used to Cost Date" Cost Total Used to Total "Used to No. Sec. Ref Description Unit Unit Price Date Cost Extension Date Extension Extension Extension Date tension Date Extension Extension Extension Date Date" Extension Signs Installed on 6130115 (9) Detour Guidance Assemblies + Portable Supports 1 1 11 2563.601 10.2 SF/Each @ $0.16 SF/Da + $0.47 support/day) PER DAY $18.92 $ $ 0 $ 70 $ 1,324.401 $ 70 $ 1,324.401 70 $1 324.40 Signs Installed on 712/95 12 2563.601 2 48" Road Closed Sin $0.75 per sign/day) PER DAY $1.50 $ $ 0 $ 68 $ 102.00 $ - 68.00 $ 102.00 68.00 $102.00 13 2563.601 3 48" Detour Ahead Sin $0.75 persign/day) PER DAY $2.25 $ $ 0 $ 68 $ 153.00 $ - 68.00 $ 153.00 68.00 $153.00 (19) Detour Guidance Assemblies + Portable 14 2563.601 Supports (10.2 SF/Each @ $0.16 SF/Day +$0.47 su orUda PER DAY $39.94 $ $ 0 $ - 68 $ 2,715.92 $ - 68.00 $ 2,715.92 68.00 $2 715.92 (2) Special 84" x 48" Signs (28 SF/Each @ $38.59 15 2563.601 SF) SF $38.59 $ $ 0 $ - 56 $ 2,161.04 $ 56.00 $ 2,161.04 56.00 $2,161.04 Total - Change Order No. 1 $ $ - $ $ 18,310.65 $ $ 18,310.55 $18,310.55 Item No. Sec. Ref Descri tion Unit S.P.217-112-002 S.P.086-637-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price U7to ost Extension Usedto Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Usedto Date Cost Extension "Used to Date" Extension Cost Extension 1 2545.501 Electric Light Sy stem LS $73 909.00 $ $ 0 $ $ $ 0 $ 0 $0.00 2 1 2645.601 Electric Light System LS $75,830.38 $ $ 0 $ $ $ 0 $ 0 1 $0.00 Total - Minor Work Order No. T $ $ $ $ $ $ $ Item No. Sec. Ref Description Unit S.P. 217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 2105.505 Muck Excavation E CY $4.31 22,547 $ 97,177.57 $ 22,547 $ 97 177.57 14,142 $ 60 952.02 $ - 14 142.00 $ 60,952.02 36,689.00 $158 129.59 2105.522 Select Granular Borrow L CY $10.44 $ $ 0 $ 8 340 $ 87 069.60 $ - 83 $ 87,069.60 8 340.00 $87,069.60 r-4 2105.523 Common Borrow L CY $3.60 14 674 $ 52,826.40 $ 14,674 $ 52 826.40 9 654 $ 34,754.40 $ - 9 654.00 $ 34,754.40 24,328.00 $87,580.80 2105.604 Geotextile Fabric Type 5 SY $4.50 $ $ 0 $ - $ - $ 0.00 $ 0.00 $0.00 Total- Supplemental Agreement No. 1 $ 15u,uu3.y/ $ - 10u,uus.yi Ioz,rr0.uc a Iac,It0.UA a.aa AA:.,... IRI-1. t•I.A- Ali. 7 Item No. Sec. Ref Description Unit S.P.217-112-002 S.P. 086-637-033 Total Used to Date Total "Used to Date" Extension Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL Unit Price UD7ateCost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension Used to Date Cost Extension Used to Date Cost Extension "Used to Date" Extension Cost Extension 1 2211.501 Aggregate Base Class 5 Mod TON $11.34 866 $ 9,820.44 $ 866 $ 91820.44. 367 $ 4,161.78 $ 367 $ 4 161.78 1 233 $13,982.22 2 2451.609 Crushed Rock 3" Rec cle TON $38.93 164 $ 6 384.52 $ - 150 $ 5 839.50 70 $ 2,725.10 $ 70.00 $ 2,725.10 234.00 $9,109.62 Total - Minor Work Order No. 2 $ 15,Zu4.`1b a - a 1 a,00asv 1� 0,000.00 - - -- �p .,0oo.0. a -,oa I.o•