Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
4.3 SR 01-21-2025
The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Request for Action To City Council Item Number 4.3 Meeting Date January 21, 2025 Prepared By Ryan Sandhoefner, Engineering Project Manager Item Description Pay Estimates Reviewed by Justin Femrite Lori Stich Joe Stremcha Cal Portner Tina Allard Action Requested Approve, by motion, the pay estimates detailed below. Background/Discussion The following pay estimates have been reviewed and found to be accurate and in accordance with approved contracts. Financial Impact Project Pay Estimate # Contractor Amount 2023 Street Improvement Project 11 - Final North Valley Inc. $57,848.66 Rivers Edge Renovations 1 Vada Contracting, LLC $156,332.95 Mission/Policy/Goal Responsible for every dollar - good stewards. Attachments 1. Pay Estimate 11 - North Valley Inc. 2. Pay Estimate 1 - Vada Contracting, LLC Page 45 of 155 Chief 1-13-25 Justin Femrite Code: 401-4-8080-4530 Page 46 of 155 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Contractor's Project No.: Agency's Project No.: 11 From 12/05/24 to 12/16/24 Application Date: A C D E F F1 F2 G H I J K Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) 1 1.00 LUMP SUM 190,171.88 190,171.88 1.00 190,171.88 1.00 190,171.88 190,171.88 100% 2 7.00 TREE 321.26 2,248.82 10.00 3,212.60 10.00 3,212.60 3,212.60 143% 3 7.00 TREE 107.09 749.63 10.00 1,070.90 10.00 1,070.90 1,070.90 143% 4 9.00 EACH 374.81 3,373.29 8.00 2,998.48 8.00 2,998.48 2,998.48 89% 5 11.00 EACH 428.35 4,711.85 10.00 4,283.50 10.00 4,283.50 4,283.50 91% 6 14.00 EACH 26.77 374.78 33.00 883.41 33.00 883.41 883.41 236% 7 2,072.00 LIN FT 7.29 15,104.88 2,371.00 17,284.59 2,371.00 17,284.59 17,284.59 114% 8 9,850.00 LIN FT 1.07 10,539.50 1,585.00 1,695.95 1,585.00 1,695.95 1,695.95 16% 9 150.00 LIN FT 21.42 3,213.00 173.00 3,705.66 173.00 3,705.66 3,705.66 115% 10 4,491.00 LIN FT 3.21 14,416.11 4,578.00 14,695.38 4,578.00 14,695.38 14,695.38 102% 11 5,276.00 SQ FT 1.51 7,966.76 11,422.00 17,247.22 11,422.00 17,247.22 17,247.22 216% 12 2.00 EACH 535.44 1,070.88 - - - - - 13 11.00 EACH 481.90 5,300.90 11.00 5,300.90 11.00 5,300.90 5,300.90 100% 14 117.00 EACH 139.21 16,287.57 47.00 6,542.87 47.00 6,542.87 6,542.87 40% 15 105.00 LIN FT 107.09 11,244.45 105.00 11,244.45 105.00 11,244.45 11,244.45 100% 16 35.00 EACH 160.63 5,622.05 16.00 2,570.08 16.00 2,570.08 2,570.08 46% 17 40.00 LIN FT 53.54 2,141.60 45.26 2,423.22 45.26 2,423.22 2,423.22 113% 18 1.00 EACH 2,891.38 2,891.38 1.00 2,891.38 1.00 2,891.38 2,891.38 100% 19 9,962.00 CU YD 27.83 277,242.46 9,962.00 277,242.46 9,962.00 277,242.46 277,242.46 100% 20 800.00 CU YD 27.83 22,264.00 394.00 10,965.02 394.00 10,965.02 10,965.02 49% 21 457.00 CU YD 21.42 9,788.94 458.00 9,810.36 458.00 9,810.36 9,810.36 100% 22 10.00 HOURS 535.44 5,354.40 - - - - - 23 800.00 CU YD 23.38 18,704.00 387.00 9,048.06 387.00 9,048.06 9,048.06 48% 24 4,022.00 CU YD 13.21 53,130.62 7,200.00 95,112.00 7,200.00 95,112.00 95,112.00 179% 25 30.00 CU YD 67.47 2,024.10 14.00 944.58 14.00 944.58 944.58 47% 26 55.00 CU YD 128.51 7,068.05 45.50 5,847.21 45.50 5,847.21 5,847.21 83% 27 28,159.00 SQ YD 1.30 36,606.70 39,816.00 51,760.80 39,816.00 51,760.80 51,760.80 141% 28 875.00 SQ YD 33.89 29,653.75 1,577.40 53,458.09 1,577.40 53,458.09 53,458.09 180% 29 11,996.00 SQ YD 31.33 375,834.68 8,862.00 277,646.46 8,862.00 277,646.46 277,646.46 74% 30 168,680.00 LIN FT 0.54 91,087.20 152,110.00 82,139.40 152,110.00 82,139.40 82,139.40 90% 31 11,406.00 SQ YD 1.38 15,740.28 11,318.00 15,618.84 11,318.00 15,618.84 15,618.84 99% 32 26,869.00 TON 84.57 2,272,311.33 25,309.00 2,140,382.13 25,309.00 2,140,382.13 2,140,382.13 94% 33 4,220.00 TON 78.37 330,721.40 4,416.50 346,121.11 4,416.50 346,121.11 346,121.11 105% 34 3.00 EACH 535.44 1,606.32 3.00 1,606.32 3.00 1,606.32 1,606.32 100% 35 2.00 EACH 4,283.52 8,567.04 2.00 8,567.04 2.00 8,567.04 8,567.04 100% 36 95.00 LIN FT 66.93 6,358.35 87.00 5,822.91 87.00 5,822.91 5,822.91 92% 37 190.00 LIN FT 74.96 14,242.40 192.00 14,392.32 192.00 14,392.32 14,392.32 101% 38 363.00 LIN FT 94.24 34,209.12 363.00 34,209.12 363.00 34,209.12 34,209.12 100% 39 148.00 LIN FT 128.51 19,019.48 148.00 19,019.48 148.00 19,019.48 19,019.48 100% 40 4.00 EACH 267.72 1,070.88 5.00 1,338.60 5.00 1,338.60 1,338.60 125% 41 8.00 EACH 1,606.32 12,850.56 9.00 14,456.88 9.00 14,456.88 14,456.88 113% 42 208.00 LIN FT 19.28 4,010.24 140.00 2,699.20 140.00 2,699.20 2,699.20 67% 43 5.00 EACH 1,070.88 5,354.40 10.00 10,708.80 10.00 10,708.80 10,708.80 200% 44 6.00 EACH 1,070.88 6,425.28 17.00 18,204.96 17.00 18,204.96 18,204.96 283% 45 1.00 LUMP SUM 26,771.99 26,771.99 1.00 26,771.99 1.00 26,771.99 26,771.99 100% 46 57.00 EACH 1,177.97 67,144.29 56.00 65,966.32 56.00 65,966.32 65,966.32 98% 47 4.00 EACH 2,677.20 10,708.80 4.00 10,708.80 4.00 10,708.80 10,708.80 100% TEMPORARY WATER SERVICE CONNECT TO EXISTING WATER SERVICE CONNECT TO EXISTING WATERMAIN BULKHEAD STORM PIPE CONNECT TO EXISTING STORM SEWER FILL & ABANDON PIPE SANITARY SEWER SERVICE REPAIR SANITARY SEWER SERVICE REPAIR (ROOT DAMAGE) 24" RC PIPE APRON (WITH TRASH GUARD) 12" RC PIPE SEWER CLASS V 15" RC PIPE SEWER CLASS V 21" RC PIPE SEWER CLASS V 24" RC PIPE SEWER CLASS V TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) CONCRETE FLUME AGGREGATE SURFACING (CV) CLASS 2 RANDOM RIPRAP CLASS IV FULL DEPTH RECLAMATION (10") BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL) BITUMINOUS PATCH SPECIAL (STREET) REMOVE BITUMINOUS CURB REMOVE PIPE SEWERS SUBGRADE EXCAVATION (EV) POND EXCAVATION (EV) EXPLORATORY EXCAVATION SELECT GRANULAR BORROW (CV) SALVAGED AGGREGATE FROM STOCKPILE (CV) (P) SALVAGE & REINSTALL MEDIAN DELINIATORS SALVAGE & REINSTALL SIGN SALVAGE & REINSTALL FENCE SALVAGE & REINSTALL GATE COMMON EXCAVATION (CV) (P) FURNISH AND INSTALL SPRINKLER HEAD Application Period:Application No.: Engineer: Contractor: Project: 12/16/24 0R1.128082 City of Elk River Bolton & Menk, Inc. North Valley Inc. 2023 Street Improvements Project Owner: Contract: B Original Contract % of Value of Item (J / F) (%) MOBILIZATION CLEARING Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. GRUBBING REMOVE STRUCTURE REMOVE WATERMAIN REMOVE CONCRETE PAVEMENT REMOVE POLES SALVAGE & RESTORE IRRIGATION SYSTEM Previous Estimate REMOVE HYDRANT MILL BITUMINOUS SURFACE (TAPER 1.25" - 0") MILL BITUMINOUS SURFACE (1.5") REMOVE SIGN REMOVE CONCRETE CURB & GUTTER Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 3 Page 47 of 155 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Contractor's Project No.: Agency's Project No.: 11 From 12/05/24 to 12/16/24 Application Date: A C D E F F1 F2 G H I J K Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Period:Application No.: Engineer: Contractor: Project: 12/16/24 0R1.128082 City of Elk River Bolton & Menk, Inc. North Valley Inc. 2023 Street Improvements Project Owner: Contract: B % of Value of Item (J / F) (%)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Previous Estimate 48 70.00 EACH 240.95 16,866.50 44.00 10,601.80 44.00 10,601.80 10,601.80 63% 49 14.00 EACH 1,981.13 27,735.82 6.00 11,886.78 6.00 11,886.78 11,886.78 43% 50 150.00 LIN FT 74.96 11,244.00 162.00 12,143.52 162.00 12,143.52 12,143.52 108% 51 3,607.00 LIN FT 91.02 328,309.14 3,804.00 346,240.08 3,804.00 346,240.08 346,240.08 105% 52 715.00 LIN FT 101.73 72,736.95 676.00 68,769.48 676.00 68,769.48 68,769.48 95% 53 10.00 EACH 2,516.57 25,165.70 10.00 25,165.70 10.00 25,165.70 25,165.70 100% 54 7.00 EACH 3,533.90 24,737.30 9.00 31,805.10 9.00 31,805.10 31,805.10 129% 55 2.00 EACH 4,926.05 9,852.10 2.00 9,852.10 2.00 9,852.10 9,852.10 100% 56 10.00 EACH 7,228.44 72,284.40 10.00 72,284.40 10.00 72,284.40 72,284.40 100% 57 2,480.00 POUND 12.85 31,868.00 2,281.00 29,310.85 2,281.00 29,310.85 29,310.85 92% 58 164.00 EACH 408.93 67,064.52 172.00 70,335.96 172.00 70,335.96 70,335.96 105% 59 29.00 EACH 626.46 18,167.34 33.00 20,673.18 33.00 20,673.18 20,673.18 114% 60 21.00 EACH 1,247.57 26,198.97 21.00 26,198.97 21.00 26,198.97 26,198.97 100% 61 49.90 LIN FT 540.79 26,985.42 46.70 25,254.89 46.70 25,254.89 25,254.89 94% 62 28.00 LIN FT 685.36 19,190.08 28.00 19,190.08 28.00 19,190.08 19,190.08 100% 63 19.90 LIN FT 733.55 14,597.65 23.60 17,311.78 23.60 17,311.78 17,311.78 119% 64 1.00 LUMP SUM 18,204.95 18,204.95 1.00 18,204.95 1.00 18,204.95 18,204.95 100% 65 1,743.00 SQ FT 5.35 9,325.05 1,358.00 7,265.30 1,358.00 7,265.30 7,265.30 78% 66 4,248.00 SQ FT 6.43 27,314.64 2,585.00 16,621.55 2,585.00 16,621.55 16,621.55 61% 67 12,799.00 SQ FT 7.50 95,992.50 11,992.25 89,941.88 11,992.25 89,941.88 89,941.88 94% 68 9,314.00 LIN FT 17.13 159,548.82 9,232.00 158,144.16 9,232.00 158,144.16 158,144.16 99% 69 1,105.00 LIN FT 27.84 30,763.20 1,352.00 37,639.68 1,352.00 37,639.68 37,639.68 122% 70 1,250.00 LIN FT 27.84 34,800.00 889.00 24,749.76 889.00 24,749.76 24,749.76 71% 71 844.00 SQ FT 16.06 13,554.64 603.00 9,684.18 603.00 9,684.18 9,684.18 71% 72 546.00 SQ FT 53.54 29,232.84 474.00 25,377.96 474.00 25,377.96 25,377.96 87% 73 9,950.00 LIN FT 3.21 31,939.50 2,050.00 6,580.50 2,050.00 6,580.50 6,580.50 21% 74 64.00 EACH 187.40 11,993.60 64.00 11,993.60 64.00 11,993.60 11,993.60 100% 75 1.00 LUMP SUM 16,491.55 16,491.55 1.00 16,491.55 1.00 16,491.55 16,491.55 100% 76 156.00 SQ FT 58.90 9,188.40 53.00 3,121.70 53.00 3,121.70 3,121.70 34% 77 3.00 EACH 535.44 1,606.32 1.00 535.44 1.00 535.44 535.44 33% 78 23.00 EACH 240.95 5,541.85 4.00 963.80 4.00 963.80 963.80 17% 79 1,778.00 LIN FT 1.98 3,520.44 1,006.00 1,991.88 1,006.00 1,991.88 1,991.88 57% 80 170.00 LIN FT 3.21 545.70 359.00 1,152.39 359.00 1,152.39 1,152.39 211% 81 1,045.00 CU YD 49.97 52,218.65 1,762.00 88,047.14 1,762.00 88,047.14 88,047.14 169% 82 963.00 POUND 1.07 1,030.41 2,030.00 2,172.10 2,030.00 2,172.10 2,172.10 211% 83 2.90 ACRE 428.35 1,242.22 5.80 2,484.43 5.80 2,484.43 2,484.43 200% 84 754.00 POUND 5.14 3,875.56 1,653.00 8,496.42 1,653.00 8,496.42 8,496.42 219% 85 6.00 POUND 42.56 255.36 7.00 297.92 7.00 297.92 297.92 117% 86 9,623.00 ACRE 1.45 13,953.35 22,500.00 32,625.00 22,500.00 32,625.00 32,625.00 234% 87 5.00 CU YD 69.61 348.05 5.00 348.05 5.00 348.05 348.05 100% 88 67.00 LIN FT 6.96 466.32 131.00 911.76 131.00 911.76 911.76 196% 89 678.00 SQ FT 5.89 3,993.42 648.00 3,816.72 648.00 3,816.72 3,816.72 96% 90 1.00 EACH 107.09 107.09 1.00 107.09 1.00 107.09 107.09 100% 5,433,358.71$ 5,265,583.31$ 5,265,583.31$ -$ 5,265,583.31$ 97% PAVEMENT MESSAGE MULTI-COMPONENT SEED MIXTURE 35-641 HYDRAULIC BONDED FIBER MATRIX LANDSCAPING MULCH 24" SOLID LINE MULTI-COMPONENT (WHITE) CROSSWALK MULTI-COMPONENT (WHITE) SEDIMENT CONTROL LOG TYPE WOOD CHIP COMMON TOPSOIL BORROW (LV) FERTILIZER TYPE 3 SEEDING SEED MIXTURE 25-151 TRAFFIC CONTROL SIGN PANELS TYPE C STABILIZED CONSTRUCTION EXIT STORM DRAIN INLET PROTECTION SILT FENCE, TYPE MS CONCRETE CURB & GUTTER DESIGN SPECIAL 7" CONCRETE VALLEY GUTTER TRUNCATED DOMES BITUMINOUS CURB RELOCATE MAILBOX 4" CONCRETE WALK 6" CONCRETE WALK 6" CONCRETE DRIVEWAY PAVEMENT CONCRETE CURB & GUTTER DESIGN B412 CONCRETE CURB & GUTTER DESIGN B618 CASTING ASSEMBLY CONSTRUCT DRAINAGE STRUCTURE (2'X3') CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 CONSTRUCT DRAINAGE SKIMMER STRUCTURE (72") 10" GATE VALVE & BOX HYDRANT WATERMAIN FITTINGS ADJUST CASTING (MANHOLE) ADJUST CASTING (CATCH BASIN) 6" WATERMAIN DUCTILE IRON CL 52 8" WATERMAIN DUCTILE IRON CL 52 10" WATERMAIN DUCTILE IRON CL 52 6" GATE VALVE & BOX 8" GATE VALVE & BOX ADJUST VALVE BOX REMOVE & REPLACE VALVE BOX Original Contract Totals Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 3 Page 48 of 155 Contractor's Application for Payment Owner's Project No.: Engineer's Project No.: Contractor's Project No.: Agency's Project No.: 11 From 12/05/24 to 12/16/24 Application Date: A C D E F F1 F2 G H I J K Item Quantity Units Unit Price ($) Value of Bid Item (C X E) ($) Quantity Previous Estimate Value Previous Estimate Estimated Quantity Incorporated in the Work Value of Work Completed to Date (E X G) ($) Application Period:Application No.: Engineer: Contractor: Project: 12/16/24 0R1.128082 City of Elk River Bolton & Menk, Inc. North Valley Inc. 2023 Street Improvements Project Owner: Contract: B % of Value of Item (J / F) (%)Description Work Completed Materials Currently Stored (not in G) ($) Work Completed and Materials Stored to Date (H + I) ($) Contract Information Bid Item No. Previous Estimate CO-1 1.00 LUMP SUM 8,483.45 8,483.45 1.00 8,483.45 1.00 8,483.45 8,483.45 100% CO-2.1 271.00 LIN FT 23.00 6,233.00 271.00 6,233.00 271.00 6,233.00 6,233.00 100% CO-2.2 271.00 LIN FT 96.00 26,016.00 271.00 26,016.00 271.00 26,016.00 26,016.00 100% CO-2.3 2.00 EACH 4,025.00 8,050.00 2.00 8,050.00 2.00 8,050.00 8,050.00 100% CO-2.4 400.00 SQ YD 31.33 12,532.00 400.00 12,532.00 400.00 12,532.00 12,532.00 100% CO-2.5 20.00 LIN FT 35.13 702.60 - - - CO-2.6 1.00 LUMP SUM 9,125.00 9,125.00 1.00 9,125.00 1.00 9,125.00 9,125.00 100% CO-2.7 1.00 LUMP SUM 450.00 450.00 1.00 450.00 1.00 450.00 450.00 100% CO-2.8 1.00 EACH 397.35 397.35 1.00 397.35 1.00 397.35 397.35 100% CO-2.9 4.00 EACH 675.00 2,700.00 4.00 2,700.00 4.00 2,700.00 2,700.00 100% CO-2.10 2.00 EACH 512.00 1,024.00 2.00 1,024.00 2.00 1,024.00 1,024.00 100% CO-3.1 1.00 LUMP SUM 25,050.99 25,050.99 1.00 25,050.99 1.00 25,050.99 25,050.99 100% CO-3.2 239.00 LIN FT 20.58 4,918.62 442.00 9,096.36 442.00 9,096.36 9,096.36 185% CO-3.3 3,614.00 SQ YD 4.03 14,564.42 3,669.00 14,786.07 3,669.00 14,786.07 14,786.07 102% CO-3.4 435.00 SQ FT 4.11 1,787.85 739.00 3,037.29 739.00 3,037.29 3,037.29 170% CO-3.5 15.00 LF 43.81 657.15 15.00 657.15 15.00 657.15 657.15 100% CO-3.6 799.00 CU YD 34.18 27,309.82 799.00 27,309.82 799.00 27,309.82 27,309.82 100% CO-3.7 776.00 CU YD 58.31 45,248.56 1,019.27 59,433.63 1,019.27 59,433.63 59,433.63 131% CO-3.8 3,981.00 SQ YD 17.06 67,915.86 6,596.25 112,532.03 6,596.25 112,532.03 112,532.03 166% CO-3.9 2,082.00 SQ YD 6.29 13,095.78 2,044.00 12,856.76 2,044.00 12,856.76 12,856.76 98% CO-3.10 175.00 TON 133.35 23,336.25 544.78 72,646.41 544.78 72,646.41 72,646.41 311% CO-3.11 55.00 LF 40.53 2,229.15 55.00 2,229.15 55.00 2,229.15 2,229.15 100% CO-3.12 2.00 EACH 1,204.84 2,409.68 1.00 1,204.84 1.00 1,204.84 1,204.84 50% CO-3.13 1.00 EACH 711.95 711.95 - - - - - CO-3.14 135.00 SQ FT 16.43 2,218.05 474.00 7,787.82 474.00 7,787.82 7,787.82 351% CO-3.15 300.00 SQ FT 27.38 8,214.00 486.00 13,306.68 486.00 13,306.68 13,306.68 162% CO-3.16 239.00 LIN FT 38.34 9,163.26 434.00 16,639.56 434.00 16,639.56 16,639.56 182% CO-3.17 40.00 SQ FT 54.77 2,190.80 79.00 4,326.83 79.00 4,326.83 4,326.83 198% CO-3.18 1.00 LUMP SUM 2,628.73 2,628.73 1.00 2,628.73 1.00 2,628.73 2,628.73 100% CO-3.19 205.00 CU YD 58.05 11,900.25 358.50 20,810.93 358.50 20,810.93 20,810.93 175% CO-3.20 175.00 POUND 1.30 227.50 383.00 497.90 383.00 497.90 497.90 219% CO-3.21 0.50 ACRE 328.60 164.30 0.81 266.17 0.81 266.17 266.17 162% CO-3.22 150.00 POUND 9.85 1,477.50 325.00 3,201.25 325.00 3,201.25 3,201.25 217% CO-3.23 1,750.00 POUND 1.85 3,237.50 3,550.00 6,567.50 3,550.00 6,567.50 6,567.50 203% CO-3.24 655.00 LIN FT 3.94 2,580.70 403.00 1,587.82 403.00 1,587.82 1,587.82 62% CO-3.25 9.00 SF 26.29 236.61 8.93 234.77 8.93 234.77 234.77 99% CO-3.26 1.00 EACH 7,393.20 7,393.20 1.00 7,393.20 1.00 7,393.20 7,393.20 100% CO-3.27 480.00 SY 24.77 11,889.60 - - - CO-3.28 480.00 SY 37.88 18,182.40 480.00 18,182.40 480.00 18,182.40 18,182.40 100% 386,653.88$ 519,282.86$ 519,282.86$ -$ 519,282.86$ 134% 5,820,012.59$ 5,784,866.17$ 5,784,866.17$ -$ 5,784,866.17$ 99% 18" RCP STORM PIPE CONNECT TO EX MH WATSON CIRCLE PATCH REMOVE 12" STORM PIPE SALVAGE & REINSTALL LANDSCAPING WALL COMMON EXCAVATION (CV) (P) BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL) SANITARY SEWER SERVICE REPAIR ALT 1 - SITE 3 OVERLAY TRAIL 2.5" CLEAR & GRUB TREE R-3501-TB CASTING ASSEMBLY MOBILIZATION REMOVE CONCRETE CURB & GUTTER REMOVE BITUMINOUS PAVEMENT BITUMINOUS STREET PATCH REMOVE & REPLACE CURB & GUTTER MOBILIZATION TRAFFIC CONTROL GRATED CASTING LID Change Orders Project Totals Original Contract and Change Orders Change Order Totals SEEDING REMOVE CONCRETE PAVEMENT AGGREGATE BASE CLASS 5 HYDRAULIC BONDED FIBER MATRIX SEED MIXTURE 25-151 COMMON TOPSOIL BORROW (LV) TRAFFIC CONTROL TRUNCATED DOMES FERTILIZER TYPE 3 MILL BITUMINOUS SURFACE (1.5") TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) 6" PVC PIPE DRAIN ADJUST CASTING (MANHOLE) ADJUST CASTING (CATCH BASIN) 4" CONCRETE WALK 6" CONCRETE WALK CONCRETE CURB & GUTTER DESIGN B618 4" SOLID LINE MULTI-COMPONENT (WHITE) PAVEMENT MARKING SPECIAL ALT 1 - SITE 3 REMOVE-REPLACE TRAIL W/ CL5 & BIT Unit Price EJCDC C-620 Contractor's Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.3 of 3 Page 49 of 155 Page 50 of 155 Page 51 of 155