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Rieth-Riley Construction Co, Inc/Eng/CO #18/-232,411.04/126th & 136th Gray Road RAB - Project #16-ENG-54 and 16-ENG-16
City of Carmel Projects 16 -ENG -54 & 16 - ENG -16 136t" Street and Gray Road and 126t" St and Gray Rd RAB CHANGE ORDER #18 This change order, for 136`h St and Gray Rd and 126" St and Gray Rd and Culvert #165 balances the contract and requests that the project be accepted as final. Contract Price prior to this Change Order ------------------------------------------------------------------------------------------ Contract Price will be inereased by this Change Order ------------------------------------------------------------------------------------------ New Contract Price including this Change Order ------------------------------------------------------------------------------------------ $3,767,939.26 <$232,411.04>- $3,535,528.22 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $3,205,200.00 $3,205,200.00 N/A C01 $87,364.65 $3,292,564.65 2.73% CO2 $14,870.68 $3,307,435.33 3.19% CO3 <$1,235.00> $3,306,200.33 3.06% C04 $3,865.50 $3,310,065.83 3.17% C05 $7,710.42 $3,317,776.25 3.39% C06 $10,346.71 $3,328,122.96 3.69% C07 $6,810.30 $3,334,933.26 3.89% C08 <$4,100.00> $3,330,833.26 3.77% C09 <$1,052.48> $3,329,780.78 3.74% C010 $71,330.10 $3,401,110.88 5.76% C011 $67,784.18 $3,468,895.06 7.60% C012 $114,799.22 $3,583,694.28 11.81% C013 $12,820.50 $3,596,514.78 12.21% C014 $24,432.52 $3,620,947.30 12.97% C015 $29,425.60 $3,650,372.90 13.89% CO16 $85,206.24 $3,735,579.14 16.55% CO17 $32,360.12 $3,767,939.26 17.56% CO18 <$232,411.04> $3,535,528.22 10.31% CITY OF CARMEL TO: Rieth Riley Construction Co. CONTRACT CHANGE ORDER NO.: 18(Final) 1751 W. Minnesota St. DATE: April 10, 2018 Indianapolis, IN 46221 PROJECT NAME: 126th St and Gray Road Roundabout 136th St and Gray Road Roundabout Gray Rd Culvert Replacement, Culvert 165 CITY P.O. NO.: 100148 and 100149 CITY P.O. DATE: March 1, 2017 I. This change order reflects the final field measured quantities and balances the overall contract and further requests that the contact be accepted as final. -SEE ATTACHED - FOR 136`' St and Gray Road Roundabout, 16 -ENG -54 ORIGINAL ESTIMATE CHANGES FINAL ESTIMATE FINAL BALANCE $1,124,440.72 +$133,459.46 $1,257,900.18 $1,194,487.13 FOR 1261h St and Gray Road Roundabout, 16 -ENG -16 ORIGINAL ESTIMATE CHANGES FINAL ESTIMATE FINAL BALANCE $2,002,002.78 +$341,915.15 $2,343,917.93 $2,171,041.04 FOR GRAY ROAD CULVERT REPLACEMENT, CULVERT #165.16 -SW -107 ORIGINAL ESTIMATE CHANGES FINAL ESTIMATE FINAL BALANCE 578.756.50 +$87,364.65 $166,121.15 $170,000.05 Change Order #18 TOTAL <$232,411.04> DIFFERENCE <$63,413.05> DIFFERENCE <$172,876.89> DIFFERENCE $3,878.90 U. The following referenced documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: N/A W.D.C.: N/A The changes result in the following adjustment of Contract Price and Contract Time: Contract Sum prior to this Change Order Contract Sum will be /decreased by this Change Order New Contract Sum including this Change Order Contract Time Prior to this Change Order Net resulting from this Change Order Current Contract Time including this Change Order $3,767.939.26 $232,411.04 $3,535,528.22 12/8/2017 Substantial Completion Date 2/7/2018 Final -Completion Date 0 Days 12/8/2017 Substantial Completion Date 2/7/2018 Final Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended: DLZ Indiana, LLC, Engineer 157 E. Maryland St. Indianapolis, IN 46204 Date 111W,,W,Z1 ' The Above Changes Are Accepted: Rieth-Riley Construction Company, Inc 1751 W. Minnesota St. Indianapolis, IN 46221 B -- - Phone Date / Approved: it te'"+ ames,BraingTd, Mayor Maly Burk Member Lqp�Vatson, Member Jer y K shman, E, City Engineer ATTEST: Christine S. Pauley, Clerk tea S , Treasurer Date: PROJECT NO: 16 -ENG -16,16 -ENG -54,16 -SW -107 CONTRACTOR: Rieth Riley Construction Co. INSPECTION CONSULTANT: DLZ Indiana BID AMOUNT $3.205.200.00 BID DATE_ 02/01/17 CONTRACT FORESEEN TOTAL TOTAL RUNNING DESCRIPTION OF DATE NEW % OF CHANGE % OF CHANGE CHANGE ORDER OR FORESEEN UNFORESEEN TOTAL OF CHANGE ORDER BOARD CONTRACT ORDER ORDER NUMBER UNFORESEEN AMOUNT AMOUNT CHANGE ORDERS APPROVED AMOUNT FORESEEN UNFORESEEN Owner directed changes at 001 FORESEEN $87,364.65 $87,364.65 Get_N_Go, Project 16 -SW- 05/17/17 $3,292,564.65 2.73% 107 PO# 100149 Replace 10" watermain 2 UNFORESEEN $14,870.68 $102,235.33 relocation items with 12 $3,307,435.33 046% items, Project 16 -ENG -54, PO# 100148 Replace 3" steel galvanized 3 FORESEEN <$1,235.00> $101,000.33 pipe for electrical with 2 $3,306,200.33 2.60% steel galvanized pipe. 4 UNFORESEEN $3,865.50 $104,86583 Compensation for Undercut $3,310,065.83 0.57% Areas 5 UNFORESEEN $7,710.42 $112,576.25 Carmel Water Utility Field $3,317,776.25 0.79% Conditions and Additions 6 UNFORESEEN $10,346.71 $122,922.96 Emergency Field Repair of $3,328,122.96 1.09% 8"Sanstary Sewer Change Subgrade Treatment 7 UNFORESEEN $6,810.30 $129,733.26 from Lime to Cement, Project $3,334,933.26 1.29% 16 -ENG -54 Replace Team Inserts 8 UNFORESEEN <$4,100.00> $125,633.26 Valves with EZ Valves $3,330,833.26 1.17% Project 16 -ENG -16 Additional Nursery Sodding, 9 FORESEEN 41,052.48> $124,580.78 additional sod preparation, $3,329,780.78 2.57% Wildflower planting and final quantity adjustments Various unforeseen water 10 BOTH $14,774.98 $56,555.12 $195,910.88 main issues and addition of $3,401,110.88 2.94% 2.82% Fire Hydrant and Irrigation Tap. 11 FORESEEN $67,784.18 $263,695.06 T&M for work done at 126th $3,468,695.06 4.83% 2.77% and River Rd 12 BOTH $100,922.01 $13,877.21 $378,494,28 Trail Extension to the east $3,583,694.28 8.38% 3.43% and art feature foundation 13 UNFORESEEN $12,820.50 $391,314.78 Unforeseen charges to deep $3,596,514.78 8.38% 3.83% sanitary sewer manhole Additional Nursery Sodding 8 additional sod preparation 14 BOTH $20,137.90 $4,294.62 $415,747.30 for 126th RAB, C&G turnouts $3,620,947.30 9.01% 396% and Blue RPMs for both Projects. For 136th St - Woods Driveway Construction, 15 FORESEEN $29,425.60 $44517290 Mailbox Assembly $3,650,372.90 9.93% 3.96% adjustments, Sod preparation in late utility lowering area. $141,715.80 $188,612.42 $330,328.22 $3,535,528.22 4.42% 5.89% Original Bid Amount $3,205,200.00 Total Change Order(s) Amount $330,328.22 Total Foreseen Change Orders For 136th St - Corley Total Unforeseen Change Orders $188,612.42 Total % Change Orders vs. Bid Amt. 10.31% property adjustments, field design and relocation 16 UNFORESEEN $85,206.24 $530,379.14 sanitary and storm sewer $3,735,579.14 9.93% 6.62% work,Wray Prey adjustments. For 126th St - additional work for Thanksgiving opening For 136th St - Labor costs 17 BOTH $7,500.00 $24,860.12 $562,739.26 for utility delays. For 136th $3,767,93926 St- Incentive Bonus 18 BOTH 4183,906.04> -$48,505.00- $330,328.22 FinallanceAcceptance hange Order i al $3,535,528.22 4.42% 5.89% � ojy $141,715.80 $188,612.42 $330,328.22 $3,535,528.22 4.42% 5.89% Original Bid Amount $3,205,200.00 Total Change Order(s) Amount $330,328.22 Total Foreseen Change Orders $141,71580 Total Unforeseen Change Orders $188,612.42 Total % Change Orders vs. Bid Amt. 10.31% Page 1 of 6 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -64 136th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Ongi Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quantity Amount Undenuns Quantity Amount Reference to Source Documentation 1 Construction Engineering $11.800.00 Lsum 1.00 $11.800.00 1.00 $11,800- 0.00 $000 0.00 $0.00 See FB #2, Page 1 2 Mobilization and Demobilization $30.000.00 Lsum 1.00 $30,000.00 1.00 $30.000.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 1 3 Clearing Right of Way $30,000.00 Lsum 1.00 $30,000.00 1.00 $30,000.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 2 4 Sidewalk, Concrete, Remove $9.00 SYD 654.00 $5,886.00 373.00 $3,357.00 0.00 $0.00 281.00 $2,529.00 See FB #2, Page 3 5 Signal Pole Foundation, Remove $500.00 EACH 3.00 $1,500.00 3.00 $1,500.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 3 6 Excavation, Common $28.00 CYD 2575.00 $72,100.00 2951.00 $82,628.00 376.00 $10,528.00 0.00 $0.00 See FB #2, Page 4B 7 Excavation, Common (Undustributed) $20.00 CYD 730.00 $14,600.00 0.00 $0.00 0.00 $0.00 730.00 $14,600.00 Item Not Used 8 Borrow $0.01 CYD 2724.00 $27.24 0.00 $0.00 0.00 $0.00 2724.00 $27.24 Item Not Used 9 B -Borrow (Undistributed) $25.00 CYD 730.00 $18,250.00 0.00 $0.00 0.00 $0.00 730.00 $18,250.00 Item Not Used 10 Temporary Inlet Protection $150.00 EACH 28.00 $4,20000 0.00 $0.00 0.00 S000 28.00 $4,200.00 Item Not Used 11 Temporary Mulch $420.00 TON 2.00 S840.00 0.00 $0.00 0.00 $000 2.00 $840.00 Item Not Used 12 Temporary Silt Fence $1.25 LFT 2109.00 $2,636.25 1240.00 $1,550.00 0.00 $0.00 869.00 $1.086.25 See Field Book #2, Page 5 13 No. 2 Stone $25.00 SYD 150.00 $3,750.00 0.00 $0.00 0.00 $0.00 150.00 $3,750.00 Item Not Used 14 Temporary Geotextile $1.00 SYD 353.00 $353.00 0.00 $0.00 0.00 $0. 353.00 $353.00 Item Not Used 15 Temporary Seed Mifdure $1.15 LBS 175.00 $201.25 0.00 $0.00 0.00 $0. 175.00 $201.25 hem Not Used 16 Temporary Culvert Protection $150.00 EACH 2.00 $300.00 0.00 $0.00 0.00 $O.Oq 2.00 $3W.00 Item Not Used 17 Sediment Remove $20.00 CYD 42.00 $840.00 0.00 $0.00 0.00 $0.00 42.00 $840.00 Item Not Used 18 Subgrade Treatment, Type III $3.00 SYD 158.00 $474.00 158.00 $474.00 0.00 $0.00 0.00 $0.00 See Field Book #2, Page 6 19 Subgrade Treatment, Type IB $7.00 CYD 4935.00 $34,545.00 0.00 $0.00 0.00 $0.00 4935.00 $34,545.00 Item Not Used. Replaced wRtem #127E 20 Structural Backfill, Type 1 $30.00 CYD 608.00 $18,240.00 662.10 $19,863.00 54.10 $1,623.00 0.00 $0.00 See FCR Page 20-35 21 Compacted Aggregate, #53 Base $45.00 TON 611.00 $27,495.00 1008.00 $45,360.00 397.00 $17,865.00 0.00 $0.00 See Field Book #2, Page 9 22 HMA Patching, Type C $150.00 TON 10.00 $1,500.00 0.00 $0.00 0.00 $0.00 10.00 $1,500.00 Item Not Used. 23 Widening, with HMA, Type C $150.00 TON 9.00 $1,350.00 0.00 $0.00 0.00 $0.00 9.00 $1,350.00 Item Not Used. 24 Milling, Asphalt, 1.5" $10.00 SYS 119.00 $1,190.00 400.00 $4,000.00 281.00 $2,810.00 0.00 $0.00 See Field Book #2, Page 10 25 HMA. Type C, Surface, 9.5mm $85.00 TON 285.00 $24,225.00 313.50 $26,647.50 28.50 $2,422.50 0.00 $0.00 See Field Book #2, Page 11 Page 2 of 6 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 76 -ENG -64 136th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Original Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quanti Amount Underuns Quantity Amount Reference to Source Documentation 26 HMA, Type C. Intermediate, 19.0mm $67.00 TON 457.00 $30.61900 475.00 S31,825.00 18.00 $1,206- 0.00 $0.00 See Field Book #2. Page 12 27 HMA, Type C. Base, 25.Omm $62.00 TON 1278.00 $79,236,00 1235.00 $76,570-00 0.00 $0.00 43.00 $2.666.00 See Field Book #2, Page 13 28 HMA, Type C, Intermediate, OG 19.Omm $65.00 TON 532.00 $34,580.00 532.00 $34,580.00 0.00 $0.00 0.00 $0.00 See Field Book #2, Page 14 29 Joint Adhesive, Surface $0.40 LFT 2240.00 $896.00 664.00 $265.60 0.00 $0.00 1576.00 $630.40 See Field Book #2, Page 14-1 30 Joint Adhesive, Intermediate $0.50 LFT 2240.00 $1,120.00 555.00 $277.50 0.00 $0.00 1685.00 $842.50 See Field Book #2, Page 15 31 Liquid Asphalt Sealant $0.20 LFT 2240.00 $448.00 0.00 $0.00 0.00 $0.00 2240.00 $448.00 Item Not Used. 32 Colored and Jointed Concrete, 7" $90.00 SYS 219.00 $19,710.00 219.60 $19,764.00 0.60 $54.00 0.00 $0.00 See Field Book #2, Page 16 33 HMA, Surface, Type B, 9.5mm $110.00 TON 76.00 $8,360.00 108.20 $11,902.00 32.20 $3,542.00 0.00 $0.00 See Field Book #2, Page 17 34 HMA, Intermediate, Type B, 19.Omm $85.00 TON 127.00 $10,795.00 139.00 $11,815.00 12.00 $1,020.00 0.00 $0.00 See Field Book #2, Page 18 35 Curb Ramp, Concrete, (All Types) $110.00 SYS 140.00 $15,400.00 115.00 $12.650.00 0.00 $0,00 25.00 $2,750.00 See Field Book #2, Page 19 36 Detectable Warning Surface $160.00 SYS 13.00 $2.080.00 9.00 $1,440.00 0.00 $0.00 4.00 $640.00 See Field Book #2, Page 20 37 Curb, Concrete $20.00 LFT 575.00 $11,500.00 620.50 $12,410.00 45.50 $910.00 0.00 $0.00 See Field Book #2, Page 21 38 Modified Curb, Concrete $21.00 LFT 220.00 $4,620.00 221.00 S4.641.00 1.00 $21.00 0.00 $0.00 See Field Book #2, Page 22 39 Concrete Curb and Gutter, Combined, Type II $18.00 LFT 1395.00 $25,110.00 1508.50 $27,153.130 113.50 $2,043.00 0.00 $0.00 See Field Book #2, Page 23 40 Canter Curb, D, Concrete $120.00 SYS 14.00 $1,680.00 24.50 $2,940- 10.50 $1,260.010.00 $0.00 See Field Book #2, Page 24 41 Curb, Concrete, Depressed $20.00 LFT 20.00 $400.00 21.00 $420. 1.00 $20.00 0.00 $0.00 See Field Book #2, Page 25 42 Curb and Gutter, Concrete, Depressed $18.00 LFT 204.00 $3,672.00 163.00 $2,934.00 0.00 $0.00 41.00 $738.00 See Field Book #2, Page 26 43 Roll Curb and Gutter Modified $21.00 LFT 283.00 $5,943.00 283.00 $5,943.00 0.00 $0.00 0.00 $0.00 See Field Book #2, Page 27 44 Sidewalk, Concrete, 4" $65.00 SYS 20.00 $1,300.00 158.50 $10,302.50 138.50 $9,002.50 0.00 $0.00 See Field Book #2, Page 28 45 HMA for Approaches, Type B $110.00 TON 45.00 $4,950.00 55.40 $6,094.00 10.40 $1,144.00 0.00 $0.00 See Field Book #2, Page 29 46 PCCP for Approaches, 6 IN $57.00 SYS 419.00 $23,883.00 420.40 $23,962.80 1.40 $79.80 0.00 $0.00 See FCR Page 46-10 47 Mailbox Assemble, Single $175.00 EACH 3.00 $525.00 1.00 $175.00 0.00 $0.00 2.00 $350.00 See Field Book #2, Page 30 48 Mailbox Assembki, Double $215.00 EACH 1.00 $215.00 1.00 $215.00 0.00 $0.00 0.00 $0.00 See Field Book #2, Page 30 49 Right of Way Marker $165.00 EACH 18.00 $2,970.00 0.00 $0.00 0.00 $0.00 18.00 $2,970.00 Item Deleted. 50 Monument 8 $700.00 EACH 16.00 $11,200.00 0.00 $0.00 0.00 $0.00 16.00 $11,200.00 Item Deleted. Page 3 of 6 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16-ENG44 136th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Onainal Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quanti Amount Undenuns Quantity Amount Reference to Source Documentation 51 Adjustment of Section Comer 5575.00 EACH 1.00 $57500 1.00 75.00 0.00 $0,00 0.00 SO.00 See Field Book #2, Page 30 52 Geotextiles $5.00 SYS 51.00 $25&00 51.00 $255. 0.00 S0.00 0.00 $0.00 See Field Book #2, Page 31 53 Riprap. Uniform $80.00 TON 26.00 $2,080.00 49.40 $3,952.00 23.40 $1,872.00 0.00 $0.00 See Field Book #2, Page 31 54 Fertilizer $500.00 TON 1.00 $500.00 0.50 $250.00 0.00 $0.00 0.50 $250.00 See FCR Page 59-2 55 Seed, Mixture, U $11.00 LBS 132.00 $1,452.00 50.00 $550.00 0.00 $0.00 82.00 $902.00 See Field Book #2. Page 33 56 Mulching Material $285.00 TON 2.00 $570.00 0.00 $0.00 0.00 $0.00 2.00 $570.00 Item Not Used. 57 Water $1.00 KCAL 2.00 $2.00 0.00 $0.00 0.00 $0.00 2.00 $2.00 Item Not Used. 58 Topsoil $45.00 CYD 597.00 $26,865.00 30.00 $1,350.00 0.00 $0.00 567.00 $25,515.00 See Field Book 112, Page 34 59 Sodding, Nursery $3.00 SYS 755.00 $2,265.00 6054.00 $18,162.00 5299.00 $15,897.00 0.00 $0.00 See FCR Page 592 60 Pipe, Type 4, Circular, 6 IN $5.50 LFT 1490.00 $8,195.00 1240.00 $6,820.00 0.00 $0.00 250.00 $1,375.00 See FCR Page 61-1 61 Pipe, Type 3. Circular. 12 IN $42.00 LFT 34.00 $1,428.00 32.00 $1.344.00 0.00 SO.00 2.00 $84.00 See FCR Page 61-1 62 Pipe, Type 2, Circular, 12 IN $42.00 LFT 938.00 $39,396.00 866.00 $36,372.00 0.00 $0.00 72.00 $3.024.00 See FCR Page 61-1 63 Pipe, Type 2, Circular, 15 IN $45.00 LFT 52.00 $2,340.00 50.00 $2,250.00 0.00 SODO 2.00 $90.00 See FCR Page 61-1 64 Pipe, Type 2, Circular, 18 IN $55.00 LFT 397.00 $21,835.00 383.00 $21,065,00 0.00 $0.00 14.00 $770.00 See FCR Page 61-1 65 Pipe End Section, DIA 18 IN $700.00 EACH 1.00 $700.00 1.00 $700.00 0.00 $0,00 0.00 $0.00 See Field Book #2, Page 44 66 Pipe End Section, DIA 12 IN $600.00 EACH 2.00 $1,200.00 2.00 $1,200.010.00 $0.00 0.00 $0. OlSee Field Book #2, Page 45 67 Video Inspection for Pipe $1.22 LFT 1387.00 $1,692.14 1331.00 $1,623.82 0.00 $0.00 56.00 $68.32 See Field Book #2, Page 46 68 Stonnwater Quality Structure, 1.24 CFS $20,000.00 EACH 1.00 $20,000.00 1.00 $20,000.00 0.00 $0.00 0.00 $0.00 See Field Book #2, Page 47 69 Video Inspection for Underdrains $0.94 LFT 1490.00 $1,400.60 1240.00 $1,165.60 0.00 $0.00 250.00 $235.00 See Field Book #2, Page 46 70 Aggregate for Underdrains $45.25 CYD 117.00 $5,294.25 97.00 $4,38925 0.00 $0.00 20.00 $905.00 See FCR Page 60-1 71 Geotextiles for Underdrain $2.10 SYS 1035.00 $2,173.50 859.00 $1,803.90 0.00 $0.00 176.00 $369.60 See FCR Page 60-1 72 Inlet, E7 $2,100.00 EACH 1.00 $2,100.00 1.00 $2,100.00 0.00 $0.00 0.00 $0.00 See FCR Page 61-1 73 Inlet, J10 $2,600.00 EACH 9.00 $23.400.00 9.00 $23.400.00 0.00 $0.00 0.00 $0.00 See FCR Page 61-1 74 Inlet, M10 $2,800.00 EACH 14.00 $39,200.00 14.00 $39,200.00 0.00 $0.00 0.00 $0.00 See FCR Page 61-1 75 Inlet R13 $2,800.00 EACH 1.00 $2,800.00 1.00 $2,800.00 0.00 $0.00 0.00 $0.00 See FCR Page 61-1 Page 4 of 6 CONSTRUCTION RECORD COMPARISON ESTIMATES - iORKANAL AND FIELD CONSTRUCTED Project 16 -ENG -&1 136M St and Gray Road Roundabout Item No. Item Description Unit Price Unit nal Estimate Cluantitv Amount Final Estimate Quantity Amount Overruns Amount Undenuns QuantityAmount Reference to Source Documentation 76 Manhole C4 $3,500.00 EACH 6.00 $21.000.00 6.00 $21,000. 0.00 $0.00 0.00 $0. See FCR Page 61-1 77 Construction Sign, C $195.00 EACH 2.00 $390.00 2.00 $390. 0.00 $0.00 0.00 $0. Item Not Used 78 Road Closure Assembly $139.00 EACH 3.00 $417.00 3.00 $417.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 58A 79 Construction Sign, A $125.00 EACH 2.00 $250.00 2.00 $250.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 58 80 Construction Sign, B $49.00 EACH 2.00 $98.00 2.00 $98.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 58A 81 Maintaining Traffic $10,000.00 LSUM 1.00 $10,000.00 1.00 $10,000.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 59 82 Barricade, IIIA $8.00 LFT 40.00 $320.00 40.00 $320.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 58A 83 Barricade, IIIB $8.00 LFT 48.00 $384.00 48.00 $384.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 58B 84 Sign Post, Square, Type 2, Reinforced Anchor Base $15.00 LFT 119.00 $1,785.00 119.00 $1,785.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 85 Sign Post, Square, Type 1, Reinforced Anchor Base $15.00 LFT 117.00 $1,755. 77.00 $1,155.00 0.00 $0.00 40.00 $600.00 See FCR Page 84 86 Sign, Sheet. with Legend. 0.080 IN $16.00 SFT 92.00 $1.472.00 92.00 $1.472.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 87 Sign, Sheet, with Legend, 0.100 IN $17.00 SFT 27.00 $459.00 27.00 $459.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 88 Street Name Identification Sign $1,400.00 EACH 3.00 $4,200.00 3.00 $4,2WOO 0.00 $0.00 0.00 $0. 00 See FCR Page 84 89 Traffic Signal Equipment, Remove (136th and Gray) $2,500.00 EACH 1.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 90 Transportation of SaNagable Signal Equipment $350.00 Isum 1.00 $350.00 1.00 $3%00 0.00 $0.00 0.00 $0.00 See FCR Page 84 91 Controller Cabinet Foundation, P1, Modified $1,100.00 EACH 1.00 $1,100.00 1.00 $1,100.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 92 Conduit, PVC, 1 IN Schedulke 40 $10.00 LFT 90.00 $900.00 90.00 $900.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 93 Conduit, Steel, Galvanized, 3 IN $20.00 LFT 190.00 $3,800.00 0.00 $0.00 0.00 $0.00 190.00 $3,800.00 Item Not Used 94 Conduit, Steel, Galvanized, 2 IN $13.50 LFT 172.00 $2,322.00 180.00 $2,430.00 8.00 $108.00 0.00 $0.00 See FCR Page 84 95 Controller Cabinet, P1, Modified $4,500.00 EACH 1.00 $4,500.00 1.00 $4,500.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 96 Conduit, PVC, 4 IN $12.25 LFT 2564.00 $31,409.00 2647.00 $32,425.75 83.00 $1,016.75 0.00 $0.00 See FCR Page 84 97 Light Standard Foundation, 30 IN DIA x 8 FT $1,150.00 EACH 6.00 $6,900.00 6.00 $6,900.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 98 Light Pole, Oma ental, 30 FT $4,600.00 EACH 6.00 $27,600.00 6.00 $27,600.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 99 Luminaire, Ornamental $3,300.00 EACH 6.00 $19,800.00 6.00 $19,800.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 100 Wire, No 4 Copper, in Plastic Duct, in Trench, 4 1/C $10.00 LFT 684.00 $6,840. 917.00 $9,170.00 233.00 $2,330.00 0.00 $0.00 See FCR Page 84 Page 5 of 6 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16-ENG44 136th St and Gray Road Roundabout Item No. Item Description Unit Price Unit ina[Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quantity Amount Undenuns Quantity Amount Reference ro Source Doarmentabon 101 Connector Kit, Unfused $35.00 EACH 6.00 $210.00 6.00 $210.00 0.00 $000 0.00 $0.00 See FCR Page 84 102 Connector Kit Fused $35-00 EACH 6.00 $210.00 6.00 $210. 0.00 $0.00 0.00 $0.00 See FCR Page 84 103 Multiple Compression Fitting, Non -Waterproofed $12.00 EACH 16.00 $192.00 18.00 $216.00 2.00 $24.00 0.00 $0.00 See FCR Page 84 104 Insulation Link, Non -Waterproofed $11.00 EACH 8.00 $88.00 6.00 $66.00 0.00 $0.00 2.00 $22.00 See FCR Page 84 105 Pull Box $650.00 EACH 14.00 $9,100.00 14.00 $9,100.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 106 Signal Handhole $950.00 EACH 7.00 $6,650.00 6.00 $5,700.00 0.00 $0.00 1.00 $950.00 See FCR Page 64 107 Transverse Marking, Thermoplastic, X -Walk, White, 24 IN $4.95 LFT 90.00 $445.50 90.00 $445.50 0.00 $0.00 0.00 $0.00 See FB #2, Page 83 108 Transverse Marking, Thermoplastic, Yield Line, White, 36 IN, Shark Teeth $10.70 LFT 50.00 $535.00 54.00 $577.80 4.00 $42.80 0.00 $0.00 See FB #2, Page 83 109 Line, Thermoplastic, Dotted White, 8 IN $2.75 LFT 61.00 $167.75 52.00 $143.00 0.00 $0.00 9.00 $24.75 See FB #2, Page 83 110 Line, Thermoplastic, Solid White, 6 IN $1.25 LFT 150.00 $18T50 133.00 $166.25 0.00 $0.00 17.00 $2125 See FB #2, Page 84 111 Line, Thermoplastic, Solid Yellow, 4 IN $0.65 LFT 1431.00 $930.15 1625.00 $1,056.25 194.00 $126.10 0.00 $0.00 See FB #2, Page 84 112 Snowplowable Raised Pavement Marker, Yellow $82.00 EACH 15.00 $1,230.00 15.00 $1,230.00 0.00 $0.00 0.00 $0.00 See FB #2, Page 85 113 Lighting Service Point (136th St and Gray) $400.00 EACH 1.00 $400.00 1.00 $400.00 0.00 $0.00 0.00 $0.00 See FCR Page 84 114 Field Office $2,500.00 MOS 6.00 $15,000.00 6.00 $15.000.00 0.00 $0.00 0.00 $0.00 See Field Book #2, Page 87 115 10" DIA Water Main LowerinWRelocation $347.07 LFT 200.00 $69,414,00 0.00 $0.00 0.00 $0.01200.00 $69,414.00 hem Not Used. 116 Adjust Valve to Grade $95.54 EACH 2.00 $191.08 1.00 $95.54 0.00 $0.00 1.00 $95.54 See FB #2, Page 89 117 Remove, Replace and Adjust Fire Hydrant to Grade $5,448.92 EACH 1.00 $5,448.92 1.00 $5,448.92 0.00 $0.00 0.00 $0.00 See FB #2, Page 88 118 10" Connections $4,405.25 EACH 2.00 $8,810.50 0.00 $0.00 0.00 $0.00 2.00 $8,810.50 Item Not Used 119 10" x 10" Tapping Saddle and 10" Tapping Valve (Undist.) $6,484.83 EACH 1.00 $6,484.83 0.00 $0.00 0.00 $0.00 1.00 $6,484.83 Item Not Used 120 10" Team INSERTA, Valves, (Undistributed) $16,480.63 EACH 2.00 $32,961.26 0.00 $0.00 0.00 $0.00 2.00 $32,961.26 Item Not Used. 121 E 12' DIA Watennain Lowering/Relocation $384.21 LFT 0.00 $0.00 121.00 $46,489.41 121.00 $46,489.41 0-00 $0.00 See FB #2, Page 89 and CO #2 122E 12" Connections $4,735.64 LFT 0.00 $0.00 2.00 $9,471.28 2.00 $9,471.28 0.00 $0.00 See FB#2, Page 90 and CO #2 123E 12" x 12" Tapping Saddle and 12" Tapping Valve $7.572.99 EACH 0.001 $0.00 1.00 $7.572.99 1.00 $7,572.99 0.00 50.00 See FB #2, Page 93 and CO #2 124E 12" INSTA Valve 250 $12,885.00 EACH 0-00 50.00 3.00 $38,655.00 100 $38,655.00 0.00 $0.00 See FB #2, Page 91 and CO #2 Page 6 of 6 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -S4 136th St and Gray Road Roundabout Item No. Item Description Unit Pnoe Unit Original Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quanti Amount Undenuns Quantity Amount Reference to Source Documentation 125E Water Related Field Changes $7,710.42 Lsum 0.00 $000 1.00 $7.71042 1.00 $7,710.42 0.00 $0.00 See FB #2, Page 93 and CO #5 126E Emergency Field Repair of 8" Sanitary Forcemain $10.346.71 Lsum 0.00 $000 1.00 $10,346.71 1.00 $10.346.71 0.00 $0.00 See FB #2, Page 91 and CO 06 127E Subgrade Treatment, 18, Cement $8.38 SYS 0.00 $0.00 4873.00 $10,835.74 4873.00 $40,835.74 0.00 $0.00 See FB #2, Page 7A and CO #7 128E Regrade Seed Area for Sod $11,001.96 SYS 0.00 $0.00 1.00 $11,001.96 1.00 $11,001.96 0.00 $0.00 See FB #2, Page 94 and CO #9. 129E Wild Flower Plugs, wBlanket $3,842.00 Lsum 0.00 WOO 1.00 $3,842.00 1.00 $3,842.00 0.00 $0.00 See FB #2, Page 90 and CO #9 130E Barrel Extensions for STIR 228 and STIR 230 $1,853.81 Lsum 0.00 $0.00 1.00 $1,853.81 1.00 $1,853.81 0.00 $0.00 See FB #2, Page 90 and CO 09 131 E Snowplowable Raised Pavement Marker, Blue $405.00 EACH 0.00 $0.00 1.00 $405.00 1.00 $405.00 0.00 $0.00 See FB #2, Page 85 and CO #9 132E Curb and Gutter Turnout $1,157.31 EACH 0.00 $0.00 1.00 $1,157.31 1.00 $1,157.31 0.00 $0.00 See Field Book #2, Page 88 133E Wood's Prvpeny Driveway Construction $15,929.29 LSUM 0.00 $0.00 1.00 $15,929.29 1.00 $15,929.29 0.00 $0.00 See FCR Page 133-20 134E Mailbox, Reset $170.50 EACH 0.00 $0.00 2.00 $341.00 2.00 $341.00 0.00 $0.00 See Field Book #2. Page 30A 135E Wood's RNV Slope Preparation for Sod $1.262.31 LSUM 0.00 $0.00 1.00 $1.262.31 1.00 $1.262.31 0.00 SO.00 See FCR Page 135-20 136E Corley Property Trail Adjustments $11,071.50 LSUM 0.00 $0.00 1.00 $11,071.50 1.00 $11,071.50 0.00 $0.00 See FCR Page 136-2 Field Design and Relocation Work for Sanitary and Storm 137E Sewer Construction $20,282.12 LSUM 0.00 $0.00 1.00 E20,282.12 1.00 $20,282.12 0.00 $0.00 See FCR Page 137-2 138E Wray Property Slope and Finish Grade Adjustment $4,941.68 LSUM 0.00 $0.00 1.00 $4,941.68 1.00 $4,941.68 0.00 $0.00 See FCR Page 138 139E Utility Delay Reimbursement $24,860.12 LSUM 0.00 $0.00 1.00 $24,860.12 1.00 $24,860.12 0.00 $0.00 See CO #17 Totals $1,124,440.72 $1,194,487,131 1 $334,997.10 $264,950.69 20 / t-ttay T 1V �2O1 /'r~nape L Page 1 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Original Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quantity Amount Undenuns Quantity Amount Reference to Source Documentation 1 Construction Engineering $23,570.00 Lsum 1.00 $23.57000 1.00 $23,570. 0.00 $000 0.00 $0.00 See Field Book #4, Page 1 2 Mobilization and Demobilization $72.228.69 Lsum 1.00 $72,228.69 1.00 $72,228.69 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 1 3 Clearing Right of Way $30,000.00 Lsum 1.00 $30,000.00 1.00 $30,000.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 2 4 Sidewalk, Concrete, Remove $9.00 SYD 1302.00 $11,718.00 1302.00 $11,718.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 2 5 Concrete Curb and Gutter, Remove $7.00 LFT 1989.00 $13,923.00 1989.00 $13,923.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 3 6 Concrete Curb, Remove $Z00 LFT 237.00 $1,659.00 237.00 $1,659.00 0.00 $0.00 0.00 $0.00 See Field Book #4, page 3 7 Signal Pole Foundation, Remove $500.00 EACH 4.00 $2,000.00 4.00 $2,000.00 0.00 $0.00 0.00 $0.00 See Field Book #4, page 4 8 Excavation, Common $17.00 CYD 5144.00 $87,448.00 5460.70 $92,831.90 316.70 $5,383.90 0.00 $0.00 See Field Book #4. Page 5A 9 Excavation, Common (Undistributed) $17.00 CYD 797.00 $13,549.00 92.00 $1,564.00 0.00 $0.00 705.00 $11,985.00 See Field Book $4, Page 7 10 Barrow $0.01 CYD 65TI.00 $65.77 0.00 $0.00 0.00 $0.00 6577.00 $65.77 Item Not Used 11 B -Borrow (Undistributed) $25.00 CYD 797.00 $19.925.00 92.40 $2.310.00 0.00 $0.00 704.60 $17.615.00 See Field Book #4. Page 8 12 Temporary Inlet Protection $150.00 EACH 41.00 $6,150.00 0.00 $0.00 0.00 $0.00 41.00 $6,150.00 Item Not Used 13 Temporary Mulch $420.00 TON 2.00 5840.1)0 0.00 $0,00 0.00 $0.00 2.00 $840.00 Item Not Used 14 Tempr-ary Silt Fence $1.90 LFT 3029.00 $5,755.10 1952.00 $3.708.80 O.00 $0.011077.00 $2,046.30 See Field Book #4, Page 9 15 No 2 Stone $25.00 TON 200.00 $5,000.00 0.00 $0.00 0.00 $0.00 200.00 $5,000.00 Item Not Used 16 Temporary Geotextile $1.00 SYD 470.00 $470.00 0.00 $0,00 0.00 $0,00 470.00 $470.00 Item Not Used 17 Temporary Seed Mixture $1.15 LBS 136.00 $156.40 0.00 $0.00 0.00 $0.00 136.00 $156.40 Item Not Used 18 Temporary Culvert Protection $150.00 EACH 4.00 $600.00 0.00 $0.00 0.00 $0.00 4.00 $600.00 Item Not Used 19 Sediment, Remove $16.80 CYD 60.00 $1,008.00 0.00 $0.00 0.00 $0.00 60.00 $1,008.00 Item Not Used 20 Subgrade Treatment, Type IIB (Cement Only) $6.90 SYS 9873.00 $68,123.70 9873.00 $68,123.70 0.00 $0.00 0.00 $0.00 See Field Book #4, page 10 21 Structural Backfill, Type 1 $37.00 CVD 1895.00 $70,115.00 1773.30 $65,612.10 0.00 $0.00 121.70 $4,502.90 See FCR Page 55-3 22 Compacted Aggregate, No. 53 Base $31.00 TON 897.00 $27,807.00 1234.80 $38,278.80 337.80 $10,471.80 0.00 $0.00 See Field Book #4, Page 12A 23 Joint Adhesive, Surface $0.40 LFT 5248.00 $2,09920 3447.00 $1,378.80 0.00 $0.00 1801.00 $720.40 See Field Book #4, Page 13 24 Joint Adhesive, Intermediate $0.50 LFT 5248.00 $2.624.00 2631.50 $1,315.75 0.00 $0.00 2616.50 $1,308.25 See Field Book 94, Page 14 25 Liquid Asphalt Sealant $0.20 LFT 5248.00 $1,049.60 0.00 $0.00 0.00 SOM 5248.00 $1,049.60 Item Not Used Page 2 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price Unit On incl Estimate Quantity I Amount Final Estimate Ouanbty Amount Overruns Quantity Amount Undenuns Quantity Amount Reference to Source Documentation 26 HMA, Type C. Surface, 9.5mm $85.00 TON 626.00 $53.210,00 698.70 S59.389.50 72.70 $6,179.50 0.00 $0.00 See Field Book #4. Page 15 27 HMA, Type C. Irdemiediate, 19.0mm $60.00 TON 1043.00 $62,580. 971.60 $58.296.00 0.00 $0.00 71.40 $4,284.00 See Field Bods #4, Page 16 28 HMA, Type C, Base, 25.Omm $51.00 TON 2844.00 $145,044.00 2545.80 $129,835.80 0.00 $0.00 298.20 $15,206.20 See Field Book #4, Page 17 29 HMA, Type C. Intermediate, OG, 19.Omm $58.00 TON 1152.00 $66,816.00 1221.90 $70,870.20 69.90 $4,054.20 0.00 $0.00 See Field Book #4, Page 18 30 Colored and Jointed Concrete, 7 $90.00 SYS 184.00 $16,560.00 184.00 $16,560.00 0.00 $0.00 0.00 $0.00 See Field Book 94, Page 19 31 HMA Surface, Type B, 9.5mm $92.00 TON 132.00 $12,144.00 145.30 $13,367.60 13.30 $1,223.60 0.00 $0.00 See Field Book 94, Page 20 32 HMA Intermediate, Type B, 19.Omm $70.00 TON 220.00 $15,400.00 220.00 $15,400.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 21 33 Sidewalk, Concrete, 4" $41.00 SYS 651.00 $26,691.00 573.00 $23,493.00 0.00 $0.00 78.00 $3,198.00 See Field Book #4, Page 23 34 Curb Ramp, Concrete (All Types) $151.00 SYS 300.00 $45,300.00 347.00 $52,397.00 47.00 $7,097.00 0.00 $0.00 See Field Book 4114, Page 26A 35 Detectable Warning Surface $23.00 SYS 58.00 $1,334.00 47.50 $1,092.50 0.00 $000 10.50 $241_50 See Field Book #4, Page 27A 36 Curb, Concrete $29.00 LFT 582.00 $16.878.00 561.50 $16.283,50 0.00 $0.00 20.50 $594.5 See Field Book. #4. Page 28 37 Modified Curb, Concrete $26.00 LFT 179.00 $4,654.00 179.00 $4,654.OA 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 29 38 Roll Curb and Gutter, Modified $26.20 LFT 239.00 $6,261,80 239.00 $6,26180 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 30 39 Concrete Curb and Gutter, Combined, Type II $17.60 LFT 2823.00 $49,664. 2582.00 $45,44320 0.00 $0DO 241.00 $4,241.60 See Field Book #4, Page 31 40 Curb, Concrete, Depressed $21.00 LFT 80.00 $I'6W.00 80.00 $1.680.00 0.00 $0.00 0.00 $0.00 See Fleur Book #4, Page 32 41 Curb and Gutter, Concrete, Depressed $17.20 LFT 360.00 $6,192.00 277.00 $4,764.40 0.00 $0.00 83.00 $1,427.60 See Feld Book #4, Page 33 42 Center Curb, D, Concrete $230.DO SYS 13.00 $2,990.00 10.00 $2,300.00 0.00 $0.00 3.00 $690.00 See Field Book #4, Page 34 43 PCCP for Approaches, 9 IN $65.00 SYS 450.00 $29,250.00 640.00 $41,600.00 190.00 $12,350.00 0.00 $0.00 See FCR Page 43-5 44 Right of Way Marker $165.00 EACH 37.00 $6,105.00 0.00 $0.00 0.00 $0.00 37.00 $6,105.00 Item Not Used 45 Adjustment of Section Comer $575.00 EACH 1.00 $575.00 1.00 $575.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 36 46 Monument, B $700.00 EACH 25.00 $17,500.00 0.00 $0.00 0.00 $0.00 25.00 $17,500.00 Item Not Used 47 Mulching Matenal $285.00 TON 1.00 $285.00 0.00 $0.00 0.00 $0.00 1.00 $285.00 Item Not Used 48 Fertilizer $500.00 TON 1.00 $500.00 0.53 $265.00 0.00 $0.00 0.47 $235.00 See FCR Page 53-4 49 Seed Mixture. U $11.00 LBS 78.00 $858.00 0.00 $0.00 0.00 $0. 78.00 $85 8.00 Item Not Used 50 Water $1.00 KGAL 11.00 $11.00 0.00 $0.00 0.00 $0.011 11.00 $11.00 Item Not Used Page 3 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Ori incl Estimate Quantity I Amount Final Estimate Quantity Amount Overruns Quantity Amount Undenuns Quantity Amount Reference to Source Documentation 51 Topsoil $45.00 CYD 530.00 $23,&50 00 165.00 $7.42500 0.00 $0.00 365.00 $16.425.00 See Feld Book !4, Page 37 52 Sodding, Nursery $3.00 SYS 2545.00 $7,635.00 6389.00 $19,167.00 3844.00 $11,532.00 0.00 $0.00 See FCR Page 53-4 53 Geotextiles $5.00 SYS 22.00 $110.00 29.30 $146.50 7.30 $36.50 0.00 $0.00 See Field Book #4, Page 38 54 Rip Rap Revetment $51.50 TON 11.00 $566.50 13.00 $669.50 2.00 $103.00 0.00 $0.00 See Field Book #4, Page 38 55 Pipe, Type 2, Circular, 36 IN $100.00 LFT 650.00 $65,000.00 618.00 $51,800A0 0.00 $0.00 32.00 $3,200.00 See FCR Page 55-3 56 Pipe, Type 4, Circular, 6 In $5.25 LFT 2455.00 $12,888.75 2553.00 $13,403.25 98.00 $514.50 0.00 $0.00 See FCR Page 56-1 57 Pipe, Type 2, Circular, 12 IN $52.00 LFT 722.00 $37,544.00 559.50 $29,094.00 0.00 $0.00 162.50 $8,450.00 See FCR Page 55-3 58 Pipe, Type 2, Circular, 21 IN $69.00 LFT 398.00 $27,462.00 376.50 $25,978.50 0.00 $0.00 21.50 $1,483.50 See FCR Page 55-3 59 Pipe, Type 2, Circular, 24 IN $77.00 LFT 751.00 $57,827.00 716.50 $55,170.50 0.00 $0.00 34.50 $2,656.50 See FCR Page 55-3 60 Video Inspection for Pipe $1.22 LFT 2521.00 $3,075.62 2270.50 $2,770.01 0.00 $0.00 250.50 $305.61 See Feld Book 94, Page 48 61 Video Inspection for Underdrain $0.95 LFT 2455.00 $2.332.25 2553.00 $2.425.35 98.00 $93.10 0.00 $0.00 See Field Book #4. Page 48 62 Aggregate for Undedrains $44.25 CYD 194.00 $8,584.50 201.70 $8.925.23 7.70 $340.73 0.00 $0. See FCR Page 56-1 63 Geotexhies for Underdrains $2.05 SYS 1705.00 $3,495.25 1778.80 $3.646.54 73.80 $151.29 0.00 $0.00 See FCR Page 56-1 64 Inlet, F-7 $2,100.00 EACH 1.00 $2,100.00 1.00 $2,100.00 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 65 inlet, M-10 $2,800.00 EACH 15.00 $42,000.00 14.00 $39,200.00 0.00 S0.00 1.00 $2,800.00 See FCR Page 55-3 66 Modified Manhole, J-4 $5,000.00 EACH 5.00 $25,000.00 5.00 $25,000. 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 67 Manhole, CA $3,500.00 EACH 10.00 $35,000.00 10.00 $35,000.00 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 68 Manhole, J4 $4,900.00 EACH 1.00 $4,900.00 1.00 $4,900.00 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 69 Inlet, J-10 $2,600.00 EACH 17.00 $44,200.00 17.00 $44,200.00 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 70 Detention Outlet Structure $1,850.00 EACH 1.00 $1,850.00 1.00 $1,850.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 60 71 Detention Release Structure $5,500.00 EACH 1.00 $5,500.00 1.00 $5,500.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 61 72 Pipe End Section, 21 IN DIA $1,620.00 EACH 1.00 $1,620.00 1.00 $1,620.00 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 73 Pipe End Section, 121N DIA $1,330.00 EACH 1.00 $1,330.00 1.00 $1,330.00 0.00 $0.00 0.00 $0.00 See FCR Page 55-3 74 Water Quality Structure, 2.86 CFS $31,500.00 EACH 1.00 $31,500.00 1.00 $31,500.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 64 75 Construction Sign, C $195.00 EACH 6.00 $1,170.00 6.00 $1,170.00 0.00 $0.00 0.00 $0.00 See Feld Book #4, Page 65 Page 4 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Original Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quantity Amount Undenuns Quantity Amount Reference to Source Documentation 76 Road Closure Sign Assembly $139.00 EACH 16.00 $2,224.00 16.00 S2,224,00 0.00 $000 0.00 $0.00 See Feld Book 94, Page 65A 77 Detour Route Marker Assembly $89.00 EACH 40.00 $3,560.00 40.00 $3.560-00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 65A 78 Construction Sign, A $125.00 EACH 18.00 $2,250.00 18.00 $2,250.00 0.00 $0.00 0.00 $0.00 See Feld Book #4, Page 65 79 Construction Sign, B $49.00 EACH 14.00 $686.00 14.00 $686.00 0.00 $0.00 0.00 $0.00 See Field Book #4, page 65 80 Maintaining Traffic $10,000.00 LSUM 1.00 $10,000.00 1.00 $10,000.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 66 81 Barricade, III -A $8.00 EACH 224.00 $1,792.00 180.00 $1,440.00 0.00 $0.00 44.00 $352.00 See Field Book #4, Page 65A 82 Barricade, III -B $8.00 EACH 240.00 $1,920.00 216.00 $1,728.00 0.00 $0.00 24.00 $192.00 See Field Book #4, Page 65A 83 Sign Post, Square, Type 1, Reinforced Anchor Base $15.00 LFT 158.00 $2,370.00 158.00 $2,370.00 0.00 $0.00 0.00 $0.00 See FCR Page 831 84 Sign Post, Square, Type 2, Reinforced Anchor Base $15.00 LFT 254.00 $3,810.00 254.00 $3,810.00 0.00 $0.00 0.00 $0.00 See FCR Page 83.1 85 Sign, Sheet, With Legend, 0.080 IN $16.00 SFT 157.00 $2,512.00 157.00 $2,512.00 0.00 $0.00 0.00 $0.00 See FCR Page 83-1 86 Sign. Sheet. With Legend. 0.100 IN $17.00 SFT 95.00 $1,615.00 95.00 $1.615.00 0.00 $0.00 0.00 $0.00 See FCR Page 831 87 Street Name identification Sign $1,400.00 EACH 4.00 $5,600.00 4.00 $5,600.00 0.00 $0.00 0.00 $0.00 See FCR Page 831 88 Traffic Signal Equipment, Remove (126th and Gray) $2,500.00 EACH 1.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 67 89 Transportation of Salvagable Signal Equipment $350.00 LSUM 1.00 $350.00 1.00 $350.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 67 90 Controller Cabinet Foundation, P1, Modified $1,100.00 EACH 1.00 $1,100.00 1.00 $1,100.00 0.00 S0.00 O.0o $0.00 See Field Book #4, Page 66 91 Conduit, Steel, Galvanized, 3 IN $20.00 LFT 220.00 $4,400.00 0.00 $0.00 0.00 $0.00 220.00 $4,400.00 Item Not Used 92 Conduit, Steel, Galvanized, 21N $13.50 LFT 82.00 $1,107.00 194.00 $2,619.00 112,001 $1,512.00 0.00 $0.00 See Field Book #4, Page 66 93 Controller Cabinet, P1, Modified $4,500.00 EACH 1.00 $4,500.00 1.00 $4,500.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 66 94 Conduit, PVC, 4 IN $12.25 LFT 4376.00 $53,606.00 3848.00 $47,138.00 0.00 $0.00 528.00 $6,468.00 See Field Book #4, Page 69 95 Conduit, PVC, 1 IN, Schedule 40 $10.00 LFT 50.00 $500.00 50.00 $500.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 73 96 Light Standard Foundation, 30 IN Diameter x 8 FT $1,150.00 EACH 8.00 $9,200.00 8.00 $9,200.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 70 97 light Pole, Ornamental, 20 FT $4,400.00 EACH 8.00 $35,200.00 8.00 $35,200.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 70 98 luminaire, Oma ental $3,300.00 EACH 8.00 $26,400.00 8.00 $26,400.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 70 99 Wire, No 4 Copper, in Plastic Duct in Trench $10.00 LFT 721.00 $7,210.00 1022.00 $10,220.00 301.00 $3,010.00 0.00 $0.00 See Field Book #4, Page 68 100 Connector Kit, Unfused $35.00 EACH 8.00 $280.00 8.00 $280.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 71 Page 5 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price UnitQuanti Original Estimate Final Estimate Overruns Underruns Amount Quantity Amount Quantity Amount Quantity Amount Reference to Source Documentation 101 Connector Flit, Fused $35.00 EACH 8.00 $280.00 8.00 $280.00 0.00 $0.00 0.00 $0.00 See Feld Book #4, Page 67 102 Multiple Comression Fitting, Non -Waterproofed $12.00 EACH 24.00 $288.00 24.00 $28&00 0.00 S0.00 0.00 $0.00 See Field Book #4. Page 68 103 Insulation Link, Non -Waterproofed $11.00 EACH 8.00 $88.00 8.00 $88.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 72 104 Pull Box $650.00 EACH 20.00 $13,000.00 20.00 $13,000.00 0.00 30.00 0.00 $0.00 See Field Book #4, Page 71 105 Signal Handhole $950.00 EACH 8.00 $7,600.00 9.00 $8,550.00 1.00 $950.00 0.00 $0.00 See Field Book #4, Page 72 106 Lighting Service Point, (126th and Gray) $400.00 EACH 1.00 $400.00 1.00 $400.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 72 107 Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 IN $4.95 LFT 560.00 $2,772.00 420.00 $2,079.00 0.00 $0.00 140.00 $693.00 See FCR Page 107 108 Line, Thermoplastic, Broken, White, 4 IN $1.75 LFT 285.00 $498.75 298.00 $521.50 13.00 $22.75 0.00 $0.00 See FCR Page 107 109 Line, Thermoplastic, Solid, White, 61N $1.25 LFT 936.00 $1,170.00 759.00 $948.75 0.00 $0.00 177.00 $221.25 See FCR Page 107 110 Line, Thernoplas�, Solid, Yellow, 4 IN $0.65 LFT 2742.00 $1,782.30 2616.00 $1,700.40 0.00 $0.00 126.00 $81.90 See FCR. Page 107 111 Pavement Message Marking, Thermoplastic, Lane Indication Arrow $95.00 EACH 15.00 $1,425.00 19.00 $1.805.00 4.00 $380DO 0.00 $0.00 See FCR Page 107 112 Transverse Marking, Thermoplastic, Yield Line, White, 36 IN Shark Teeth $10.70 EACH 86.00 $920.20 80.00 $856.00 0.00 $0,00 6.00 $64.20 See FCR Page 107 113 Line, Thermoplastic, Dotted, White, 8 IN $2.75 LFT 182.00 $500.50 82.00 $225.50 0.00 $0.00 100.00 $275.00 See FCR Page 107 114 Line, Thermoplastic, Dotted, White, 61N $2.05 LFT 80.00 $16400 22.00 $45.10 0.00 $0.00 58.00 $118.90 See FCR Page 107 115 Line, Thermoplastic, Solid, Yellow, 8 IN $1.65 LFT 93.00 $153.45 96.00 $158.40 3.00 $4.95 0.00 $0.00 See FCR Page 107 116 Pavement Message Marking, Word "ONLY" $130.00 EACH 1.00 $130.00 1.00 $130.00 0.00 $0.00 0.00 $0.00 See FCR Page 107 117 Transverse Marking, Thermoplastic, Stop Line, 24 IN $4.95 LFT 67.00 $331.65 0.00 $0.00 0.00 $0.00 67.00 $331.65 See FCR Page 107 118 Snowplowable Raised Pavement Markers, Yellow $82.00 EACH 20.00 $1,640.00 20.00 $1,640.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 73 119 Field Office $2,500.00 MOS 6.00 $15,000.00 2.00 $5,000.00 0.00 $0.00 4.00 $10,000.00 See Field Book #4, Page 73 120 Type 1 Sanitary Manhole $7,300.00 EACH 3.00 $21,900.00 3.00 $21,900.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 74 121 Type 2, Sanitary Manhole Reconstruct $16,100.00 EACH 1.00 $16,100.00 1.00 $16,100.00 0.00 $0.00 0.00 $0.00 See Field Book 94, Page 75 122 8" SDR 35 PVC $115.00 LFT 40.00 $4,600.00 137.00 $15,755.00 97.00 $11,155.00 0.00 $0.00 See Feld Book #4, page 76 Pape 6 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project I6-ENG•16 126th Stand Gray Road Roundabout Item No. Item Description Unit Price Unit Ori inaI Estimate Quantity Amount Final Estimate Quantity Amount Overruns Quantity Amount Undenuns Quantity Amount Reference to Source Documentation 123 8"C -9W DR 18 PVC Forcemain $120.00 LFT 100.00 $12,000.00 172.00 $20.640DO 72.00 $8,640.00 0.00 $0.00 See Field Book #4, Page 77 124 12" SDR 35 PVC $122.00 LFT 75.00 $9,150.00 85.00 $10,370.00 10.00 $1,220.00 0.00 $0.00 See Field Book #4, Page 78 125 8" Forcemain Connection $4,600.00 LSUM 1.00 $4,600.00 1.00 $4,600.00 0.00 $0.00 0.00 $0.00 See Field Book #4, page 78 126 Sanitary Forcemain Pump Around $18,000.00 LSUM 1.00 $18,000.00 1.00 $18,000.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 79 127 Structure Backfill for Water and Sanitary Line Relocation $55.50 CYD 300.00 $16,650.00 317.50 $17,621.25 17.50 $971.25 0.00 $0.00 See Field Book 94, Page 88A 128 12" DIA Water Main Lowering $11,500.00 EACH 4.00 $46,000.00 3.00 $34,500.00 0.00 $0.00 1.00 $11,500.00 See Field Book #4, Page 80 129 10" DIA Water Main Lowering $0.00 EACH 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 Item Not Used 13016" DIA Water Main Lowering $7,300.00 EACH 1.00 $7,300.00 0.00 $0.00 0.00 $0.00 1.00 $7,300.00 Item Not Used 131 Adjust Valve to Grade $107.00 EACH 4.00 $428.00 4.00 $428.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 81 132 Remove Replace and Adjust Fire Hydrant $5,500.00 EACH 2.00 $11,000,00 3.00 $16,500.00 1.00 $5,500.00 0.00 $0.00 See Field Book #4, Page 82 133 12" Gate Valve $3.250.00 EACH 1.00 $3.250.00 0.00 $0.00 0.00 $0.00 1.00 $3.250.00 Item Not Used 134 12" DIA Raw water Main (Undistributed) $185.00 LFT 200.00 $37,000.00 27.00 $4,995.00 0.00 $0.00 173.00 $32,005.00 See Field Book #4, Page 82 135 Raw Water Main Connections (Undistributed) $5,800.00 EACH 2.00 $11,600.00 2.00 $11,600.00 0.00 $0.00 0.00 $0.00 See Field Book #4, Page 83 136 12" TEAM INSERTA Valves (Undistributed) $17,900.00 EACH 2.00 $35,800.00 0.00 $0.00 0.00 $0.00 2.00 $35,800.00 Item not Used 137 Adjust Casting to Grade, Sanitary Manholes $1,000.00 EACH 4.00 $4,000.00 4.00 $4,000,00 0.00 $0.00 0.00 $0.00 See Field Boric #4, Page 84 138 Adjust Inlet to Grade $670.00 EACH 2.00 $`I'W.00 0.00 $0. 0.00 $0.00 2.00 $1,340. 09Item Not Used 139 Concrete Pavement, Remove $20.00 SYS 276.00 $5,520.00 424.30 $8,486.00 148.30 $2,966.00 0.00 $0.00 See Filed Book #4, Page 85 140E 10" EZ Valve $13,180.00 EACH 0.00 $0.00 2.00 $26,360.00 2.00 $26,360.00 0.00 $0.00 See Field Book #4, Page 86 141E 12" EZ Valve $14,170.00 EACH 0.00 $0.00 2.00 $28,340.00 2.00 $28,340.00 0.00 $0.00 See Field Book #4, Page 87 142E Unforeseen 10" Watennain Field Locating and Engineering $12,198.47 LSUM 0.00 $0.00 1.00 $12,198.47 1.00 $12,198.47 0.00 $0.00 See Field Book #4, Page 88 143E 10" DIA Watermain Relocation $371.42 LFT 0.00 $0.00 57.50 $21,356.65 57.50 $21,356.65 0.00 $0.00 See Field Book #4, Page 89 144E 1" Irrigation Tap $9,274.98 EACH 0.00 $0.00 1.00 $9,274.98 1.00 $9,274.98 0.00 $0.00 See Field Book #4, Page 89 145E Added Tum Lanes at 126th St and River Rd $67,784.18 LSUM 0.00 $0.00 1.00 $67,784.18 1.00 $67,784.18 0.00 $0.00 See Field Book #4, Page 90 146E Tree, 18" Remove $2,500.00 EACH 0.00 $0.00 3.00 $7,500.00 3.00 $7,500.00 0.00 $0.00 See Field Book #4, Page 90 147E Curb and Gutter, Remove $13.07 LFT 0.00 $0.00 165.00 $2,156.55 165.00 $2,156. 0.00 $0.00 See Field Book #4, Page 93 Page 7 of 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Original Estimate Quantitv Amount Final Estimate Quantity Amount Overruns Quantity Amount Underruns Quantity Amount Reference to Source Documentation 148E Sidewalk, Concrete, Remove $13.81 SYS 0.00 $000 23200 $3,272.97 237.00 $3,272.97 0.00 $0.00 See Feld Book #4, Page 93 149E Excavation, Common $125.06 CYD 0.00 $0.00 65.00 $8.12&90 65.00 $8,128.90 0.00 $0.00 See Field Book #4, Page 91 150E Borrow $45.89 CYD 0.00 $0.00 60.00 $2,753.40 60.00 $2,753.40 0.00 $0.00 See Field Book #4, Page 93 151E Subgrade Treatment, Type III $4.19 SYS 0.00 $0.00 792.00 $3,318.48 792.00 $3,318.48 0.00 $0.00 See Field Book #4, Page 90 152E Structure Backfill, Type 1 $31.65 CYD 0.00 $0.00 17.00 $538.05 17.00 $538.05 0.00 $0.00 See Field Book #4, Page 96 153E Compacted Aggregate, No. 53 Base $46.26 TON 0.00 $0.00 290.00 $13,415.40 290.00 $13,415.40 0.00 $0.00 See Field Book #4, Page 92 154E HMA Surface, Type B, 9.5mm $110.28 TON 0.00 $0.00 72.30 $7,973.24 72.30 $7,973.24 0.00 $0.00 See Field Book #4, Page 20A 155E HMA Intermediate, Type B, 19.Omm $100.52 TON 0.00 $0.00 116.40 $11,700.53 116.40 $11,700.53 0.00 $0.00 See Field Book #4, Page 20A 156E Curb and Gutter. Concrete, Modified $41.97 LFT 0.00 $0.01276.00 $11,583.72 276.00 $11,583.72 0.00 $0.00 See Field Book #4, Page 94 157E Pipe, Type 2. Circular, 12 IN $54.40 LFT 0.00 $0.00 38.00 $2,067.20 38.00 $2,06720 0.00 $0.00 See Field Book #4, Page 95 158E Pipe Catch basin. 15 IN $1.512.85 EACH 0.00 $0.00 2.00 $3.025.70 2.00 $3,025.70 0.00 $0.00 See Field Book #4. Page 96 159E Art Feature Foundation $13,877.21 LSUM 0.00 $0.00 1.00 $13,877.21 1.00 $13,877.21 0.00 $0.00 See Field Book #4, Page 92 160E Additional Work for Deep Sanitary Manhole $12,820.50 LSUM 0.00 $0.00 1.00 $12,820.50 1.00 $12,820.50 0.00 $0.00 See Field Book 114, Page 75 161E Curb and Gutter Turnout $1,157.31 EACH 0.00 $0.00 1.00 $1,157.31 1.00 $1,157.31 0.00 $0.00 See Field Book #4, Page 29 162E Snowplowable Raised Pavement Markers, Blue $405.00 EACH 0.00 $0.00 4.00 $1,620.00 4.00 $1,620.00 0.00 $0.00 See Field Book #4, Page 74 163E Laboratory Testing of Concrete Field Specimens $671.34 EACH 0.00 $0.00 1.00 $671.34 1.00 $671.34 0.00 $0.00 See FCR Page 163-2 164E Tree Removal CSTA 20+35 $1,980.00 EACH 0.00 $0.00 1.00 $1,980.00 1.00 $1,980.00 0.00 $0.00 See Field Book #4, Page 94 165E Additional Sod Preparation $9,708.46 LSUM 0.00 $0.00 1.00 $9,708.46 1.00 $9,708.46 0.00 $0.00 See FCR Page 165-1 166E Accelerated Sidewalk Preparation and Construction $12,870.52 LSUM 0.00 $0.00 1.00 $12,870.52 1.00 $12.870.52 0.00 $0.00 See FCR Page 166-1 167E Winter Concrete Operations $9,081.79 LSUM 0.00 $0.00 1.00 $9,081.79 1.00 $9,081.79 0.00 $0.00 See FCR Page 167-1 168E Accelerated Finish Fine Grading Construction $17,250.17 LSUM 0.00 $0.00 1.00 $17,250.17 1.00 $17,250.17 0.00 $0.00 See FCR Page 168-1 169E Accelerated Sod Preparation and Construction $9,708.46 LSUM 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 Item Not Used 170E Incentive Bonus $500.00 DAY 0.00 $0.00 15.00 $7,500.00 15.00 $7,500.00 0.00 $0.00 See Change Order# 17 Page 8 o/ 8 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16 -ENG -16 126th St and Gray Road Roundabout Item No. Item Description Unit Price Unit Orial Estimate Final Estimate Overruns Undenuns Quantity Amount Quantity Amount Quantity Amount Quantity Amount Reference to Source Documentation Totals 1 $2,002,002.78 $2,171,041.04 1 5427,148.79 $258,110.53 i i TD.q�sry ,4.- J- y. Gko 1fl/Elle f io�er.� -ma v'Ve't Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 05/03/18 Re: C.O. #18136«' and 126th Gray Road RABS Project #16 -ENG -54 and #16 -ENG -16 Doug please find attached 1 original of same change order for project #16 -ENG -54 and #16 -ENG -16 for 136th and 126' Gray RABS Projects. Please review & initial for the next BPW Meeting. Change Order #18 - Original Contract Amount: $3,205,200.00 Decrease: $232,411.04 New Contract Amount: $3,535,528.22 Thank you, Lisa Scott 0 Page 1 Page 1 of 2 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project 16SW-107 Gray Road Cu Wert Replacement, Culvert #166 Item No. Item Description Unit Price Unit Original Estimate Quantity I Amount Final Estimate Quanti Amount Overruns Quan Amount Undenuns Quantity Amount Reference to Source Documentation 1 Construction Engineering $1,000.00 Lsum 1.00 $1,000.00 1.00 $11,0X00 0.00 $0.00 0.00 $0.00 See FB #1, Page 1 2 Mobilization and Demobilization $5,700.00 Lsum 1.00 $5,700.00 1.00 $5,700.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 1 3 Clearing Right of Way $8,700.00 Lsum 1.00 $8,700.00 1.00 $8,700.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 2 4 Maintenance of Traffic, Project 16 -SW -107 $3,200.00 Lsum 1.00 $3,200.00 1.00 $3,200.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 2 5 Straight Curb, 61nch, Remove and Replace $67.00 LFT 20.00 $1,340.00 20.00 $1,340.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 3 6 Concrete Median Patch, 6" Remove and Replace $104.00 SYD 9.00 $936.00 9.00 $936.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 3 7 38" x 60" Elliptical RCP $517.00 LFT 39.00 $20,163.00 40.00 $20,680.00 1.00 $517.00 0.00 $0.00 See FB #1, Page 3 8 Concrete Pipe End Section, 38" x 60" Elliptical RCP $3,100.00 EACH 1.00 $3,100.00 1.00 $3,100.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 4 9 Storm Manhole, Type'M' $15,700.00 EACH 1.00 $15,700.00 1.00 $15,700.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 4 10 Flowdble Fill $80.00 CYD 65.00 $5,200.0 45.00 $3,600.00 0.00 $0DO 20.00 $1.600.00 See FB #1, Page 4 11 Concrete Cap. 12" $100.00 SYD 42.00 $4.200.00 65.30 $6.530.00 23.30 $2330.00 0.00 $0.00 See FB #1. Page 5 12 HMA Surface, 9.5mm, Type 'B' $360.00 TON 4.00 $1,440.00 0.00 $0.00 0.00 $0.00 4.00 $1,440.00 Item not used 13 Rip Rap, Class 1 $54.00 SYD 25.00 $1,350.0128.00 $1,512.00 3.00 $16100 0.00 $0.00 See FB #1, Page 6 14 Non Woven Geotextile Fabric $6.50 SYD 25.00 $162.50 28.00 $182.00 3.00 $%50 0.00 $0.00 See FB #1, Page 6 15 Temporary Pump Around $4,300.00 Lsum 1.00 $4,300.00 1.00 $4,300.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 5 16 Line, Thermoplastic, Solid While, 4" $20.00 LFT 10.00 $200.00 0.00 $0-00 0.00 $0.00 10.00 $200. Item not used 17 Temporary Rock Check Dam $1,250.00 EACH 1.00 $1,250.00 1.00 $1,250.00 0.00 $0.00 0.00 $0.00 See FB #1, Page 5 18 Mulched Seeding $0.50 SYD 100.00 $50.00 1791.00 $895.50 1691.00 $845.50 0.00 $0.00 See FCR Page 18 19 Topsoil (undistributed) $45.00 CYD 17.00 $765.00 0.00 $0.00 0.00 $0.00 17.00 $765.00 Item not used 20E Concrete Curb, Remove $7.00 LFT 0.00 $0.00 199.00 $1,393.00 199.00 $1,393.00 0.00 $0.00 See FB #1, Page 7 21E Concrete Curb and Gutter $70.00 LFT 0.00 $0.00 62.00 $4,340.00 62.00 $4,340.00 0.00 $0.00 See FB #1, Page 8 22E HMA Surface, 9.5mm, Type'C' $85.00 TON 0.00 $0.00 168.00 $14,280.00 168.00 $14,280.00 0.00 $0.00 See FB #1, Page 9 23E HMA Wedge and Level $100.00 TON 0.00 $0.00 349.50 $34,950.00 349.50 $34,950.00 0.00 $0.00 See FB #1. Page 10 24E HMA Shoulders and Patch $299.00 TON 0.00 $0.00 7.60 $2,272.40 7.60 $2,272.40 0.00 $0.00 See FB #1, Page 11 25E Compacted Aggregate, #53 Base $31.00 TON 0.00 $0.00 38.40 $1,190.40 38.40 $1,190.40 0.00 $0.00 See FB #1, Page 11 Page 2 of 2 CONSTRUCTION RECORD COMPARISON ESTIMATES - ORIGINAL AND FIELD CONSTRUCTED Project i "W-107 Gray Road Culvert Replacement, Culvert #165 Item No. Item Description Unit Price Unit Original Estimate Quantity Amount Final Estimate Quanti Amount Overruns Quantity Amount Undenuns Quantft Amount Reference to Source Documentation 26E Pipe, Type 2, Circular, 12" $52.00 LFT 0.00 $0.00 16.00 $832.00 16.00 $832.00 0.00 $0.00 See FB #1, Page 12 27E Pipe End Section, 12" DIA. $1,330.00 EACH 0.00 $0.00 2.00 $2,660.00 2.00 52,660.00 0.00 $0.00 See FB #1, Page 12 28E Flexible Object Marker, Remove/Reinstall $70.00 EACH 0.00 $0.00 16.00 $1,120.00 16.00 $1,120.00 0.00 $0.00 See FB #1, Page 12 29E Milling, Asphalt, 1.5' $7.50 SYD 0.00 $0.00 1707.00 $12,802.50 1707.00 $12,802.50 0.00 $0.00 See FB #1, Page 13 30E Inlet, Adjust to Grade $670.00 EACH 0.00 $0.00 4.00 $2,680.00 4.00 $2,680.00 0.00 $0.00 See FB #1, Page 14 31E Line, Thermoplastic, Broken, White, 4" $1.75 LFT 0.00 $0.00 42.00 $73.50 42.00 $73.50 0.00 $0.00 See FB #1, Page 15 32E Line, Thermoplastic, Solid, White, 4" $1.00 LFT 0.00 $0.00 571.00 $571.00 571.00 $571.00 0.00 $0.00 See FB #1, Page 15 33E Line, Thermoplastic, Solid, Yellow, 4" $0.65 LFT 0.00 $0.00 1365.00 $887.25 1365.00 $887.25 0.00 $0.00 See FB #1, Page 15 34E Pavement Message Marking, Thermoplastic ARROW $95.00 EACH 0.00 $0.00 3.00 $285.00 3.00 $285.00 0.00 $0.00 See FB #1, Page 15 35E Grade Disturbed Areas $2,220.00 DAYS 0.00 $0.00 3.00 $6,660.00 3.00 $6,660.00 0.00 $0.00 See FB #1, Page 16 36E Transverse Marking, Yield Line $10.70 LFT 0.00 $0.00 0.00 $0.00 0.00 $0.00 a001 $0.00 Item not used 37E Mobilization (partial) $4,000.00 Lsum 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00 0.00 $0.00 See FB #1, Page 17 38E Pavement Message Marking, Thermoplastic ONLY $130.00 EACH 0.00 $0.00 1.00 $130.00 1.00 $130.00 0.00 $0.00 See FB #1, Page 18 39E Line, Thermoplastic, Solid Yellow, Cross Hatch, 12" $2.50 LFT 0.00 $0.00 99.00 $247.50 99.00 $247.50 0.00 $0.00 See FB #1, Page 18 Totals $78,756.501 $170,GW.051 1 $95,248,551 1 $4,005.00 lZln.,�n r.n � IlA�G2ZG�I .4-1ry 5 G" 1/01/11? �2O2Ef� /"r Grrl.A�gPiL