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HomeMy WebLinkAboutChange Order 2 - HIS Constructors; ($24,534.71); 20-SW-09 & 17-SW-14 - Sister Cities Garden and Monon Ditch Encapsulation; CO #2; Engineering DocuSign Envelope ID:C28BEB39-AA3A-4A74-B5F6-707876087C77 City of Carmel Project 20-SW-09 & 17-SW-14 Sister Cities Garden & Monon Ditch Encapsulation CHANGE ORDER #2 Final balancing change order. Project is complete Contract Price prior to this Change Order $2,304.285.00 Contract Price will be increased/decreased by this Change Order $24,534.71 New Contract Price including this Change Order $2,328,819.71 Amount Adjusted Contract Cumulative%Change Price from Original Contract_ Original Contract $2,152,278.20 _ CO1 $152,006.80 $2,304,285.00 7% CO2 $24,534.71 $2,328,819.71 8% DocuSign Envelope ID:C28BEB39-AA3A-4A74-B5F6-707876087C77 CITY OF CARMEL TO: HIS Constructors CONTRACT CHANGE ORDER NO 02 5150 E. 65th Street DATE: 4/21/22 Suite B PROJECF NAME: Sister Cities Garden & Monon Ditch Indianapolis, IN 46220 CITY REQ. NO.: 20-SW-09 & 17-SW-14 CITY PO NO.: 104838 CITY PO DATE: 1/08/2021 I. You are directed to make the following changes in this Contract: This is the final project change order providing balance to the original and final quantities. Please see the attached spread sheet for easy for reference. The changes result in the following adjustment of Contract Price: Contract Price prior to this Change Order $2,304,285.00 Contract Price will be increased/decreased by this Change Order $24,534.71 New Contract Price including this Change Order $2,358,819.71 This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Approved: Recommended: Accepted: e--DocuSigned by: Lochentieller Group HIS Constructors ENGINEER CONTRACTOR R€119120Rwm, Mayor p—DocuSigned by: 3502 Woodview Trace STE 150 5150 E. 65"h Street STE B harti gtiutA, 15Wit1, Address Address iviff6°Mrirke, Member DocuSigned by: Indianapolis, IN 46268 Indianapolis, IN 46220 L$'l Uttsem, City/State/Zip City/State/Zip BLI:eiti8W , Member Da-vid G. By: David C. Lancet By: 77Jer iy/kashmaif, City Engineer Phone: 317-730-6365 Phone: ATTEST: Date: 04/21/22 Date: 04/21/22 DocuSigned by Wo4-C 0'0 twartiAW051fgang, Clerk 5/6/2022 Date: DocuSign Envelope ID:C28BEB39-AA3A-4A74-B5F6-707876087C77 Carmel Sister Coos 2t Marion Ditch Encapsulation Carmel City Contract 20-SW-09 e.:.17-SW-14 Balance or Items Original Quantities I Original Quantities with Change Orders I Final Quantities Estimated Estimated - (Item No. Description Unit Quant n Ilnit Pnce Pace Quantity I Unit Price Price Final Quantity Lao Pace Price Overrum'linderrun I Mobilization and Demobilization LS 1.00 5 125,000.00 $ 125,040.00 1.00 S 125,000 00 $ 125,000.00 I 00 $ 125000.o0 5 125.00000 $ - 2 Construction Ertumeering LS 1.00 $ 12,000.60 $ 12,000.00 I.00 5 12,000.00 $ 12,0(10.00 100 5 12,000.00 $ 12,00(3 0O $ - Maintanace of traffic LS I 00 5 75,600.00 S 75,000..00 I.00 5 75,000 00 $ 75,000.00 1.00 $ 75,090.00 5 75,000 00 $ - 4 Barricade,Type 111-H LFT 54,00 5 22.97 5 1,240 38 54.00 5 2297 $ 1,240.38 54.00 $ 22.97 g 1,2240.38 $ 5 Construction Si en,A EACH 4.00 5 225.00 S 900.00 4,00 5 225 00 $ 900.00 4.00 $ 2225.00 5 900 00 5 - 6 Construction Sign,13 EACH 2.00 S 2225.00 S 450..00 22.011 $ 225.00 $ 450.00 2.00 $ 225,00 $ 45000 5 - 7 Construction Sign,C EACH 200 5 225.00 5 450.00 2.00 5 225.00 $ 450.00 290 5 225,00 5 450.00 5 8 Construction Sign,D EACH 2.00 5 225-00 S 450.00 2,00 5 225,00 $ 450.00 2.00 $ 225.00 $ 450.00 5 - 9 (Construction Sign,F EACH 200 $ 5741 $ 114.82 2-00 $ 57.41 $ 114.82 2 00 5 57 41 5 114.82 5 - lA SWQCP Preparation and Implementation Level I. LS 100 $ 4,250 00 $ 4,250 00_ I 00 $ 4,250.00 $ 4,250 00 1.00 5 4,250.00 5 4,250.00 5 II Stormwater Quality Management Budget DOL 16,00000 $ I.00 $ 16,000-00 16,000.00 $ I00 $ 16,000.00 S©00.00 5 100 5 5,000.(10 5 (I1,000.00) 12. Construction Fence LFT 2,283 00 5 6.50 $ 14,839.50 2,283.00 $ 6.50 5 14,839.50 2,283.00 5 6.50 $ 14,839 50 5 - ____. 13 Building Demolition LS I00 $ 361,00000 $ 361,000.00 1.00 $ 36100000 $ 361,000.00 100 $ 361,000.00 $ 361,000.00 5 - 14 Overhead Utilities Removal LS 100 5 7,500.00 $ 7,500.00 - S 7.500 00 S - - $ 7,50000 $ $ - 15 Secondary.Gnder'round Electric Service Removal. LS I.00 $ 1,000 00 5 1,000 00 1-00 5 1,000 00 S - - $ 1,000.00 5 - 5 - 1 6 Gas Service Removal LS I 00 $ 6,000.00 S 6,000.00 1.00 5 6,000..00 $ 6,00000 1.00 $ 6,000.00 S 6.000.00 5 - 17 Water Service Removal LS I 00 $ 7,750.00 $ 7,75000 1.00 57,750.00 S 7,75000 1.00 5 7,750.00 5 7,750.00 5 - 18 Storm Infrastructure Removal IS I 00 $ 26,000.00 $ 26,000.00 1.00 S26,000.00 5 26,000 00 1.00 5 26,00000 S 26,000.00 5 19 Sanitary Infrastructure Removal LS I.00 $ 30,00000 $ 30,000.00 100 530,000.00 5 30,000..00 I.00 $ 30,000.00 5 .30.000.00 S - 20 Tree Removal EACH 5.00 $ 750.00 $ 3,750 00 5.00 $750.00 S 3,750 00 5.00 5 75000 $ 3.75000 5 - 21 Shrub Removal EACH 3.00 $ 300.00 $ 900.00, 3.00 S300.00 $ 900.00 6.00 5 300.00 $ 1,800.00 S 900 00 22 Saw Cut,Asphalt LET 1,7E5.00 $ 1.75 $ 3,123.75 1,785.00 SI.75 5 3,123.75 1.740.00 5 173 S 3,045.00 5 17875) 23 Saw Cut,Concrete LET 185.00 $ 2.50 $ 462.50 185.00 52.50 $ 462..50 185.00 5 22.50 S 462.50 5 24 Curb Removal LET 1,480.00 $ 400 $ 5,920.00 1,480.00 54.00 5 5920.00 1,480.00 5 400 5 5,920.00 5 - 25 Sidewalk Removal,Brick Pavers,Deconstructed,Salvage,Cleaned,Pal lanced SYS 68.00 5 5500 $ 3 740.00 68.00 S55.00 5 3,740.00 68.00 5 55.00 5 3,740.00 5 - 26 Sidewalk Removal,Concrete SYS 315.00 5 4.00 $ 126000 315.00 S4,00 5 I260.00 315.00 S 4.00 $ 1,260.00 5 - 27 Pavement Removal,Concrete SYS 2,083.00 $ 5.00 $ 10,415 00 2.,083.00 S5.00 5 10,415.00 2,283.00 5 5.00 5 10.640.00 5 225.00 28 Pavement Removal.Asphalt SYS 7,519.00 $ 2.50_ S 18,797.50 7,519.00 S250 5 18,797.50 7,519.00 $ 2.50 S 18,797.50 5 29 Pavement Removal.Riehon l- -Way.Asphalt SYS 311.00 $ 20.00 $ 6,220 00 311.00 $ 20.00 $ 6,220.00 311.00 $ 20.00 5 6,220.00 5 30 -Topsoil Stripping _.. CYS 610.00 5 8.50 5 5,185.00 610.00 5 8.50 5 5,185.00 6I0.00 $ 8-50 $ 5,185.00 5 - 31 Common Excavation CYS 33,130.00 5 10.50 $ 347,865.00 33,130 00 5 10.50 5 347,865.00 35,998.30 $ 10.50 5 377,982 15 5 30,117.15 32 Topsoil.Important CYS 2,500.00 5 25.00 5 62,500 00 2,500.00 $ 2500 S 62,500.00 2,50000 5 25.00 $ n2,50U.00 $33 Curb and Gutter,Concrete,Type II LET 806.(J0 5 30.00 $ 24,180.00 806 00 5 30 00 $ 24,180.00 8l7 3l S 30 00 $ 24,51930 5 339.30 34 Curb and Gutter,Concrete,Depressed Eli 20..00 5 34.00 5 680.00 20 00 S 34.00 5 68000 41.00 5 34,00 $ 1,394.00 5 714.00 35 IIMA Surface,9.5mm TON 51.00 5 205.00 5 10,455.00 51.00 $ 205:00 5 10,455.00 51.00 5 205.00 $ 10,455 00 S - 36 HMA Intermediate,12 5mm TON 50.00 5 200.00 5 10,00000 50.00 5 200.00 5 10,000,00 50.00 5 20000 $ 10,000.00 5 I 37 PCCP,9151 SYS 38.00 $ 150.00 5 5,700.00 36.00 $ 150.00 S 5,700-00 181.18 5 15000 $ 27,17700 5 21,477 00 38 PCCP,12 IN. SYS 320.00 $ 142.00_5 45440.00 320.00 $ 142.00 5 45,44000 21836 $ 14200 $ 31,007.12 5 (14,43288) 39 'Compacted Au,uregate,No.53 3'ON 9000 $ 70.00 S 6.,300.00 90.00 5 7000 S 6,30000 510.01 5 70.00 $ 35,7U0.70 5 29,400.70 40 Compacted Aggregate.No.2 m _ TON 3500 $ 143.00 5 5,005.00 35.00 5 14300 S 5,005.00 III 89 $ 143.00 $ I 6,000.27 5 10,995.27 4 I Structural Backf ll Type 2 CYS 912 00 5 58.00 5 S2,896.00 912.00 5 58.00 5 52,896.00 912.00 5 58.00 $ 52,896.00 S 42 Flawable Fill CYS 366.00 5 128.00 S 46,848.00_ 366..00 5 128.00 S 46,848.00 6226..17 5 128.00 5 80149.76 5 33,301.76 43 Sidewalk,Concrete SYS 183.00 5 83.00 S [5,189 00 183.00 5 83.00 $ 15,189 00 121.63 $ 83.00 $ 10,095 29 $ 0,093 71) 44 Curb Ramp,Bock - - EACH 2.00 5 1,720.00 S 3,440.00 2.00 5 1,720.00 5 3,440.00 4.00 $ 1,720.00 $ 6,880.00 $ 3440.00 45 Crosswalk,Brick - SYS 49.00 5 41000 5 20©90.00 - 5 410.00 S - - 5 410.00 5 - $ 46 1Pipe,Type 2,Circular,6 in.,I-IDPE I..FT 55.00 5 36 00 5 1,925.00 55,00 $ 35.00 $ 1925.00 55.01) $ 35.00 S 1,925.00 $ - 47 Pipe,Type 2,Circular,12 in,RCP LFI' 9500 5 45,00 $ 4,275.00 95.00 5 45.00 $ 4,275.00 4.38 $ 45.00 $ 197.10 $ (4,077.90)'. I 48 Pipe.Type 2,Circular,24 in..,RCP I,FT 381.00 5 67.00 S 25.527.00 381..00 $ 67.O0 5 225.527.00 78.41 $ 67.00 5 525347 $ (20,273.531 49 !Pipe,Type 2,Circular,30 in.,RCP LFf 438.OU $ 85.00 5 37,230.00 438 00 5 85.00 $ 37.230.00 464.10 S 85.00'S 39,448.50 $ 2,218 50 r 50 Pipe,Type 2..Circular,36 in.RCP I."I' 89.0U 5 105.00 5 9,345.00 89,0U $ 105.00 $ 9,345.00 71.41 $ 105.00 5 7,498.05 $ (1,846 951 51 1 Pipe,Type 2,Circular,42 in,RCP L.FI' 111.00 S €31 00 $ 14 763.00 111,00 $ 133.00 $ 14,763.00 111 00 5 133.00 5 14,763 00 $ 52 :Concrete Collar EACH 1.00 $ 1,835.o0 S 1.835.00 I.00 5 1,835-00 5 1.835.00 1.00 $ 1.835.00 S 1,835.00 5 53 .Box Culvert,Concrete,12'x 36" LFT 2700 $ 256 00 5 6,912.00 27.00 5 256 00 5 6.912.00 27 00 $ 256.00 MIMEO $ 54 Manhole,14 EACH 8.00 $ 6,22000 5 49,760.00 8 00 $ 6,220,00 5 49,760.00 5 05 5 6,22000 $ 31,411.00 5 (18.349 00 55 Manhole,44 : EACH I.00 5 8,405 00 S 8,405 00 1.00 5 8,405-00 $ 8,405.00 1 00 5 8.405 00 5 8,405.00 5 - _ 56 Manhole,C12A EACH 100 $ 3,790.00 $ 3,790.00 1.00 $ 3,790_00 $ 3,790.00 IGO 5 3,790.00 $ 3,790.00 5 57 Ffmod End Section,Concrete,12' EACH 1 00 $ 1,785.00 $ 1,785.00 1.00 S 1,785-00 $ 1.785.00 1.00 $ 1.785.00 5 1 785.00 5 - -58 Flared End Section,Concrete,24" EACH 2.00 5 2,227.00 $ 4 454.00 2.00 5 2,22700 $ 4,454.00 1.00 5 2.227.00 5 2,227 00 $ (2,227 001'.. 59 Flared End Section Concrete,36" EACH 1 00 5 3,025 00 $ 3,025.00 - S 3,025.00 5 - - $ 3.025.00 5 - 5 60 !Flared Fed Section,Concrete,42" , EACH 2 00 5 3,632 00 I $ 7,264.00 2.00 5 3 632.00 5 7,26400 2 00 $ 3.632.00 5 7,264-00 5 - DocuSign Envelope ID:C28BEB39-AA3A-4A74-B5F6-707876087C77 Carmel Sister Cities&Monon Ditch Encapsulation Carmel Cary Contract 20-SW-09&1 7-SW-t4 Balance of Items Original Quantities Original Quantities with Change Orders Final Quantities 61 Debris Guard EACH 2.00 $ 458001 5 916.00 2.00 $ 45800 5 91600 200 S 458 00 1$ 916.tw 5 62 Temporary Setding for Post-Construction SYS 13,27700 $ 0 15 5 4,646.95 13.277 00 5 0.35 $ 4,646.95 13,277 00 $ 0 35 5 4,646 95 5 - 61 Erosion Control Blanket SYS 6,10200 $ 115 5 7,017.30 6,102.00 $ 1 15 $ 7©17.30 6,102.00 $ I IS $ 7,017,30 $ - 64 Mobil eation and Demobilization for Seed EACII I 00 5 575.00 5 575.00 I.00 $ 575.00 5 575.00 2.00 $ 575.00 5 I,150.00 $ 575 00 65 'Stn pine,Paint,4" Yellow LET 20.00 S 12 00 S 24000 20.00 5 12.00 $ 240.00 20.00 $ 12.00 5 240.00 $ - 66 Mason Ditch Bank Artnornrenr LS 1.00 $ 18,675.00 $ 18 675.00 - 5 18,675.00_S - - 5 18,675.00 S - $ - 67 Cleanin,KRight-of-Wad LS 1_GO $ 15,080.00 $ 15080.00_ 1.00 5 15,080.00 $ 15,080.00 1.00 5 15,080.00 5 115080.00 5 - 68 Borrow CYS 1,402 00 $ 7.00 S 9.81400 1,402.00 5 7.00 S 9,814.00 1,402.00 S 7.00 5 9,1414.00 5 - -69 Fertilizer for Permanent Seeding TON 100_$ 575.00 $ 575.00 - $ 575.00 S - - S 575.00 5 - 3 - 70 Water _.... AGAL - $ - $ - - 5 - $ - - 5 - S - 5 - 71 'rap Soil,lindistnbuted CYS 115.00 $ 42.00 5 4,830 00 115,00 5 42.00 $ 4,830.00 1.15.00 S 42 00 5 4,830.00 $ - 72 Box Culvert Extension Modified LET 15.00 $ 2,471.00 5 37,065.00 15.D0 5 2,471.00 $ 37,065,00 15.00 5 2,471.Ott 5 37,065.00 $ - 73 I emporary Pumparound - - _ LS 1.00 $ 18,277.00 $ 18,2277.00 1,00 $ 18,277 700 $ 18,277.00 1.00 S 18,277,00 5 18,277.00 $ - 74 pipe,Type 4,Circular,8 IN. LET 28.00 $ 77.00 5 2,156 00 28.00 $ 77.00 $ ^_,156.00 28.00 S 7700 5 2,156.00 $ - 75 'Ptpe,Type 2,Circular,15 IN. LET 8.00 $ 90.00!$ 720.00 8.40 5 90.00 $ 720.00 928 S 90.00 5 835.20 $ 11520 76 ,Pipe,Type'-,Circular,72 IN LIT 325.00 $ 292.0O $ 94900.0D 325.00 $ 292.00 $ 94,900.410 317.00 5 292.00 5 92..564.00 5 (2.336 001 77 Video Inspection for Pipe _ _... LET 374.00 $ 5 75 $ 2,150.50 - S 5 75 S - - 5 5 75 5 - $78 Modified Concrete Pipe Collar I_S 1.00 $ 11,503.00 $ 11,503.00 I 00 $ 11,503.00 S 11,503.00 1.00 $ 11,50300 S 11,503.00 $ - 79 Inlet,E7 _ - EACH. I.00 $ 2,055.00 $ 2055.00 I.00 S 2,055.00 5 2,055 00 121 $ 2,055.00 5 2,486.55 5 431_55 80 Manhole,N4 EACH 3.00 $ 12,7775.00 $ 38,325.00 3.00 5 12,775.00 $ 38!25.40 3.00 5 122,775.00 5 38.325.00 $ - 81 River Cobble,6 in.to 8 in. CYS 1200 $ 383.00 $ 4,596.00 - $ 383.00 S - - $ 383.00 1 S - 5 - 82 River Cobble,12 In.to 18 in. CS'S 30.00 $ 320.00 S 9,600.00 - $ 320.00 $ - _5 320.00 5 - S - 83 Seeding Mixture LBS 52.00 $ 1200 5 624.00 - $ 12.00 $ - - 5 12..00 5 - 5 - 84 Chilled Water Mat Ductile Iron,8 to,Lowering lundisri6uted) LS I 00 $ 9,500-00 5 9,500,00 - $ 9,500 00 $ - - 5 9,500.00 $ - $ 85 Chilled Walor Line Pipe Encasement.toedistributed) LET 30.00 5 190.00 $ 5700.D0 - 5 19000 $ - - S 190.00 5 - S - 86 Water Main,HDPF SDR I I,8 In.via HOD LFT 366.0U $ 75.OU $ 2 r,450UU 366 00 $ 75 00 $ 27,450 00 366 00 $ 75 005 27 45000 $ - 87 10'Tappinn Sleeve.with 8"Tap Valve EACI t 1.00 $ 7,245©0 $ 7,245.00 100 $ 7,245.00 $ 7,245(10 100 $ 7,245 00 5 7,245 A0 $ - 88 Water Main Connection EACH I 00 $3,950.00 $ 3,950.GO LDO S 3,950,00 $ 3,950 00 1.00 $ 3,950.00 5 3,950 00 $ - 89 Fire Hydrant A55emhly EACH 1.00 $6,150.00 $ 6,150 00 I.DO $ 6,150 00 5 6,150 00 100 $ 6,15000 5 6,150.00 $ - 90 Retire Fire Hydrant Assembly EACH 1.00 $1,337.00 $ 1.337.00 1.DO 51,33700 $ 1,337 00 1.00.$ 1,33700 S 1,137.00 $ - 91 Exrstme Water Main Retirement al Marn EAC1I I.CO $3,697 00 $ 3,69700 LDO 53.697:00 5 1,697 00 1 00 $ 1,697.00 $ 3 697.00 $ - 92 Water Mum Relocation R storatron E.AC) I.(10 $2,120.00 $ 2.120.00 I,DO $ 2,120.00 5 2,120.GO 1.00 $ 2,120 DO 5 2,120 00 $ - 93 Asbestos Survey EACH 400 S1,090.00 $ 4,36000 4.D0 51,090 00 5 4,360.00 4.00 5 1,090 00 5 4,360.00 $ - 94 .Asbestos.Abatement,lJndtstri bu led SIT 10,000.00 $5.75 5 57,500 00 - I 55.75 $ - - $ 5 75 $ A-I. Ditch Dredemy LIT 920.0(1 S 125.00 $ S,QGG 00 __.. 920.00 5125.06 $ 115,000 OO 420.00 $ 125 00 5 115,000.00 $ A-4 Tree Cleann4 for Ditch Dredkong LS i.00 S31,720-00 $ 31,720 00 I.00 531,720.00 $ 31,720 00 I 00 $ 31,720.00 $ 31,720.00 $ - A-5 Native Plantin s _ r _. SYS 890.0O S 6-30 $ - 5 607 00 - $ 4 6 30 5 - 5 - 5 6 30 $CO Debns,Remove.Structure LS 100 5 5,669 61 5 5.669.61 $ 1.00 $ 5 669.61 $ 5669.e 1 S - COI Milling,1 IN.. LS I.00 $ 5,372.72 S 5,372.72 5 I 00_S 5,37272 $ 5,372.72 5 - COI Cohesive Encasement Matenal LS L00 $ 10,202.72 $ 10.202 72. $ 1,00 5 10,202.72 $ 10,202.72 5 - COI Cost Adjustment for lnetlici en es(Unlit,related): LS I00 $ 52,733.40 5 52,733 40 $ I O0 5 52,733 40 $ 52,733 40 5 - COI Waterman,Repair LS L00 $ 25,591 27-5 25.591 27 $ 100 5 25,591 27 $ 25,591.27 $ COI Sanitary,Relocate,Service - LS - 00 $ 10,701 25...5 10,701.25 $ 1.00 5 10,701 25 $ 10,701 25 5 - COI Manhole,Reconstruct LEI- 1.©0 $ 44000 5 440.00 y$ 1.00 5 440.00 $ 440.00 5 - COI Seed Mixture.Prat ire Mix LS 1.00 $ 1,714.68 $ 1,714.681$ 1.00 S 1,714.68 $ 1,71468 $ - COi Line Stop LACti IAO $ I064.34 $ I OW.34 $ 1.00 5 1064.34 $ 1,064 14 S - COI Excavation,Waterway LS L00 $ 60,447.11 $ 60 447..11 $ 1.00 5 60,447.11 5 60,447.I I S COI I1SfA,Type B,Surface 9 5mm LS L00[5 85,913 00 $ 85,913.00 $ 1 00 S 85913©0 5 1(5,913.00 S - COI Line,1hemwplastte,4 IN LS 1 _ 100[5 5.451.05 $ 5,451.05 t.$ 100 5 5,451 05 $ 5,451 05 S - COI SIllin,y,LS IN. LSI t.. I I00[_$ 24,953.73 $ 24,953.71 $ I.00 5 24,953.73 $ 24.953.73 5 - COI Mobilization&Demobilization(new sub contractor) EACI1 1.00 5 1,32000 $ 1,320.00 5 1.00 5 1,320 00 $ 1,320 00 $ - E COI Seed Mixture,Nauve LS I,GO 5 1,513.00 $ 1,513.00 $ 1.00 S 1,513..00 $ 1,513.00 5 - COI Communication Line.4dustment LS 1.O0 5 5,061 42 $ 5,061.42 5 100 5 5,061 42 $ 5,061 42 S L.13s. LiOuldatrd Damages LS -r_ 5 (30,000.001 `1OT'A I, I $ 2,152,27820 I$ 2.304285.00 5 2,328,819 71 5 54.534 71 DocuSign Envelope ID:C28BEB39-AA3A-4A74-B5F6-707876087C77 Overrun/Underrun Explanations Item No. Description Unit Price Estimated Quantity Final Quantity Over/Under(CO2) Explanation II Stormwater Quality Management Budget $ I,00 16000.00 _1 5000.00 S (11,000.00)full amount not used 21 Shrub Removal 5 300.00 3.00 6.00 $ 900.00 extra shrubs 22 Saw Cut,Asphalt $ 1.75 1785.00 1740.00 S (78.75)de minimus 27 Pavement Removal,Concrete $ 5.00 2083.00 1 2283,00 $ 225.00 hidden under asphalt 31 Common Excavation $ 10.50 33130.00 35998.30 $ 30,117.15 error in plan topo 33 Curb and Gutter,Concrete,Type II $ 30.00 806.00 817.31 S 339.30 extra drive replaced 34 Curb and Gutter.Concrete,Depressed $ 34.00 20.00 41.00 S 714.00 extra drive replaced - 37 PCCP,9IN. $ 150.00 38.00 181.18 S 21,477.00 extra drive replaced 38 PCCP. 12 IN. $ 142.00 320.00 218.36 $ (14,432.88)completed as intended 39 Compacted Aggregate,No.53 $ 70.00 90.00 510.01 $ 29,400.70 extra drive replaced - 40 Compacted Aggregate,No.2 S 143.00 35.00 111.89 S 10,995 27 undercut for soft soils 42 Flowable Fill $ 128.00 1 366.00 626.17 $ 33,301 76 constructibilty 43 Sidewalk.Concrete S 83.00 183,00 121.63 $ (5,093.71)completed as intended 44 Curb Ramp,Brick S 1,720.00 2.00 4.00 $ 3,440.00 extra ramps replaced 47 Pipe,Type 2,Circular, 12 in..RCP $ 45.00 95.00 4.38 $ (4,077.90)storm redesign in field,to reduce project costs 48 Pipe,Type 2,Circular,24 in.,RCP $ 67.00 381.00 78.41 $ (20,273.53)storm redesign in field,to reduce project costs 49 Pipe,Type 2,Circular,30 in.,RCP $ 85.00 438.00 464.10 S 2,218.50 storm redesign in field,to reduce project costs 50 Pipe,Type 2.Circular,36 in..RCP S 105.00 89.00 71.41 S (1,846 95)storm redesign in field,to reduce project costs 54Manhole,14 $ 6,220.00 8.00 5.05 S (18,349.00)storm redesign in field,to reduce project costs 58 Flared End Section,Concrete,24" S 2,227.00 2.00 1.00 S (2,227 00)storm redesign in field,to reduce project costs 64 Mobilization and Demobilization for Seeding S 575.00 1.00 2.00 $ 575.00 island seeding,extra mob . 75 Pipe,Type 2,Circular,15 IN. S 90.00 8.00 9.28 $ 11520 storm redesign in field,to reduce project costs 76 Pipe,Type 2,Circular,72 IN. S 292.00 325.00 317.00 $ (2,336 00)storm redesign in field,to reduce project costs 79 Inlet,E7 S 2.055.00 100 1.21 $ 431.55 storm redesign in field,to reduce project costs LDs Liquidated Damages $ (30,000.00)substantial completion past contracted date "IOTAL $ 24,534.71