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HomeMy Public PortalAboutORD15537 BILL NO. 2016-15 SPONSORED BY Councilman Henry ORDINANCE NO: AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH LEHMAN CONSTRUCTION COMPANY, LLC, IN THE AMOUNT OF $2,110,598.74 FOR THE STADIUM BOULEVARD AND JEFFERSON STREET INTERSECTION IMPROVEMENTS PROJECT. BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: WHEREAS, Lehman Construction Company, LLC, has become the apparent lowest and best bidder on the Stadium Boulevard and Jefferson Street Intersection Improvements Project. NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The bid of Lehman Construction Company, LLC, is declared to be the lowest and best bid and is hereby accepted on the Stadium Boulevard and Jefferson Street Intersection Improvements Project. Section 2. The Mayor and City Clerk are hereby authorized to execute an agreement with Lehman Construction Company, LLC, for the Stadium Boulevard and Jefferson Street Intersection Improvements Project. Section 3. The agreement shall be substantially the same in form and content as that agreement attached hereto as Exhibit A. Section 4. This Ordinance shall be in full force and effect from and after the date of its passage and approval. �� -�' Passed: ' �� Ao/4 Approved: 943( autA4t, dCW/Ce: Presiding Officer Mayor Carrie Tergin ST: — APPRO D AS TO FORM: A( ity CI ity Counselor FINANCE DEPARTMENT PURCHASING DIVISION SUBJECT: Bid 2860— Project No. 32085— Stadium Boulevard and Jefferson Street Intersection Improvements, Public Works, Engineering —Opened May 24, 2016 RECOMMENDATION: Staff recommends award of the bid to Lehman Construction, LLC of California, Missouri in tha mount of$2,110,598.74. BIDS RECEIVED: Lehman Construction LLC, California, MO $2,110,598.74 Don Schneider's Excavating Co, Jefferson City, MO $2,119,028.62 Twehous Excavating Co., Inc., Jefferson City, MO $2,242.829.48 Sam Gaines Construction, Inc., New Bloomfield, MO $2,511,024.01 The bid was advertised in News Tribune, posted on the city web site, and sent to seven plan rooms. Seven additional bidders received specifications but did not return a response. FISCAL NOTE: 10-990-577046 Hwy 54 & Stadium 44-990-577036— Stadium/Jefferson Interchange— Public Works 2015-2016 Budget $ 497,766.90 2015-16 Budget $2,360,885.57 Expensed $ -0- Expensed 371,447.18 Encumbered $ -0- Encumbered -0- Bid 2860 $ 497,799.90 Bid 2860 $1,612,831.84 Balance $ -0- Balance 376,606.55 PAST PERFORMANCE: The City has awarded bids to this vendor in the past and the vendor has completed projects as specified and bid. ATTACHMENTS - SUPPORTING DOCUMENTATION Signature et ' h .• 4 / .1 /L 0 Purchisi • A•ent irector of Public orks i✓ 4:4```Y ,F �°ff Jy JJ *'", q ,. o W Itl t - M it ili11rL111 ob: Department of Public Works Memorandum 320 E. McCarty Street •Jefferson City, Missouri 65101 • P 573-634-6410 • F 573-634-6562 • www.ieffcitvmo.orJc Date: May,27 2016 To: Terry Stephenson,Purchasing Director,Finance From: Britt Smith, Operations Division Directo Subject: Project No.32085—Stadium Boulevard and Jefferson Street Intersection Improvements Bid No. 2860 Public Works has completed a review of the bids opened at 1:30 pm on May 24, 2016 for the above noted project. As part of the review all the bids were tabulated to check for math errors and to compare unit price quotes of the various contractors. Attached to this memo is the tabulation of the four(4)bids received for the project,as well as a listing of the registered plan holders. Based on our review,we recommend acceptance of the bid from the low bidder Lehman Construction LLC,900 Russellville Rd.,California,MO 65018. The total amount of the contract will be $2,110,598.74. The project will be expensed as follows: Lehman Construction LLC ($2,110,598.74): Account Number: Amount Available: Required: Remaining: 10-990-577046 $497,766.90 $497,766.90 $0:00 44-990-577036 $1,989,438.39 $1,612,831.84 $376,606.55 If you need any other information,please feel free to contact me at extension 6450. Attachments: Bid Tabulation Sheet,Plan Holders List BS:tg cc: Project file Writer's file Pago 1 CITY OF JEFFERSON • Date:24/032016 BID TABULATION ON No, STADIUM BOULEVA79013 JEFFERSON STREET INTERSECTION IMPROVEMENTS STATE PROJECT NO.STP•3111 MOM PROJECT NO.32065 Don SdRONe s Excavating ENGINEERS ESTIMATE 14140400011.41140140.LLC Company.Inc. Trehaa Excavating Company APPROX ITEM 4/0. DESCRIPTION UNIT QUANTITY UNIT PRICE A 40W(T UNIT PRICE AMOUNT UNIT PRICE AIWUNT war PRICE AMOUNT 10410.00 101101 a r9ranacc0(Attannce) _ CY 50 35000 32500.00 340.00 32.000.00 $39.00 31.950.00 $6510 33350.09 202.20.10 Removal CIOnmenenents LS 1 3175.000.00 3175,000.00 385.000.00 385,00000 1160.140.00 3180.1/000 3150.000.00 5159000.00 203.99.01 EaMeak LS 1 1150000.00 3150000.00 360.00000 560.000.00 3138.400.00 3138.40000 5205,000.00 52705.000.00 203.99.07 553556e0 S 360340 030.21t0e) CY 500 550.00 325,000.00 326.00 314,00000 $40 55 32027500 355.00 327.500.00 201331.00 Class 3 Excarattan In Rods(A000ram o) CY 325 $200.00 565.000.00 340.00 $13.000.00 $85.00 $27,825.00 372.50 323.562.60. 30499.05 7Apgrog325Base ST 8078.4 16.00 348,470.40 38.60 353,317.44 $5.65 345,64298 54.25 534.33310 401.9905 11/713maninnua Pavement(13P.1 Llad SY 4066 16.00 324,396.00 38.62 335.048.92 38.62 335.04092 38.62 335.04092 502.11.07 T rack NOr4Rehdomod PCCP WI Std.FiNah SY 5878 565.00 3382070.00 343.75 3257.162.50 $4525 1265.979.50 339.00 , 32592420 502.40.07 T Thick Concrete Baso W1donln9 5Y 88.8 $80.00 34,12800 380.00 $5.504.00 373.55 55.06024 365.75 14.523.60, 502.40.08 8lir TNcICalvet*Saw V.tdaNNna 5Y 495.7 570.00 334,699.00 358.00 528,75060 $85.05 343.94301 567.75 333,583.60 602.09.03 7•TM&40•Reinforced PCCP Wl Exposed SY 4142 375.00 331.085." 385.00 528,023.00 380.00 333,138.00 $62.50 525,887.50 Agar.Finish 60299.15 6•TNdnCtmmisCna SY 699.9 $70.00 $41,993.00 $52.00 131.194.80 $54.00 $32.934.61 303.30 332,084.66 80199.01 4•Pvc WalerSkevo LS 1 5500.00 3500.00 $2,000.00 32000.00 31,850.00 31,650.00 3750.00 $750.00 601.40.11 Typo A Pipe 000N EA 1 31.20000 31200.00 5800.00 $800.00 11,000.00 31,000.00 51,300.00 $1,300.00 806.10.10 Type A Gumdrae LF 5125 325.00 512012.50 518.83 $10.060.38 319.63 $10,060.38 319.83 310,000.38 606.86.10 Gualdr40End Anchor EA 2 31200.00 32.400,00 31,048.55 32097.10 31.046.55 $2.097.10 31048.55 32597.10 607.99.33 48-Montage II Steel Fence(Or Approval Equal) LF 365 585.00 531.05.00 374.75 327283.75 374.75 327283.75 57250 326,492.90 807.99.13 48'Marriage Plus Sled Fameo(01Approved LF 267 365.00 314,885.00 55270 11407000 55270 314,070.90 35200 313.684.00 Ewan . 608.10.10 8•T MdCenae40Curb Rang ST 204.8 375.00 315,345.00 $8000 $18,368m 357.00 $11,88220 38025 318,419.15 608.10.12 DatecaDte Warning Pani SF 200 335.00 37,000.00 $30.00 56.000.00 330.00 58,00000 330.00 56,000.00 60880.04 4'Gast Concrebs Waco* SY 947.9 346.00 $13.003.40 540.00 337.916.00 350.45 347,321.58 57725 57322528 803.99.05 4•Thick Connote NNW Mil Exposed Aggt. 5Y 369.4 $55.00 320,152.00 355.00 520.15200 $71.40 326.160.98, 5100.0 538,640.00 Minh . 808.99.15 17Mack Gamete Co1TImm404IA6pr0oe0 5Y 870.5 385.0 973,99250 355.00 347,877.50 373.45 383.938.23 585.75 357235.38 608.99.15A 7 re*CanlrNle Commerdal Approach pOgn. SY 2902 310.0 329.020.0 $70.0 $20,314.0 $77.00 322345.40 388.0 519,733.60 EorN Ccommel 809.10.42 1101 Type B Goner LF 365 355.00 920.075,00 335.00 312,775.00 329.65 $10.02225 34325 315.76625 60009.03 30'C8y01Je0ersan Typo ACurb 6 Gwtor LF 2304 5320 173,728.00 330.0 589,120.00 $29.76 $88,544.0 52925 387.392.0 800.99.13 18•waled City Of Jefferson Typo A Curb d LF 686 525.0 322150.0 $320 328,352.0 $27.46 $24,320.70 .$34.0 330,124.0 04890 81610.05 Carahudlen SOW SF 1090 38.75 17.357.50 $10.00 510,900.00 30.50 310,353.00 320.00 321.800.00 816.10.10 Relocated Shwa SF 738 66.00 34,428.0 312.0 36.858.0 34.50 $3.321.0 321.00 315,498.0 816.1025 Chaandla=(Trim Lino) EA 132 320.00 52.64000 325.00 53,300.00 516.00 31,980.00 1106.00 313.88000 618.10.30 Type III Moveable Bmrkafe EA 38 $150.00 35.70000 $120.0 34.500.00 38500 33230.00 3505.00 319.19000 . 81609.02 ADA Comolli I TYPO 2 BanIcano EA 5 310.0 850000 350.0 3250.00 $75 0 $375.0 350.0 32500.0 61741.008 Temporary Tank Owner Anctionii.COntrada LF 852 329 CO 324.708.0 $25.0 521.30.00 $34 0 320.968.0 33x.60 $29.334.0 FongonadlROIain d 617.40.0011 Temporary TWIN Banta WWI Taunton EA 1 5800 3900.0 3100.0 51,000.00 31.000 31,000.0 3975.0 39750 617.50.118 Rdo0aeng Tar:pa sy Tante Bator Anehorod IF 894 512 56 311.175.0 $20.0 517,880.00 $28 0 $25,032.0 $27.50 524,68600 617.5020A ROlocdhngTemporary WOW Owner Helgtl EA 2 3350.00 $700.00 $500.00 81,00000 8500.00 $1,000.00 $395.00 31.190.00 TrsnoMon 61749.03 Typo B Concrete T1eUle Border W/GAM 83x4 LF 265 3155.0 341.075.0 $90.00 $23,850.0 1530.0 329,150.0 $102.00 $27,030.0 616.10.0 Motdt1>mlkn LS 1 373.00.0 37200.0 3272.775.0 8272.775.0 30.00.0 390.000.0 395,00.0 39500.00 820.51.18 Type 2 Preformed Masking T0p0(Gtc0vod),12 LF 94 512.0 51.1260 313.00 91, 0 314.0 31,318.00 314.00 31,318.00 In.OWN 620 51.20 Type 2 Preformed Ma$dng Tope prooveol.21 LF 355 328.0 39.9400 328.0 99230.0 319.75 17.01125 $19.75 $7,011.25 In_Whl. 620.3130 Typo 2 Pnifamed Mann g Togo(grooved), EA 8 3350.0 32000 3480.0 33,840.0 $315.00 32.52000 3315.00 32520.0 LaNRtaM MOw 62031.31 Typo 2 Reformed MaRhry Tape(grooved), EA 6 3325.0 31950.0 3450.0 $2700 330.0 31,80.0 3300.00 $1,800.0 S0hp6 Arrow 620.51.32 Type 2 Preformed Mandng Taps(Otmvcd), TA 2 3575.00 31.18000 $655.0 $1,310.00 3815.00 11230.00 3815.00 31230.00 Combination Sbai034.e012161*Mow 62631.33 Type 2 Preformed Marthmg Tops(Gnceed). EA 1 3525.0 552500 3875.00 3875.00 $43500 $435.00 343550 3U5.00 Wind(ONO 62031.41 Typo 2Preformed MaskhgTape(Grooved). EA 2 3800.00 31,600.00 580.00 $1,30.00 3750.00 31.500.00 $750.00 $1.50000 LOIItNIg1N Fish Bock Maw 820-51.42 Type 2 Prakamed Malang g Tapo(Grooved). EA 1 3600.00 3800.00 3650.00 $650.00 3875.00 $875.00 $875.00 $875.00 03510N Fish Hoak Awn 82031.43 Type 2 Prosanned Ilan*g Tope(Grooved), EA S 51,00.0 15250.0 $650.0 33250.0 $1,150.00 $5,750.0 31.150.0 $5,730.0 Combinallon StraiOa•Le67RIgh RIO Hoek Mw 820.53.010 Preformed Rama/ft Making Typo 4ln, LF 3820 31.2$ $1,785.0 31.50 35.7420 $1.45 35,55050 51.45 $5,550.80 VOW 62043038 Prolonnad Removabm Marche Typo 4 In.. LF 5492 3126 38.585.00 31.50 38238.00 5145 37,063.40 31.45 37,963.40 Yotkw 820.6320 Proforma Roommate UaSrbg Typo 12 M., LF 22 $5.00 $110.0 35.40 311680 39.00 $198.00 $9.0 3198.0 When 82061.609 4 In.Whge Aeylle Capayama Fast Dry LF 842 $1.00 9842.0 30.90 3577.80 $1.45 3900.90 3145 1930.0 Pararom Mandan Pahl 92061.6IA 4 3n YedowAory9e Copolymer Fast Dry LF 3717 31.00 $3,717.00 30.90 33.345.30 91.45 $5.389.65 $1.45 35.389.65 Paramad Ualkh4 Para* 62061.76A 6 In.Whoa Any06Copoymer Fla Dry (F 1127 3120 31.35240 51.50 51,690.50 3225 32,535.75 $215 32.53575 Pavaoee4 Manan Pahl 873.70.01 Pts mmil MackayRemOval LF 11062 50.45 34.977.90 31.10 312.16820 1063 3806008 30.83 58.96906 82.10.02 Pavanes*Masking Renew eI(Symbols) EA 7 $65.00 3455.0 $13000 5875oo 3150.00 x1.050.00 3150.00 31.050.00 822.10.01 Cd0448ing 47 SY 38822 38.00 323,29320 35.82 321,817.98 $281 110.805.88 3251 310.903.98 027.40.00 CO+r40tslonStakin9 LS 1 318,000.00 318000.00 $13000.00 313.00000 $0.000.00 50000.00 12727510 $27.275.00 720.10.00 Manna5640y StamBmd Earn Wag Growl SF 8791 $85.00 3371.61000 35300 3466.08200 $51.23 $460.89230 35250 $481.885.00 725.99.13 15-MintiondCUP GOGa) LF 70.54 382.00 35,754.26 336.00 32060.62 33600 52.639.44 343.50 3308849 728.89.13 17 Cl III Rebdotud Conacto Pipe LF 684.44 $850 $63.121.60 350.0 $33222.00 349.75 333.055.89 $45.50 33023202 7 • Page 2 CITY OF JEFFERSON Dee.2410512018BID TABULATION • Bid No. . STADIUM BOULEVARD AND JEFFERSON STREET INTERSECTION IMPROVEMENTS . STATE PROJECT NO.STP•3111(509) PROJECT NO.32085 Sam Gaines Comluction,let APPROX. UNIT UNIT UNIT ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 104-10.00 TemoaOIYSurfaray(ACennee) CY 50 $30.00 '31.500.00 202.20.10 Planers!Of Oea,Ovemags LS 1 3225.000.00 3225.00000 203.99.01 Ea4wodr LS 1 5250.000.00 3380.00000 203.99.07 SYO®ced Srth{Qade lAOawmxe) CY 600 '345.00. 322.500 CO 20931.00 Chas 3 Etearrate n Infra*(AO6.anco) CY 325 5200 CO $85.000.00 304-99.05 r AC4teaste Base SY 8078 4 38.00 364.62720 401.9905 1 VP Saone=Pavemma(BP-I Me) SY 4088 38.62 335.048.92 50241.07 r TRick NooReNl1amd PCCP Wl Std.Rash ST 5878 355.00 3323290.00 60240.07 r That Concrete Bede Widening SY 68.8 370.00 3401680 602.40.08 8111 Thick Concrete Base Widening SY 495.7 • 380.00 339,856.00 602.99.05 T TMtlt Non-Reinforced PCCP WI Exposed SY 4142 385.0 335.207.0 • ARM Flnf W 50249.15 rThick Canoes Drive SY 599.9 380.00 347,992.00 803.9901 4'Piro Water Sleeve LS 1 31.000.00 31,00000 • 604-00.11 TWO A Pipe CaIiar EA 1 31,000.00 31,00000 608.10.10 Type Guardrail LF 512.5 320.00 510250.00 60688.10 Guardrail End MCltM FA 2 31.05000 32.10080 607.09.03 47 Meagre 0 Steel Fence(Or Approved Equal) IF 383 3105.00 338.725.00 607.99.13 48-Monlage Plas Word Fence(Or Approved LF 267 3105.00 328.035.00 Eoual) 80610.10 r Thict Corraeoe Crap Ranrp SY 204.6 3120.00 321,552.00 60610.12 Detectible Waning Pelee SF 200 355.00 37.000.00 60380.04 4'Thin CaidaO Sldeamer SY 947.9 812.00 339.811.60 60699.05 4'Thick Comae Wend IN/Exposed Aggr. SY 366.4 354.00 $19,765.60 •Fish 60699.15 r Thick Concrete Commercial ADorwch SY 870.5 $85.00 573.992.50 80849.ISA r Thick Carceete Can ren5WI Apposes 54$l► SY 2002 395.00 327.56900 Em Caoetel 809.10.42 Mod.Type 8 Meet IF ' 365 360.00 321.900.00 60999.03 37 C6y of Jefferson Type A Curb&Ginter LF 2304 $38.00 387.552.00 609.99.13 1r Modified Cdy Of Jefferson Type A Curb 6 LF 888 540.00 375,440.00 Golfer 61610.05 ConolntGJ n Signs SF 1090 39.50 310.355.00 81810.10 Retreated Suns SF 738 $4.50 33.321.00 61610.25 Chomafxer(Trio Lhro) EA 132 315.00 31280.00 01610.30 Typo III MoveableBankaOe EA 38 385.00 33230.00 81609.02 ADA=MUM Type 2Bahicads EA 9 175.00 3375.00 . 61731.008 Temporary TraffeBOSIOI rrJmre.Conhaaar IF 852 334.00 328.96800 • FundsNedlROtOltCd 617-40.00A Temporary Traffic Banta Heard Transition EA I 31,000.00 31.00000 81730.118 Relocating Temporary Traffic Benito Anchored LF 894 328 00 325.032.00 617-5023A Reloealbp Tanya y Traffic Barks Nepal EA 2 3500.00 31.000.00 . ' Trent= 817.99.03 Type B Cor rade Traffic Barna WI 0&04f Base LF 265 370.00 316,550.00 61610.00 NOOOpatlen LS 1 325.000.00 325.00000 82031.18 Type 2 Preformed Ma18109 Tape(Grooved).12 IF 94 314.00 31,316.00 tn..Wh#O 620.5120 Type 2 Preformed Mess ng Tape(Grooved),24 IF 355 319.75 57,01125 In..WINO 62051.30 Type 2 Preformed Mailing Tape(Grooved). EA 8 3315.00 $2,520.00 LONRIOM Mew 820.51.31 Type2 Preformed Wham Tape(Grooved). EA 8 3300.00 31,800.00 StraiOhl Anew 62031.32 Type 2 Preformed Marking Tape(Grooved), FA 2 3615.00 31230,00 Combination Mow 620.51.33 Type 2 Preformed Maekhg Tape(Grooved), EA 1 5435.00 3435.00 Wad(Only) 82051.41 Type 2 Preformed Markbq Tape(0roovSd), EA 2 575000 31.500.00 Le6rt8dO Fisk Hoot ANON 620-51.42 Type 2 Preformed Menem Tape(Grooved). EA 1 $875.00 3875.00 • Strobtd FNN NockMew 02051.43 Type 2 Piofamed Mating Tape(Grooved). EA 5 31.150.00 35.750 00 Comtdnabn SC4ig10-LEELT6ght Fish HOC II Mn. 820-53.010 PreeamOd Remmame Mining Type 4 In.. LF 3828 31.45 55.550 60 Wine 63053.038 Preformed Resonate Menai Type ate.. LF 5492 $1 A5 87.963 40 Yellow 8205323 Preformed Removal=Modem Type 12 In., IF 22 39.00 5108.00 Mile 62041.505 4 m.White AaylIe Cepolymot Fast Dry IF 642 $1.45 3930.90 Pavemat Mailing Paid 62061.51A 4 tn.Yt00wAay9a Cepolyma Fee Dry LF 3797 31.45 35,389.85 Pavemad Madras Paid 62081.78A II In.WNW Aay9CCopolymer Fast Dry LF 1127 6225 32,535.75 Partneri Modem Paint 82670.01 Pavement Mind=Remoyrl 1? 11042 30.63 36.959.06 82670.02 Pavement YaSNq Removal(Symbols) EA 7 5150.00 31.050.00 872.10.01 Cam e r SY 3882.2 5261 510.90398 027-40.00 Camel Staking Ls 1 312.00000 $12.000.00 72610.00 MetanledlyStablard E2fm WOO Systems SF 8794 352.50 3481,885.00 725-90.13 ITMare2dmd CUP(16 Ga) IF 70.54 370.00 34.937.80 . 72699.13. 1S CI III Re ntorn=O Concrete PIP LF 864.44 3100.00 568.444.04 • • • $►'6i60K0f 587701110$ 911850115$ 0002016911 631VNtl311Y031d300YH11M L1831800 T8101. 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00002.0$ 1 V3 1110801000941.1X.9 7066101 00105.0$ 001152$ 099193 000/028 006606$ 005505$ ••000'91 0000099 1 93 10900010 V 0011 t X.9 0'68.181 00'511111 005191 90'5u'08$ 0091919 0701100$ 0009911 •••1000108 000093 6 V3 1090 0010 V 041110 X 1 0066.181 00100009 00'00011 00'00011 00'0051$ 011000069 0000029 ,••-0051$ 000003 9 V3 1:8111:89‘03028921 0505-181 1618629 1011 059692$ 61'08$ 05$588 00061 ♦"'608'05- 0060$ 5918 d7 001d OM St 50521 00'60001 00'0000$ 00'95! 00'90018 61'066 00'09019 00'185 00110521 001011 OL d'1 001dmoue* %013.00 00'69901 8060921 06'559 801,009 00157 091090$ 00095 :••'96013 00'0019 9611 31 69k1011929601192:21912219110.81, 0566901 L: r 728.9923 10-a III Reinforced Concrete POO LF 43.96 5110.00 34035.60 7299933 30 a w Reinforced Cenaete Pipe LF 20 5150.00 33.000.00 730.99.03 12'SCR 35 PVC PIDe LF 84.65 340.00 33,388.00 731.20.20 Modify WOG Inlet EA 5 $2,000.00 310,000.00 731.99.02 4'X 3'Type A Drop bled EA 9 35.200.00 34600000 731.99.12 6'X T Type MOP Wet EA 1 35800.00 35,800.00 731.9922 4'X 4'Type C Drop Wet EA 1 35,800.00 15,800.0D 731.99.32 4'X 3'Junction Bon FA 1 54.500.00 34,500.00 731.99.42 4'Dtarele Strom Manhole EA 1 33.500.00 $3,500:b0 731.99.52 16-thlaptastCid'ltdd EA 3 33.50000 310,500.00 73149.62 3'X2'Curb hied EA 1 33.503.00 33,500.00 73149.72 TX7Grate beet- EA 1 54.50000 51,500.00 73249.02 15-Aluminized CNP Flared End Suction EA 1 3500.00 5500.00 - 805.99.01 Seed and lAddf LS 1 510.00000 11080000 606.10,05 Roes Oath Check EA 6 530000 51.800.00 80610.07 Curb Mid Crack EA 30 318000 55.40000 606.4120 Typo 1 Erosion Control Blanket SY 970 53.00 32,91000 80669.02 Inlet Creels EA 4 3200.00 5800.00 806.99.03 Sediment Barrier Fence IF 1470 53.00 54.410.00 60689.05 Aggregate Consbuc61Entrance SY 880 520.00 317000.00 901.10.10 Retarded Pole EA 1 31,900.03 $1,900.00 901.10.30 Lighting Pole.30FL,Typo AT EA 10 51.381.00 513,610.00 _901.11.08 Bracket Ann,6 Ft EA 7 3245.00 31,715.00 901.11.12 Bracket Ann,12 Ft. EA 4 5559.00 32.392.00 901.2230 Base Mounted Control Station 240 Volt.4 FA 1 54,900.00 34,900.00 Circuit 901.30.02 Conduit.2 tn.Rigid.to Trench IF 88 57.50 $880.03 9014003 CoMkol.3ln Rind,M Trench LF 1183 58.50 $10,05.50 90140.04 Cordal,4 In.Rigid,In Trench IF 13 515.00 3195 00 90130.03 Conduct,31n.Rigid,Posted LF 289 52300 38.847.00 90140.1 Trenching Type I LF 30 $4.50 313500 90141.10 PsI Box,Protamed Class 1 EA 7 $970.00 38,790.00 901.70.02 C .2 Aug 1 Conductor IF 260 31.83 $481.00 901.70.08 Cade.8 Aug l Cctmetdor LI 2550 10.90 32.29500 901.71.10 Gale.10 An 1 Conductor.Pao And Brodtet LF 840 51.00 3840 00 ..901.7202 Vibe.2 Arg Bare Neutral LF 130 51.80 3234 00 601.7208 Wre.8 Aug Ban Neutral LF 1240 10.90 31.15203 901.74.07 Cablo•Coricast 1 In.,2 Conductors and 1 Baro LF 80 18.00 1480.00 • NedraL 6 Ata 90142.30 Potts Foundation GO FL Mourdno Haight) • EA 11 5950.00 310.450.00 001.88.10 -Power Supply Assembly,Type 1,240/120 Val EA 1 35.90000 35,90000 Service.Woo Cat/ 901.99.02 Mesa.Led Luminaire,255W,20500 Lumens EA 11 3442.00 34.662.00 903.12.70A Perforated Square Steal Tabs Post.2I0.,12 IF 738 35.00 13.880.00 GO. 903.12.71 Perforated Square Steel Tubs Post Anchor.12 LF 168 15.50 3924.00 Ga. 903.12.72 Perforated Square Stant Tubs Pod,2.5 In.12 IF 84 5525 3441.00 Ga. 90330.04 Typo 694521.1 Sign SOFT 377 37250 58,482.50 90599.02 Misc.-Removal and Reaetllnq of Existing EA 21 3100.00 52,100.00 Stadia TOTAL BASE BID 82.511.024.01 %OVERAINDER ENGINEER'S EST. 1.2% ERROR TOTAL CONTRACT WITH ACCEPTED ALTERNATES 52411.02401 Change:Order No. Seven (7) Project 32085, Change Order #7, Page 1 of 3 DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 320 EAST-McCARTY STREET JEFFERSON CITY, MISSOURI.65101 ACCOUNT. NO.. 44r990,577036 Project No. 32085 . : Ord. No. -15537 Date:. 9/5/201.7 Job & Location: STADIUM BOULEVARD AND JEFFERSON STREET INTERSECTION Contractor: Lehman Constiuction, LLC ................ a ................. ........ ................. ...... s ...................................................................... It is hereby mutually- agreed that when this change order has beensigned ................. ......................................................... .................................................... .............. by the contracting parties, the following described changes in the work:required by the contract shall be executed by the contractor without Changing the terms of the contract except as. herein stipulated and ........................................................................... agreed. e .................... . .......................................................... ! .................................................... ! .............................................. ! ................................... DESCRIPTION OF CHANGES: This change order adjusts 9 number of quaritiles to match what was installed on the Project, Note: Item numbers prefixed with ."EW" (Extra Work) are new line.items to the contract. Quantity. in Revised Amount of, Quantity in Change Contract Overru,n or Item No. Description Unit -Contract Order Quantity Unit Price Underrun 104A 0.00 Temporary Surfacing -(Allowance) CY 50 -20 30 $40:00 ($000.00) 203-99..-07 Stabilized Subgra.ide (Allowance) CY 500 -160.4 339.6 $28.0.0 -($4,491-.20) -206-31.00 'Class 3 Excavation in Rock (Allowance) CY. ..825 -325 0 $40,00 ..($13,000.00) 304-99.05 -Y Aggregate Base SY 8078.4 30 8108:4 $6.60 .$198.00 401-96.05 1 1/2": Bituminous . Pavement (BPA Mix) SY :'4066 -266.8 3799.2 $8.62 ($2,299.'82.) .502=11.07 7" Thick Non-Reinforbed POCR W/ Std. SY 5878 230.4 61.08.4 -.$43:75 .$1.0,080.00 Finish .502-40.07 T' Thick Concrete Base Widening. SY 6.8.18 -68.8 0 $80.00 ($5,504.00) 502-99.05 7" Thick Non -Reinforced PCCP W/ SY 4142 8.7 422.9 -$65"00. $565.50 Exposed Aggr.: Finish 608-10.10. 6" Thick Concrete Curb Ramp SY -204.6 -19.5 185.1 $80.00 ($1,560.00) 60876.0.04 4" Thick Concrete Sidewalk SY 947.9 40,9 986.8 $40-.0'0 - $1,636.00 608=99.15 8'` Thick Concrete Commercial Approach SY - 870.5 -9- 861.5 $55:00. ($495.00) 609-10.42 Mod. Type B Gutter LF 365 -2 363 $35.00 -($70.00) 609799.03 30" City of Jefferson Type A Curb & LF 2304 223 2527 $30.00 $6,690.00 Gutter 609-99.13 18" Modified City Of Jefferson Type A LF 886 70. 956 $32.00 $2,240.00 Curb & Gutter 616-;10.10 Relocated Signs SF 738 -241.5 496.5 .$12.00, ($2,898.00) 616-10.30 Type III Moveable Barricade EA 88 -3 35 $120.00. ($360.00) 616=99.02 ADA Compliant Type 2 Barricade EA 5 -5 0 $50.00 ($250.00) 617-31.00B Temporary Traffic Barrier Anchore, LF .852 -357 495 $25.00 ($8,925.00) Contractor Furnished/Retained 0.00A 617-40.00A Temp . or . ary Traffic Barrier Height EA 1 -1 0 $1,000.-00 ($1,000,00) Transition 617-50.11 B Relocating Temporary Traffic Barrier LF 894 -629 265 $20.00 ($12,580.00) Anchored. 617-50.20A Relocating Temporary Traffic Barrier EA 2 -2 0 $500.00 ($1,000.00) Height Transition 617-99.03 Type B Concrete Traffic Barrier W/ Gutter LF 265 12 277 $90.00 $1,080.00 Base Project 32085, Change Order #7, Page 2 of 3 620-51.18 Type 2 Preformed Marking Tape LF 94 -2 92 $13.00 ($26.00) (Grooved), 12 In., White 620-51.20 . Type 2 Preformed Marking Tape LF : 355. 1 356 $26:00 $26.00 (Grooved); 24 In.; White 620-53.01 B Preformed Removable Marking. Type 4 LF 3828 -3828 0 $1:50. . ($5,742.00) In:, White 620-53.031 Preformed Removable Marking Type 4 LF 5492 -5492 0. $1.50- ($8,238:00) In., Yellow . 620-53.20 Preformed Removable Marking Type 12 LF 22 -22 0 $5:40 ($118.80) In., White 620-61.50A- 4 In.- White Acrylic Copolymer Fast Dry LF 642 298.5. .940.5 $0.90 $268.65_ . Pavement Marking Paint 620-61.51A 4 In. Yellow Acrylic Copolymer Fast Dry LF 3717 58 3775 $0.90 $52.20 Pavement Marking. Paint 620761.76A 6 Im White Acrylic Copolymer Fast Dry LF 1127 -122 1005 $:1.50 ($183.00) Pavement Marking Paint 620-70.01 Pavement Marking Removal LF 11062 -10958 104 $1.10 ($12,053.80) 620-70.02 Pavement Marking Removal (Symbols) IEA: . 7. -7 0075-.'00) ($875`:00) --:622=10:01 -Coldmilling < 3" - SY 3882.2 =83 3799-.2 _ $5.62. ($466.46) 726-99.13 15".01 111 Reinforced Concrete Pipe LF 703.98. 6.92 710.9$50.00 $346:00 726-99.33 30" Cl III Reinforced Concrete Pipe LF 20 -5.5- 14.5 $64.00 ($352.00) 806-10.05 Rock. Ditch -Check EA 6 =5 1 a $130.00 ($650.00) .806=10.07 Curb Inlef.Check . EA : 30 =19 11 $410:00 ($2,090.00). 806-41,20 - Type 1. Erosion Control Blanket SY 970 -5 965 $240 ($12.00) 806-99.02 Inlet,Check EA 4 -4. 0 $150.00 ($600.00) 806=99:03 Sediment Barrier Fence: LF .1580 -275 1855 $2-.10, - $577.50 .806-99.05 Aggregate Construction Entrance SY 680 -680 0 $20.00 ($13,600:00) 901-30.02 Conduit, 2 In. Rigid, In Trench LF _ 926 158 1084 $7.50. $1,185.00- 901-30.03 Conduit, 3 In Rigid, In Trench. LF 634 68 702 $850 $578.00 901-30.04 Conduit, 4 In. Rigid, In Trench LF 13 5 18 $15.00 $75.00 901-50.1 Trenching Type I LF 30 -5 25 $4.50 ($22:50) 901-70.02 Cable, 2 Awg 1 Conductor LF 260 1 -6 254 $1.85 ($11.10) 901-70.08 Cable, 8 Awg 1 Conductor LF 2550 24 2574 $0.90 $21.60 901-72.02 Wire; 2 Awg Bare Neutral- LF 130-. -3 127 $.1.80 ($5.40) 901-72.08 Wire, -'8 Awg Bare Neutral LF 1280 12 1292 $0.90 $10.80- 901-74.07 Cable -Conduit, 1 In., 2 Conductors and 1 LF . 80 -7 73 $6.00. ($42.00) Bare Neutral,: 8 Awg 903-12.70A Perforated Square Steel Tube Post, 2 In., LF 736 10 746 $8.30 $83.00 12 Ga. 903-12.71 Perforated Square Steel Tube Post LF 168 3 171. $8:70 $26.10 Anchor, 12 Ga. CONTRACTORS PROPOSAL FOR THE ABOVE DESCRIBED CHANGES: INVe hereby agree to the modifications of the contract as described above and agree to furnish all materials and labor and perform all. work in connection therewith in accordance with the requirements for similar work in existing contract except as otherwise stipulated herein, for the following considerations: Contract Amount - Deduct $74,581.73 (Seventy Four Thousand Five Hundred Eighty One Dollars and Seventy Three Cents) from the Contract Amount Contract Time - There is no change to the Contract Time STATEMENT OF CONTRACT AMOUNT: Project 32685, Change Order #7, Page 3 of 3 Amount % Change Time: Lehman Construction, .LC.. , C .-R: para ; Q . Date - Recommended by Fb City Engi r Date .Vo rification of Encumbrance; / <� Fina, ce,bihWi Date Accepted by, Weer qty _Admin(strdtor l; Ma or Data 1f-17 Approved as to Form: l cjtyCOUfor Date