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Home My WebLink AboutC2026-012 - 2/10/2026 - Approved CITY OF CORPUS CHRISTI ENGINEERING SERVICES CHANGE ORDER VENDOR ID NO.: 134656 PROJECT: Yorktown Blvd.(Rodd Field Rd.to Oso Creek Bridge)(Bond 2020) CONTRACT NO.: 5630 CONTRACTOR: JE Construction Services,LLC ENGINEER: -JA Engineering-Dylan Klare PROJECT NUMBER: 21066 PROJECT MANAGER: Dazhi Sun CHANGE ORDER NO: 4 OPERATINGDEPT.: Public Works-Streets CHANGE ORDER DATE: 1/6/2026 Make the following additions,modifications or deletions to the work described in the Contract Documents: ADDITIONS Quantity Unit Unit Price Total Oso Bridge Revisions&Fred's Folly Intersection PART 2A-GENERAL(ITEMS 2A1 THRU 2A14) 2A2 BONDS&INSURANCE 1 AL $ 5,046.00 $ 5,046.00 A-Nl <OSO BRIDGE>BONDS&INSURANCE 1 AL $ 1,529.00 $ 1,529.00 A-N2 <OSO BRIDGE>TRAFFIC CONTROL ITEMS(SIGNS,BARRICADES,CHANNELIZING DEVICES,LPCB, 1 MO $ 5,300.00 $ 5,300.00 ETC.) A-N3 <OSO BRIDGE>INLET PROTECTION 4 EA $ 240.00 $ 960.00 A-N4 <FRED'S FOLLY>BONDS&INSURANCE I AL $ 2,367.00 $ 2,367.00 Subtotal: S 15,202.00 PART 2B-STREET IMPROVEMENTS(ITEMS 2131 THRU 21379) 2131 MOBILIZATION(MAX.5%OF PART 113) 1 LS $ 24,030.00 $ 24,030.00 21332 1"TYPE'D'ASPHALTIC CONCRETE BOND BREAKER 4369 SY $ 10.00 $ 43,690.00 21335 10"CONTINUOUSLY REINFORCED CONCRETE PAVEMENT(4,400 PSI)(B.O.C.) 4369 SY $ 100.00 $ 436,900.00 B-N6 <OSO BRIDGE>MOBILIZATION(MAX.5%OF PART 113) 1 LS $ 7,281.00 $ 7,281.00 B-N7 <OSO BRIDGE>REMOVE CONCRETE DRIVEWAY 80 SY $ 23.00 $ 1,840.00 B-N8 <OSO BRIDGE>STREET EXCAVATION(2'B.O.C.-INCLUDING MEDIANS) 289 SY $ 6.00 $ 1,734.00 B-N9 <OSO BRIDGE>8"LIME STABILIZED SUBRADE PREPARATION(2'B.O.C) 107 SY $ 12.00 $ 1,284.00 B-N10 <OSO BRIDGE>6"CEMENT-TREATED TYPE A,TRADE 1-2,CRUSHED LIMESTONE BASED(21B.O.C.) 110 SY $ 27.00 $ 2,970.00 B-Nl1 <OSO BRIDGE>60NE COURSE SURFACE TREATMENT UNDERSEAL 2692 SY $ 8.00 $ 21,536.00 B-N12 <OSO BRIDGE>3"TYPED"HMAC 2692 SY $ 37.00 $ 99,604.00 B-N13 <OSO BRIDGE>12"CONCRETE MOW STRIP 154 SF $ 13.00 $ 2,002.00 B-N14 <OSO BRIDGE>CONCRETE MEDIAN CAP 2071 SF $ 11.00 $ 22,781.00 B-N15 <OSO BRIDGE>TYPE PRl1 PEDESTRIAN RAIL 128 LF $ 210.00 $ 26,880.00 B-N16 <OSO BRIDGE>CONCRETE DRIVEWAY 2078 SF $ 12.00 $ 24,936.00 B-N17 <OSO BRIDGE>PAVEMENT MARKINGS(24"WIDE,YELLOW,TYPE C HEAT APPLIED,125 MIL, 3 LF $ 23.00 $ 69.00 PREFORMED THERMOPLASTIC"GORE"MARKING LINES) B-N18 <OSO BRIDGE>PAVEMENT MARKING,REFLECTORIZED THERMOPLASTIC,TYPE I,90 MIL 1696 LF $ 1.00 $ 1,696.00 THICKNESS-YELLOW 6"SOLID B-N19 <OSO BRIDGE>PAVEMENT MARKING,REFLECTORIZED THERMOPLASTIC,TYPE I,90 MIL 180 LF $ 1.00 $ 180.00 THICKNESS-WHITE 6"BROKEN B-N20 <OSO BRIDGE>RAISED REFLECTIVE PAVEMENT MARKINGS(TY II-C-R)WHITE/RED 8 EA $ 7.00 $ 56.00 B-N21 <OSO BRIDGE>SELECT FILL EMBANKMENT 1070 CY $ 12.00 $ 12,840.00 B-N22 <OSO BRIDGE>5"TYPE'D'HMAC 2692 SY $ 69.14 $ 186,124.88 B-N23 <OSO BRIDGE>RAISED CONCRETE ISLAND 200 SF $ 17.81 $ 3,562.00 B-N24 <OSO BRIDGEI>2'CONCRETE FLUME FOR CI-42 1 EA $ 3,051.41 $ 3,051.41 B-N25 <FREDS FOLLY>MOBILIZATION(MAX.5%OF PART IB) 1 LS $ 11,837.00 $ 11,837.00 B-N26 <FREDS FOLLY>STREET EXCAVATION(2'B.O.C.-INCLUDING MEDIANS) 738 SY $ 15.74 $ 11,616.12 B-N27 <FREDS FOLLY>8"LIME STABILIZED SUBGRADE PREPARATION(2'B.O.C.) 738 SY $ 29.68 $ 21,903.84 B-N28 <FREDS FOLLY>6"CEMENT-TREATED TYPE A,GRADE 1-2,CRUSHED LIMESTONE BASE(2"B.Q.C.) 738 SY $ 39.37 $ 29,055.06 B-N29 <FREDS FOLLY>1"TYPE'D'ASPHALTIC CONCRETE BOND BREAKER 742 SY $ 19.68 $ 14,602.56 B-N30 <FREDS FOLLY>10"CONTNUOSLY REINFORCED CONCRETE PAVEMENT(4,400 PSI)(B.O.C.) 742 SY $ 100.00 $ 74,200.00 B-N31 <FREDS FOLLY>PAVEMENT MARKINGS(24"WIDE,WHITE,TYPE C HEAT APPLIED,125 MIL, 12 LF $ 19.00 $ 228.00 PREFORMED B-N32 <FREDS FOLLY>PAVEMENT MARKING,REFLECTORIZED THERMOPASTIC,TYPE I,90 MIL THICNESS 339 LF $ 2.00 $ 678.00 -WHITE 8" B-N33 <FREDS FOLLY>PAVEMENT MARKING,REFLECTORIZED THERMOPASTIC,TYPE I,90 MIL THICNESS 30 LF $ 1.00 $ 30.00 -WHITE 6" B-N34 <FREDS FOLLY>PREFABRICATED PAVEMENT MARKINGS TY.1(W)(WORD)"ONLY"(100 MIL) 2 EA $ 420.00 $ 840.00 B-N35 <FREDS FOLLY>PREFABRICATED PAVEMENT MARKINGS TY.1(W)(RIGHT TURN ARROW)(100 MIL) 2 EA $ 330.00 $ 660.00 B-N36 <FREDS FOLLY>RAISED REFLECTIVE PAVEMENT MARKINGS(TY II-C-R)WHITE/RED 17 EA $ 7.00 $ 119.00 B-N37 <FREDS FOLLY>LANE CONTROL SIGN(INCL.METAL POLE&FOUNDATION) 1 EA $ 1,000.00 $ 1,000.00 Subtotal: S 1,091,816.87 PART 2C-RTA IMPROVEMENTS(ITEMS 2CI THRU 2C5) C-N1 <OSO BRIDGE>CONCRETE PEDESTRIAN SIDEWALK 943 SF $ 9.00 $ 8,487.00 C-N2 <FREDS FOLLY>SIDEWALK RAMP 329 SF $ 27.00 $ 8,883.00 C-N3 <FREDS FOLLY>SIDEWALK RETAINING CURB 27 LF $ 16.00 $ 432.00 Subtotal: S 17,802.00 PART 2D-DRAINAGE IMPROVEMENTS(ITEMS 2D1 THRU 2D48) D-N3 <OSO BRIDGE>18"CLASS III RCP 87 LF $ 115.00 $ 10,005.00 D-N4 <OSO BRIDGE>PIPE TRENCH SAFETY 77 LF $ 3.00 $ 231.00 D-N5 <OSO BRIDGE>5'CURB INLET 4 EA $ 6,500.00 $ 26,000.00 D-N6 <OSO BRIDGE>INLET TRENCH SAFETY 4 EA $ 150.00 $ 600.00 D-N7 <OSO BRIDGE>STD.6"CURB AND GUTTER 711 LF $ 28.85 $ 20,512.35 D-N8 <FREDS FOLLY>18"CLASS III RCP 12 LF $ 115.00 $ 1,380.00 D-N9 <FREDS FOLLY>PIPE TRENCH SAFETY 12 LF $ 3.00 $ 36.00 D-N10 <FREDS FOLLY>REMOVE AND REINSTALL CURB INLET 1 LS $ 2,340.00 $ 2,340.00 Subtotal: S 61,104.35 PART 2E WATER IMPROVEMENTS(ITEMS 2E1 THRU 2E27) E-Nl <FREDS FOLLY>REMOVE EXISTING 12"PVC WATERLINE 84 LF $ 45.00 $ 3,780.00 E-N2 <FREDS FOLLY>12"C900 PVC WATERLINE 96 LF $ 170.00 $ 16,320.00 E-N3 <FREDS FOLLY>PIPE TRENCH SAFETY 96 LF $ 5.00 $ 480.00 E-N4 <FREDS FOLLY>1211451 BEND 4 EA $ 1,260.00 $ 5,040.00 E-N5 <FREDS FOLLY>12"GATE VALVE&BOX 2 EA $ 5,000.00 $ 10,000.00 E-N6 <FREDS FOLLY>12"CROSS 1 EA $ 1,700.00 $ 1,700.00 CITY OF CORPUS CHRISTI ENGINEERING SERVICES CHANGE ORDER VENDOR ID NO.: 134656 PROJECT: Yorktown Blvd.(Rodd Field Rd.to Oso Creek Bridge)(Bond 2020) CONTRACT NO.: 5630 CONTRACTOR: JE Construction Services,LLC ENGINEER: -JA Engineering-Dylan Klare PROJECT NUMBER: 21066 PROJECT MANAGER: Dazhi Sun CHANGE ORDER NO: 4 OPERATINGDEPT.: Public Works-Streets CHANGE ORDER DATE: 1/6/2026 Make the following additions,modifications or deletions to the work described in the Contract Documents: Subtotal: S 37,320.00 PART 2H I.T.INFRASTRUCTURE IMPROVEMENTS(ITEMS 2111 THRU 2117) H-Nl <OSO BRIDGE>2"CLANK I.T.CONDUIT 16 LF $ 17.00 $ 272.00 Subtotal: S 272.00 PART 2I TRAFFIC SIGNAL IMPROVEMENTS(ITEMS 2I1 THRU 2I43) I-Nl <FREDS FOLLY>DRILL SHAFT(TRF SIG POLE)(36IN) 14 LF $ 380.00 $ 5,320.00 I-N2 <FREDS FOLLY>CONDT(PVC)(SCH 80)(211)(BORE) 80 LF $ 37.00 $ 2,960.00 I-N3 <FREDS FOLLY>CONDT(PVC)(SCH 80)(411)(BORE) 160 LF $ 66.00 $ 10,560.00 I-N4 <FREDS FOLLY>ELEC.CONDR.(NO.8)INSULATED 640 LF $ 3.00 $ 1,920.00 I-N5 <FREDS FOLLY>TRAY CABLE(3 CONDR.)(12 AWG) 700 LF $ 3.00 $ 2,100.00 I-N6 <FREDS FOLLY>VEH SIG SEC(1211)LED(GRN) 3 LF $ 400.00 $ 1,200.00 I-N7 <FREDS FOLLY>VEH SIG SEC(1211)LED(YEL) 3 LF $ 400.00 $ 1,200.00 I-N8 <FREDS FOLLY>VEH SIG SEC(1211)LED(RED) 3 LF $ 400.00 $ 1,200.00 I-N9 <FREDS FOLLY>PED SIG SEC(LED)(COUNTDOWN) 2 LF $ 671.00 $ 1,342.00 I-N10 <FREDS FOLLY>BACKPLATE W/REF BRDR(3 SEC) 3 LF $ 215.00 $ 645.00 I-Nl 1 <FREDS FOLLY>TRF SIG CBL(TY A)(14 AWG)(4 CONDR) 155 LF $ 2.00 $ 310.00 I-N12 <FREDS FOLLY>TRF SIG CBL(TY A)(14 AWG)(16 CONDR) 265 LF $ 4.00 $ 1,060.00 I-N13 <FREDS FOLLY>INS TRF SIG PL AM(S)l ARM(321)LUM&ILSN 1 LF $ 19,000.00 $ 19,000.00 I-N14 <FREDS FOLLY>PED DETECT PUSH BUTTON(APS) 2 LF $ 1,100.00 $ 2,200.00 I-N15 <FREDS FOLLY>ILSN(LED)(8S) 1 LF $ 4,800.00 $ 4,800.00 I-N16 <FREDS FOLLY>RADAR PRESENCE DETECTOR(WAVETRONIIA) 1 LF $ 8,300.00 $ 8,300.00 Subtotal: S 64,117.00 PART 2J STREET LIGHTING IMPROVEMENTS(ITEMS 2J1 THRU 2J6) J-NI <OSO BRIDGE><OSO BRIDGE>CONDT(PVC)(SCH 40)(211) 15 LF $ 15.00 $ 225.00 J-N2 <FREDS FOLLY><OSO BRIDGE>CONDT(PVC)(SCH 40)(211) 40 LF $ 15.00 $ 600.00 Subtotal: S 825.00 Additional Contract Time Due To:Scope of Work 30 DAY $ - $ - Additional Contract Time Due To:Rain/Weather n/a DAY $ - $ - Additional Contract Time Due To:Critical Path Delays n/a DAY $ - $ - Additional Contract Time Due To:Other n/a DAY $ - $ - Additions Total: S 1,288,459.22 DELETIONS Quantity Unit Unit Price Total Reconciliation of Underrun Quantifies PART 2A-GENERAL(ITEMS 2A1 THRU 2A14) 2A11 REVEGETATION(HYDROMULCH) -849 SY $ 2.00 $ (1,698.00) Subtotal: S (1,698.00) PART 2B-STREET IMPROVEMENTS(ITEMS 2131 THRU 21379) 21332 1"TYPE'D'ASPHALTIC CONCRETE BOND BREAKER -2523 SY $ 10.00 $ (25,230.00) 21335 10"CONTINUOUSLY REINFORCED CONCRETE PAVEMENT(4,400 PASI)(B.O.C) -2523 SY $ 100.00 $ (252,300.00) 21337 METAL BEAM GUARD GENCE MOW STRIP -59 CY $ 700.00 $ (41,300.00) 21350 PAVEMENT MARKING,REFLECTORIZED THERMOPLASTIC,TYPE I,90 MIL THICKNESS-WHITE 6" -1172 LF $ 1.00 $ (1,172.00) 21352 PACEMENT MARKING,REFLECTORIZED THERMOPLASTIC,TYPE I,90 MIL THICNESS-WHITE 6" -147 LF $ 1.00 $ (147.00) BROKEN(LOON AREAS/MERGE/TURN LANE STRIPING) 21356 PREFABRICATED PAVEMENT MARKINGS TY.1(W)(LANE MERGE ARROW)(100 MIL) -3 EA $ 720.00 $ (2,160.00) 21358 RAISED REFLECTIVE PAVEMENT MARKINGS(TY II-A-A)YELLOW -4 EA $ 7.00 $ (28.00) 21377 5"CONCRETE SLOPE PROTECTION AT EMBANKMENT -124 SY $ 116.00 $ (14,384.00) Subtotal: S (336,721.00) PART 2C-RTA IMPROVEMENTS(ITEMS 2CI THRU 2C5) 2C3 CONCRETE PEDESTRIAN SIDEWALK -741 SF $ 9.00 $ (6,669.00) Subtotal: S (6,669.00) PART 2D-DRAINAGE IMPROVEMENTS(ITEMS 2D1 THRU 2D48) 2D47 STD.6"CURB -406 LF $ 8.00 $ (3,248.00) Subtotal: S (3,248.00) PART 2E WATER IMPROVEMENTS(ITEMS 2E1 THRU 2E27) 2E21 12"X12"TAPPING SLEEVE&VALVE -1 EA $ 14,000.00 $ (14,000.00) Subtotal: S (14,000.00) PART 2G GAS IMPROVEMENTS(ITEMS 2G1 THRU 2G7) 2G5 GAS LINE TRENCH EXCAVATION,BEDDING&BACKFILL -14 LF $ 20.00 $ (280.00) 2G6 PIPE TRENCH SAFETY -14 LF $ 1.00 $ (14.00) Subtotal: S (294.00) PART 2I TRAFFIC SIGNAL IMPROVEMENTS(ITEMS 2I1 THRU 2I43) 2I2 DRILL SHAFT(TRF SIG POLE)(24 IN) -6 LF $ 174.00 $ (1,044.00) 2I5 CONDT(PVC)(SCH 80)(2") -75 LF $ 29.00 $ (2,175.00) 2I7 CONDT(PVC)(SCH 80)(4") -130 LF $ 39.00 $ (5,070.00) 219 ELEC.CONDR(NO.8)BARE -50 LF $ 3.00 $ (150.00) 2I27 TRF SIG CBL(TY A)(14 AWG)(5 CONDR) -475 LF $ 2.00 $ (950.00) 2I34 PED POLE ASSEMBLY -1 LF $ 1,400.00 $ (1,400.00) CITY OF CORPUS CHRISTI ENGINEERING SERVICES CHANGE ORDER VENDOR ID NO.: 134656 PROJECT: Yorktown Blvd.(Rodd Field Rd.to Oso Creek Bridge)(Bond 2020) CONTRACT NO.: 5630 CONTRACTOR: JE Construction Services,LLC ENGINEER: LJA Engineering-Dylan Klare PROJECT NUMBER: 21066 PROJECT MANAGER: Dazhi Sun CHANGE ORDER NO: 4 OPERATINGDEPT.: Public Works-Streets CHANGE ORDER DATE: 1/6/2026 Make the following additions,modifications or deletions to the work described in the Contract Documents: Subtotal: S (10,789.00) Deletions Total: S (373,419.00) Additional Calendar Days requested 30 NET TOTAL OF THIS CHANGE ORDER: S 915,040.22 Whv was this Chance necessarv: "The revisions to the scope of work are being driven by two separate factors.One,TxDot informed the City of Corpus Christi that they have a future project to replace the Oso Creek Bridge.The design of the new bridge does not align with the current elevation of Yorktown and the approach to the new bridge.The City's consultant,LJA,coordinated with Tx DOT's consultant to redesign the Yorktown bridge approach to match the proposed TMOT bridge design.This has resulted in the construction of a temporary asphalt pavement transition. Two,revisions for the Fred's Folly intersection were identified and directed by Public Works.The revision is intended to accommodate the north Leg of the intersection and to add a right-turn Lane for westbound traffic on the north side of Yorktown Blvd.This Change Order also incorporates the construction of a driveway serving the new storage faci Ry west of Oso Parkway,which was added after the project had already bid." This Contract Modification represents Final Adjustment for any and all amounts due or to become due to Contractor for changes referred to herein.Contractor further releases all other claims,if any(except those claims previously submitted in writing in strict accordance with the Contract),for additional compensation under this Contract,including without limitation any rights Contractor may have for additional compensation arising out of delays or disruption of Contractor's schedule as may have arisen prior to the date of this Contract Modification.Unless otherwise expressly provided herein,the time of completion and all other terms and conditions ofthe Contract remain unchanged Original Contract Amount $ 25,532,307.00 Proposed Change Order Maximum Change Order Contingency Amount(25%) $ 6,383,076.75 Funding Source(s) Remaining Available Contingency Amount(including this CO) $ 5,468,036.53 SECTION/FUND FUND: 3561-33-89 PreviouslyApproved Change Order Amount $ - ACCOUNT: 550910 Proposed Change Order Amount ■ S 915,040.22 for use by CAP ACTIVITY:1210663561EXP Revised Contract Amount S 26,447,347.22 for use by CAP AMOUNT: $828 891.31 Percent of Total Change Orders(including this CO) 3.58% SECTION/FUND Original Contract Time for Substantial Completion 1080 CD's FUND: 4536-47-89 Notice to Proceed Date 8/19/2024 ACCOUNT: 550910 Original Substantial Completion Date 8/4/2027 ACTIVITY:1210664536EXP AMOUNT: $57 856.35 Previously Approved Change Order Time 0 CD's Additional Time on This Change Order 30 CD's SECTION/FUND Revised Contract Time for Substantial Completion 1110 CD's FUND: 4533-47-89 Revised Substantial Completion Date 9/3/2027 for use by CAP ACCOUNT:1550910 ACTIVITY:1210664533EXP CONTRACTOR AMOUNT: $3 240.96 REQUESTED BY: JE Construction Services,LLC ��vLO� � �� : 4484- 5-89 n FUND: 4484-45-89 ACCOUNT: 550910 Brandon Fleming(Feb 26,2026 09: :44 CST) ACTIVITY: 210664484EXP AMOUNT: $24 535.36 Brandon Fleming Date Project Manager SECTION/FUND FUND: 4258-46-89 ACCOUNT:1550910 ACTIVITY:1210664258EXP AMOUNT: $675.20 SECTION/FUND FUND: 4562-11-89 ACCOUNT:1550910 ACTIVITY:1210664562EXP AMOUNT: $158.96 CITY OF CORPUS CHRISTI LI) !iA'ciilqllr, for Rat ri a Polito Mut" Lu REVIEWED BY: Arnulfo(AJ)Gar is Jr(Feb 26,2026 10:36:57 CST) APPROVED BY:for Ratna Pottumuthu(Feb 26 2026 16:30:42 CST) Arnulfo Garcia Date Jeff 11 Edmonds,P.E. Date Finance&Resource Manager Director of Engineering Services RECOMMENDED BY: Jos#i Johnson(Feb 26, 2026 10.38.03 CST) Joseph Johnson Date Assistant Director of Construction Inspection CITY OF CORPUS CHRISTI ENGINEERING SERVICES CHANGE ORDER VENDOR ED NO.: 134656 PROJECT: Yorktown Blvd.(Rodd Field Rd.to Oso Creek Bridge)(Bond 2020) CONTRACT NO.: 5630 CONTRACTOR: JE Construction Services,LLC ENGINEER: LJA Engineering-Dylan Klare PROJECT NUMBER: 21066 PROJECT MANAGER: Dazhi Sun CHANGE ORDER NO: 4 OPERATING DEPT.: Public Works-Streets CHANGE ORDER DATE: 1/6/2026 Make the following additions,modifications or deletions to the work described in the Contract Documents: APPROVED AS To Janet Whitehead (Feb 26, 2026 10:53:57 CST) Authorized M2026-01 2 LegistrarNo. initials FORM: Janet Whitehead Date ((�� Assistant City Attorney By Council 2/10/2026 Council Date RMSB� 402T kebecca tfg'eea RECOMMENDED BY: Rudy Pena (Feb 26, 2026 16:09:57 CST) ATTEST: Rebecca Huerta(Feb 27,2026 09:50:09 CST) Rodolfo Pena Date (Council)Rebecca Huerta Date Capital Budget Manager (>$100,000.00 or>_25%)City Secretary Cinthya Cardenas From: Liza Steele Sent: Tuesday, February 24, 2026 4:20 PM To: Cinthya Cardenas; CFAGroupConstruction Cc: Arnulfo Garcia Jr Subject: RE: FUNDING REQUEST - 21066 Yorktown Blvd. (Rodd Field Rd. to OSO Creek Bridge) (Bond 2020) - Change Order 04 Attachments: 21066 Change Order 04-Draft.PDF; Funding Source &Table - 21066 JE Construction,Change Order 04.pdf; 21066 Purchase Order 236458 [deductions].pdf Hello Cinthya, See funding below: Funding Sources Fund-Dept-Org: 3561-33-89 Account: 550910 Project(Activity): 210663561EXP Amount: 828,891.31 Fund-Dept-Org: 4536-47-89 Account: 550910 Project(Activity): 210664536EXP Amount: 57,856.35 Fund-Dept-Org: 4533-47-89 Account: 550910 Project(Activity): 210664533EXP Amount: 3,240.96 Fund-Dept-Org: 4484-45-89 Account: 550910 Project(Activity): 210664484EXP Amount: 24,535.36 Fund-Dept-Org: 4258-46-89 Account: 550910 Project(Activity): 210664258EXP Amount: 675.20 Fund-Dept-Org: 4562-11-89 Account: 550910 Project(Activity): 210664562EXP Amount: 1 Fund-Dept-Org: 4533-47-89 Account: 550910 Project(Activity): 210664533EXP Amount: 3,240.96 Fund-Dept-Org: 4484-45-89 Account: 550910 Project(Activity): 210664484EXP Amount: 24,535.36 Fund-Dept-Org: 4258-46-89 Account: 550910 Project(Activity): 210664258EXP Amount: 675.20 Fund-Dept-Org: 4562-11-89 Account: 550910 Project(Activity): 210664562EXP Amount: Total 915,040.22 Funding Table General5plit(PartA) $ 13,504.00 Additions Deletions Net Part(s) Streets 61.000/0 8,237.44 1,174,832.87 (354,179.00) 828,891.31 A,B,C,H.I,),K Storm Water 24.00% 3,240.96 61,104.35 (3,248.00) 61,097.31 A.D Water 9.00% 1,215.36 37,320.00 (14,000.00) 24,535.36 A,E Wastewater 5.00% 675.20 - 675.20 A.F Gas 1.001'. 135.04 (294.00' ;158.96) A,G TOTAL 100.00% 13,504.00 1,273,257.22 (371,721.00) 915,040.22 Thankyou, �i• � i CITY OF CORPUS CHRISTI CvntractslFuncls Adrninistrator ENGINEERING City MCarpus Christi SERVICES Engineering Services (361)a2&3429 Need help with City services? 1201Lenpard5treet Call 3-1-1 to f'e,'acfl our Carpus Ghristi,TX734G1 cListo ner call center. 0 Lizas@corpuschristitx.acu From: Liza Steele<iizas@corpuschristitx.gov> Sent:Wednesday, February 11, 2026 1:18 PM To: Cinthya Cardenas<CinthyAC@corpuschristitx.gov>; CFAGroupConstruction 2 AGENDA MEMORANDUM Action Item for the City Council Meeting of February 10, 2026 DATE: February 10, 2026 TO: Peter Zanoni, City Manager FROM: Jeff H. Edmonds, P. E., Director of Engineering Services 0effreye(a)cctexas.com (361) 826-3851 Ernesto De La Garza, P.E., Director of Public Works ernestod2(a)cctexas.com (361) 826-1677 Construction Change Order Yorktown Boulevard— Rodd Field Road to Oso Creek Bridge (Bond 2022, Proposition A) CAPTION: Motion authorizing Change Order No. 4 with JE Construction Services, LLC of Corpus Christi, Texas, for the Yorktown Boulevard (Rodd Field Road to Oso Creek Bridge) project located in Council District 5, in an amount of$915,040.22, for a total contract amount not to exceed $26,447,347.22 to tie-in the Yorktown Boulevard with the upcoming TxDOT Oso Creek Bridge replacement project and Fred's Folly intersection modification, including the construction of a new driveway serving the storage facility west of Oso Parkway, with funding available from the Street Bond 2022, Storm Water, and Water funds. SUMMARY: This change order increases the construction contract value to incorporate plan revisions for the Yorktown project. The change order allow for a seamless tie-in to the upcoming TxDOT Oso Creek Bridge replacement project and the Fred's Folly intersection modification. The design of the new bridge does not align with the current elevation of Yorktown and the approach to the new bridge. Adjustments are needed to the design to accommodate the tie-in to the new bridge. Additionally, this change order accommodates needed revisions to the north leg of the Fred's Folly intersection to add a right-turn lane for westbound traffic. Lastly, this change order reconciles estimated quantities to align with field adjustments that have occurred. BACKGROUND AND FINDINGS: Yorktown Boulevard — Rodd Field Road to Oso Creek Bridge project design was completed in March 2024. On June 11, 2024, City Council authorized the construction contract to JE Construction Services LLC in the amount of$25,532,307.00. The Oso Creek Bridge (Yorktown mud bridge) was shut down in Dec 2022 due to a two-foot sinkhole. The bridge was subsequently repaired and was open to public in April 2023. The Oso Creek Bridge was selected by TxDOT for complete replacement under the highway bridge program due to the structural deficiencies. The highway bridge program allows deficient structures to be scheduled for improvements that will increase safety and efficiency. The bridge design started summer of 2023. The details of the bridge design were not available until 2025. While the original bridge approach was designed to connect to the existing Oso Creek Bridge, the proposed TxDOT bridge differs substantially in width, elevation, and cross-section. Thus, the City's previously approved design must be modified to ensure a seamless and constructible connection. Below is the comparison between the existing and the proposed Oso Creek Bridge. Oso Creek Bridge Overview: Feature Existing Bridge Proposed Bridge (TxDOT) Width 46 feet 80 feet Height Existing Grade Approximately 2-3 higher Lanes Two (2) 12-foot travel lanes Four (4) 11-foot travel lanes Median None 4-foot raised median Pedestrian 1 10-foot shoulders both sides I 12-foot sidewalks both sides The City's consultant, LJA, coordinated with TxDOT's consultant, STV, to redesign the Yorktown bridge approach to match TxDOT's proposed design. A temporary asphalt pavement transition will be installed to maintain connectivity with the existing structure until TxDOT begins construction on the new bridge. Once the new bridge is finished, the temporary pavement transition will be removed, and concrete pavement will be installed to align with the rest of Yorktown Blvd. surface. Additionally, the Fred's Folly intersection was initially designed as a T-intersection for the existing south leg. After construction commenced, the Planning Commission and City Council recommend maintaining/extending the north leg of Fred's Folly from Yorktown Boulevard to Slough Road per the Urban Transportation Plan. Subsequently, the plans are revised to accommodate the north leg, add a westbound right-turn lane on the north side of Yorktown Boulevard, and modify traffic signal. The property owner of 7502 Yorktown Boulevard has agreed to compensate the City $50,000.00 for the additional works that will be done at Fred's Folly intersection to support his future development. This change order also incorporates reconciliation of estimated quantities based on field changes for temporary pavement and construction of a new driveway serving the storage facility west of Oso Parkway. The construction of the storage facility started around the same time as the Yorktown Boulevard Road construction project, thus the driveway was not part of the initial design plan. The owner cannot install the permanent driveway due to the ongoing road construction. The City will be installing the driveway as a part of the Yorktown Boulevard Road project to minimize disruptions to the street construction project and to adjacent businesses. This also ensures that the new driveway seamlessly integrates with the surrounding infrastructure. These changes are necessary to address newly identified conditions, maintain coordination with TxDOT's future bridge project, and ensure the safe, functional, and constructible completion of the Yorktown Boulevard improvements. This motion authorizes a change order for JE Construction Services, LLC in the amount of $915,040.22, with an additional 30 calendar days to complete the work. The revised substantial completion date is September 2027. ALTERNATIVES: The City Council may choose not to authorize this change order. However, doing so would delay the project and conflict with the City Council's goal to expedite street improvements. Furthermore, a delay could potentially increase costs due to future mobilization requirements and lack of coordination with upcoming TxDOT construction. FISCAL IMPACT: The fiscal impact in FY 2026 is an amount not to exceed $915,040.22 for a total contract amount of $26,447,347.22 with funding available from the Street Bond 2022, Storm Water, and Water funds. The remaining project saving will transferred to the reserve funds. FUNDING DETAIL: Fund: 2024 GO Bd22 Prop A- Streets (Fund 3561) Department: Street (Dept 33) Organization: Grants &Capital Projects (89) Project No.: 21066—Yorktown Blvd (Rodd Field to Oso Creek) Account: Construction Contract (550910) Activity: 21066-3561-EXP Amount: $833,863.87 Fund: STWCP PR 032950 2023 (Fund 4536) Department: Storm Water (Dept 47) Organization: Grants &Capital Projects (89) Project No.: 21066 —Yorktown Blvd (Rodd Field to Oso Creek) Account: Construction (550910) Activity: 21066-4536-EXP Amount: $57,856.35 Fund: WATER 2023 CIP (Fund 4486) Department: Water (Dept 45) Organization: Grants &Capital Projects (89) Project No.: 21066 —Yorktown Blvd (Rodd Field to Oso Creek) Account: Construction Contract (550910) Activity: 21066-4486-EXP Amount: $23,320.00 Overall Total $915,040.22 RECOMMENDATION: Staff recommend approval of Change Order No. 4 with JE Construction Services, LLC in an amount not to exceed $915,040.22, along with a 30-day contract extension. This approval will allow for the completion of Project 21066—Yorktown Boulevard (Rodd Field Road to Oso Creek Bridge) in a timely and uninterrupted manner. LIST OF SUPPORTING DOCUMENTS: Change Order Location and Vicinity Maps CIP Page COF City of Corpus Christi,Engineering Services Construction Inspection Division 4917 Holly Road,Bldg.5,Corpus Christi,Texas 78411 WORK CHANGE DIRECTIVE .0-A PROJECT INFORMATION Project Name: Yorktown Date: 1-7-2026 Project#: 21066 RFI # Contractor: JE Contracting Directive #: 8 SCOPE OF WORK JE Contracting is hereby directed to perform the following additional work. Provide detailed description of work to be performed. This change order(WCD)increases the construction contract value to incorporate plan revisions to the Yorktown project to tie into the upcoming TxDot Oso Creek Bridge replacement project.Additionally,this change order reconciles the original quanties. The proposed adjustment to the contract sum: Lump Sum ❑ Unit Price 0 The contract time is proposed to: - Revisions total: $154,429.64 Stay the same ❑ Increase 0 Decrease ❑ When executed by Owner and Contractor, contractor agrees to begin work outlined herein immediately and agrees to negotiate in good faith under the terms of the contract to prepare a change order for this work. X qd5 i�6 X Jose' h Johnson(Jan 8,202610:59:35 CST) Owners Authorized Representative Contractors authorized Representative es ; City of Corpus Christi,Engineering Services Construction Inspection Division 4917 Holly Road,Bldg.5,Corpus Christi,Texas 78411 WORK CHANGE DIRECTIVE E—A PROJECT INFORMATION Project Name: Yorktown Date: 1-7-2026 Project#: 21066 RFI # Contractor: JE COntracting Directive #: 9 SCOPE OF WORK JE Contracting is hereby directed to perform the following additional work. Provide detailed description of work to be performed. This Field Directive" allowing JE to begin work on the Freds Folly Intersection per the revised drawings. This additional work was approved by city council. To expand Freds Folly from Yorktown to Sydney St. The proposed adjustment to the contract sum: Lump Sum ❑ Unit Price 0 The contract time is proposed to: - Additional Work/Quantity Corrections total: $509,666.00 Stay the same ❑ - Freds Folly Revisions total: $250,944.58 Increase 0 Decrease ❑ When executed by Owner and Contractor, contractor agrees to begin work outlined herein immediately and agrees to negotiate in good faith under the terms of the contract to prepare a change order for this work. X X Jose h Johnson(Jan 8,202610:59:35 CST) Owners Authorized Representative Contractors authorized Representative 21066 YORKTOWN-OSO BRIDGE APPROACH REVISIONS ITEM DESCRIPTION UNIT CITY UNIT PRICE AMOUNT Part 2A-GENERAL(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2A-ADDITIONS A-N1 BONDS&INSURANCE AL 1 $ 1,529.00 $ 1,529.00 A-N2 D�5 TRAFFIC CONTROL ITEMS(SIGNS,BARRICADES,CHANNELIZING DEVICES,LPCB,ETC.) MO 1 $ 5,300.00 $ 5,300.00 A-N3 ,` INLET PROTECTION EA 4 $ 240.00 $ 960.00 SUBTOTAL PART 2A-GENERAL $ 7,789.00 Part 26-STREET IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2B-DEDUCTIONS 2B37 METAL BEAM GUARD FENCE MOW STRIP CY -59 $ 700.00 $ (41,300.00) 21350 PAVEMENT MARKING, REFLECTORIZED THERMOPLASTIC, TYPE I, 90 MIL THICKNESS - WHITE 6" LF -1,172 $ 1.00 $ (11172.00) SOLID 21352 PAVEMENT MARKING, REFLECTORIZED THERMOPLASTIC, TYPE I, 90 MIL THICKNESS - WHITE 6" LF -147 $ 1.00 $ (147.00) BROKEN(LOON AREAS/MERGE/TURN LANE STRIPING) 2B56 PREFABRICATED PAVEMENT MARKINGS TY.1(W)(LANE MERGE ARROW)(100 MIL) EA -3 $ 720.00 $ (2,160.00) 21358 RAISED REFLECTIVE PAVEMENT MARKINGS(TY II-A-A)YELLOW EA -4 $ 7.00 $ (28.00) 2B77 5"CONCRETE SLOPE PROTECTION AT EMBANKMENT SY -124 $ 116.00 $ (14,384.00) 21332 1"TYPE'D'ASPHALTIC CONCRETE BOND BREAKER SY -2,523 $ 10.00 $ (25,230.00) 2B35 10"CONTINUOUSLY REINFORCED CONCRETE PAVEMENT(4,400 PSI)(B.O.C) SY -2,523 $ 100.00 $ (252,300.00) PART 2B-ADDITIONS B-N6 MOBILIZATION(MAX.5%OF PART 1 B) LS 1 $ 7,281.00 $ 7,281.00 B-N7 REMOVE CONCRETE DRIVEWAY SY 80 $ 23.00 $ 1,340.00 B-N8 STREET EXCAVATION(2'B.O.C.-INCLUDING MEDIANS) SY 289 $ 6.00 $ 1,734.00 B-N9 X 8"LIME STABILIZED SUBGRADE PREPARATION(2'B.O.C.) SY 107 $ 12.00 $ 1,284.00 B-N10 2 `8 6"CEMENT-TREATED TYPE A,GRADE 1-2,CRUSHED LIMESTONE BASE(2'B.O.C.) SY 110 $ 27.00 $ 2,970.00 B-N11 \/�� ONE COURSE SURFACE TREATMENT UNDERSEAL SY 2,692 $ 8.00 $ 21,536.00 B-N12 /\ 3"TYPED'HMAC SY 2,692 $ 37.00 $ 99,604.00 B-N13 ��6 12"CONCRETE MOW STRIP SF 154 $ 13.00 $ 2,002.00 21Sri8 B-N14 CONCRETE MEDIAN CAP SF 2,071 $ 11.00 $ 22,781.00 B-N15 2��9 TYPE PR11 PEDESTRIAN RAIL LF 128 $ 210.00 $ 26,880.00 B-N16 2 3 CONCRETE DRIVEWAY SF 2,078 $ 12.00 $ 24,936.00 B-N17 2 PAVEMENT MARKINGS (24" WIDE, YELLOW, TYPE C HEAT APPLIED, 125 MIL, PREFORMED LF 3 $ 23.00 $ 69.00 THERMOPLASTIC"GORE"MARKING LINES) B-N18 PAVEMENT MARKING, REFLECTORIZED THERMOPLASTIC,TYPE I, 90 MIL THICKNESS-YELLOW 6" LF 1,696 $ 1.00 $ 1,696.00 SOLID B-N19 2 1 PAVEMENT MARKING, REFLECTORIZED THERMOPLASTIC, TYPE I, 90 MIL THICKNESS - WHITE 6" LF 180 $ 1.00 $ 180.00 BROKEN B-N20 2 9 RAISED REFLECTIVE PAVEMENT MARKINGS(TY II-C-R)WHITE/RED EA 8 $ 7.00 $ 56.00 B-N21 7\ SELECT FILL EMBANKMENT CY 1,070 $ 12.00 $ 12,840.00 PART 2B-NEW ITEMS B-N22 0 5"TYPED'HMAC SY 2,692 $ 69.14 $ 186,124.88 B-N23 2 22 RAISED CONCRETE ISLAND SF 200 $ 17.81 $ 3,562.00 B-N24 2H63 2'CONCRETE FLUME FOR CI-42 EA 1 $ 3,051.41 $ 3,051.41 �� SUBTOTAL PART 2B-STREET IMPROVEMENTS $ 83,706.29 Part 2C-ADA IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART ,2C-ADDITIONS C-N1 2)�3 CONCRETE PEDESTRIAN SIDEWALK SF 943 $ 9.00 $ 8,487.00 SUBTOTAL PART 2C-ADA IMPROVEMENTS $ 8,487.00 Part 2D-DRAINAGE IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2D-DEDUCTIONS 2D47 STD.6"CURB LF -388 $ 8.00 $ (3,104.00) PART 2D-ADDITIONS D-N3 ` 4 18"CLASS III RCP LF 87 $ 115.00 $ 10,005.00 D-N4 2X4 PIPE TRENCH SAFETY LF 77 $ 3.00 $ 231.00 D-N5 ,` &CURB INLET EA 4 $ 6,500.00 $ 26,000.00 D-N6 2 INLET TRENCH SAFETY EA 4 $ 150.00 $ 600.00 PART 2D-NEW ITEMS D-N7 2D49 STD.6"CURB AND GUTTER LF 711 $ 28.85 $ 20,512.35 SUBTOTAL PART 2D-DRAINAGE IMPROVEMENTS $ 54,244.35 Part 20-GAS IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2G-DEDUCTIONS 2G5 GAS LINE TRENCH EXCAVATION,BEDDING&BACKFILL LF -14 $ 20.00 $ (280.00) 2G6 PIPE TRENCH SAFETY LF -14 $ 1.00 $ (14.00) SUBTOTAL PART 2G-GAS IMPROVEMENTS $ (294.00) Par[2H-I.T.INFRASTRUCTURE IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2H-ADDITIONS H-N1 2 2"BLANK I.T.CONDUIT LF 16 $ 17.00 $ 272.00 SUBTOTAL PART 2H-I.T.INFRASTRUCTURE IMPROVEMENTS $ 272.00 Part 2J-STREET LIGHTING IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2J-ADDITIONS J-N1 x CONDT(PVC)(SCH 40)(2") LF 15 $ 15.00 $ 225.00 SUBTOTAL PART 2J-STREET LIGHTING IMPROVEMENTS $ 225.00 OSO BRIDGE APPROACH REVISIONS TOTAL $ 154,429.64 21066 YORKTOWN-QUANTITY CORRECTIONS ITEM DESCRIPTION UNIT CITY UNIT PRICE AMOUNT Part 2A-GENERAL(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2A-ADDITIONS 2A2 BONDS&INSURANCE AL 1 $ 5,046.00 $ 5,046.00 SUBTOTAL PART 2A-GENERAL $ 5,046.00 Part 213-STREET IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 213-ADDITIONS 2131 MOBILIZATION(MAX.5%OF PART 1 B) LS 1 $ 24,030.00 $ 24,030.00 21332 1"TYPE'D'ASPHALTIC CONCRETE BOND BREAKER SY 4,369 $ 10.00 $ 43,690.00 21335 10"CONTINUOUSLY REINFORCED CONCRETE PAVEMENT(4,400 PSI)(B.O.C) SY 4,369 $ 100.00 $ 436,900.00 SUBTOTAL PART 213-STREET IMPROVEMENTS $ 504,620.00 QUANTITY CORRECTIONS TOTAL $ 509,666.00 21066 YORKTOWN-FRED'S FOLLY INTERSECTION ITEM DESCRIPTION UNIT CITY UNIT PRICE AMOUNT Part 2A-GENERAL(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) A-N4 BONDS&INSURANCE AL 1 $2367.00 $2,367.00 PART 2A-DEDUCTIONS 2A11 REVEGATAION(HYDROMULCH) SY -849 2.00 ($1,698.00) SUBTOTAL PART 2A-GENERAL $669.00 Part 28-STREET IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2B-ADDITIONS B-N25 x MOBILIZATION(MAX.5%OF PART 1 B) LS 1 $11837.00 $11,837.00 B-N26 New Item STREET EXCAVATION(2'B.O.C.-INCLUDING MEDIANS) SY 738 $15.74 $11,616.12 B-N27 New Item 8"LIME STABILIZED SUBGRADE PREPARATION(2'B.O.C.) SY 738 $29.68 $21,903.84 B-N28 New Item 6"CEMENT-TREATED TYPE A,GRADE 1-2,CRUSHED LIMESTONE BASE(2'B.O.C.) SY 738 $39.37 $29,055.06 B-N29 New Item 1"TYPE'D'ASPHALTIC CONCRETE BOND BREAKER SY 742 $19.68 $14,602.56 B-N30 2 10"CONTINUOUSLY REINFORCED CONCRETE PAVEMENT(4,400 PSI)(B.O.C) SY 742 $100.00 $74,200.00 B-N31 2 4 PAVEMENT MARKINGS (24" WIDE, WHITE, TYPE C HEAT APPLIED, 125 MIL, PREFORMED LF 12 $19.00 $228.00 THERMOPLASTIC"STOP BAR"MARKING LINES) B-N32 All 8 PAVEMENT MARKING, REFLECTORIZED THERMOPLASTIC, TYPE I, 90 MIL THICKNESS - WHITE 8" LF 339 $2.00 $678.00 SOLID B-N33 X2 PAVEMENT MARKING, REFLECTORIZED THERMOPLASTIC, TYPE I, 90 MIL THICKNESS - WHITE 6" LF 30 $1.00 $30.00 BROKEN(Loon Areas/Merge/Turn Lane Striping) B-N34 2 PREFABRICATED PAVEMENT MARKINGS TY.1(W)(Word)"Only"(100 mil) EA 2 $420.00 $840.00 B-N35 2 5 PREFABRICATED PAVEMENT MARKINGS TY.1(W)(Right Turn Arrow)(100 mil) EA 2 $330.00 $660.00 B-N36 2 RAISED REFLECTIVE PAVEMENT MARKINGS(TY II-C-R)WHITE/RED EA 17 $7.00 $119.00 B-N37-xi LANE CONTROL SIGN(INCL.METAL POLE&FOUNDATION) EA 1 $1,000.00 $1,000.00 SUBTOTAL PART 2B-STREET IMPROVEMENTS $166,769.58 Part 2C-ADA IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2C-DEDUCTIONS 2C3 CONCRETE PEDESTRIAN SIDEWALK SF -741 $9.00 ($6,669.00) PART 2C-ADDITIONS SIDEWALK RAMP SF 329 $27.00 $8,883.00 C-N2 2 C-N3 SIDEWALK RETAINING CURB LF 27 $16.00 $432.00 SUBTOTAL PART 2C-ADA IMPROVEMENTS $2,646.00 Part 2D-DRAINAGE IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2D-DEDUCTIONS 2D47 STD.6"CURB LF -18 $8.00 ($144.00) PART 2D-ADDITIONS D-N8 2 4 18"CLASS III RCP LF 12 $115.00 $1,380.00 D-N9 2 4 PIPE TRENCH SAFETY LF 12 $3.00 $36.00 D-N 10 New Item Remove and Reinstall Curb Inlet LS 1 $2340.00 $2340.00 SUBTOTAL PART 2D-DRAINAGE IMPROVEMENTS $3,612.00 Part 2E-WATER IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2E-DEDUCTIONS 2E21 12"x12"TAPPING SLEEVE&VALVE EA -1 $14,000.00 ($14,000.00) PART 2E-ADDITIONS E-N1 REMOVE EXISSTING 12"PVC WATERLINE LF 84 $45.00 $3,780.00 E-N2 x 12"C900 PVC WATERLINE LF 96 $170.00 $16,320.00 E-N3 2 PIPE TRENCH SAFETY LF 96 $5.00 $480.00 E-N4 (3 12"45'BEND EA 4 $1,260.00 $5,040.00 E-N5 2 5 12"GATE VALVE&BOX EA 2 $5,000.00 $10,000.00 E-N6 2X 12"CROSS EA 1 $1,700.00 $1,700.00 SUBTOTAL PART 2H-I.T.INFRASTRUCTURE IMPROVEMENTS $23,320.00 Part 21-TRAFFIC SIGNAL IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 21-DEDUCTIONS 212 DRILL SHAFT(TRF SIG POLE)(241N) LF -6 $174.00 ($1,044.00) 215 CONDT(PVC)(SCH 80)(2") LF -75 $29.00 ($2,175.00) 217 CONDT(PVC)(SCH 80)(4") LF -130 $39.00 ($5,070.00) 219 ELEC.CONDR.(NO.8)BARE LF -50 $3.00 ($150.00) 2127 TRF SIG CBL(TY A)(14 AWG)(5 CONDR) LF -475 $2.00 ($950.00) 2134 PED POLE ASSEMBLY LF -1 $1,400.00 ($1,400.00) PART 21-ADDITIONS I-N1 A DRILL SHAFT(TRF SIG POLE)(361N) LF 14 $380.00 $5,320.00 1-N2 CONDT(PVC)(SCH 80)(2")(BORE) LF 80 $37.00 $2,960.00 1-N3 CONDT(PVC)(SCH 80)(4")(BORE) LF 160 $66.00 $10,560.00 1-N4 x ELEC.CONDR.(NO.8)INSULATED LF 640 $3.00 $1,920.00 1-N5 TRAY CABLE(3 CONDR.)(12 AWG) LF 700 $3.00 $2,100.00 I-N 6 2 VEH SIG SEC(12")LED(GRN) LF 3 $400.00 $1,200.00 I-N7 2 VEH SIG SEC(12")LED(YEL) LF 3 $400.00 $1,200.00 I-NS VEH SIG SEC(12")LED(RED) LF 3 $400.00 $1,200.00 I-N9 X FED SIG SEC(LED)(COUNTDOWN) LF 2 $671.00 $1,342.00 -N10 x BACKPLATE W/REF BRDR(3 SEC) LF 3 $215.00 $645.00 -N11 2 TRF SIG CBL(TY A)(14 AWG)(4 CONDR) LF 155 $2.00 $310.00 -N12 2A TRF SIG CBL(TY A)(14 AWG)(16 CONDR) LF 265 $4.00 $1,060.00 -N13 2 INS TRF SIG PL AM(S)1 ARM(32')LUM&ILSN LF 1 $19,000.00 $19,000.00 -N14 2 FED DETECT PUSH BUTTON(APS) LF 2 $1,100.00 $2,200.00 -N15 x ILSN(LED)(8S) LF 1 $4,800.00 $4,800.00 -N16 x RADAR PRESENCE DETECTOR(WAVETRONIX) LF 1 $8,300.00 $8,300.00 SUBTOTAL PART 21-TRAFFIC SIGNAL IMPROVEMENTS $53,328.00 Part 2J-STREET LIGHTING IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) PART 2J-ADDITIONS J-N2 CONDT(PVC)(SCH 40)(2") LF 40 $15.00 $600.00 SUBTOTAL PART 2J-STREET LIGHTING IMPROVEMENTS $600.00 FRED'S FOLLY INTERSECTION TOTAL $ 250,944.58 SUMMARY PART2A - GENERAL $ 13,504.00 PART213 - STREET IMPROVEMENTS $ 755,095.87 PART2C - ADAIMPROVEMENTS $ 11,133.00 PART21) - DRAINAGE IMPROVEMENTS $ 57 856.35 PART2E - WATERIMPROVEMENTS $ 23,320.00 PART2G - GASIMPROVEMENTS $ 294.00 PART 2H - I.T.IMPROVEMENTS $ 272.00 PART 21 - TRAFFIC SIGNAL IMPROVEMENTS $ 53,328.00 PART 2J - STREET LIGHTING IMPROVEMENTS $ 825.00 TOTAL $ 915,040.22 N C ; 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