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Home My WebLink AboutC2015-060 - 4/14/2015 - Approved • City of Corpus Christi Capital Programs da Change Order CO""sChrst apital Programs CHANGE ORDER NO.: 14 CHANGE ORDER DATE: 12/17/2014 PROJECT: Bayfront Development Phase 3-Shoreline Blvd Realignment PROJECT NUMBER: 6511 CONTRACTOR: Bay,Ltd CONTRACT TIME: 400 CD ENGINEER: HDR Engineering Make the following additions,modifications or deletions to the work described in the Contract Documents: 1 Street Multiple Items(Line Items 1-8,10,13,17-18,and 25-35...See Attachments I and 2) 1 LS @$209,157.55 $209,157.55 2 Stormwater Multiple Items(Line Items 3, 7,14-16,19-20,23-24...See Attachment 1 and 2) I LS @$76,955,71 $76,955.71 3 Wastewater Multiple Items(Line Items 6 and 9...See Attachment 1 and 2) 1 LS @$42,511.40 $42,511.40 4 Water Multiple Items(Line Items 6, 11 and 12...See Attachment 1 and 2) 1 LS @$23,151.86 $23,151.86 Net Total of This Change Order S351,776.52 '' Why was this Change necessary: Change Order Line Items 1,3-5)See attachment 1 Change Order Line Item 2)See attachment 2 How can similar changes be avoided in the future? Change Order Line Items 1,3-5)See attachment 1 Change Order Line Item 2)See attachment 2 The compensation agreed upon in this Change Order is full,complete and final payment for all costs the Contractor may incur as a result of or relating to this change whether said costs are known,unknown,foreseen or unforseen at this time,including without limitation,any cost for delay,extended overhead,ripple or impact cosy or any other effect on changed or unchanged work as a result of this Change Order. Original Contract Amount $ 6,552,042.05 Previously Approved Change Order Amount $ 988,419.59 Proposed Change Order Amount $ 351,776.52-- Revised Revised Contract Amount $ 7,892,238.16//„. ‘01.‘Percent of Total Change Orders(including this CO) 20.45%. Previous Change Order Contract Time 165 CD Additional Time on This Change Order 77 CD - Revised Contract Time 242 CD I Recommended by Approved i [CONSULTING FIRM] [CONTRACT 1 • ByZ —/ S, SIS ' �.w � S By Date ii ' TM t .--5/7 CITY OF C s RPUS CHRISTI Recommended by��40 i . SLI, -// //t Approved or N Artcouicit..........4- Phi ip L,.fiehk,P.E. Date Recommended by: Valerie H.Gray,P.E. D :,;,i( Acting Construction Engineer Executive Director of Public Works SECAa Approved or 14/A Recommended by: Gustavo Gonzalez,P.E. Date ._LAssistant City Manager Recommended by: _ dal_ A,,41 At_74'i CITY OF CORPUS HRISTI ddie Houlihan DI Budget and Finance Approved • : f c � Recommended b Z a� S'2 Approved b A �`��`-o. a anet Kellogg / Date city Attorney D[rector of Capital Programs .btz e DEPARTMENT APPROVALS: joie ` a Aerating Department(Street) S209,157.55 ,A`��/ Operating Department(Stormwater) ,'P R A'-'�--�A A ___. REBECCA HUERTA :.,•�^'''` 4..0,, `gyp Ope -'i g Department(Wastewater) $42,511.40 CITY SECRETARY Operating DepartmentECEcr!iIE Wastewater Water 2015-060 4510-042 4093-041 MAY 01 2015 `` 4/14/15 550910 550910 Page 1 of4 M2015-034 170678014510EXP 59678014093EXP }' 50910 50910 Bay Ltd. BY: INDEXED Attachment 1 City of Corpus Christi Capital Programs Jr Change Order Corpus i pita Programs CHANGE ORDER NO.: 13 CHANGE ORDER DATE: 12/17/2014 PROJECT: Bayfront Development Phase 3-Shoreline Blvd Realignment PROJECT NUMBER: 6511 CONTRACTOR: Bay,Ltd CONTRACT TIME: 400 CD ENGINEER: HDR Engineering Make the following additions,modifications or deletions to the work described in the Contract Documents: 1 Street 1"Planning/Milling 691 SY @$3.98 SY $2,750.18 2 Street 1-1/2"Overlay Type D 691 SY @$13.75 SY $9,501.25 3 Various DEDUCT:Items revised from contract due to change Stormwater Dl i-Concrete Curb&Gutter 253 LF @$17.50 LF $4,427.50 Stormwater DEDUCT:D 1 1-Concrete Curb&Gutter(TY 2) 569 LF @$17.50 LF ($9,957.50) Street CO 3-2 Remove Curb&Gutter 110 LF @$16.45 IF $1,809.50 Street DEDUCT:B78-Concrete Median 88 SY @$52.00 SY ($4,576.00) Street DEDUCT:B80-Stamped Concrete 88 SY @$18.00 SY ($1,584.00) Street DEDUCT:HI-Street Excavation 761 SY @$34.00 SY ($25,874.00) Street DEDUCT:H2-Flex Base(Ty A,Grade 1) 761 SY @$12.75 SY ($9,702.75) Street DEDUCT:H3-Prime Coat 615 SY @$0.65 SY ($399.75) Street DEDUCT:H5-Geogrid Base Reinforcement(Ty 1) 761 SY @$3.30 SY ($2,511.30) Street DEDUCT:H10-Hot Mix Asphalt(Type D,SAC-B,PG 70-22,2"Lift) 615 SY @$21.00 SY ($12,915.00) Street DEDUCT:H9-Hot Mix Asphalt(Type B,PG 64-22,4"Lift) 615 SY @$12.00 SY ($7,380.00) 4 Street New Pay Items Street Re-Mobilization 1 LS @$3,500.00 LS $3,500.00 Street Traffic Signal Pole 24" 1 EA @$5,838.00 EA $5,838.00 Street Vivids Processor 1 EA @$2,950.00 EA $2,950.00 Street Vivids Camera Assembly 1 EA @$1,485.00 EA $1,485.00 Street Vivids Communication Cable 500 LF @$3.80 IF $1,900.00 Street Aluminum Signs TY A One Way 18 x 6 2 EA @$175.00 EA $350.00 Street Aluminum Signs TY A Street Sign 1 EA @$321.00 EA $321.00 Street Left Turn Yield on Green Ball Sign 2 EA @$250.00 EA $500.00 Street Install Hwy Traffic Signal Isolated 1 EA @$3,500.00 EA $3,500.00 Street Mark up and Bond 1 LS @$233.96 $3,285.56 5 Street Existing Pay Items Street B38-Drilled Shaft(Traffic Signal Poles,36"Dia) 13 LF @$300.00 LF $3,900.00 Street B41-Conduit(PVC,Sch 40,4") 60 LF @$14.50 LF $870.00 Street B45-Electrical Conductor(#8 Bare) 60 IF @$1.45 LF $87.00 Street B51-Install 12"Vehicle Signal Section w/Backplate 2 EA @$460.00 EA $920.00 Street B53-Traffic Signal Cable(Ty A,14 AWG,5 Cond) 80 IF @$2.20 LF $176.00 Street B54-Traffic Signal Cable(Ty A,14 AWG,16 Cond) 200 LF @$3.40 LF $680.00 Street B72-LED Traffic Signal Module-VEH SEC(12")LED(GRN) 2 EA @$170.00 EA $340.00 Street B73-LED Traffic Signal Module-VEH SEC(12")LED(YEL) 2 EA @$170.00 EA $340.00 Street B74-LED Traffic Signal Module-VEH SEC(12")LED(RED) 2 EA @$150.00 EA $300.00 6 Street Overrun Line Items Street K3:4"Fiber Optic Conduit 120 IF @$24.00 IF $2,880.00 Street H4:2"Mill and Overlay at Furman Street 811 SY @$3.50 SY $2,838.50 Street H11:Art Center 4"Sewer Redesign(See Sam Email 8/11) 811 SY @$12.00 SY $9,732.00 Street CO 3-2 Remove Curb&Gutter 670 LF @$16.45 LF $11,021.50 Street Hot Mix Between Curb and Sawcut Line 177.5 SY @$23.16 SY $4,110.90 Street Base Under Curb(See Email SS to JW 6/5) 1,039.33 SY @$18.44 SY $19,165.25 Street C11:Concrete Sidewalk Curb(6'Wide) 269 LF @$35.00 IF $9,415.00 Street Additional Cost to Construct Sidewalk Curb at IBC Bank 269 IF @$11.38 LF $3,061.22 Street A10:Erosion Control Logs 140 LF @$13.00 LF $1,820.00 Street B45:Electrical Conductor(#8 Bare)-Coopers Alley 1,096 LF @$1.45 IF $1,589.20 Street B47:Tray Cable(3 Cons,12 AWG)Coopers Alley 1,697 IF @$1.80 IF $3,054.60 Attachment 1 Page 2 of 4 CHANGE ORDER NO.: 13 CHANGE ORDER DATE: 12/17/2014 PROJECT: Bayfront Development Phase 3-Shoreline Blvd Realignment PROJECT NUMBER: 6511 CONTRACTOR: Bay,Ltd CONTRACT TIME: 400 CD ENGINEER: HDR Engineering Continued from Page 2 Street B39:Conduit(PVC,SCH 40,2") 60 LF @$12.00 LF $720.00 Street B39:Conduit(PVC,SCH 40,2")AEP Manhole Coopers Alley/Kinney Street 250 LF @$12.00 LF $3,000.00 Street B44:Electrical Conductor(#6 Insulated)AEP Manhole Coopers Alley/Kinney Street 800 LF @$2.40 LF $1,920.00 Street B39:Conduit(PVC,SCH 40,2")Ovemm 5 LF @$12.00 LF $60.00 Street B46:Electrical Conductor(#8 Insulated) 400 LF @$1.55 LF $620.00 Street B39:Conduit(PVC,SCH 40,2")ATS 1257 Coopers Alley/Shoreline Signal 160 LF @$12.00 LF $1,920.00 Street B54:Traffic Signal Cable(TY A,14 AWG,16 Conductor ATS) 408 LF @$3.40 LF $1,387.20 Street B48:Ground Box TY D with Apron 1 EA @$960.00 EA $960.00 Street C6:Concrete Sidewalk(5'Wide)-Art Center 65.70 SY @$47.00 SY $3,087.90 Street Cl is Concrete Sidewalk Curb(6'Wide)-Art Center 1,080.60 LF @$35.00 LF $37,821.00 Street B4:Concrete Driveway(TY C)(6"Thick"-Art Center 237.2 SY @$56.00 SY $13,283.20 Wastewater Overrun Line Items Wastewater F6:Overrun Sanitary Sewer 8"SDR 26 14 LF @$200.00 LF $2,800.00 Wastewater F8:Trench Saafety 14 LF @$5.10 LF $71.40 Wastewater F9:Sanitary Sewer FM(PVC)(SDR-35)(4") 6 LF @$140.00 LF $840.00 Wastewater F4:Remove 4"Sewer Manhole 2 EA @$3,900.00 EA $7,800.00 Stormwater Overrun Line Items Stormwater D11-Concrete Curb&Gutter 670 LF @$17.50 LF $11,725.00 Stormwater D13:Trench Safety2 EA @$510.00 EA $1,020.00 Water Overrun Line Items Water E16:Furnish and Install Fire Hydrant 1 EA @$4,800.00 EA $4,800.00 Water E20:Trench Safety for Exvacation(Water Line) 62 LF @$2.90 LF $179.80 Water E15:Remove Existing Fire Hydrant Assembly 1 EA @$950.00 EA $950.00 8 Street DEDUCT:Ll-Filabusta Palm,Washington Filifera x Robusta 108 EA @$1,800.00 EA ($194,400.00) 9 Wastewater 4"Sewer Service(Concrete Encased) 1 LS @$31,000.00 LS $31,000.00 10 Street Traffic Signal Controller Unit 2 EA @$1,532.02 EA $3,064.04 11 Water New Misc Utilities Items Water 6"DI Sleeve 1 EA @$380.00 EA $380.00 Water 8"DI 45 Deg Bends 2 EA @$400.00 EA $800.00 Water 8"DI Sleeve 1 EA @$425.00 EA $425.00 Water 8"DI 45 Deg Bends 3 EA @$400.00 EA $1,200.00 Water 6"DI 45 Deg Bends 2 EA @$375.00 EA $750.00 Water 6"DI Pipe 62 LF @$32.65 LF $2,024.30 Water 6"DI 45 Deg Bends 2 EA @$350.00 EA $700.00 Water Mark up and Bond 1 LS @$1,044.11 LS $1,044.11 12 Water Hanson Miscellaneous Water Materials 1 LS @$9,898.65 LS $9,898.65 13 Street Eliminate Striping(North End) Street Eliminate Pavement MRK&MRKS(4") 570 LF @$0.95 LF $541.50 Street Eliminate Pavement MRK&MRKS(8") 70 LF @$1.90 LF $133.00 Street Eliminate Pavement MRK&MRKS(24") 161 LF @$5.00 LF $805.00 Street Eliminate Pavement MRK&MRKS(ARROW") 5 EA @$45.00 EA $225.00 Street Eliminate Pavement MRK&MRKS(WORD") 3 EA @$45.00 EA $135.00 14 Stormwater Demo Existing Curb/Sidewalk/Wall 1 LS @$1,607.90 $1,607.90 15 Stormwater Replace Concrete Curb 1 LS @$772.17 $772.17 16 Stormwater Replace Concrete Sidewalk 3.6 SY @$641.69 $2,310.08 17 Street Demolition for Ramp 35 SY @$129.90 $4,546.50 18 Street Area Grading to Match Sidewalk 6 CY @$254.90 $1,529.40 19 Stormwater Sod and Water 18 CY @$77.36 $1,392.48 20 Stormwater Concrete Header Curb 58 LF @$45.25 $2,624.50 21 Stormwater Concrete Sidewalk 25.5 SY @$177.80 $4,533.90 CHANGE ORDER NO.: 13 CHANGE ORDER DATE: 12/17/2014 Attachment 1 Page 3 of 4 PROJECT: Bayfront Development Phase 3-Shoreline Blvd Realignment PROJECT NUMBER: 6511 CONTRACTOR: Bay,Ltd CONTRACT TIME: 400 CD ENGINEER: HDR Engineering Continued from Page 3 22 Stormwater Additional dewatering on Stormwater Manhole 1 LS @$56,217.44 LS $56,217.44 23 Stormwater Washed aggregate concrete 1 LS @$282.24 LS $282.24 24 Street Additional Traffic Control 15 days @$1,980.65 day $29,709.75 25 Street Overrun Line Items Street CO 3-2:Remove Curb and Gutter 120 LF @$16.45 LF $1,974.00 Street Cl 1:Concrete Sidewalk Curb(6"Wide) 140 LF @$35.00 LF $4,900.00 Street D11:Concrete Curb and Gutter(TY 2) 240 LF @$17.50 LF $4,200.00 Street CO 9-1:Additional Hot Mix Between Curb and Sawcut Line 14 SY @$23.16 SY $324.24 Street B4:Concrete Driveway(TY C)(6"Thick) 372 SY @$56.00 SY $20,832.00 26 Street Install Topsoil and Sodding 4,600 SY @$14.79 SY $68,034.00 27 Street Furnish and Install Bollards 52 EA @$933.20 EA $48,526.40 28 Street Furnish and Install Gate 4 EA @$1,721.92 $6,887.68 29 Street Additional Materials Cost Allowance for Bollards and Gates 1 LS @$10,000.00 EA $10,000.00 30 Street Additional ADA Ramps at John Sartain and Art Center 2 EA @$13,000.00 $26,000.00 31 Street Additional Art Center and Misc.Improvements Allowance 2 EA @$14,627.15 $29,254.30 32 Street Additional Allowance Traffic Signs and Markings 1 LS @$25,000.00 LS $7,500.00 33 Street PENDING ITEM:Green Bicycle Panel 16 EA @$1,200.00 $19,200.00 34 Street Parking Lot HMA Fill and Curb Modification at the Art Center Parking Lot N/S 1 LS @$3,486.88 $3,486.88 35 Street L2:Mexican Feather Grass 100 EA @$11.75 EA $1,175.00 36 Street DEDUCT:H1:Street Excavation 95.71 SY @$34.00 SY (S3.254.31) Net Total of This Change Order S351.776.52 Why was this Change necessary: 1-5)The revision at Lawrence&Williams will accommodate the traveling public better than original design 6-11)Some of the overruns 6-11)Overruns(Hanson MOH)was due to the major outfall check valves no sealing property preventing a dry work area for the Contractor to tie into.Some of the items(Base Under Curb)were overrun due to the unforseen soil instability.The Fire Hydrant was requested by the City.The remainder of the utility items were overrun due to unforseen utility conflicts and/or services 12)Materials deleted per plan revisions 13)Milling pattern revisions were required to accommodate exact field conditions resulting in eradication of some striping 14-20)Wall added during construction by Engineer included drainage features which uncovered soil erosion issues.Modification was required to mitigate the soil characteristics 21)See Attachment 2 22-23)Items were needed to match the existing fmish of the sidewalk 24)Additional Traffic Control for daily closure on 25)Overruns are required to add Parking Lot entrances to existing lots 26)Topsoil and sodding is required in areas where parking access 27-29)Bollards and Gates are to restrict access to abandoned portion of Shoreline 30-31)Additional ADA ramps were required but were 32)Additional Signage/Markings are required to assure public safety 33)Added to accommodate Bike Route Requirements 34)Modification required to provide drainage after wall installation 35)Additional grass was requested to fill area near new northbound Shoreline transition area 36)Deduct of quantities that were not needed for the project How can similar changes be avoided in the future? 1-5)Better reiew of existing conditions and coordination during the design process 6-11)A combination of improved record drawing tracking and development combined with good recordkeeping processes would help alleviate these conflicts.Additional S.U.E.research and location services could minimize these conflicts. 12-20)When widening an urban pavement section that does not contain drainage structures,consider expanding the scope of work to add drainage features 21)Staff should instruct contractor to demobilize completely in lieu of having equipment on site not being utilized 22-36)Better coordination between design team,City Staff and existing conditions at the site Attachment 1 Page 4 of 4 Attachment 2 CHANGE ORDER Sheet 1 of5 PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.Q. BOX 9908 HIGHWAY: CORPUS CHRISTI,TX. 78469 COUNTY: NUECES DATE: 10/29/2014 CODE: EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT 1"PLANING SY 691 EQUIPMENT BROOM HRS 5.0 26.50 132.50 CAT BACKHOE HRS 2.5 38.98 97.45 LABOR UTILITY LABORER(4) HRS 10.0 11.50 115.00 OPERATOR HRS 7.5 14.00 105.00 MATERIAL/SUB MILLING SUB SY 691 2.25 1,554.75 BAY TRUCKING TON 38 6.85 260.30 SUBTOTAL 229.95 220.00 1,815.05 DAYS REQUESTED 1 EQUIPMENT 229.95 LABOR 220.00 MATERIAL/SUB 1,815.05 P.T. & I. 121.00 MARK-UP 339.75 BOND 27.26 TOTAL CHANGE ORDER 2,753.01 UNIT PRICE 3.98 Attachment 2 CHANGE ORDER Sheet 2 of 5 PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI.TX. 78469 COUNTY: NUECES DATE: 10/29/2014 CODE: EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT 1.5"OVERLAY TY D SY 691 EQUIPMENT BROOM HRS 2.4 38 98 93.55 DISTRIBUTOR HRS 2.4 67.67 162.41 PAVER HRS 2.4 207.53 498.07 WINDRPOW ELEVATOR HRS 2.4 83.83 201.19 WATER TRUCK HRS 2.4 34.30 82.32 FLATWHEEL HRS 4.8 59.36 284.93 PNEUMATIC HRS 2.4 46.42 111.41 PICKUP HRS 7.2 17.42 125.42 CAT BACKHOE HRS 2.4 38.98 93.55 LABOR LAYDOWN SUPER HRS 2.4 32.00 76.80 LAYDOWN PLANT MGR HRS 1 36.00 36.00 SCREED MAN HRS 4.8 15.25 73.20 LABORER(HOTMIX)(7) HRS 16.8 12.00 201.60 OPERATOR(DISTRIBUTOR) HRS 2.4 18.00 43.20 OPERATOR(HOTMIX) HRS 12 13.50 162.00 OPERATOR(PAVER) HRS 2.4 15.00 36.00 RAKEMAN HRS 4.8 16.25 78.00 MATERIAL/SUB TY D HOTMIX(DELIV) TON 60 91.35 5,481.00 SUBTOTAL 1,652 86 706.80 5,481.00 DAYS REQUESTED 1 EQUIPMENT 1,652.86 LABOR 706.80 MATERIAL/SUB 5,481.00 P.T. & I. 388.74 MARK-UP 1,176.10 BOND 94.05 TOTAL CHANGE ORDER 9,499.55 UNIT PRICE 13.75 Attachment 2 CHANGE ORDER Sheet 3 of'5 PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE 10/29/2014 CODE. EXISTING ITEM EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT WILLIAMS STREET CHANGE LS 1 PREVIOUSLY ESTABLISHED BID ITEMS - D-11: CONCRETE CURB AND GUTTER(TY2) LF 253.00 17.50 4,427.50 CO 3.2: REMOVE CURB AND GUTTER LF 110.00 16 45 1.809.50 SY (88.00) 52.00 (4,576.00) B-78 CONCRETE MEDIAN B-80' STAMPED CONCRETE SY (88.00) 18.00 (1,584.00) D-11: CONCRETE CURB AND GUTTER(TY2) LF (569.00) 17.50 (61.957.50) H-L STREET EXCAVATION SY (761 00) 34.00 (25.874,00) H-2: FLEXIBLE BASE(COMPLETE-IN-PLACE TYPE A.GRADE i, SY (761 00) 12.75 (9,702 75) H-3: PRIME COAT(SS-1) SY (815.60) 0.65 (390.75) H-5: GEOGRID BASE REINFORCEMENT(TY I) SY (761 00) 3.30 (2,511.30) H-9: HOT•MIX ASPHALT(TYPE B.PG 64.22.4'LIFT) SY (6)5.00) 21 00 (12.915.00) H-10: HOT-MIX ASPHALT(TYPE D,SAC-B.PG 70- 22.2"LIFT) SY (615 00) 12.00 (7,380.00) SUBTOTAL - - (68.663.30) DAYS REQUESTED - EXISTING OVER/UNDER-RUN ITEMS (68,663 30) TOTAL CHANGE ORDER (68,663.30) UNIT PRICE (68,663.30) Attachment 2 CHANGE ORDER REVISED Sheet 4 of 5 PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI, TX. 78469 COUNTY: NUECES DATE: 12/8/2014 CODE: EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT NEW PAY ITEMS LS 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NEW PAY ITEMS RE-MOBILIZATION LS 1 3.500.00 3,500.00 TRAFFIC SIGNAL POLE 24' EA 1 5,838.00 5.838.00 VIVIDS PROCESSOR EA I 2,950.00 2.950.00 VIVIDS CAMERA ASSEMBLY EA 1 1.485.00 1,485.00 VIVIDS COMMUNICATION CABLE LF 500 3.80 1.900.00 ALUMIN SIGNS TY A ONE WAY 18 X 6 EA 2 175.00 350.00 ALUMIN SIGNS TY A STREET SIGN EA 1 321.00 321 00 LEFT TURN YIELD ON GREEN BALL SIGN EA 2 250.00 500.00 INSTALL HWY TRAFFIC SIGNAL ISOLATED EA 1 3.503.00 3,500.00 SUBTOTAL - - 20,344.00 DAYS REQUESTED EQUIPMENT - LABOR - MATERIAL/SUB 20,344.00 P.T. & I. - MARK-UP 3,051.60 BOND 233.96 TOTAL CHANGE ORDER 23,629.56 UNIT PRICE 23,629.56 Attachment 2 CHANGE ORDER REVISED Sheet 5of5 PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY. CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 12/8/2014 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT EXISTING PAY ITEMS LS 1 EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LABOR 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAL/SUB 8-38 DRILLED SHAFT(TRAFFIC SIGNAL POLES,30-INCH DIAME IF 13 00 300 00 3.900 00 8-41:CONDUIT(PVC,SCHEDULE 40,4') IF 50 00 14.50 870 00 8-45: ELECTRICAL CONDUCTOR(18 BARE) LT 60 00 1 45 8700 8-51. INSTALL 12 INCH VEHICLE SIGNAL SECTION WITH BACK P EA 2 00 460.00 920 00 B-53'TRAFFIC SIGNAL CABLE(TYPE A,14 AWG,5 CONDUCTORS IF 80 00 2.20 176 00 8-54:TRAFFIC SIGNAL CABLE(TYPE A,14 AWG,16 CONDUCTOR LF 200.00 3 40 65000 8-72:LED TRAFFIC SIGNAL MODULE-VEH SEC(12 IN)LED(GRN EA 200 17000 34000 843:LED TRAFFIC SIGNAL MODULE-V£H SEC(12 IN)LEO(TEL EA 200 170.00 340.00 B-74.LED TRAFFIC SIGNAL MODULE-VEH SEC(12 IN)LED(RED EA 2.00 15000 300 00 SUBTOTAL - 7,613 00 DAYS REQUESTED EQUIPMENT - LABOR - MATERIAL/SUB 7,613.00 P.T.&I. - MARK-UP BOND TOTAL CHANGE ORDER 7,613.00 UNIT PRICE 7,613.00 Attachment 2 CHANGE ORDER 'REVISED(12-12.14)• PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 8/2612014 CODE: OVERRUNS ITEM UNIT QUANTITY UNIT QUANTITY RATE AMOUNT OVERRUN ITEMS LS 1 LS 1 OVERRUNS Li.) 5: (E16) FURN AND INST FIRE HYD STA 3+45(W1)(ADD) EA 1.00 4,800.00 4,800.00' v.509: (F6) OVERRUN SAN SEWR 8"SDR 26 CMPL(ADD)SEE F6 LF 14.00 200.00 2,800.00 i W9: (F8) TRENCH SAFETY FOR EXCAV(WW,5-10')(ADD)SEE F8 LF 14.00 5.10 71.40 ("JP 9: (F9) SANITARY SEWER FM(PVC)(SDR-35)(4")(ADD)SEE F9 LF 6.00 140.00 840.00' tP 10: (F4) REMOVE 4'SEWER MANHOLE(ADD)SEE F4 EA 2.00 3,900.00 7,800.00' u-) 11: (E20) TRENCH SAFETY FOR EXCAV(WATER LINE)(ADD) LF 62.00 2.90 179.80' S+( 13: (K3)4"FIBER OPTIC CONDUIT OVERRUN LF 120.00 24.00 2,880.00' '(18: (H4)2 IN MILL AND OVERLAY AT FURMAN STREET SY 811.00 3.50 2,838.50.' 50 18: (H11)ART CENTER 4IN SEWER REDESIGN SEE SAM 8/11 EMAIL SY 811.00 12.00 9,732.00"' (C0.3.2)(NEW)REM ADDTL C&G(ADD) LF 670.00 16.45 11,021.50✓ (D-11)CONCRETE CURB AND GUTTER(TY2) LF 670.00 17.50 11,725.00,, CI{( HOT MIX BETWEEN CURB AND SAWCUT LINE 025002 SY 177.50 23.16 4,110.90 CO BASE UNDER CURB SEE 6/5 SS TO JW EMAIL ADD 74.5 MORE SY SY 1,039.33 18.44 19,165.25' St( (C-11)CONCRETE SIDEWALK CURB(6'WIDE) LF 269.00 35.00 9,415.00' '( ADDITIONAL COST TO CONSTRUCT SIDEWALK CURB AT IBC BANK LF 269.00 11.38 3,061.22' Set( (A.10)EROSION CONTROL LOGS LF 140.00 13.00 1,820.00 VI' (B-45)ELECTRICAL CONDUCTOR(#8 BARE)-COOPERS ALLEY LF 1,096.00 1.45 1,589.20 S (B-47)TRAY CABLE(3 CONDUCTORS,12 AWG)COOPERS ALLEY LF 1,697.00 1.80 3,054.60' ¶k) (D13) TRENCH SAFETY FOR DRNG(MH @ STA 3+13&42+84) EA 2.00 510.00 1,020,00'' S{{ (B39)CONDUIT(PVC,SCHEDULE 40,2") LF 60.00 12.00 720.00+ c^( (839)CONDUIT(PVC,SCH 40,2") AEP MANHOLE COOPERS ALLEY/KINNEY LF 250.00 12.00 3,000.00.' cir(B44) 'ELECT CONDUCTOR(#6 INSULATED)--AEP MANHOLE COOPERS ALLEY/KINNEY LF 800.00 2.40 1,920.00' Sly(B39)CONDUIT(PVC,SCHEDULE 40,2") OVERRUN PLAN NEEDS CO LF 5.00 12.00 60.001 `Irk((B46)ELECTRICAL CONDUCTOR(#8 INSULATED)ATS 1257 DATED 08/10/14 LF 400.00 1.55 620.00' cikf (B39)CONDUIT(PVC.SCHEDULE 40,2")ATS 1257 COOPERS ALLEY/SHORELINE SIGNAL LF 160.00 12.00 1,920.00" ${1f (B54)TRAFFIC SIGNAL CABLE(TYPE A, 14 AWG,16 CONDUCTOR ATS 1257S LF 408.00 3.40 1,387.20. `-2,40 (B48)GROUND BOX TY D WITH APRON-ATS 1257 CITY REQ ED DUNBAR PRESENT EA 1.00 960.00 960.00" 50t( C-6: CONCRETE SIDEWALK(5'WIDE)-AT ART CENTER SY 65.70 47.00 3,087.90 C1 t (C11)CONC SIDEWALK CURB 6"WIDE-AT ART CENTER LF 1,080.60 35.00 37,821.00.' V.) E-15: REMOVE EXISTING FIRE HYD ASSY STA42+30 RT NOT INC IN CONT WY EA 1.00 950.00 950.00 b" B-4: CONCRETE DRIVEWAY(TYPE C)(6"THICK)-AT ART CENTER SY 237,20 56.00 13,283.20 SUBTOTAL 163,653.67 DAYS REQUESTED 50 �* ,§ (5'514U:1.41 2J.5,4U:1. 1 . SAI EXISTING OVERRUN ITEMS 163,653.67 6 1 t l iLk° 0 a1-145,00 TOTAL CHANGE ORDER 163,653.67 `n 161' v UNIT PRICE 163,653.67 ,, Attachment 2 Revised CHANGE ORDER PROJECT: SHORELINE BLVD. REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 7/29/2014 CODE: EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT 4"Sewer Services(Cont Encased) LS 1 EQUIPMENT LABOR MATERIAUSUB PIPE SUB —(Price Settlement) LS 1.00 31,000.00 31,000.00 SUBTOTAL - - 31,000.00 DAYS REQUESTED 20 EQUIPMENT - LABOR - MATERIAL/SUB 31,000.00 P.T.&I. - MARK-UP - BOND - TOTAL CHANGE ORDER 31,000.00 UNIT PRICE 31,000.00 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 1/28/2014 CODE:B-36 EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT TRAFFIC SIGNAL CONTROLLER UNIT EA 2.00 EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LABOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAL/SUB TRAFFIC SIGNAL CONTROLLER UNIT EA (2.00) 3556,00 (7,112.00) TRAFFIC SIGNAL CONTROLLER UNIT EA 2.00 4875.00 9,750.00 SUBTOTAL - 2,638.00 DAYS REQUESTED EQUIPMENT - LABOR MATERIAUSUB 2,638.00 P.T.&I. - MARK-UP 395.70 BOND 30.34 TOTAL CHANGE ORDER 3,064,04 UNIT PRICE 1,532.02 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 8/26/2014 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT MISC UTILITY ITEMS LS 1 EQUIPMENT LABOR MATERIAL/SUB 3: (NEW)6"D.I.SLEEVE(ADD) EA 1 380.00 380.00 4: (NEW)8"DA.45DEG BENDS(ADD) EA 2 400.00 800.00 4: (NEW)8"D.I.SLEEVE(ADD) EA 1 425.00 425.00 8: (NEW)8"DA.45DEG BENDS(ADD) EA 3 400.00 1,200.00 8: (NEW)6'D.I.45DEG BENDS(ADD) EA 2 375.00 750.00 11: (NEW)6"D.I.PIPE(ADD) LF 62 32.65 2,024 30 12: (NEW)6"0.1.45DEG BENDS(ADD) EA 2 350.00 700.00 SUBTOTAL - - 6,279.30 DAYS REQUESTED 5 EQUIPMENT - LABOR - MATERIAUSUB 6,279.30 P.T.&I. - MARK-UP 941.90 BOND 72.21 TOTAL CHANGE ORDER 7,293.41 UNIT PRICE 7,293.41 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 11/7/2014 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT HANSON MOH LS 1 EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LABOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAUSUB 0.00 HANSON MOH DELETED BY PLAN REVISIONS LS 1 9,898.65 9898.65 AFTER PURCHASES DELIVERED 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL - - 9,898.65 DAYS REQUESTED EQUIPMENT - LABOR - MATERIAUSUB 9,898.65 P.T.&I. - MARK-UP - BOND - TOTAL CHANGE ORDER 9,898.65 UNIT PRICE 9,898.65 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/19/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT Eliminate Striping(North End) LS 1 EQUIPMENT HRS LABOR HRS MATERIAUSUB ELIM EXT PAV MRK&MRKS(4") LF 570 0.95 541.50 ELIM EXT PAV MRK&MRKS(8") LF 70 1.90 133.00 ELIM EXT PAV MRK&MRKS(24") LF 161 5.00 805.00 ELIM EXT PAV MRK&MRKS(ARROW) EA 5 45.00 225.00 ELIM EXT PAV MRK&MRKS(WORD) EA 3 45.00 135.00 SUBTOTAL - - 1,839.50 DAYS REQUESTED EQUIPMENT - LABOR MATERIAUSUB 1,839.50 P.T.&I. - MARK-UP 275.93 BOND 21.15 TOTAL CHANGE ORDER 2,136.58 UNIT PRICE 2,136.58 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT DEMO EXISTING CURB/SWK/WALL LS 1 EQUIPMENT DUMP TRUCK W/RCK TRAILER HRS 5 93.80 469.00 CAT BACK HOE HRS 5 38.98 194.90 LABOR LABORER(UTILITY)(2) HRS 10 11.50 115.00 OPERATOR HRS 5 14.00 70.00 TRUCK DRIVER HRS 5 16.50 82.50 MATERIAUSUB DUMP FEE LS 1 25.00 25.00 SAWCUTTING SUB LS 1 300.00 300.00 SUBTOTAL 663.90 267.50 325.00 DAYS REQUESTED EQUIPMENT 663.90 LABOR 267.50 MATERIAUSUB 325.00 P.T.&I. 147.13 MARK-UP 188.46 BOND 15.92 TOTAL CHANGE ORDER 1,607.90 UNIT PRICE 1,607.90 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI,TX. 78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT REPLACE CONCRETE CURB LS 1 EQUIPMENT CONC EQUIPMENT HRS 3.5 5.00 17.50 PICKUP HRS 3.5 17.42 60.97 CAT BACKHOE HRS 3.5 38.98 136.43 LABOR CARPENTER HRS 3.5 15.00 52.50 CONC FINISHER HRS 3.5 14.00 49.00 CONC FOREMAN HRS 3.5 20.00 70.00 LABORER(UTILITY)(2) HRS 7 11.50 80.50 MATERIAUSUB CLASS A CONC(3000 PSI) CY 0.26 88.00 22.88 REBAR LBS 10 0.45 4.50 MISC ITEMS LS 1 50.00 50.00 SUBTOTAL 214.90 252.00 77.38 DAYS REQUESTED EQUIPMENT 214.90 LABOR 252.00 MATERIAUSUB 77.38 P.T.&I. 138.60 MARK-UP 81.64 BOND 7.65 TOTAL CHANGE ORDER 772.17 UNIT PRICE 772.17 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT REPLACE CONCRETE SIDEWALK SY 3.6 EQUIPMENT CONC EQUIPMENT HRS 10 5.00 50.00 PICKUP HRS 10 17.42 174.20 CAT BACKHOE HRS 10 38.98 389.80 LABOR CARPENTER HRS 10 15.00 150.00 CONC FINISHER HRS 10 14.00 140.00 CONC FOREMAN HRS 10 20.00 200.00 LABORER(UTILITY)(2) HRS 20 11.50 230.00 OPERATOR HRS 10 14.00 140.00 MATERIAUSUB CLASS A CONC(3000 PSI) CY 0.43 88.00 37.84 REBAR LBS 35 0.45 15.75 MISC ITEMS LS 1 50.00 50.00 SUBTOTAL 614.00 860.00 103.59 DAYS REQUESTED EQUIPMENT 614.00 LABOR 860.00 MATERIAUSUB 103.59 P.T.&I. 473.00 MARK-UP 236.64 BOND 22.87 TOTAL CHANGE ORDER 2,310.10 UNIT PRICE 641.69 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT DEMOLITION FOR RAMP SY 35 EQUIPMENT DUMP TRUCK W/RCK TRAILER HRS 15 85.56 1,283.40 CAT BACKHOE HRS 15 38.98 584.70 LABOR LABORER(UTILITY)(4) HRS 60 11.50 690.00 OPERATOR HRS 15 14.00 210.00 TRUCK DRIVER HRS 15 16.50 247.50 MATERIAUSUB DUMP FEE LS 1 50.00 50.00 SAWCUTTING SUB LS 1 300.00 300.00 SUBTOTAL 1,868.10 1,147.50 350.00 DAYS REQUESTED EQUIPMENT 1,868.10 LABOR 1,147.50 MATERIAUSUB 350.00 P.T.&I. 631.13 MARK-UP 504.84 BOND 45.02 TOTAL CHANGE ORDER 4,546.58 UNIT PRICE 129.90 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT AREA GRADING TO MATCH SWK CY 6 EQUIPMENT WACKER TAMPER HRS 10 4.00 40.00 CAT BACKHOE HRS 10 38.98 389.80 LABOR LABORER(UTILITY)(4) HRS 40 11.50 460.00 OPERATOR HRS 10 14.00 140.00 MATERIAUSUB SUBTOTAL 429.80 600.00 DAYS REQUESTED EQUIPMENT 429.80 LABOR 600.00 MATERIAUSUB - P.T.&I. 330.00 MARK-UP 154.47 BOND 15.14 TOTAL CHANGE ORDER 1,529.41 UNIT PRICE 254.90 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX. 78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT SOD AND WATER SY 18 EQUIPMENT WATER TRUCK HRS 20 32.05 641.00 LABOR OPERATOR HRS 20 14.00 280.00 MATERIAUSUB SEEDING SUB SY 18 8.00 144.00 SUBTOTAL 641.00 280.00 144.00 DAYS REQUESTED EQUIPMENT 641.00 LABOR 280.00 MATERIAUSUB 144.00 P.T.&I. 154.00 MARK-UP 159.75 BOND 13.79 TOTAL CHANGE ORDER 1,392.54 UNIT PRICE 77.36 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD. REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT CONC HEADER CURB LF 58 EQUIPMENT CONC EQUIPMENT HRS 10 5.00 50.00 PICKUP HRS 10 17.42 174.20 CAT BACKHOE HRS 10 38.98 389.80 LABOR CARPENTER HRS 10 15.00 150.00 CONC FINISHER HRS 10 14.00 140.00 CONC FOREMAN HRS 10 20.00 200.00 LABORER(UTILITY)(3) HRS 30 11.50 345.00 OPERATOR HRS 10 14.00 140.00 MATERIAUSUB CLASS A CONC(3000 PSI) CY 1.5 88.00 132.00 REBAR LBS 50 0.45 22.50 MISC ITEMS LS 1 50.00 50.00 SUBTOTAL 614.00 975.00 204.50 DAYS REQUESTED EQUIPMENT 614.00 LABOR 975.00 MATERIAUSUB 204.50 P.T.&I. 536.25 MARK-UP 269.03 BOND 25.99 TOTAL CHANGE ORDER 2,624.76 UNIT PRICE 45.25 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD. REALIGNMENT BAY, LTD. CONTROL: PROJECT NO.6511 P.O. BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/13/2015 CODE: EQUIPMENT LABOR MATRL/SUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT CONCRETE SIDEWALK SY 25.5 EQUIPMENT CONC EQUIPMENT HRS 15 5.00 75.00 PICKUP HRS 15 17.42 261.30 CAT BACKHOE HRS 15 38.98 584.70 LABOR CARPENTER HRS 15 15.00 225.00 CONC FINISHER HRS 15 14.00 210.00 CONC FOREMAN HRS 15 20.00 300.00 LABORER(UTILITY)(3) HRS 60 11.50 690.00 OPERATOR HRS 15 14.00 210.00 MATERIAUSUB CLASS A CONC(3000 PSI) CY 3.5 88.00 308.00 REBAR LBS 350 0.45 157.50 MISC ITEMS LS 1 100.00 100.00 SUBTOTAL 921.00 1,635.00 565.50 DAYS REQUESTED EQUIPMENT 921.00 LABOR 1,635.00 MATERIAUSUB 565.50 P.T.&I. 899.25 MARK-UP 468.23 BOND 44.89 TOTAL CHANGE ORDER 4,533.86 UNIT PRICE 177.80 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX 78469 COUNTY: NUECES DATE: 212012015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT TRAFFIC CONTROL DAYS 15 EQUIPMENT 0.00 ATTENUATOR TRUCK HRS 300 36.27 10881.00 PICKUP HRS 150 17.42 2613.00 0.00 0.00 0,00 0.00 000 0.00 0,00 LABOR 0.00 FOREMAN HRS 150 20.00 3000.00 FLAGMAN(3) HRS 450 11.50 5175.00 0,00 0.00 0.00 0.00 MATERIAUSUB 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 13,494.00 8,175.00 DAYS REQUESTED EQUIPMENT 13.494.00 LABOR 8,175.00 MATERIAUSUB P.T.8 I. 4,496.25 MARK-UP 3,250.35 BOND 294.16 TOTAL CHANGE ORDER 29,709.76 UNIT PRICE 1,980.65 Attachment 2 REVISED CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX 78469 COUNTY: NUECES DATE: 2/202015 CODE: OVERRUNS ITEM UNIT QUANTITY UNIT QUANTITY RATE AMOUNT OVERRUN ITEMS LS 1 OVERRUNS C3.2: REMOVE C&G LF 120.00 16.45 1,974.00 C-11: CONCRETE SIDEWALK CURB(6"WIDE) LF 140.00 35.00 4,900.00 D-1 1: CONCRETE CURB AND GUTTER(TY2) LF 240 00 17.50 4,200.00 C9.1:ADD'L HOT MIX BETWEEN CURB AND SAWCUT LINE SY 14.00 23.16 324.24 5-4: CONCRETE DRIVEWAY(TYPE C)(6"THICK) SY 372.00 56.00 20,832.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL - 32,230.24 DAYS REQUESTED - EXISTING OVERRUN ITEMS 32,230.24 TOTAL CHANGE ORDER 32,230.24 UNIT PRICE 32,230.24 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/20/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT INSTALL TOPSOIL AND SODDING SY 4600 EQUIPMENT 0.00 WATER TRUCK HRS 50 32.05 1602.50 MOTOR GRADER HRS 50 118.54 5927.00 PNEUMATIC(25 TN) HRS 50 46.62 2331.00 0.00 0.00 0.00 0.00 0.00 0.00 LABOR 0.00 LABORER(UTILITY)(2) HRS 100 11 50 1150.00 OPERATOR(BLADE) HRS 50 21.00 1050.00 OPERATOR HRS 150 14.00 2100.00 0,00 0.00 0.00 MATERIAUSUB 0.00 TOPSOIL CY 767 27.62 21184.54 0.00 SODDING SUB SY 4600 4.60 21160.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 9,860.50 4,300.00 42,344.54 DAYS REQUESTED EQUIPMENT 9,860.50 LABOR 4,300.00 MATERIAL/SUB 42,344.54 P.T.&I. 2,365.00 MARK-UP 8,475.76 BOND 673.46 TOTAL CHANGE ORDER 68,019.25 UNIT PRICE 14.79 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL: PROJECT NO.6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE: 2/20/2015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT Furnish and Install Bollards EA 52 EQUIPMENT • • • LABOR MATERIAUSUB FENCING SUB EA 52 378.64 19,689.28 BOLLARD FORMS EA 52 424.80 22,089.60 (Quote provided by the City--Columbia Cascade Company) Bollards to be installed on 12"diameter round concrete footings. **All locks/chains if necessary,are exluded. SUBTOTAL - - 41,778.88 DAYS REQUESTED EQUIPMENT - LABOR - MATERIAUSUB 41,778.88 P.T.8 I. - MARK-UP 6,266.83 BOND 480.46 TOTAL CHANGE ORDER 48,526.17 UNIT PRICE 933.20 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD.REALIGNMENT BAY,LTD. CONTROL' PROJECT NO 6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX 78469 COUNTY: NUECES DATE: 2/2012015 CODE: EQUIPMENT LABOR MATRUSUB ITEM UNIT QUANTITY RATE AMOUNT RATE AMOUNT RATE AMOUNT FURNISH AND INSTALL GATE EA 4 EQUIPMENT LABOR MATERIAUSUB FENCING SUB EA 4 1,482 50 5.930.00 SUBTOTAL - - 5,930.00 DAYS REQUESTED EQUIPMENT - LABOR - MATERIAUSUB 5.930.00 P.T.&I, - MARK-UP 889.50 BOND 68.20 TOTAL CHANGE ORDER 6,887.70 UNIT PRICE 1,721.92 Attachment 2 CHANGE ORDER PROJECT: SHORELINE BLVD,REALIGNMENT BAY,LTD. CONTROL: PROJECT NO 6511 P.O.BOX 9908 HIGHWAY: CORPUS CHRISTI,TX.78469 COUNTY: NUECES DATE' 319/2015 CODE: OVERRUNS ITEM UNIT QUANTITY UNIT QUANTITY RATE AMOUNT OVERRUN ITEMS LS 1 OVERRUNS L-2 MEXICAN FEATHER GRASS EA 100 00 11 75 1,175 00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1,175.00 DAYS REQUESTED EXISTING OVERRUN ITEMS 1,175.00 TOTAL CHANGE ORDER 1,175 00 UNIT PRICE 1,175.00 Attachment 2