4-ADDENDUM No. 1- Bid No. 83-25 revised 8-6-25.pdf

Date: August 1, 2025

TO: All Prospective Bidders

SUBJECT: ADDENDUM No. #1- Bid No. 83-25

West Shore Drive And Fontana Avenue Street And Utility

Reconstruction

CONTRACTOR SHALL INCORPORATE ALL CHANGES, REVISIONS, CORRECTIONS AND

MODIFICATIONS INCLUDED IN THIS ADDENDUM INTO THE BID FOR THIS PROJECT.

I. Questions and Answers

Question 1: Can a Bid Item for Unclassified Excavation be provided?

COR Response - Yes, a bid item for Unclassified Excavation will be added.

Please refer to upcoming Addendum #01 with full details.

Question 2: Is a vibrator screed allowed for concrete streets paving or is a slipform machine paver required?

COR Response - Yes, a vibrator screed is allowed to be used for concrete street paving.

Question 3: Can the driveways be temporary closed during the setup and pour of the street pavement and the residence park on side streets?

COR Response - Yes, please refer to General Note #22 in the project plans.

Question 4: Does the City allow for a vibratory truss screed for street paving in lieu of a slip form paving machine?

COR Response - Yes, contractor can use vibratory truss screed for street paving.

Question 5: Who pays for construction water usage?

COR Response - The city will pay for water with an installed meter.

Question 6: Who pays for construction materials testing?

COR Response - The city will hire the materials testing lab.

Question 7: Is Type D (Crushed Concrete) flexbase allowed for Bid Item #2-11

Flexbase (Subgrade)(6”)?

COR Response - Yes, Type D crushed concrete is allowed to be used. The crushed concrete shall meet the requirements specified in the STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION – NORTH CENTRAL

TEXAS, Table 301.5.1.2(a).

Question 8: “Field offices to be provided” has in parentheses “[NOT USED]”. Can you confirm that a field office is not required for this project?

COR Response - A Field office is not required for this project

Question 9: In the construction sequencing notes (sheet 30) it calls that 2” of hot mix over 6” of flexbase is required for temporary utility trench pavement, however the bid items provide for temp paving #4-17 and #5-14 only call out 2” of hot mix. Can an item be added for the required 6” flexbase?

COR Response - For construction sequencing Sheet #30, Note #14 will be revised to read as follows:

UPON COMPLETION OF EACH UTILITY, CONTRACTOR WILL INSTALL 2" HOT

MIX ASPHALT OVER 6" FLEXBASE. THE 6" FLEXBASE SHALL BE SUBSIDIARY

TO THE 2" (MIN) HOT MIX TEMPORARY ASPHALT PAVEMENT BID ITEM.

Additionally, Bid Items #4-17 and #5-14 will be adjusted from TON to SY units.

Please refer to upcoming Addendum #01 with full details.

Question 10: Will pre installation CCTV inspection of existing sanitary sewers and storm drains be required? If so how will this be measured and paid?

COR Response - Yes, CCTV inspection required pre and post construction, please refer to bid Items #5-10 & 6-22. Regarding measurement & payment, refer to special specifications SS.36 in the Bid Book.

Question 11: Please confirm fire hydrants, 6” hydrant pipe lead and 6” hydrant gate valve will all be measured and paid via separate line items.

COR Response - Yes, the Fire Hydrant, 6” lead pipe, and 6” Gate Valve will be paid under separate bid items.

II. Modifications to Bid Documents:

1. Replace the following plan sheets within the plan set issued July 14, 2025:

- Sheet 2 - Quantity Summary o Added bid item and quantities for Unclassified Excavation o Updated quantities and unit of measurement for the “2" (Min) Hot Mix Temporary

Asphalt Pavement” bid item

- Sheet 3 - Quantity Summary o Added bid item and quantities for Unclassified Excavation o Updated quantities and unit of measurement for the “2" (Min) Hot Mix Temporary

Asphalt Pavement” bid item

1 ADDENDUM 1

8/1/2025

STREET AND UTILITY RECONSTRUCTION

WEST SHORE DR & FONTANA AVE

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GENERAL

UNITS GENERAL

DRIVE SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

14+00 -BEGIN 19+00 -14+00 24+00 -19+00 29+00 -24+00 34+00 -29+00 39+00 -34+00 44+00 -39+00 49+00 -44+00 54+00 -49+00 59+00 -54+00 64+00 -59+00 END -64+00 2+67.37 -1+00 6+53.62 -2+67.37 3+94 -1+00

41SHEET 42SHEET 43SHEET 44SHEET 45SHEET 46SHEET 47SHEET 48SHEET 49SHEET 50SHEET 51SHEET 52SHEET 53SHEET 54SHEET 55SHEET

101 (5%) INSURANCE AND BONDS,MOBILIZATION, LS 1 1

BOARDS) ARROW AND PAVING, ASPHALTTEMPORARY

MIX HOT 2" MIN. (INCLUDING MEASURES SIGNAGE AND BARRICADING, CONTROL, TRAFFICALL

LS 1 1

103 15') x (20' REMOVE) MAINTAIN, (INSTALL, ENTRANCECONSTRUCTION EA 1 1 2

104 PROTECTIONTREE EA 4 14 7 3 4 12 3 47

105 SIGNSPROJECT EA 2 2

Only) City by use for(Authorized

CONTINGENCYCONSTRUCTION

EA 500000 500,000

DRIVE) SHORE (WEST IMPROVEMENTSPAVING

UNITS GENERAL

DRIVE SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

14+00 -BEGIN 19+00 -14+00 24+00 -19+00 29+00 -24+00 34+00 -29+00 39+00 -34+00 44+00 -39+00 49+00 -44+00 54+00 -49+00 59+00 -54+00 64+00 -59+00 END -64+00 2+67.37 -1+00 6+53.62 -2+67.37 3+94 -1+00

41SHEET 42SHEET 43SHEET 44SHEET 45SHEET 46SHEET 47SHEET 48SHEET 49SHEET 50SHEET 51SHEET 52SHEET 53SHEET 54SHEET 55SHEET

201 EXCAVATIONUNCLASSIFIED CY 482 677 559 621 677 733 597 788 764 653 522 223 7,296

202 WIDTH) (VARIABLE SIDEWALK CONCRETE REINFORCED PSI3,000 SY 236 291 486 458 324 401 462 385 399 417 422 101 4,382

203 A) (TYPE RAMP FREEBARRIER EA 1 1 2 2 2 2 10

204 B) (TYPE RAMP FREEBARRIER EA 2 1 1 8 6 6 4 28

205 C) (TYPE RAMP FREEBARRIER EA 2 2

206 D) (TYPE RAMP FREEBARRIER EA 2 4 2 8

207 RAMP FREE BARRIERTXDOT EA 1 1 2

208 PAVEMENT ALLEY CONCRETE REINFORCED PSI 3,600 THICK6" SY 64 128 64 64 64 126 78 256 256 128 238 1,467

209 CURB 6-INCH W/ PAVEMENT STREET CONCRETE REINFORCED PSI 3,600 THICK6" SY 658 288 947

210 CURB 6-INCH W/ PAVEMENT STREET CONCRETE REINFORCED PSI 3,600 THICK8" SY 1393 1737 1593 1654 1943 1819 1500 1912 1790 1723 1888 461 19,414

211 PAVEMENT DRIVEWAY CONCRETE REINFORCED PSI 3,600 THICK6" SY 366 59 39 181 304 107 232 60 20 43 22 14 40 1,489

212 (6") (SUBGRADE)FLEXBASE SY 1473 1847 1705 1848 2054 1928 1611 2028 1900 1836 2008 487 20,726

213 EXISTING) (MATCH SOD BLOCK & TOPSOIL 4-INCH INSTALL &FURNISH SY 86 255 272 152 161 254 237 292 256 266 231 10 2,473

214 SIGN SMALL INSTALL ANDREMOVE EA 2 8 7 10 13 20 8 12 11 12 14 117

215 (5-FOOT) TOP INLETREMOVE EA 1 1 2

216 (10-FOOT) TOP INLETREMOVE EA 4 2 2 3 2 2 15

217 EXISTING) (MATCH NUMBERS CURBPAINTED EA 4 12 10 15 1 2 5 1 50

DRIVE) SHORE (WEST IMPROVEMENTS MARKING PAVEMENT

UNITS GENERAL

DRIVE SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

19+00 -BEGIN 29+00 -19+00 39+00 -29+00 49+00 -39+00 59+00 -49+00 END -59+00

90SHEET 91SHEET 92SHEET 93SHEET 94SHEET 95SHEET

401 BAR STOP MMA WHITE24" LF 23 81 25 129

402 STRIPING CROSSING MMA WHITE24" LF 61 203 35 299

403 ARROW MMAWHITE EA 4 4 8

404 LINE) YELLOW DOUBLE (STANDARD MARKER YELLOW REFLECTIVE WAY TWO4" EA 84 258 230 240 234 135 1,179

405 LINE) BAY (STANDARD MARKER RED/WHITE REFLECTIVE WAY TWO4" EA 22 14 36

406 LINE) BAY (STANDARD MARKER WHITE REFLECTIVE NON4" EA 40 25 64

407 LINE) YELLOW DOUBLE (STANDARD MARKER YELLOW REFLECTIVE NON4" EA 256 262 236 242 242 142 1,380

DRIVE) SHORE (WEST IMPROVEMENTS WATER

UNIT GENERAL

DRIVE SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

13+50 -BEGIN 18+50 -13+50 23+50 -18+50 28+50 -23+50 33+50 -28+50 38+50 -33+50 43+50 -38+50 48+50 -43+50 53+50 -48+50 58+50 -53+50 63+19 -58+50 END -63+19

62SHEET 63SHEET 64SHEET 65SHEET 66SHEET 67SHEET 68SHEET 69SHEET 70SHEET 71SHEET 72SHEET 73SHEET

501 EMBEDMENT TESTING, BLOCKING, FITTINGS, PIPE, WATER DR-14 PVC6" LF 50 53 13 31 7 6 5 3 49 49 266

502 EMBEDMENT TESTING, BLOCKING, FITTINGS, PIPE, WATER DR-14 PVC8" LF 401 634 555 552 561 550 500 657 617 630 666 108 6,431

503 VALVE/BOX GATE6" EA 2 2 1 2 1 1 1 2 1 13

504 VALVE/BOX GATE8" EA 7 8 2 3 2 5 7 5 5 8 1 53

PAVEMENT TEMPORARY INCLUDING BOX, & METER WATEREXISTING

REMOVING STIFFENERS, EMBEDMENT, FITTINGS, BOX, METER SERVICE, WATER POLY 250 CLASS SDR-91"

EA 1 1 7 8 17

PAVEMENT TEMPORARY INCLUDING BOX, & METER WATER EXISTINGREMOVING

STIFFENERS, EMBEDMENT, FITTINGS, BOX, METER SERVICE, WATER POLY 250 CLASS SDR-9 1/2"1

EA 2 1 3

PAVEMENT TEMPORARY INCLUDING BOX, & METER WATEREXISTING

REMOVING STIFFENERS, EMBEDMENT, FITTINGS, BOX, METER SERVICE, WATER POLY 250 CLASS SDR-92"

EA 1 1

508 PAD SPLASH INCLUDING ASSEMBLY HYDRANT FIREINSTALL EA 2 2 1 2 1 1 1 1 2 1 14

509 HYDRANT FIREREMOVE EA 1 1 1 2 5

510 HYDRANT FIREDELIVER EA 1 1 1 2 5

511 MAIN WATER EXISTING PLUG &CUT EA 3 3 1 1 1 1 4 3 3 4 1 25

512 MAIN WATER EXISTING TOCONNECT EA 3 4 1 1 1 1 4 2 3 4 24

513 SAFETY TRENCH INSTALL &FURNISH LF 451 687 568 583 568 556 500 662 620 630 715 157 6,697

514 PAVEMENT ASPHALT TEMPORARY MIX HOT (MIN)2" SY 133 203 168 172 168 165 148 196 184 187 211 46 1,982

DRIVE) SHORE (WEST REMOVALS PAVING

UNITS GENERAL

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

19+00 -BEGIN 30+00 -19+00 41+00 -30+00 52+00 -41+00 63+00 -52+00 END -63+00 2+67.37 -1+00 6+53.62 -2+67.37 3+94 -1+00

22SHEET 23SHEET 24SHEET 25SHEET 26SHEET 27SHEET 57SHEET 58SHEET 59SHEET

301 DRIVEWAY & ALLEY PAVEMENT, CONCRETEREMOVE SY 658 624 878 812 816 104 252 123 4267

302 PAVEMENT ASPHALTREMOVE SY 3011 3437 3634 3527 3527 795 710 288 18929

303 RAMPS AND SIDEWALK CONCRETEREMOVE SY 612 829 790 853 907 168 4161

NTS

DATENO. REVISIONS APPROVED

DESIGN DRAWN APPR. SCALE DATE PROJ. NO. SHEET

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CITY OF RICHARDSON, TEXAS

R31574001PE

Firm No. F-761

DALLAS, TEXAS 75240-2601

SUITE 1500,

5430 LBJ FREEWAY,

HUITT~ZOLLARS, INC.

QUANTITY SUMMARY

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JULY 10, 2025

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ADDENDUM 11

8/1/2025

STREET AND UTILITY RECONSTRUCTION

WEST SHORE DR & FONTANA AVE

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AUGUST 1, 2025

DRIVE) SHORE (WEST IMPROVEMENTSWASTEWATER

UNIT GENERAL

DRIVE SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

2+67.37 -1+00 13+50 -BEGIN 18+50 -13+50 23+50 -18+50 28+50 -23+50 33+50 -28+50 38+50 -33+50 43+50 -38+50 48+50 -43+50 53+50 -48+50 58+50 -53+50 63+19 -58+50

57SHEET 62SHEET 63SHEET 64SHEET 65SHEET 66SHEET 67SHEET 68SHEET 69SHEET 70SHEET 71SHEET 72SHEET

601 PUMP BYPASS ENCASEMENT, EMBEDMENT, PIPE, WASTEWATER SDR-35 PVC6" LF 84 42 42 42 39 68 61 378

602 PUMP BYPASS ENCASEMENT, EMBEDMENT, PIPE, WASTEWATER SDR-35 PVC8" LF 15 42 65 500 622 622 263 2,129

603 PUMP BYPASS ENCASEMENT, EMBEDMENT, PIPE, WASTEWATER SDR-35 PVC15" LF 360 500 500 500 500 500 414 3,274

604 PUMP BYPASS ENCASEMENT, EMBEDMENT, PIPE, WASTEWATER SDR-35 PVC18" LF 83 83

605 PAVEMENT) TEMPORARY (INCLUDING BOX SEWER AND CLEANOUT DOUBLE SERVICE, SEWER SANITARY4" EA 4 0 0 4 6 6 6 0 0 0 0 26

606 SERVICE SEWER SANITARY EX. TOCONNECT EA 4 0 0 4 6 6 6 0 0 0 0 26

607 DEPTH) OF (REGARDLESS MANHOLE SEWER SANITARY DIAMETER4' EA 1 1 2 2 1 7

608 DEPTH) OF (REGARDLESS MANHOLE SEWER SANITARY DIAMETER5' EA 1 4 3 2 2 1 1 3 17

609 MANHOLE SEWER SANITARY EX. DISPOSE ANDREMOVE EA 1 1 3 2 3 1 1 2 1 2 2 1 20

610 CONSTRUCTION) POST & (PRE INSPECTIONTV LF 458 542 584 542 542 542 518 568 622 622 324 5,864

611 SAFETY TRENCH INSTALL &FURNISH LF 458 542 584 542 542 542 518 568 622 622 324 5,864

612 SEWER SANITARY 8-INCH ABANDON ANDGROUT LF 67 500 500 500 264 1,831

613 SEWER SANITARY 15-INCH ABANDON ANDGROUT LF 419 500 500 500 500 500 452 3,371

614 PAVEMENT ASPHALT TEMPORARY MIX HOT (MIN)2" SY 167 193 204 192 192 192 180 167 185 185 95 1,952

IMPROVEMENTS DRAIN STORM

UNIT GENERAL

DR SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

2+67.37 -1+00 6+53.62 -2+67.37 9+40.51 -6+53.62 3+94 -1+00 LATERALSPIPE 19+00 -14+00 24+00 -19+00 29+00 -24+00 34+00 -29+00 44+00 -39+00 49+00 -44+00 54+00 -49+00 59+00 -54+00

57SHEET 58SHEET 59SHEET 60SHEET 61SHEET 42SHEET 43SHEET 44SHEET 45SHEET 47SHEET 48SHEET 49SHEET 50SHEET

701 RCB 4' X 5'INSTALL LF 167 386 50 603

702 INLET CURB 8'INSTALL EA 1 1

703 INLET CURB 10'INSTALL EA 2 2

704 INLET CURB 15'INSTALL EA 4 4

705 INLET CURB 20'INSTALL EA 2 2

706 RCP 18"INSTALL LF 20 12 172 204

707 RCB 4'X4'INSTALL LF 247 247

708 RCP 36"INSTALL LF 293 293

709 RCP 42"INSTALL LF 26 26

710 RIPRAPCONCRETE SY 107 107

711 FLUME CONCRETEREMOVE LS 1 1

712 FLUMECONCRETE SY 11 11

713 HEADWALLCONCRETE EA 1 1

714 RCP EXISTING OF DISPOSE &REMOVE LF 247 247

715 CONNECTIONS WYE PIPELATERAL EA 5 4 9

716 (5-FOOT) TOP INLETINSTALL EA 1 1 2

717 (10-FOOT) TOP INLETINSTALL EA 4 2 2 3 2 2 2 17

718 INLETSREMOVE EA 3 3

719 FENCE LINK CHAINREMOVE LF 123 123

720 FENCE LINK CHAINREPLACE LF 123 123

721 PAVEMENT ASPHALTREMOVE SY 668 288 956

722 DRIVEWAY & ALLEY PAVEMENT, CONCRETEREMOVE SY 223 70 293

BOX & METER WATER EXISTING REMOVING STIFFENERS, EMBEDMENT,FITTINGS,

CITY), THE BY (FURNISHED METER WATER BOX, METER SERVICE, WATER POLY 250 CLASS SDR-91"

EA 5 5 10

724 PAVEMENT ASPHALT TEMPORARY MIX HOT (MIN)2" SY 186 429 331 201 86 1233

725 SAFETY TRENCH INSTALL &FURNISH LF 167 386 343 305 172 0 0 0 0 0 0 0 0 1373

726 CONSTRUCTION) POST & (PRE INSPECTIONTV LF 167 386 343 305 172 0 0 0 0 0 0 0 0 1373

IMPROVEMENTS CONTROLEROSION

UNIT GENERAL

DR SHOREWEST

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

19+00 -14+00 24+00 -19+00 29+00 -24+00 34+00 -29+00 44+00 -39+00 49+00 -44+00 54+00 -49+00 59+00 -54+00

82SHEET 83SHEET 83SHEET 84SHEET 85SHEET 85SHEET 86SHEET 86SHEET

801 (12") LOGS CONTROL EROSIONBIODEGRADABLE LF 437 76 513

802 CONSTRUCTION) OF PHASES ALL (FOR PROTECTIONINLET EA 4 5 4 4 3 2 3 25

803 IMPLEMENTATION & PLAN CONTROL POLLUTIONSTORMWATER LS 1 1

AVENUE) (FONTANA IMPROVEMENTSPAVING

UNITS GENERAL

DRIVEFONTANA

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

14+50 -BEGIN 19+00 -14+50 END -19+00

53SHEET 54SHEET 55SHEET

901 EXCAVATIONUNCLASSIFIED CY 406 400 78 884

902 WIDTH) (VARIABLE SIDEWALK CONCRETE REINFORCED PSI3,000 SY 90 140 140 370

903 A) (TYPE RAMP FREEBARRIER EA 2 2

904 CURB 6-INCH W/ PAVEMENT STREET CONCRETE REINFORCED PSI 3,600 THICK6" SY 1290 1320 735 3,345

905 PAVEMENT DRIVEWAY CONCRETE REINFORCED PSI 3,600 THICK6" SY 142 196 85 423

906 SUBGRADE COMPACTED6" SY 1496 1582 857 3,936

907 EXISTING) (MATCH SOD BLOCK & TOPSOIL 4-INCH INSTALL &FURNISH SY 978 844 429 2,251

908 15') x (20' REMOVE) MAINTAIN, (INSTALL, ENTRANCECONSTRUCTION EA 1 1

909 SIGN SMALL INSTALL ANDREMOVE EA 2 2

910 PROTECTIONTREE EA 9 10 1 20

911 EXISTING) (MATCH NUMBERS CURBPAINTED EA 20 28 12 60

AVENUE) (FONTANA REMOVALS PAVING

UNITS GENERAL

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

19+00 -BEGIN END -19+00

28SHEET 29SHEET

1001 DRIVEWAY & ALLEY PAVEMENT, CONCRETEREMOVE SY 364 920 1284

1002 PAVEMENT ASPHALTREMOVE SY 2616 732 3348

1003 RAMPS AND SIDEWALK CONCRETEREMOVE SY 239 133 372

AVENUE) (FONTANA IMPROVEMENTSWATER

UNIT GENERAL

DRIVEFONTANA

QUANTITY

TOTAL

NO.ITEM DESCRIPTIONITEM

14+50 -BEGIN 19+00 -14+50 END -19+00

74SHEET 75SHEET 76SHEET

1101 EMBEDMENT TESTING, BLOCKING, FITTINGS, PIPE, WATER DR-14 PVC6" LF 13 11 21 45

1102 EMBEDMENT TESTING, BLOCKING, FITTINGS, PIPE, WATER DR-14 PVC8" LF 445 450 263 1,158

1103 VALVE/BOX GATE6" EA 1 1 1 3

1104 VALVE/BOX GATE8" EA 1 1 1 3

BOX & METER WATER EXISTING REMOVINGSTIFFENERS,

EMBEDMENT, FITTINGS, BOX, METER SERVICE, WATER POLY 250 CLASS SDR-91"

EA 10 12 6 28

1109 TEMPORARY INCLUDING BOX, & METER WATER EXISTING REMOVINGSTIFFENERS,

EMBEDMENT, FITTINGS, BOX, METER SERVICE, WATER POLY 250 CLASS SDR-94"

EA 1 1

1110 PAD SPLASH INCLUDING ASSEMBLY HYDRANT FIREINSTALL EA 1 1 1 3

1111 HYDRANT FIREREMOVE EA 1 1

1112 HYDRANT FIREDELIVER EA 1 1

1113 MAIN WATER EXISTING PLUG &CUT EA 1 1 2

1114 MAIN WATER EXISTING TOCONNECT EA 1 1

1115 SAFETY TRENCH INSTALL &FURNISH LF 458 461 284 1,203

1116 PAVEMENT ASPHALT TEMPORARY MIX HOT (MIN)2" SY 136 137 84 357

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DATENO. REVISIONS APPROVED

DESIGN DRAWN APPR. SCALE DATE PROJ. NO. SHEET

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CITY OF RICHARDSON, TEXAS

R31574001PE

Firm No. F-761

DALLAS, TEXAS 75240-2601

SUITE 1500,

5430 LBJ FREEWAY,

HUITT~ZOLLARS, INC.

QUANTITY SUMMARY

JULY

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SIONAL ENGI

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LICENSED

JOHN HO

58873

ADDENDUM 18/1/2025

STREET AND UTILITY RECONSTRUCTION

WEST SHORE DR & FONTANA AVE

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CONSTRUCTION SEQUENCING GENERAL NOTES

GENERAL NOTES FOR ADDITIONAL INFORMATION.

REFERENCE GENERAL CONSTRUCTION SEQUENCING NOTES IN THE1.

MADE AT THE CONTRACTOR'S EXPENSE.

UNSATISFACTORY AS WORK PROCEEDS, ADJUSTEMENTS SHALL BE

IF THE SCHEDULE OR SEQUENCE BECOMES UNWORKABLE OR

THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.

SEQUENCING OF CONSTRUCTION PLAN SHALL BE SUBMITTED TO

THE PROJECT DURING CONSTRUCTION. THE SCHEDULE &

INTERFERENCE WITH TRAFFIC ALONG, ACROSS, AND ADJACENT TO

PROFESSIONAL ENGINEER THAT SHALL CAUSE MINIMUM

DETAILED TRAFFIC CONTROL PLAN SIGNED AND SEALED BY A

CONSTRUCTION SCHEDULE, SEQUENCE OF CONSTRUCTION, AND

START OF WORK, THE CONTRACTOR SHALL DEVELOP, IN DETAIL, A

PREPARATION AND COMPARISON OF BIDS ONLY. PRIOR TO THE

THE SEQUENCE OF CONSTRUCTION SHOWN IN THE PLANS IS FOR2.

PHASE OF CONSTRUCTION.

RICHARDSON FOR APPROVAL PRIOR TO SETTING UP FOR EACH

OF THE TEXAS MUTCD AND SUBMIT THEM TO THE CITY OF

AND DETOUR ROUTES IN ACCORDANCE WITH THE LATEST EDITION

PLANS SHOWING ALL SIGNS, BARRICADES, MARKINGS, BUTTONS,

THE CONTRACTOR SHALL PREPARE DETAILED TRAFFIC CONTROL3.

PURPOSES.

ALWAYS PROVIDE ACCESS TO ALL AREAS FOR EMERGENCY

TEMPORARILY CLOSED TO THROUGH TRAFFIC, CONTRACTOR SHALL

ALTHOUGH SOME PORTIONS OF WORK AREAS MAY BE4.

ON WEST SHORE DR AND FONTANA AVENUE.

OF TRAFFIC, 10 FT. MIN PAVEMENT WIDTH, SHALL BE MAINTAINED

DURING ALL PHASES OF CONSTRUCTION A MINIMUM OF ONE LANE5.

IDENTIFIABLE SHALL BE PROVIDED AT ALL TIMES.

SIDEWALKS AND/OR CLEAR PASSAGE WAYS THAT ARE CLEARLY7.

MAINTAINED DURING ALL PHASES OF CONSTRUCTION.

EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED AND9.

START OF ANY PHASE OF CONSTRUCTION.

VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE10.

PHASES OF CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING ALL11.

PROPERTY.

WITH THE PROPERTY OWNER TO CLOSE ACCESS TO THEIR

OF CONSTRUCTION UNLESS AN AGREEMENT HAS BEEN REACHED

MAINTAIN ACCESS TO ALL THE PROPERTIES THROUGH THIS PHASE3.

REMOVE SECTION A TRAFFIC CONTROL.5.

CONTRACTOR TO DETERMINE ORDER OF CONSTRUCTION IN EACH PHASE:

CONSTRUCT THE FOLLOWING ON EACH PHASE OF CONSTRUCTION; 4.

REMOVE EXISTING PAVEMENT.A.

CONSTRUCT STREET PAVEMENT AND ALL DRIVEWAY CONNECTIONS.C.

CONSTRUCT SIDEWALK AND RAMPS.D.

PLANT GRASS.E.

AND TAS STANDARDS.

REPAIR ACCORDING TO CITY OF RICHARDSON

NOT A SEPARATE PAY ITEM.

DAMAGE DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY SIDEWALK

SIDEWALKS

REMOVE ALL TRAFFIC CONTROL MEASURES.7.

REMOVE ALL EROSION CONTROL MEASURES.8.

ON COMPLETED STREET PAVEMENT. (NO SEPARATE PAY).

PARKING A MAXIMUM OF 2 LOTS AWAY FROM A CLOSED DRIVEWAY

DRIVEWAY. CONTRACTOR SHALL PROVIDE PROVISIONS FOR

ALL TIMES EXCEPT WHEN REMOVING AND REPLACING THE

CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT8.

HALF AND HALF TO PROVIDE ACCESS TO THE SIDE STREETS.

AT SIDE STREET INTERSECTIONS, CONSTRUCT THE STREET APPROACHES12.

AND AT LEAST ONE LANE ROAD MUST BE OPENED FOR TRAFFIC.

AT THE END OF THE DAY, ALL UTILITY TRENCHES MUST BE COVERED13.

HOMEOWNERS MUST BE NOTIFIED 24 HOURS PRIOR TO SWITCHING SERVICES.

DURING AND AFTER CONSTRUCTION, EXCEPT WHEN SWITCHING SERVICES.

CONTRACTOR SHALL MAINTAIN LIVE SERVICE CONNECTIONS AT ALL TIMES15.

DURING CONSTRUCTION UNLESS APPROVED BY THE CITY.

CONTRACTOR CANNOT SHUT DOWN MORE THAN ONE INTERSECTION AT A TIME16.

SUGGESTED CONSTRUCTION SEQUENCING

AT ALL TIMES)

SOUTH OF LOGANWOOD AVENUE TO CAMPBELL ROAD. (MAINTAIN ONE-WAY TRAFFICG.

NORTH OF GREENHAVEN DRIVE TO SOUTH OF LOGANWOOD AVENUEF.

FONTANA AVENUE, SHERBROOK DRIVE AND GREENHAVEN ROAD)

SOUTH OF MELROSE ROAD TO NORTH OF GREENHAVEN DRIVE, THIS INCLUDESE.

STREET PARKING WITHIN 2 PROPERTIES; MUST MAINTAIN ACCESS)

NORTH OF WOODLAND WAY TO SOUTH OF MELROSE ROAD. (CLOSURE MUST ALLOWD.

STREET PARKING WITHIN 2 PROPERTIES; MUST MAINTAIN ACCESS)

NORTH OF WATEKA WAY TO NORTH OF WOODLAND WAY. (CLOSURE MUST ALLOWC.

NORTH OF WISTERIA WAY TO NORTH OF WATEKA WAYB.

AT ALL TIMES)

ARAPAHO ROAD TO NORTH OF WISTERIA WAY. (MAINTAIN ONE-WAY TRAFFICA.

CAMPBELL ROAD IS BROKEN UP TO THE FOLLOWING SEVEN (7) SECTIONS:

THE WEST SHORE DRIVE PROJECT LIMITS FROM ARAPAHO ROAD TO1.

UTILITY CONSTRUCTION, FOLLOWED BY PAVING.

APPROVAL FROM THE CITY, CONTRACTOR CAN MOVE FORWARD WITH ANOTHER SECTION OF

SANITARY SEWER, STORM SEWER AND WATER PRIOR TO PAVING. UPON RECEIVING

IT IS ANTICIPATED WITHIN EACH SECTION, CONTRACTOR WILL INSTALL APPROPRIATED

CONTRACTOR IS ALLOWED TO PERFORM CONSTRUCTION ONE SECTION AT A TIME. 2.

SHIFT TRAFFIC AND REPEAT ABOVE STEPS FOR SECTIONS B, C, D, E, F, G.6.

CONSTRUCT NEW WATER MAIN, SANITARY SEWER LINES, AND STORM WATER LINES/LATERALS.B.

MIX TEMPORARY ASPHALT WITH STABILIZED SUBGRADEHOT

PROVIDED OTHERWISE. (NO SEPARATE PAY). TEMPORARY PAVEMENT SHALL BE

COSTS FOR TEMPORARY PAVEMENT IN HIS BID FOR TRAFFIC CONTROL, UNLESS

BY THE CONTRACTOR TO CITY'S SATISFACTION. CONTRACTOR SHALL INCLUDE

MAINTAIN TRAFFIC. TEMPORARY PAVEMENT SHALL BE PROPERLY MAINTAINED

CONSTRUCTION PHASING WILL REQUIRE TEMPORARY PAVEMENT IN ORDER TO 6.

SUBSIDIARY TO THE 2" (MIN) HOT MIX TEMPORARY ASPHALT PAVEMENT BID ITEM.

HOT MIX ASPHALT OVER 6" FLEXBASE. THE 6" FLEXBASE SHALL BE

UPON COMPLETION OF EACH UTILITY, CONTRACTOR WILL INSTALL 2"14.

AUGUST 1, 2025

NTS

DATENO. REVISIONS APPROVED

DESIGN DRAWN APPR. SCALE DATE PROJ. NO. SHEET

H:\proj\R315740.01 - West Shore Drive and Fontana Avenue\10 CADD & BIM\10.6 MicroStation\SHEETS\S574001-TCP-00.dgn

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CITY OF RICHARDSON, TEXAS

OR BLAST - STOP CALL

BEFORE YOU DIG, DRILL,

REQUEST 48 HOURS NOTICE

TEXAS ONE CALL PARTICIPANT

CALL BEFORE YOU DIG!

TEXAS ONE CALL SYSTEM

1-800-DIG-TESS

UTILITY LOCATION NOTE:

COST.

EXPENSE, AT NO ADDITIONAL

REPAIRED AT CONTRACTOR'S

EXISTING UTLITIES SHALL BE

LOCATIONS. ANY DAMAGE TO

CONSTRUCTION FOR ONSITE

WORKING DAYS PRIOR TO

CALL 1-800-344-8377 TWO

CONFLICT WITH CONSTRUCTION.

EXISTING UTILITIES THAT MAY

LOCATION AND DEPTH OF ALL

CONTRACTOR TO VERIFY THE

THE RESPONSIBILITY OF THE

UTILITY COMPANIES. IT IS

AND DATA FURNISHED BY

BASED ON EXISTING PLANS

PLANS ARE APPROXIMATE AND

UTILITIES SHOWN ON THESE

THE LOCATION OF EXISTING

R31574001PE

Firm No. F-761

DALLAS, TEXAS 75240-2601

SUITE 1500,

5430 LBJ FREEWAY,

HUITT~ZOLLARS, INC.

CONSTRUCTION SEQUENCING NOTES

JULY

P R

O F

E S

SIONAL ENGI

N E

E R

S T

AT

E OF TEX

A S

LICENSED

JOHN HO

58873

JULY 10, 2025

No Item Quantity

Unit of

Measure Unit Price Total Cost

#1-1

MOBILIZATION, BONDS, AND INSURANCE (5%)

1 LS

#1-2

ALL TRAFFIC CONTROL, BARRICADING, AND SIGNAGE

MEASURES (INCLUDING MIN. 2" HOT MIX TEMPORARY

ASPHALT PAVING, AND ARROW BOARDS)

1 LS

#1-3

CONSTRUCTION ENTRANCE (INSTALL, MAINTAIN,

REMOVE) (20' x 15')

3 EA

#1-4

TREE PROTECTION

47 EA

#1-5

PROJECT SIGNS

2 EA

#1-6

Construction Contingency (Authorized for use by City Only)

PLEASE ENTER UNIT PRICE $1 ONLY

500,000 EA

#2-1

3,000 PSI REINFORCED CONCRETE SIDEWALK

(VARIABLE WIDTH) 4,753 SY

#2-2

BARRIER FREE RAMP (TYPE A)

12 EA

#2-3

BARRIER FREE RAMP (TYPE B)

28 EA

#2-4

BARRIER FREE RAMP (TYPE C)

2 EA

#2-5

BARRIER FREE RAMP (TYPE D)

8 EA

#2-6

TXDOT BARRIER FREE RAMP

2 EA

#2-7

6" THICK 3,600 PSI REINFORCED CONCRETE ALLEY

PAVEMENT 1,467 SY

#2-8

6" THICK 3,600 PSI REINFORCED CONCRETE STREET

PAVEMENT W/ 6-INCH CURB 4,292 SY

#2-9

8" THICK 3,600 PSI REINFORCED CONCRETE STREET

PAVEMENT W/ 6-INCH CURB 19,414 SY

#2-10

6" THICK 3,600 PSI REINFORCED CONCRETE DRIVEWAY

PAVEMENT 1,912 SY

#2-11

FLEXBASE (SUBGRADE) (6")

20,726 SY

#2-12

6" COMPACTED SUBGRADE

3,936 SY

#2-13

REINFORCED CONCRETE PAVEMENT (ALL THICKNESS)

(ARAPAHO RD WATER LINE) 254 SY

#2-14

8" REINFORCED CONCRETE PAVEMENT WITH MIN. 2-

INCH ASPHALT OVERLAY (ALL THICKNESS)(ARAPAHO

RD WATER LINE)

542 SY

#2-15

PREPARATION AND TREATMENT OF SUBGRADE

(ARAPAHO RD WATER LINE) 542 SY

#2-16

INTEGRAL CURB (ARAPAHO RD WATER LINE)

74 LF

#2-17

FURNISH & INSTALL 4-INCH TOPSOIL & BLOCK SOD

(MATCH EXISTING) 4,725 SY

#2-18

REMOVE AND INSTALL SMALL SIGN

119 EA

#2-19

REMOVE INLET TOP (5-FOOT)

2 EA

#2-20

REMOVE INLET TOP (10-FOOT)

15 EA

#2-21

PAINTED CURB NUMBERS (MATCH EXISTING)

110 EA

BASE BID

West Shore Drive and Fontana Avenue

Bid Schedule - Bid # 83-25 Street and Utility Reconstruction

Basket Total:

BASE BID BASKET #1 - GENERAL

BASKET #2 - PAVEMENT IMPROVEMENTS

Haider.Nassar Snapshot

Measure Unit Price Total Cost

West Shore Drive and Fontana Avenue

Bid Schedule - Bid # 83-25 Street and Utility Reconstruction

#2-22

REMOVE CONCRETE PAVEMENT, ALLEY & DRIVEWAY

6,098 SY

#2-23

REMOVE ASPHALT PAVEMENT

23,775 SY

#2-24

REMOVE CONCRETE SIDEWALK AND RAMPS

4,533 SY

#2-25

TREE PROTECTION

20 EA

#2-26 UNCLASSIFIED EXCAVATION 8,180 CY

#3-1

24" WHITE MMA STOP BAR

129 LF

#3-2

24" WHITE MMA CROSSING STRIPING

299 LF

#3-3

WHITE MMA ARROW

8 EA

#3-4

4" TWO WAY REFLECTIVE YELLOW MARKER

(STANDARD DOUBLE YELLOW LINE) 1,179 EA

#3-5

4" TWO WAY REFLECTIVE RED/WHITE MARKER

(STANDARD BAY LINE) 36 EA

#3-6

4" NON REFLECTIVE WHITE MARKER (STANDARD BAY

LINE) 64 EA

#3-7

4" NON REFLECTIVE YELLOW MARKER (STANDARD

DOUBLE YELLOW LINE) 1,380 EA

#4-1

6" PVC DR-14 WATER PIPE, FITTINGS, BLOCKING,

TESTING, EMBEDMENT 391 LF

#4-2

8" PVC DR-14 WATER PIPE, FITTINGS, BLOCKING,

TESTING, EMBEDMENT 9,125 LF

#4-3

8" PVC WATER LINE IN STEEL CASING (OPEN CUT)

18 LF

#4-4

6" GATE VALVE/BOX

16 EA

#4-5

8" GATE VALVE/BOX

65 EA

#4-6

8" X 8" TAPPING SLEEVE AND 8" VALVE ASSEMBLY

3 EA

#4-7

1" SDR-9 CLASS 250 POLY WATER SERVICE, METER

BOX, FITTINGS, EMBEDMENT, STIFFENERS, REMOVING

EXISTING WATER METER & BOX, INCLUDING

TEMPORARY PAVEMENT 61 EA

#4-8

1 1/2" SDR-9 CLASS 250 POLY WATER SERVICE, METER

BOX, FITTINGS, EMBEDMENT, STIFFENERS, REMOVING

EXISTING WATER METER & BOX, INCLUDING

TEMPORARY PAVEMENT 6 EA

#4-9

2" SDR-9 CLASS 250 POLY WATER SERVICE, METER

BOX, FITTINGS, EMBEDMENT, STIFFENERS, REMOVING

EXISTING WATER METER & BOX, INCLUDING

TEMPORARY PAVEMENT 5 EA

#4-10

4" SDR-9 CLASS 250 POLY WATER SERVICE, METER

BOX, FITTINGS, EMBEDMENT, STIFFENERS, REMOVING

EXISTING WATER METER & BOX, INCLUDING

TEMPORARY PAVEMENT 1 EA

#4-11

INSTALL FIRE HYDRANT ASSEMBLY INCLUDING

SPLASH PAD

20 EA

Basket Total:

Basket Total:

BASE BID BASKET #3 - PAVEMENT MARKING IMPROVEMENTS (WEST SHORE DRIVE)

BASE BID BASKET #4 - WATER IMPROVEMENTS

Measure Unit Price Total Cost

West Shore Drive and Fontana Avenue

Bid Schedule - Bid # 83-25 Street and Utility Reconstruction

#4-12

REMOVE FIRE HYDRANT

7 EA

#4-13

DELIVER FIRE HYDRANT

7 EA

#4-14

CUT & PLUG EXISTING WATER MAIN

27 EA

#4-15

CONNECT TO EXISTING WATER MAIN

25 EA

#4-16

FURNISH & INSTALL TRENCH SAFETY

9,516 LF

#4-17 2" (MIN) HOT MIX TEMPORARY ASPHALT PAVEMENT 2,339 SY

#5-1

6" PVC SDR-35 WASTEWATER PIPE, EMBEDMENT,

ENCASEMENT, BYPASS PUMP 378 LF

#5-2

8" PVC SDR-35 WASTEWATER PIPE, EMBEDMENT,

ENCASEMENT, BYPASS PUMP 2,129 LF

#5-3

15" PVC SDR-35 WASTEWATER PIPE, EMBEDMENT,

ENCASEMENT, BYPASS PUMP 3,274 LF

#5-4

18" PVC SDR-35 WASTEWATER PIPE, EMBEDMENT,

ENCASEMENT, BYPASS PUMP 83 LF

#5-5

4" SANITARY SEWER SERVICE, DOUBLE CLEANOUT

AND SEWER BOX (INCLUDING TEMPORARY

PAVEMENT) 26 EA

#5-6

CONNECT TO EX. SANITARY SEWER SERVICE

26 EA

#5-7

4' DIAMETER SANITARY SEWER MANHOLE

(REGARDLESS OF DEPTH) 7 EA

#5-8

5' DIAMETER SANITARY SEWER MANHOLE

(REGARDLESS OF DEPTH) 17 EA

#5-9

REMOVE AND DISPOSE EX. SANITARY SEWER

MANHOLE 20 EA

#5-10

TV INSPECTION (PRE & POST CONSTRUCTION)

5,864 LF

#5-11

FURNISH & INSTALL TRENCH SAFETY

5,864 LF

#5-12

GROUT AND ABANDON 8-INCH SANITARY SEWER

1,831 LF

#5-13

GROUT AND ABANDON 15-INCH SANITARY SEWER

3,371 LF

#5-14 2" (MIN) HOT MIX TEMPORARY ASPHALT PAVEMENT 1,952 SY

#6-1

INSTALL 5' X 4' RCB

603 LF

#6-2

INSTALL 8' CURB INLET

1 EA

#6-3

INSTALL 10' CURB INLET

2 EA

#6-4

INSTALL 15' CURB INLET

4 EA

#6-5

INSTALL 20' CURB INLET

2 EA

#6-6

INSTALL 18" RCP

204 LF

#6-7

INSTALL 4'X4' RCB

247 LF

#6-8

INSTALL 36" RCP

293 LF

Basket Total:

BASE BID BASKET #5 - WASTEWATER IMPROVEMENTS

Basket Total:

BASE BID BASKET #6 - STORM DRAIN IMPROVEMENTS

Measure Unit Price Total Cost

West Shore Drive and Fontana Avenue

Bid Schedule - Bid # 83-25 Street and Utility Reconstruction

#6-9

INSTALL 42" RCP

26 LF

#6-10

CONCRETE RIPRAP

107 SY

#6-11

REMOVE CONCRETE FLUME

1 LS

#6-12

CONCRETE FLUME

11 SY

#6-13

CONCRETE HEADWALL

1 EA

#6-14

REMOVE & DISPOSE OF EXISTING RCP

247 LF

#6-15

LATERAL PIPE WYE CONNECTIONS

9 EA

#6-16

INSTALL INLET TOP (5-FOOT)

2 EA

#6-17

INSTALL INLET TOP (10-FOOT)

17 EA

#6-18

REMOVE INLETS

3 EA

#6-19

REMOVE CHAIN LINK FENCE

123 LF

#6-20

REPLACE CHAIN LINK FENCE

123 LF

#6-21 FURNISH & INSTALL TRENCH SAFETY 1,373 LF

#6-22 TV INSPECTION (PRE & POST CONSTRUCTION) 1,373 LF

#6-23 2" (MIN) HOT MIX TEMPORARY ASPHALT PAVEMENT 1,233 SY

#7-1

EROSION CONTROL (INSTALLATION AND REMOVAL)

(ARAPAHO RD WATER LINE) 1 LS

#7-2

BIODEGRADABLE EROSION CONTROL LOGS (12")

513 LF

#7-3

INLET PROTECTION (FOR ALL PHASES OF

CONSTRUCTION) 25 EA

#7-4

STORMWATER POLLUTION CONTROL PLAN &

IMPLEMENTATION 1 LS

#8-1

CONDT (PVC) (SCHD 80) (2")

20 LF

#8-2

ELEC CONDR (NO. 6) BARE

24 LF

#8-3

REMOVE GROUND BOX

3 EA

#8-4

TRF SIG CBL (TY A)(14 AWG)(5 CONDR)

30 LF

#8-5

TRF SIG CBL (TY A)(14 AWG)(7 CONDR)

43 LF

#8-6

TRF SIG CBL (TY C)(14 AWG)(2 CONDR)

440 LF

#8-7

PED POLE ASSEMBLY

1 EA

#8-8

PED DETECT PUSH BUTTON (APS)

4 EA

#8-9

REMOVAL OF SIGNAL HEAD ASSM

2 EA

#8-10

INSTALL OF SIGNAL HEAD ASSM

2 EA

#8-11 REMOVAL OF PEDESTRIAN PUSH BUTTONS 4 EA

#8-12

PED DETECTOR CONTROLLER UNIT

1 EA

BASKET #8 - PEDESTRIAN SIGNAL INFRASTRUCTURE IMPROVEMENTS

BASE BID BASKET #7 - EROSION CONTROL IMPROVEMENTS

Basket Total:

Basket Total:

BASE BID

Measure Unit Price Total Cost

West Shore Drive and Fontana Avenue

Bid Schedule - Bid # 83-25 Street and Utility Reconstruction

No Item Quantity

Unit of

Measure Unit Price Total Cost

#9-1

THE CONTRACTOR SHALL COMPLETE THE WATER,

SEWER, STORM DRAIN UTILITY IMPROVEMENTS, AND

PAVING FOR EACH SECTION (PHASE) BEFORE

PROCEEDING TO THE NEXT SECTION. THE PROJECT IS

BROKEN UP INTO SEVEN (7) SECTIONS, PER THE

CONSTRUCTION SEQUENCE PLAN ON SHEET 30-38.

Bidders are required to indicate the estimated number of additional calendar days necessary to complete the work in accordance with this phased approach on attached

CONTRACT ALTERNATE BID FORM #001

1 LS

Base Bid And ALT #1 Grand Total:

ALT #1 Grand Total:

Basket Total:

ALTERNATE BID BASKET #9 - ADD Alt #1 - Construction Sequencing