HomeMy WebLinkAboutCAG-24-083 - Volume II——
Project No.:Contract No.:CAG-24-083
Contract Provisions Award Amount:
Award Date:•
Award To:
2024
Slurry Seal Project
General Bid Information:Builders Exchange of Washington,Inc.
(425)2584303
City Contact:Hebé c.Bernardo
(206)503-4194
Public Works Department
Transportation Division
Renton city Hall—Sth Floor
1055 South Grady Way
Renton,Washington 98057
App ed for Bid
tyofRen on
Approved for Construction
Da//’
Date:city of Renton
CITY OF RENTON
RENTON, WASHINGTON
CONTRACT PROVISIONS
for the
2024 SLURRY SEAL PROJECT
July 2024
CITY OF RENTON
1055 South Grady Way,
Renton, WA 98057
Table of Contents
Page 1 of 1 2024
TABLE OF CONTENTS
VOLUME I
I. CALL FOR BIDS
II. INFORMATION FOR BIDDERS
1. INFORMATION AND CHECKLIST FOR BIDDERS
2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
III. PROJECT DESCRIPTION
IV. PROJECT PROPOSAL
1. * PROJECT PROPOSAL BID SUMMARY
2. * PROPOSAL COVER PAGE
3. * SCHEDULE OF PRICES
4. * NON-COLLUSION DECLARATION
5. * LOCAL AGENCY SUBCONTRACTOR LIST
6. * PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT
7. * CONTRACTOR CERTIFICATION, WAGE LAW COMPLIANCE – RESPONSIBILITY
CRITERIA, WASHINGTON STATE PUBLIC WORKS CONTRACTS
8. * PROPOSAL SIGNATURE PAGE
9. * PROPOSAL BID BOND TO THE CITY OF RENTON
IV. AGREEMENT FORMS
1. ❖ AGREEMENT
2. ❖ CONTRACT BOND TO THE CITY OF RENTON
3. ❖ FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE
* SUBMIT AS PART OF THE BID.
❖ SUBMIT WITHIN 10 DAYS AFTER NOTICE OF AWARD.
V. CONTRACT SPECIFICATIONS
1. SPECIAL PROVISIONS
APPENDICES
A – PREVAILING HOURLY MINIMUM WAGE RATES
B – STANDARD PLANS
C – SOLID WASTE SERVICE COLLECTION DAY FIGURE
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
I. CALL FOR BIDS
CITY OF RENTON CAG-24-083
2024 Slurry Seal Project
Call for Bids
Page 1 of 1
CALL FOR BIDS
Sealed bids will be received until 2:00 PM on Tuesday, July 16, 2024, at the lobby of Renton City Hall, 1055
South Grady Way, Renton, WA 98057. All supplemental documents, that are allowed to be submitted
after this date and time, shall be received at the lobby of Renton City Hall. The bids will be opened and
publicly read via Zoom video-conferencing web application at 2:00 PM, Wednesday, July 17, 2024. Any
bids received after the published bid submittal time cannot be considered and will not be accepted.
The bid opening meeting can be accessed by clicking the following link to join the Zoom meeting:
hƩps://us02web.zoom.us/j/85310635549?pwd=bOYhogWaVUhH4icDpOxakn5nPUeIno.1
Via telephone by dialing: 253-251-8782, Meeting ID: 853 1063 5549, Passcode: 160137
Zoom is free to use and is available at https://zoom.us/.
Approved plans, specifications, addenda, and plan holders list for this project are available on-line through
Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects;
Public Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in
order to receive automatic email notification of future addenda and to be placed on the Bidders List).
Contact Builders Exchange of Washington at 425-258-1303 should you require further assistance.
The City of Renton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C.
2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A,
Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted programs of the Department
of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure
that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises
as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation
and will not be discriminated against on the grounds of race, color, national origin, or sex in
consideration for an award.
The improvement for which bids will be received is described below:
The work to be performed under these specifications consists of furnishing all labor, tools, materials,
and equipment necessary for construction of the 2024 SLURRY SEAL PROJECT. This contract provides for
the preparation and installation of Slurry Seal Type II to existing asphalt streets, pavement marking
removal and replacement, street surface preparation, herbicide application, vegetation trimming, street
sweeping and other work, all in accordance with the attached Contract Plans, these Contract Provisions,
and the Standard Specifications. The estimated cost for this project is $850,000.
Jason A. Seth, City Clerk
Published: July 2, 2024, and July 9, 2024
Daily Journal of Commerce
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
II. INFORMATION FOR BIDDERS
Information and Checklist for Bidders
Page 1 of 3 2024
INFORMATION AND CHECKLIST FOR BIDDERS
The following supplements the information in the Call for Bids:
1. Special Project Information. The Contract Documents, including Standard Specifications, and
all applicable laws and regulations apply to this project. The following items particular to this
project are repeated here for emphasis:
a. Prevailing Wages. This project does not include federal funding. Therefore, only State
Prevailing Wages must be paid on this project. The Prevailing Wages in effect at time
of Advertisement are provided in Appendix B. It is the Bidder’s responsibility to obtain
wage information for any work classifications that are not included.
b. Traffic Control, Hours of Work and Street Closure. Refer to Special Provision Section 1-
07.23 for duration, requirements and restrictions, and Section 1-08.2(2) for Hours of
Work.
2. Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing by the close of business five (5) business
days preceding the bid opening to allow a written reply t o reach all prospective Bidders
before the submission of their Bids. Oral explanations, interpretations, or instructions given
by anyone before the Award of Contract will not be binding on the City of Renton.
3. If a bidder has any questions regarding the project, the bidder may
• Submit questions via e-mail: mailto: hbernardo@rentonwa.gov. Put “2024 Sully Seal
Project” in the subject line
No other type of inquiry will be accepted.
4. All bids must be self -explanatory. Partial bids will not be accepted. No opportunity will be
offered for oral explanation except as the City of Renton may request further information on
particular points. The bidder shall, upon request, furnish information to the City of Renton
as to their financial and practical ability to satisfactorily perform the work.
5. The construction contract will be awarded by the City of Renton to the lowest responsible,
responsive bidder. The total bid amount of all schedules combined will be used to
determine the low bidder.
6. The City of Renton reserves the right to reject any and all bids or waive any and/or all
informalities.
7. Payment for this work will be made in cash warrants.
8. Bidders are not required to be in possession of a current City of Renton business license in
order to bid on City projects. However, Contractors and all subcontractors of all tiers must
Information and Checklist for Bidders
Page 2 of 3 2024
be in possession of a current City business license while conducting work in the City.
9. Bidding Checklist
Each bid must be submitted in a sealed envelope bearing on the outside the name and
address of the Bidder, and the name and number of the project for which the bid is submitted.
It is the responsibility of each bidder to ascertain if all the documents listed below and in the
Table of Contents are included in their copy of the Contract Provisions. If documents are
missing, it is the sole responsibility of the Bidder to contact the City of Renton to obtain th e
missing documents prior to the date and time that bids are due.
The following forms and documents shall be submitted with the bid.
a. Project Proposal Bid Summary - The form included in these Bid Documents must be used;
no substitute will be accepted.
b. Proposal Cover Page – The form included in these Bid Documents must be used; no
substitute will be accepted.
c. Schedule of Prices – The form(s) included in these Bid Documents must be used; no
substitute will be accepted. Bidders must bid on all schedules and items shown on the
Schedule of Prices. If any unit price is left blank, it will be considered no charge for that
bid item, regardless of what has been placed in the extension column.
d. Non-Collusion Declaration – The form included in these Bid Documents must be used; no
substitute will be accepted.
e. Local Agency Subcontractor List - This form is available at
http://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, print and complete
the form to include with Bid. The DOT Form, DOT Form Number and revision date must
match the form included in these Bid Documents, otherwise the Bid will be considered
irregular and non-responsive and the Bid will be rejected.
f. Proposal for Incorporating Recycled Materials into the Project – The form included in
these Bid Documents must be used; no substitute will be accepted.
g. Contractor Certification, Wage Law Compliance – Responsibility Criteria, Washington
State Public Works Contracts – This form is available at
http://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, complete, print and
sign the form to include with Bid. The DOT Form, DOT Form Number and revision date
must match the form included in these Bid Documents, otherwise the Bid will be
considered irregular and non-responsive and the Bid will be rejected.
h. Proposal Signature Page – The form included in these Bid Documents must be used; no
substitute will be accepted. Evidence of signatory’s authority to sign the Proposal on
Information and Checklist for Bidders
Page 3 of 3 2024
behalf of the business entity shall be submitted with the Bid. Otherwise, the submitted
Bid will be considered irregular and non -responsive and the Bid may be rejected.
i. Proposal Bid Bond to the City of Renton – The form included in these Bid Documents
must be used; no substitute will be accepted. If an attorney-in-fact signs bond, the power
of attorney authorizing such execution must be current and enforceable, be properly
executed by the Surety in accordance with the Surety’s by-laws or other applicable rules
and resolutions, and include all necessary corporate seals, signatures, and notaries.
10. Contract Checklist
The following documents are to be executed by the successful Bidder after the Contract is
awarded.
a. Agreement – The form included in these Bid Documents must be used; no substitute will
be accepted. Two originals shall be executed by the successful Bidder.
b. Contract Bond – The form included in these Bid Documents must be used; no substitute
will be accepted. Two originals shall be executed by the successful Bidder and its surety
company. This bond covers successful completion of all work and payment of all laborers,
subcontractors, suppliers, etc. If an attorney-in-fact signs bond, the power of attorney
authorizing such execution must be current and enforceable, be properly executed by the
Surety in accordance with the Surety’s by-laws or other applicable rules and resolutions,
and include all necessary corporate seals, signatures, and notaries.
c. Fair Practices Policy Affidavit of Compliance – The form included in these Bid Documents
must be used; no substitute will be accepted.
d. Certificates of Insurance – To be executed by an insurance company acceptable to the
City, on ACORD Forms. Required coverages are listed in Section 1-07.18 of the Special
Provisions. The City of Renton shall be named as “Additional Insured” on the insurance
policies as well as the entities listed in Section 1 -07.18(2) of the Special Provisions.
e. Retainage – Refer to Standard Spec. Section 1-09.9(1), Retainage.
2024 Slurry Seal Project Summary of Fair Practices Policy
Page 1 of 1 2024
2024 Slurry Seal Projecr Summary of American Disabilities Act Policy
Page 1 of 1 2024
City of Renton
Contract Provisions for
2024 Slurry Seal Project
III.PROJECT DESCRIPTION
ID Street Name From Street To Street Leght Width Area (SF)Area (SY)
Double
Profiled
Yellow
Centerline
Per WSDOT
STD Plan M-
20.20-02.
(LF)
Do not Block white
crosshatch line
Intersection Marking -
Per Figure 3B-24, Do
not Block Intersection
Markings of the
MUTCD, 11th edition
(EA)
Profiled White Line per
Per WSDOT STD Plan M-
20.20-02.
(LF)
Profiled
White Wide
Line per Per
WSDOT STD
Plan M-20.20-
02.
(LF)
Cross walk line
per City of
Renton Standard
Plan 127
(SF)
Stop Line
Per City
of
Renton
Standard
Plan 109
Type 3 SL
(left) traffic
arrow per
WSDOT Sta
Plan M 24.40-
02.
Type 2 SR
(right)
traffic
arrow per
WSDOT Sta
Plan M
24.40-02.
RPMs Type 2 Per
WSDOT STD Plan
M-20.30-04. (EA)
1 NE 33rd Pl Monterey Ln NE Aberdeen Ave NE 198 31 6138 682
2 NE 34th Pl Monterey Ct NE Monterey Ln NE 153 32 4896 544
3 Aberdeen Ave NE Aberdeen Ave NE NE 33rd St. 439 33 14487 1610
4 Monterey Ave NE NE 19th Pl NE 20th St 287 32 9184 1020 16
5 NE 19th Pl EOR W Monterey Ave NE 263 29 7627 847
6 Monterey Ave NE NE 19th Pl NE 17th Pl 553 32 17696 1966
7 NE 17th Pl EOC W Monterey Ave NE 288 32 9216 1024
8 Jones Ave NE NE 20th St NE 324th St 1229 21 25809 2868 1212
9 109th Ave SE SE 179th Pl SE Petrovitsky Rd 1209 20 24180 2687 12
10 118th Ave SE SE 180th St SE 176th Ct 1320 30 39600 4400 230
11 Newport Ct SE SE 16th Pl EOC N 351 30 10530 1170
12 Kennewick Cir SE SE 18th Pl EOC NE 175 20 3500 389
13 SE 186th St 120th Ave SE EOR SE 843 26 21918 2435
14 SE 18th Pl Kennewick Cir SE Lincoln Cr. SE 358 32 11456 1273
15 SE 184th Pl EOC W 112 Ave SE 548 20 10963 1218
16 110th Pl SE EOR S SE 170th St 235 30 7050 783
17 SE 170th St 110th Pl SE SE 109th PL SE 373 30 11190 1243
18 121st Ln SE SE 175th Ln SE 175th St 170 33 5610 623
19 SE 180th St 105th Pl SE 108th Ave SE 752 32 24064 2674 1278 1 278 330 26 2 2 32
20 SE 169th Pl 109th Pl SE EOC NE 594 25 14850 1650
21 109th Pl SE SE 170th St.SE 169th Pl 157 25 3925 436
22 114th Ln SE SE 171st Pl SE 171st St 197 21 4137 460
23 SE 172nd St 105th Ave SE 106th Ave SE 376 33 12408 1379 446
24 113th Way SE 114th Ct SE SE 188th Pl 470 28 13160 1462
25 112th Ave SE SE 179th St EOC N 1077 33 35541 3949
26 Shelton Ave NE Shelton Ave NE EOC E 192 20 3840 427
27 Shelton Ave NE NE 7th St NE 7th St 260 26 6760 751
28 Edmonds Ave NE NE 1st St NE 3rd St 564 31 17484 1943 2
29 Field Ave NE NE Sunset Blvd Field Pl NE 958 36 34488 3832
30 Field Ave NE Field Pl NE NE 19th CT 34 215 7310 812
31 Queen Ave NE NE 5th St NE 5th Ct 456 31 14136 1571
32 Queen Ave NE NE 5th Ct NE 6th St 136 17 2312 257
33 Redmond Pl NE NE 12th St NE sunset Blvd 1314 33 43362 4818 315
Project Description:
This Contract provides for the preparation and installation of Slurry Seal Type II to existing asphalt streets, pavement marking removal and replacement, street surface preparation, herbicide application,
vegetation trimming, street sweeping and other work, all in accordance with these Contract Provisions, and the Standard Specifications.
Interactive map available at:
Kennydale Community Planning Area
Benson Community Planning Area
Highlands Community Planning Area
https://maps.rentonwa.gov/Html5viewer/Index.html?viewer=COR_Maps_2024.HTML5&project=56ad51e33485489d8a9a46f128759a90
ID Street Name From Street To Street Leght Width Area (SF)Area (SY)
Double
Profiled
Yellow
Centerline
Per WSDOT
STD Plan M-
20.20-02.
(LF)
Do not Block white
crosshatch line
Intersection Marking -
Per Figure 3B-24, Do
not Block Intersection
Markings of the
MUTCD, 11th edition
(EA)
Profiled White Line per
Per WSDOT STD Plan M-
20.20-02.
(LF)
Profiled
White Wide
Line per Per
WSDOT STD
Plan M-20.20-
02.
(LF)
Cross walk line
per City of
Renton Standard
Plan 127
(SF)
Stop Line
Per City
of
Renton
Standard
Plan 109
Type 3 SL
(left) traffic
arrow per
WSDOT Sta
Plan M 24.40-
02.
Type 2 SR
(right)
traffic
arrow per
WSDOT Sta
Plan M
24.40-02.
RPMs Type 2 Per
WSDOT STD Plan
M-20.30-04. (EA)
34 NE 24th St City Limits NE 24th Ct 567 33 18711 2079
35 NE 20th St.Kirkland Ave NE Kirkland Pl NE 403 21 8463 940 24
36 Kirkland Pl NE NE 20th St EOC S 688 25 17200 1911
37 Bremerton Ave NE 18th St NE NE 21th St 636 34 21624 2403 16
38 NE 18th St Bremerton Ave NE NE 18th St. 291 32 9312 1035
39 NE 21st Pl Bremerton Ave NE EOC E 641 32 20512 2279
40 NE 19th St Bremerton Ave NE Chelan Pl NE 486 32 15552 1728
41 A St NE 4th Ct NE 4th Cir 343 24 8232 915
42 Elma Ave NE NE 1st Pl NE 1st Ct 232 30 6960 773
43 NE 1st St. Duval Elma 382 30 11460 1273 24
44 Redmond Ave NE NE 9th St NE 10th St 258 28 7224 803 48
45 NE 21st St Harrington Pl NE EOR E 283 20 5660 629
46 Bremerton Ave NE NE 6th Pl NE 7th St 315 34 10710 1190
47 Anacortes Ave SE SE 4th St SE 3rd Pl 289 26 7514 835
48 Glennwood Ct NE Ferndale Ave NE EOC NE 443 20 8860 984
49 NE 10th Pl Anacortes Ct NE Anacortes Ave NE 254 32 8128 903
50 Ferndale Ave NE NE 5th Pl NE 6th pl 271 26 7046 783
51 Queen Pl NE EOC S NE 19th St 447 27 12069 1341
52 NE 5th Ct Union Ave NE Vashon Pl NE 527 33 17391 1932 32
53 NE 13th St Dayton Pl NE Edmonds Ave NE 179 33 5907 656
54 Field Ave NE NE 19th CT NE 20th St 389 34 13226 1470
55 NE 20th St Field Ave NE Hoquiam Ave NE 115 34 3910 434
56 Hoquiam Ave NE NE 20th St End of Culdesac 338 30 10140 1127
57 NE 20th St Hoquiam Ave NE Hoquiam PL NE 248 34 8432 937
58 Hoquiam PL NE NE 20th St End of Culdesac 605 30 18150 2017
59 NE 19th St Hoquiam PL NE End of Culdesac 395 34 13430 1492
60 NE 20th St Hoquiam PL NE Ilwaco Ave NE 288 34 9792 1088
61 NE 20th St Ilwaco Ave NE End of road east 146 30 4380 487
62 NE 18th CT Ilwaco Ave NE End of Culdesac 341 30 10230 1137
63 Ilwaco Ave NE NE 20th St Ilwaco Ave NE 311 30 9330 1037 17
64 Ilwaco Ave NE NE 18th Ct.Ilwaco Ave NE 354 33 11682 1298
65 Ilwaco Ave NE Bulo OutIlwaco Ave NE Ilwaco Ave NE 212 33 6996 777
66 Field Pl NE Field Ave NE NE 18TH Ct. 739 30 22170 2463
67 NE 18th Ct Field Pl NE End of Culdesac 345 30 10350 1150
68 Field Pl NE NE 17th Ct NE 18th Ct 461 30 13830 1537
69 NE 17th St Field Pl NE Hoquiam PL NE 149 30 4470 497
70 Hoquiam PL NE NE 17th St End of Culdesac 293 30 8790 977
71 NE 17th St Hoquiam PL NE Ilwaco Ave NE 382 32 12224 1358
72 Ilwaco Ave NE Ilwaco Ave NE NE 17th St 456 30 13680 1520
73 Ilwako NE Bulb Ilwaco Ave NE Ilwaco Ave NE 189 33 6237 693
74 Ilwaco Ave NE NE 16th St End of Culdesac 582 33 19206 2134
75 Ilwaco Ave NE NE 16th St NE 17th St 211 32 6752 750
76 NE 16th St Ilwaco Ave NE Lyons Pl NE 735 30 22050 2450
77 137Th Ter 160th Ave SE 161st Pl SE 512 24 12288 1365
78 158th Ave SE CL S NE 4th St 343 23 7889 877
79 Lyons Ave NE EOC SE NE 13th St 339 20 6780 753
80 Pasco Pl NE NE 7th Pl EOR N 145 24 3480 387
81 Pasco Pl NE NE 7th St NE 7th Pl 329 25 8225 914
East Plateau Community Planning Area
ID Street Name From Street To Street Leght Width Area (SF)Area (SY)
Double
Profiled
Yellow
Centerline
Per WSDOT
STD Plan M-
20.20-02.
(LF)
Do not Block white
crosshatch line
Intersection Marking -
Per Figure 3B-24, Do
not Block Intersection
Markings of the
MUTCD, 11th edition
(EA)
Profiled White Line per
Per WSDOT STD Plan M-
20.20-02.
(LF)
Profiled
White Wide
Line per Per
WSDOT STD
Plan M-20.20-
02.
(LF)
Cross walk line
per City of
Renton Standard
Plan 127
(SF)
Stop Line
Per City
of
Renton
Standard
Plan 109
Type 3 SL
(left) traffic
arrow per
WSDOT Sta
Plan M 24.40-
02.
Type 2 SR
(right)
traffic
arrow per
WSDOT Sta
Plan M
24.40-02.
RPMs Type 2 Per
WSDOT STD Plan
M-20.30-04. (EA)
82 NE 7th Pl Nile Ave NE Pasco Pl. NE 785 18 14130 1570
83 Jericho Ave NE NE 5th Pl NE 6th St 340 18 6120 680
84 NE 5th PL Ilwako Ave NE Jericho Ave NE 302 31 9362 1040
85 NE 3rd St Hoquiam Ave NE Jericho Ave NE 679 33 22407 2490 28
86 Lyons Pl NE NE 5th Cir NE 6th St 539 22 11858 1318
87 Shadow Ave NE NE 5th Ct NE 6th St 159 31 4929 548 16
88 Lyons Ave SE SE 1st Pl NE 1st St 332 31 10292 1144 215 12
89 Hoquiam Ave NE NE 1st Ct NE 2nd St 335 31 10385 1154
90 163rd Ave SE SE 141st St SE 140th St 278 24 6672 741
91 Lyons Pl NE NE 16th St NE 17th St 152 29 4408 490 18
92 NE 17th St Lyons Pl NE Lyons Ave NE 236 30 7080 787
93 Lyons Ave NE NE 17th St End of Culdesac 527 30 15810 1757
94 NE 17th St Lyons Ave NE Mt Baker Ave NE 160 29 4640 516
95 Mt Baker Ave NE NE 17th St End of Culdesac 433 30 12990 1443
96 NE 17th St Mt Baker Ave NE Mt Baker Pl NE 120 31 3720 413
97 Mt Baker PL NE NE 17th St End of Road 197 28 5516 613
98 NE 17th St Mt Baker Pl NE 148th Ave SE 242 30 7260 807 16
99 NE 17th St Lyons Pl NE Bulb Out 351 30 10530 1170
100 Kitsap Pl NE Bulb Out End of Road North 493 30 14790 1643
101 SE 187th Pl EOC West EOC E 958 30 28740 3193
102 103rd Ave SE S 36th Pl Cedar Ave SE 151 33 4983 554
103 SE 187th Ct 104th Pl SE EOC E 222 65 14430 1603
104 104th Pl SE SE 187th Pl SE 187th Ct. 240 32 7680 853
105 102nd Ave SE SE 190th St SE 188th St 603 33 19899 2211
106 S 47th Pl Main Ave S EOR W 550 33 18150 2017 20
107 SE 196th St EOR W 106th Ave SE 652 15 9780 1087
108 S 26th St Talbot Rd S Shattuck Ct S 423 34 14382 1598
109 Shattuck Ct S S 26th St End of Road 134 32 4288 476 90 6
110 S 26th St Shattuck Ct S Whitworth Ct S 155 34 5270 586 40 2
111 Whitworth Ct S S 26th St End of Culdesac 395 30 11850 1317
112 S 26th St Whitworth Ct S Morris Ave S 291 34 9894 1099 50 6
113 Morris Ave S S 26th St S 26th Ct 226 30 6780 753
114 S 26th Ct Morris Ave S End of Culdesac 299 30 8970 997
115 Morris Ave S S 26th Ct S 25th St 173 30 5190 577
116 S 25th St Morris Ave S Smithers Ave S 321 30 9630 1070
117 S 25th St Smithers Ave S Burnett Ct S 226 30 6780 753
118 Burnett Ct S S 25th St End of Culdesac 415 30 12450 1383
119 Smithers Ave S S 25th St S 27th St 596 30 17880 1987
120 S 27th St Smithers Ave S End of Road 438 34 14892 1655
121 S 27th St Smithers Ave S Morris Ave S 354 34 12036 1337
122 Morris Ave S S 26th St S 27th Ct 137 34 4658 518 16
123 S 27th Ct Morris Ave S End of Culdesac 355 30 10650 1183
124 Morris Ave S S 27th Ct S 27th St 275 34 9350 1039
125 Morris Ave S S 27th St S 28th Ct 270 34 9180 1020
126 S 28th Ct Morris Ave S End of Culdesac 556 30 16680 1853
127 Morris Ave S S 28th Ct S 29th Ct 307 34 10438 1160
128 S 29th Ct Morris Ave S End of Culdesac 519 30 15570 1730
129 Morris Ave S S 29th Ct S 30th Pl 249 34 8466 941
Talbot Community Planning Area
ID Street Name From Street To Street Leght Width Area (SF)Area (SY)
Double
Profiled
Yellow
Centerline
Per WSDOT
STD Plan M-
20.20-02.
(LF)
Do not Block white
crosshatch line
Intersection Marking -
Per Figure 3B-24, Do
not Block Intersection
Markings of the
MUTCD, 11th edition
(EA)
Profiled White Line per
Per WSDOT STD Plan M-
20.20-02.
(LF)
Profiled
White Wide
Line per Per
WSDOT STD
Plan M-20.20-
02.
(LF)
Cross walk line
per City of
Renton Standard
Plan 127
(SF)
Stop Line
Per City
of
Renton
Standard
Plan 109
Type 3 SL
(left) traffic
arrow per
WSDOT Sta
Plan M 24.40-
02.
Type 2 SR
(right)
traffic
arrow per
WSDOT Sta
Plan M
24.40-02.
RPMs Type 2 Per
WSDOT STD Plan
M-20.30-04. (EA)
130 S 30th Pl Morris Ave S End of Culdesac 390 30 11700 1300
131 Morris Ave S S 30th Pl S 30th Ct 237 34 8058 895
132 S 30th Ct Morris Ave S End of Culdesac 366 33 12078 1342
133 Morris Ave S S 30th Ct S 31st Ct 181 34 6154 684
134 S 31st Ct Morris Ave S End of Culdesac 460 33 15180 1687
135 S 31st St S 31st Ct Smithers Ct S 545 34 18530 2059
136 Smithers Ct S S 31st St End of Culdesac 298 33 9834 1093
137 S 31st St Smithers Ct S Whitworth Ave S 310 35 10850 1206
138 S 31st St Whitworth Ave S End of Culdesac 643 30 19290 2143
139 Whitworth Ave S S 31st St S 30th Pl 255 34 8670 963
140 S 30th Pl Whitworth Ave S End of Culdesac 310 30 9300 1033
141 Whitworth Ave S S 30th Pl S 29th Pl 252 34 8568 952
142 S 29th Pl Whitworth Ave S End of Culdesac 352 30 10560 1173
143 Whitworth Ave S S 29th Pl S 28th Pl 497 34 16898 1878
144 S 28th Pl Whitworth Ave S End of Culdesac 406 30 12180 1353
145 S 27th Pl S 28th Pl Talbot Rd S 380 33 12540 1393
146 S 3rd Aly Shattuck Ave S Whitworth Ave S 315 15 4725 525
147 140th Ct SE SE 158th St EOC S 354 33 11682 1298
148 SE 157th st SE 157th St SE 156th Ct 157 25 3925 436
149 SW 3rd Pl Thomas Ave SW Earlington Ave SW 620 19 11780 1309 24
City Center Community Planning Area
West Hill Community Planning Area
Cedar River Community Planning Area
16,110
1,343
2024 Slurry Seal Treatment Map 1
Kennydale Community Planning Area Legend
9130456 Feet
Notes
913
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
Streets
Parks
Waterbodies
Designated Neighborhoods
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
36,112
3,009
2024 Slurry Seal Treatment Map 2
Benson Community Planning Area Legend
2,04601,023 Feet
Notes
2,046
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
Streets
Parks
Waterbodies
Designated Neighborhoods
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
36,112
3,009
2024 Slurry Seal Treatment Map 3
Benson Community Planning Area Legend
2,04601,023 Feet
Notes
2,046
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
City and County Boundary
Renton
<all other values>
Streets
Parks
Waterbodies
Designated Neighborhoods
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
36,112
3,009
2024 Slurry Seal Treatment Map 4
East Plateau Community Planning Area Legend
2,04601,023 Feet
Notes
2,046
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
City and County Boundary
Renton
<all other values>
Streets
Parks
Waterbodies
Designated Neighborhoods
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
36,112
3,009
2024 Slurry Seal Treatment Map 5
Talbot Community Planning Area Legend
2,04601,023 Feet
Notes
2,046
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
City and County Boundary
Renton
<all other values>
Streets
Parks
Waterbodies
Designated Neighborhoods
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
18,056
1,505
2024 Slurry Seal Treatment Map 6
City Center Planning Area Legend
1,0230512 Feet
Notes
1,023
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
City and County Boundary
Renton
<all other values>
Streets
Parks
Waterbodies
Designated Neighborhoods
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
9,028
752
2024 Slurry Seal Treatment Map 7
Cedar River Community Planning Area Legend
5120256 Feet
Notes
512
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
City and County Boundary
Renton
<all other values>
Pavement Management 2022
Streets
Parks
Waterbodies
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
9,028
752
2024 Slurry Seal Treatment Map 8
West Hill Community Planning Area Legend
5120256 Feet
Notes
512
WGS_1984_Web_Mercator_Auxiliary_Sphere
All data, information, and maps are provided "as is" without warranty or any representation of accuracy, timeliness of completeness. The
burden for determining accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the
user.
City and County Boundary
Renton
<all other values>
Pavement Management 2022
Streets
Parks
Waterbodies
2021.sid
Red: Band_1
Green: Band_2
Blue: Band_3
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
IV. PROJECT PROPOSAL
Proposal Cover Page
Page 1 of 1 2024
PROPOSAL COVER PAGE
2024 Slurry Seal Project
TO THE CITY OF RENTON
RENTON, WASHINGTON
Ladies and/or Gentlemen:
The undersigned (Bidder) hereby certify that the Bidder has examined the location and
construction details of the proposed work, has read and thoroughly understands the Contract
Documents governing the work, and the nature of the work, and the method by which
payment will be made for said work. Bidder hereby proposes to undertake and complete the
work detailed in and in accordance with these Contract Documents, for the Total Bid Amount
shown on the attached Schedule of Prices.
The Bidder understands that the quantities mentioned herein are approximate only and are
subject to increase or decrease, and hereby proposes to perform all quantities of work as either
increased or decreased in accordance with the Contract Documents.
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the
form of (check one) bid bond, or cashier's check (made payable to the City of Renton), or
postal money order (made payable to the City of Renton), in an amount equal to five percent
(5%) of the Total Bid Amount, is attached hereto.
If a bid bond is signed by an attorney-in-fact, Bidder agrees that the power of attorney authorizing
such execution must be current and enforceable, be properly executed by the Surety in
accordance with the Surety’s by-laws or other applicable rules and resolutions, and include all
necessary corporate seals, signatures, and notaries.
Bidder understands that Contract Award or Bid rejection will occur within 45 calendar days after
the opening of bids, as specified in Section 1-03.2 of the Standard Specifications.
Bidder further understands that should Bidder fail to enter into this contract in accordance with
his or her Bid and furnish a contract bond within a period of ten (10) days from the date at which
he or she is notified that he or she is the successful bidder, the Bid Proposal Deposit shall be
forfeited to the City of Renton, as set forth in RCW 35A.40.200 and RCW 35.23.352
Bidder hereby agrees to complete the Physical Work in all respects within 55 working days.
Contract time shall begin on the first working day following the Notice to Proceed date.
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
III. PROJECT PROPOSAL
BID SUMMARY
Project Name: 2024 Slurry Seal Project
City Contract Number: CAG-22-062
Company:
Address:
Telephone Number:
E-mail Address:
Total Bid Amount:
$
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
1 MOBILIZATION, CLEANUP & DEMOBILIZATION 1-09 LS 1
2
SHOULDER & STREET PREPARATION 2-01 FA
1 5,000.00
3 CRACK SEAL 5-04 FA
1 7,000.00
4
MINOR CHANGE 1-04 FA
1 10,000.00
5 PROJECT TEMPORARY TRAFFIC CONTROL 1-10 LS
1
6
REMOVAL OF PAVEMENT MARKINGS & MARKERS 8-22 LS
1
7 STREET SWEEPING 2-01 LS
1
8
SLURRY SEAL, TYPE 2 5-03 SY
193,314
9 RAISED PAVEMENT MARKER TYPE 2 8-09 HUN
0.86
10
PROFILED PLASTIC WIDE LINE 8-22 LF
755
11 PROFILED PLASTIC LINE 8-22 LF
724
12
PLASTIC STOP LINE 8-22 LF
401
13 PLASTIC CROSSWALK LINE 8-22 SF
875
14
PLASTIC DO NOT BLOCK INTERSECTION
MARKING
8-22 EA
1
15 PLASTIC TRAFFIC ARROW 8-22 EA
6
TOTAL BID AMOUNT =
*NOTE: All applicable sales tax shall be included in the unit and lump sum bid price per section 1-07.2(1) and WAC 458-20-171.
SCHEDULE OF PRICES
2024 Slurry Seal Project
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars
and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit
Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified
for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Page 1 of 1
Schedule of Prices
2024
Page 1 of 1 2024
Local Agency Subcontractor List
Prepared in compliance with RCW 39.30.060 as amended
To Be Submitted with the Bid Proposal
Project Name
Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance of the
work of structural steel installation, rebar installation, heating, ventilation and air conditioning, plumbing, as described in
Chapter 18.106 RCW, and electrical, as described in Chapter 19.28 RCW or naming more than one subcontractor to perform
the same work will result in your bid being non-responsive and therefore void.
Subcontractor(s) with whom the bidder will directly subcontract that are proposed to perform the work of structural steel installation,
rebar installation, heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as
described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name.
To the extent the Project includes one or more categories of work referenced in RCW 39.30.060, and no subcontractor is
listed below to perform such work, the bidder certifies that the work will either (i) be performed by the bidder itself, or (ii) be
performed by a lower tier subcontractor who will not contract directly with the bidder.
Subcontractor Name
Work to be performed
Subcontractor Name
Work to be performed
Subcontractor Name
Work to be performed
Subcontractor Name
Work to be performed
Subcontractor Name
Work to be performed
* Bidder’s are notified that it is the opinion of the enforcement agency that PVC or metal conduit, junction boxes, etc, are considered
electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical
current is connected during the project.
DOT Form 271-015A
Revised 06/2020
APWA-WA Division 1 Committee rev. 5/13/2022
Proposal for Incorporating Recycled Materials into the Project
In compliance with RCW 70A.205.700, the Bidder shall propose below, the total percent of
construction aggregate and concrete materials to be incorporated into the Project that are
recycled materials. Calculated percentages must be within the amounts allowed in Section
9-03.21(1)E, Table on Maximum Allowable Percent (By Weight) of Recycled Material, of the
Standard Specifications.
Proposed total percentage: _____________________________ percent.
Note: Use of recycled materials is highly encouraged within the limits shown above, but does
not constitute a Bidder Preference, and will not affect the determination of award, unless two or
more lowest responsive Bid totals are exactly equal, in which case proposed recycling
percentages will be used as a tie-breaker, per the APWA GSP in Section 1-03.1 of the Special
Provisions. Regardless, the Bidder’s stated proposed percentages will become a goal the
Contractor should do its best to accomplish. Bidders will be required to report on recycled
materials actually incorporated into the Project, in accordance with the APWA GSP in Section
1-06.6 of the Special Provisions.
Bidder:
Signature of Authorized Official:
Date:
Contractor Certification
Wage Law Compliance - Responsibility Criteria
Washington State Public Works Contracts
FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL
MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD
I hereby certify, under penalty of perjury under the laws of the State of Washington, on behalf of the firm
identified below that, to the best of my knowledge and belief, this firm has NOT been determined by a final
and binding citation and notice of assessment issued by the Washington State Department of Labor and
Industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully
violated, as defined in RCW 49.48.082, any provision of RCW chapters 49.46, 49.48, or 49.52 within three
(3) years prior to the date of the Call for Bids.
Bidder Name:
Name of Contractor/Bidder - Print full legal entity name of firm
By:
Signature of authorized person Print Name of person making certifications for firm
Title:
Title of person signing certificate
Place:
Print city and state where signed
Date:
Form 272-009
08/2017
2024 Slurry Seal Project Proposal Signature Page
Page 1 of 2 2024
PROPOSAL SIGNATURE PAGE
2024 Slurry Seal Project
By signing below, Bidder acknowledges receipt and understanding of the following Addenda to
the Bid Documents:
Addendum No. Date of Receipt Addendum No. Date of Receipt
1
3
2
4
NOTE: A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged.
The bidder is hereby advised that by signature of this proposal he/she is deemed to have
acknowledged all requirements and signed all certificates contained herein.
[Signature of Authorized Official] * [Business Name]
[Printed Name] [Address Line 1]
[Title] [Address Line 2]
[Date] [Telephone Number]
* NOTE: Evidence of the signatory’s authority to sign the Proposal on behalf of the business entity shall be
submitted with the Bid. Otherwise, the submitted Bid will be considered irregular and non -responsive
and the Bid may be rejected.
NOTE: The address and phone number listed above will be used for all communications regarding this proposal.
Type of business entity (e.g. corporation, partnership, etc.):
State of Incorporation, or State where business entity was formed:
2024 Slurry Seal Project Proposal Signature Page
Page 2 of 2 2024
WA State Contractor’s Registration #
UBI #
Industrial Insurance Account #
Employment Security Department #
State Excise Tax Registration #
DUNS #
N/A
The Surety Company which will furnish the required Contract Bond is
[Surety] [Address Line 1]
[Telephone Number] [Address Line 2]
2024 Slurry Seal Project Proposal Bid Bond to the City of Renton
Page 1 of 2 2024
PROPOSAL BID BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS, That we, [Bidder] _________________________________
of [address] ______________________________________________________ as Principal, and
[Surety] _________________________________________ a corporation organized and existing
under the laws of the State of ________________________ as a surety corporation, and qualified
under the laws of the State of Washington to become surety upon bonds of contractors with
municipal corporations, as Surety, are jointly and severally held and firmly bound unto the City
of Renton in the full sum of five (5) percent of the total bid amount of the proposal of said
Principal for the work hereinafter described, for the payment of which, well and truly to be made,
we bind ourselves and our heirs, executors, administrators and assigns, and successors and
assigns, jointly and severally, firmly by these presents.
The condition of the bond is such, that whereas the Principal herein is herewith submitting
his/her or its sealed proposal for the following public works construction project, to wit:
2024 Slurry Seal Project
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, If the said proposal bid by said Principal be accepted, and the contract be
awarded to said Principal, and if said Principal shall duly make and enter into and execute said
contract and shall furnish contract bond as required by the City of Renton within a period of ten
(10) days from and after said award, exclusive of the day of such award, then this obligation shall
be null and void, otherwise it shall remain and be in full force and effect.
IN THE EVENT, the Principal, following award, fails to execute an Agreement with the City of
Renton in accordance with the terms of the Proposal and furnish a contract bond with Surety or
Sureties approved by the City of Renton within ten (10) days from and after said award, then
Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and
forfeit to the City of Renton the amount of the Proposal Bid Bond, as set forth in RCW 35A.40.200
and RCW 35.23.352.
This Proposal Bid Bond shall be governed and construed by the laws of the State of Washington,
and venue shall be in King County, Washington.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and
sealed this ________ day of ____________________, 20______.
2024 Slurry Seal Project Proposal Bid Bond to the City of Renton
Page 2 of 2 2024
PRINCIPAL SURETY
[Principal] [Surety]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or Surety Company:
Telephone:
Surety WAOIC #
Surety NAIC #
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
V. AGREEMENT FORMS
2024 Slurry Seal Project Agreement
Page 1 of 2 2024
AGREEMENT
CONTRACT NO. CAG-24-083
THIS AGREEMENT, made and entered into this ________ day of ________________, ________
by and between the CITY OF RENTON, a municipal corporation of the State of Washington,
hereinafter referred to as “City” and _______________________________________________,
hereinafter referred to as “Contractor.”
WITNESSETH: That in consideration of the terms and conditions contained herein and attached
and made a part of this agreement, the parties hereto covenant and agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment for:
2024 Slurry Seal Project in accordance with and as described in the attached plans and
specifications, and the 2024 Standard Specifications for Road, Bridge, and Municipal
Construction, as prepared by the Washington State Department of Transportation (WSDOT)
and the Washington State Chapter of the American Public Works Association (APWA) which
are by this reference incorporated herein and made part hereof and, shall perform any
changes in the work in accord with the Contract Documents.
The Contractor shall provide and bear the expense of all equipment, work and labor, of any
sort whatsoever that may be required for the transfer of materials and for constructing and
completing the work provided for in these Contract Documents except those items
mentioned therein to be furnished by the City.
2. The City hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to provide the materials and to do and cause to be done the above described work
and to complete and furnish the same in accord with the attached plans and specifications
and the terms and conditions herein contained and hereby contracts to pay for the same
according to the attached specifications and the schedule of unit or itemized prices at the
time and in the manner and upon the conditions provided for in this contract
The sum total of all progress payments is not to exceed the Total Bid Amount listed in the
Schedule of Prices incorporated into this contract, unless the Total Bid Amount is amended
by change order(s) prepared and executed in accordance with these Contract Documents .
3. The Contractor for himself/herself, and for his/her heirs, executors, administrators,
successors, and assigns, does hereby agree to full performance of all covenants required of
the Contractor in the contract.
2024 Slurry Seal Project Agreement
Page 2 of 2 2024
4. It is further provided that no liability shall attach to the City by reason of entering into this
contract, except as provided herein.
5. In the event litigation is commenced to enforce this contract, the prevailing party shall be
entitled to recover its costs, including reasonable attorney’s and expert witness fees.
6. This contract is executed in two (2) identical counterparts, by the parties, each of which shall
for all purposes be deemed and original.
IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first
below written and the Mayor has caused this instrument to be executed by and in the name of
the City of Renton the day and year first above written.
CONTRACTOR CITY OF RENTON
[Signature of Authorized Official] * Armondo Pavone, Mayor
[Title] ATTEST
[Business Name] Jason Seth, City Clerk
[Date]
* NOTE: Evidence of the signatory’s authority to sign the Agreement on behalf of the business entity shall be
submitted.
CONTRACTOR ADDRESS FOR GIVING NOTICES CITY OF RENTON ADDRESS FOR GIVING NOTICES
Transportation Systems Division
Renton City Hall – 5th Floor
1055 South Grady Way
Renton, WA 98057
2024 Slurry Seal Project Fair Practices and Non-Discrimination Declaration
Page 1 of 1 2024
FAIR PRACTICES AND NON-DISCRIMINATION POLICY
DECLARATION
I, by signing the Agreement, hereby declare, under penalty of perjury under the laws of the
United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation affirms and subscribes to the
Fair Practices and Non-discrimination policies set forth by the law and by City of Renton
policy, adopted by Resolution No. 4085.
2. That by signing the signature page of this Agreement, I am deemed to have signed and to
have agreed to the provisions of this declaration.
2024 Slurry Seal Project Page 1 of 2 Contract Bond to the City of Renton
CONTRACT BOND TO THE CITY OF RENTON
Bond No. ________________
KNOW ALL MEN BY THESE PRESENTS, That we, (CONTRACTOR/PRINCIPAL) ______________________
of [address]________________________________________________ as PRINCIPAL , and
(SURETY)_________________________________________ a corporation organized and existing under
the laws of the State of ________________________ as a SURETY corporation, and qualified under the
laws of the State of Washington to become SURETY upon bonds of contractors with municipal
corporations, as SURETY , are jointly and severally held and firmly bound to the City of Renton
(CITY/OWNER) in the sum of________________________________________________ US Dollars
($________________________) Total Contract Amount, for the payment of which sum on demand we
bind ourselves and our heirs, successors, assigns, executors, administrators and personal
representatives, as the case may be. This obligation is entered into pursuant to the laws of the State of
Washington and the ordinances of the City of Renton.
Dated at _____________, Washington, this ________ day of ____________________, 20______.
NOW, THEREFORE THE CONDITIONS OF THE ABOVE OBLIGATION ARE AS FOLLOWS:
WHEREAS, under and pursuant to Contract No. CAG-24-083 providing for construction of the Project:
2024 Slurry Seal Project_____; the PRINCIPAL has accepted, or is about to accept, the Contract, and
undertake to perform the Work therein provided for in the manner and within the time set forth.
• The SURETY indemnifies, defends, and protects and holds the CITY/OWNER, its officers, agents, and
assigns harmless from and against all claims, liabilities, causes of action, damages, and costs for such
payments for labor, equipment, and materials by satisfying all claims and demands incurred under
the Contract, and reimbursing and paying CITY/OWNER all expenses that CITY/OWNER may incur in
making good any default by PRINCIPAL; and, against any claim of direct or indirect loss resulting from
the failure of the PRINCIPAL, its heirs, executors, administrators, successors, or assigns, (or the
subcontractors or lower tier subcontractors of the PRINCIPAL) to pay all laborers, mechanics,
subcontractors, lower tier subcontractors material persons, and all persons who shall supply such
contractor or subcontractors with provisions and supplies for the carrying on of such work; and,
against any claim of direct or indirect loss resulting from the failure of the PRINCIPAL, its heirs,
executors, administrators, successors, or assigns (or any of the employees, subcontractors, or lower
tier subcontractors of the PRINCIPAL) to faithfully perform the Contract.
• The indemnities to CITY/OWNER shall also inure to the benefit of the Consulting Engineers and other
design professionals retained by OWNER in connection with the Project.
• No change, extension of time, alteration, or addition to the terms of the Contract or to the Work to
be performed under the Contract shall in any way affect SURETY 's obligation on the Contract Bond.
SURETY , for value received, hereby waives notice of any change, extension of time, alteration, or
addition to the terms of the Contract or the Work to be performed thereunder and agrees that
modifications and changes to the terms and conditions of the Contract that increase the total amount
to be paid the PRINCIPAL shall automatically increase the obligation of the SURETY on this Contract
Bond and notice to SURETY is not required for such increased obligation.
• This Contract Bond shall be governed and construed by the laws of the State of Washington, and
venue shall be in King County, Washington.
2024 Slurry Seal Project Page 2 of 2 Contract Bond to the City of Renton
FURTHERMORE, this Contract Bond shall be satisfied and released only upon the conditions that
PRINCIPAL or SURETY:
• Faithfully performs all provisions of the Contract and changes authorized by CITY/OWNER in the
manner and within the time specified as may be extended under the Contract;
• Pay, in accordance with Chapters 39.08, 39.12 and 60.28 Revised Code of Washington (RCW), the
sums due all workers, laborers, mechanics, subcontractors, lower tier subcontractors, material
suppliers, and all other persons or agents who supply labor, equipment, or materials for carrying on
of such work under the Contract;
• Pay all taxes, increases and penalties, if any, incurred on or related to the Contract under Titles 50 and
51 Revised Code of Washington (RCW) and any and all taxes imposed on the Principle under Title 82
RCW or any other law;
• Receives a written discharge/release of bond from CITY, signed by the Mayor or by a duly authorized
representative of CITY.
This Contract Bond shall be executed in two (2) original counterparts, and shall be signed by the parties’
duly authorized officers. This Contract Bond will only be accepted if is accompanied by a fully executed
and original power of attorney for the office executing on behalf of the SURETY.
PRINCIPAL SURETY
[PRINCIPAL] [SURETY]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or SURETY Company:
Telephone:
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
V. CONTRACT SPECIFICATIONS
INTRODUCTION TO THE SPECIAL PROVISIONS
(January 4, 2024 APWA GSP, Option A)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road,
Bridge and Municipal Construction, 204 edition, as issued by the Washington State Department of
Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter
(hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by
these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the
Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various sources,
which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either
supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The
deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications
is meant to pertain only to that particular portion of the section, and in no way should it be interpreted
that the balance of the section does not apply.
The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source.
For example:
(March 8, 2013 APWA GSP)
(April 1, 2013 WSDOTGSP)
(WSDOT NWR February 11, 2002)
Project specific special provisions are labeled without a date as such:
(*****)
Also incorporated into the Contract Documents by reference are:
• Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition,
with Washington State modifications, if any
• Standard Plans for Road, Bridge and Municipal Construction , WSDOT Manual M21-01, current
edition
• City of Renton Standard Details, City of Renton Public Works Department, current edition
Contractor shall obtain copies of these publications, at Contractor’s own expense.
DESCRIPTION OF WORK
(March 13, 1995 WSDOT GSP)
This Contract provides for the preparation and installation of Slurry Seal Type II to existing asphalt streets,
pavement marking removal and replacement, street surface preparation, herbicide application,
vegetation trimming, street sweeping and other work, all in accordance with the attached Contract
Plans, these Contract Provisions, and the Standard Specifications.
DIVISION 1 – GENERAL REQUIREMENTS
1-01.3 Definitions
(January 19, 2022 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with
the following:
Dates
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest
responsible and responsive Bidder for the Work.
Contract Execution Date
The date the Contracting Agency officially binds the Agency to the Contract.
Notice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use
and benefit of the facilities, both from the operational and safety standpoint, any
remaining traffic disruptions will be rare and brief, and only minor incidental work,
replacement of temporary substitute facilities, plant establishment periods, or
correction or repair remains for the Physical Completion of the total Contract.
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation
required by the Contract and required by law does not necessarily need to be furnished
by the Contractor by this date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the
Contractor under the contract are fulfilled by the Contractor. All documentation
required by the Contract and required by law must be furnished by the Contractor
before establishment of this date.
Final Acceptance Date
The date on which the Contracting Agency accepts the Work as complete.
Supplement this Section with the following:
All references in the Standard Specifications or WSDOT General Special Provisions, to the terms
“Department of Transportation”, “Washington State Transportation Commission”, “Commission”,
“Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read
“Contracting Agency”.
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the
reference is to an administrative agency of the State of Washington, a State statute or regulation, or the
context reasonably indicates otherwise.
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated
location”.
All references to “final contract voucher certification” shall be interpreted to mean the Contracting
Agency form(s) by which final payment is authorized, and final completion and acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may,
at the discretion of the Contracting Agency, be awarded in addition to the base bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from
which the Contracting Agency may make a choice between different methods or material of construction
for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are
required by the Contract Documents, which may be a combination of a Payment Bond and a
Performance Bond.
Contract Documents
See definition for “Contract”.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work must
be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting
Agency’s acceptance of the Bid Proposal.
Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing
the Contractor to proceed with the Work and establishing the date on which the Contract time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian
traffic.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum qualifications of
RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works
project.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the Call for
Bids (Advertisement for Bids) for the work.
After award of the contract, plans and specifications will be issued to the Contractor at no cost as
detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced plans (11" x 17") 2 Furnished automatically upon
award.
Contract Provisions
2 Furnished automatically upon
award.
Large plans (e.g., 22" x 34") 0 Furnished only upon request.
Additional plans and Contract Provisions may be obtained by the Contractor from the source
stated in the Call for Bids, at the Contractor’s own expense.
1-02.4(1) General
(December 30, 2022 APWA GSP Option A)
The first sentence of the ninth paragraph, beginning with “Prospective Bidder desiring…”, is revised
to read:
Prospective Bidders desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing soon enough to allow a written reply to
reach all prospective Bidders before the submission of their Bids.
1-02.5 Proposal Forms
(July 31, 2017 APWA GSP)
Delete this section and replace it with the following:
The Proposal Form will identify the project and its location and describe the work. It will also list
estimated quantities, units of measurement, the items of work, and the materials to be furnished
at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are
not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and,
where applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name, address,
telephone number, and signature; the bidder’s UDBE/DBE/M/WBE commitment, if applicable; a
State of Washington Contractor’s Registration Number; and a Business License Number, if
applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black
ink. The required certifications are included as part of the Proposal Form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and
additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all
alternates and additives set forth in the Proposal Form unless otherwise specified.
(January 4, 2024 APWA GSP 1-02.6, Option B)
Supplement the second paragraph with the following:
4. If a minimum bid amount has been established for any item, the unit or lump sum price
must equal or exceed the minimum amount stated.
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by
the signer of the bid.
Delete the last two paragraphs, and replace them with the following:
The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance
form, provided by the Contracting Agency. Failure to return this certification as part of the Bid
Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor
Certification of Wage Law Compliance form is included in the Proposal Forms.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice
president (or other corporate officer accompanied by evidence of authority to sign).
A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy
of the partnership agreement shall be submitted with the Bid Form if any DBE requirements are to
be satisfied through such an agreement.
A bid by a joint venture shall be executed in the joint venture name and signed by a member of
the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if
any DBE requirements are to be satisfied through such an agreement.
Add the following new section:
1-02.6(1) Recycled Materials Proposal
(January 4, 2016 APWA GSP)
The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the
project, using the form provided in the Contract Provisions.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP)
Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which
represents five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder’s officer empowered to sign official statements. The signature of the
person authorized to submit the bid should agree with the signature on the bond, and the title
of the person must accompany the said signature;
6. The signature of the surety’s officer empowered to sign the bond and the power of attorney.
If so stated in the Contract Provisions, bidder must use the bond form included in the Contract
Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.7(1) Bid Bond, Cashier’s Check, Postal Money Order
(******)
Section 1-02.7(1) is an added new section:
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the
form of either a bid bond, cashier’s check or postal money order in an amount equal to five percent
(5%) of the Total Bid Amount shall be submitted with the Bid Proposal.
If the Bidder elects to provide a bid bond, the Proposal Bid Bond form included in the Bid Documents
shall be used. Otherwise, the Bid Proposal will be considered irregular and non -responsive and the
Bid Proposal will be rejected.
If the Bidder elects to provide a cashier’s check, it shall be made payable to the City of Renton.
If the Bidder elects to provide a postal money order, it shall be made payable to the City of Renton.
1-02.9 Delivery of Proposal
(January 4, 2024 APWA GSP, Option A)
Delete this section and replace it with the following:
DBE DOCUMENT SUBMITTAL REQUIREMENTS
General
Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number
as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise
required in the Bid Documents, to ensure proper handling and delivery.
To be considered responsive on a FHWA-funded project, the Bidder may be required to submit
the following items, as required by Section 1-02.6:
• DBE Utilization Certification (WSDOT 272-056)
• DBE Written Confirmation Document (WSDOT 422-031) from each DBE firm listed on the
Bidder’s completed DBE Utilization Certification
• Good Faith Effort (GFE) Documentation (if applicable)
• DBE Bid Item Breakdown (WSDOT 272-054)
Proposals that are received as required will be publicly opened and read as specified in Section 1-
02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the
time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than
that specified in the Call for Bids. The Contracting Agency will not open or consider any
“Supplemental Information” (DBE confirmations, or GFE documentation) that is received after the
time specified above, or received in a location other than that specified in the Call for Bids.
If an emergency or unanticipated event interrupts normal work processes of the Contracting
Agency so that Proposals cannot be received at the office designated for receipt of bids as
specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be
extended to the same time of day specified in the solicitation on the first work day on which the
normal work processes of the Contracting Agency resume.
T
DBE Utilization Certification (WSDOT Form 272-056)
The DBE Utilization Certification shall be received at the same location and no later than the time
required for delivery of the Proposal. The Contracting Agency will not open or consider any
Proposal when the DBE Utilization Certification is received after the time specified for receipt of
Proposals or received in a location other than that specified for receipt of Proposals. The DBE
Utilization Certification may be submitted in the same envelope as the Bid deposit.
DBE Written Confirmation (WSDOT Form 422-031) and/or GFE Documentation, (if applicable)
The DBE Written Confirmation Documents and/or GFE Documents are not required to be
submitted with the Proposal. The DBE Written Confirmation Document(s) and/or GFE (if any) shall
be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be
received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for
delivery of the Proposal. To be considered responsive, Bidders shall submit Written Confirmation
Documentation from each DBE firm listed on the Bidder’s completed DBE Utilization Certification
and/or the GFE as required by Section 1-02.6.
DBE Bid Item Breakdown (WSDOT form 272-0-54)
The DBE Bid Item Breakdown shall be received either with the Bid Proposal or as a Supplement to
the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays
and Holidays) after the time for delivery of the Proposal. The successful Bidder shall submit a
completed DBE Bid Item Breakdown, however, minor errors and corrections to DBE Bid Item
Breakdown will be returned for correction for a period up to five calendar days after bid opening
(not including Saturdays, Sundays and Holidays) DBE Bid Item Breakdown that are still incorrect after
the correction period will be determined to be non-responsive.
The DBE Bid Item Breakdown will not be included as part of the executed Contract.
1-02.10 Withdrawing, Revising, or Supplementing Proposal
(July 23, 2015 APWA GSP)
Delete this section, and replace it with the following:
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise,
or supplement it if:
1. The Bidder submits a written request signed by an authorized person and physically
delivers it to the place designated for receipt of Bid Proposals, and
2. The Contracting Agency receives the request before the time set for receipt of Bid
Proposals, and
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency
before the time set for receipt of Bid Proposals.
If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the
time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal
package to the Bidder. The Bidder must then submit the revised or supplemented package in its
entirety. If the Bidder does not submit a revised or supplemented pac kage, then its bid shall be
considered withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by
the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw,
revise, or supplement a Bid Proposal are not acceptable.
1-02.13 Irregular Proposals
(January 4, 2024 APWA GSP)
Delete this section and replace it with the following:
1. A Proposal will be considered irregular and will be rejected if:
a. The Bidder is not prequalified when so required;
b. The Bidder adds provisions reserving the right to reject or accept the Award, or enter
into the Contract;
c. A price per unit cannot be determined from the Bid Proposal;
d. The Proposal form is not properly executed;
e. The Bidder fails to submit or properly complete a subcontractor list (WSDOT Form
271-015), if applicable, as required in Section 1-02.6;
f. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise
Certification (WSDOT Form 272-056), if applicable, as required in Section 1-02.6;
g. The Bidder fails to submit Written Confirmations (WSDOT Form 422-031) from each
DBE firm listed on the Bidder’s completed DBE Utilization Certification that they are in
agreement with the bidder’s DBE participation commitment, if applicable, as required
in Section 1-02.6, or if the written confirmation that is submitted fails to meet the
requirements of the Special Provisions;
h. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as
required in Section 1-02.6, or if the documentation that is submitted fails to
demonstrate that a Good Faith Effort to meet the Condition of Award in accordance
with Section 1-07.11;
i. The Bidder fails to submit a DBE Bid Item Breakdown (WSDOT Form 272-054), if
applicable, as required in Section 1-02.6, or if the documentation that is submitted
fails to meet the requirements of the Special Provisions;
j. The Bid Proposal does not constitute a definite and unqualified offer to meet the
material terms of the Bid invitation.
2. A Proposal may be considered irregular and may be rejected if:
a. The Proposal does not include a unit price for every Bid item;
b. Any of the unit prices are excessively unbalanced (either above or below the amount
of a reasonable Bid) to the potential detriment of the Contracting Agency;
c. The authorized Proposal Form furnished by the Contracting Agency is not used or is
altered;
d. The completed Proposal form contains unauthorized additions, deletions, alternate
Bids, or conditions;
e. Receipt of Addenda is not acknowledged;
f. A member of a joint venture or partnership and the joint venture or partnership
submit Proposals for the same project (in such an instance, both Bids may be
rejected); or
g. If Proposal form entries are not made in ink.
1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option B)
Delete this section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder
responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria
1-7 listed in this Section.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility
criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets
Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section.
1. Delinquent State Taxes
A Criterion: The Bidder shall not owe delinquent taxes to the Washington State
Department of Revenue without a payment plan approved by the Department of
Revenue.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder does
not owe delinquent taxes to the Washington State Department of Revenue, or if
delinquent taxes are owed to the Washington State Department of Revenue, the
Bidder must submit a written payment plan approved by the Department of Revenue,
to the Contracting Agency by the deadline listed below.
2. Federal Debarment
A Criterion: The Bidder shall not currently be debarred or suspended by the Federal
government.
B. Documentation: The Bidder shall not be listed as having an “active exclusion” on the
U.S. government’s “System for Award Management” database (www.sam.gov).
3. Subcontractor Responsibility
A Criterion: The Bidder’s standard subcontract form shall include the subcontractor
responsibility language required by RCW 39.06.020, and the Bidder shall have an
established procedure which it utilizes to validate the responsibility of each of its
subcontractors. The Bidder’s subcontract form shall also include a requirement that
each of its subcontractors shall have and document a similar procedure to determine
whether the sub-tier subcontractors with whom it contracts are also “responsible”
subcontractors as defined by RCW 39.06.020.
B. Documentation: The Bidder, if and when required as detailed below, shall submit a
copy of its standard subcontract form for review by the Contracting Agency, and a
written description of its procedure for validating the responsibility of subcontractors
with which it contracts.
4. Claims Against Retainage and Bonds
A Criterion: The Bidder shall not have a record of excessive claims filed against the
retainage or payment bonds for public works projects in the three years prior to the
bid submittal date, that demonstrate a lack of effective management by the Bidder of
making timely and appropriate payments to its subcontractors, suppliers, and workers,
unless there are extenuating circumstances and such circumstances are deemed
acceptable to the Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall submit a list
of the public works projects completed in the three years prior to the bid submittal
date that have had claims against retainage and bonds and include for each project
the following information:
• Name of project
• The owner and contact information for the owner;
• A list of claims filed against the retainage and/or payment bond for any of the
projects listed;
• A written explanation of the circumstances surrounding each claim and the
ultimate resolution of the claim.
5. Public Bidding Crime
A Criterion: The Bidder and/or its owners shall not have been convicted of a crime
involving bidding on a public works contract in the five years prior to the bid submittal
date.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder
and/or its owners have not been convicted of a crime involving bidding on a public
works contract.
6. Termination for Cause / Termination for Default
A Criterion: The Bidder shall not have had any public works contract terminated for
cause or terminated for default by a government agency in the five years prior to the
bid submittal date, unless there are extenuating circumstances and such
circumstances are deemed acceptable to the Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder has
not had any public works contract terminated for cause or terminated for default by a
government agency in the five years prior to the bid submittal date; or if Bidder was
terminated, describe the circumstances. .
7. Lawsuits
A Criterion: The Bidder shall not have lawsuits with judgments entered against the
Bidder in the five years prior to the bid submittal date that demonstrate a pattern of
failing to meet the terms of contracts, unless there are extenuating circumstances and
such circumstances are deemed acceptable to the Contracting Agency
B. Documentation: The Bidder, if and when required as detailed below, shall sign a
statement (on a form to be provided by the Contracting Agency) that the Bidder has
not had any lawsuits with judgments entered against the Bidder in the five years prior
to the bid submittal date that demonstrate a pattern of failing to meet the terms of
contracts, or shall submit a list of all lawsuits with judgments entered against the
Bidder in the five years prior to the bid submittal date, along with a written
explanation of the circumstances surrounding each such lawsuit. The Contracting
Agency shall evaluate these explanations to determine whether the lawsuits
demonstrate a pattern of failing to meet of terms of construction related contracts
As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low
Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day
following the bid submittal deadline, a written statement verifying that the Bidder meets the
supplemental criteria together with supporting documentation (sufficient in the sole judgment
of the Contracting Agency) demonstrating compliance with the Supplemental Criteria. The
Contracting Agency reserves the right to request further documentation as needed from the low
Bidder and documentation from other Bidders as well to assess Bidder responsibility and
compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right
to obtain information from third-parties and independent sources of information concerning a
Bidder’s compliance with the mandatory and supplemental criteria, and to use that information
in their evaluation. The Contracting Agency may consider mitigating factors in determining
whether the Bidder complies with the requirements of the supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria
shall include any documents or facts obtained by Contracting Agency (whether from the Bidder
or third parties) including but not limited to: (i) financial, historical, or operational data from the
Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the
Bidder has worked, or other public agencies or private enterprises; and (iii) any additional
information obtained by the Contracting Agency which is believed to be relevant to the matter.
If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria
above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in
writing, with the reasons for its determination. If the Bidder disagrees with this determination,
it may appeal the determination within two (2) business days of the Contracting Agency’s
determination by presenting its appeal and any additional information to the Contracting
Agency. The Contracting Agency will consider the appeal and any additional information before
issuing its final determination. If the final determination affirms that the Bidder is not
responsible, the Contracting Agency will not execute a contract with any other Bidder until at
least two business days after the Bidder determined to be not responsible has received the
Contracting Agency’s final determination.
Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with
concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility
Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such
requests shall be in writing, describe the nature of the concerns, and propose specific
modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no
later than five (5) business days prior to the bid submittal deadline and address the request to
the Project Engineer or such other person designated by the Contracting Agency in the Bid
Documents.
1-02.15 Pre Award Information
(December 30, 2022 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these items or
actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all materials to
be used,
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order of and
time required for the various phases of the work,
4. A breakdown of costs assigned to any bid item,
5. Attendance at a conference with the Engineer or representatives of the Engineer,
6. Obtain, and furnish a copy of, a business license to do business in the city or county where the
work is located.
7. Any other information or action taken that is deemed necessary to ensure that the bidder is
the lowest responsible bidder.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(December 30, 2022 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of
extensions of the prices per unit and the total price. If a discrepancy exists between the price per
unit and the extended amount of any bid item, the price per unit will control. If a minimum bid
amount has been established for any item and the bidder’s unit or lump sum price is less than the
minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum
price, to the minimum specified amount and recalculate the extension. The total of extensions,
corrected where necessary, including sales taxes where applicable and such additives and/or
alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award
purposes and to fix the Awarded Contract Price amount and the amount of the contract bond.
1-03.1(1) Identical Bid Totals
(December 30, 2022 APWA GSP)
Revise this section to read:
After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-
breaker will be the Bidder with an equal lowest bid, that proposed to use the highest percentage
of recycled materials in the Project, per the form submitted with the Bid Proposal. If those
percentages are also exactly equal, then the tie-breaker will be determined by drawing as follows:
Two or more slips of paper will be marked as follows: one marked “Winner” and the other(s)
marked “unsuccessful”. The slips will be folded to make the marking unseen. The slips will be
placed inside a box. One authorized representative of each Bidder shall draw a slip from the box.
Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington
State Department of Licensing. The slips shall be unfolded and the firm with the slip marked
“Winner” will be determined to be the successful Bidder and eligible for Award of the Contract.
Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid,
and with a proposed recycled materials percentage that is exactly equal to the highest proposed
recycled materials amount, are eligible to draw.
1-03.3 Execution of Contract
(January 4, 2024 APWA GSP Option B)
Revise this section to read:
Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the
successful Bidder shall provide the information necessary to execute the Contract to the
Contracting Agency. The Bidder shall send the contact information, including the full name, email
address, and phone number, for the authorized signer and bonding agent to the Contracting
Agency.
Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for
signature by the successful bidder on the first business day following award. The number of copies
to be executed by the Contractor will be determined by the Contracting Agency.
Within 10 calendar days after the award date, the successful bidder shall return the signed
Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, a
satisfactory bond as required by law and Section 1-03.4, the Transfer of Coverage form for the
Construction Stormwater General Permit with sections I, III, and VIII completed when provided.
Before execution of the contract by the Contracting Agency, the successful bidder shall provide
any pre-award information the Contracting Agency may require under Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency
nor shall any work begin within the project limits or within Contracting Agency-furnished sites. The
Contractor shall bear all risks for any work begun outside such areas and for any materials ordered
before the contract is executed by the Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents return of the contract
documents within the calendar days after the award date stated above, the Contracting Agency may
grant up to a maximum of 10 additional calendar days for return of the documents, provided the
Contracting Agency deems the circumstances warrant it.
1-03.4 Contract Bond
(July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following:
The successful bidder shall provide executed payment and performance bond(s) for the full
contract amount. The bond may be a combined payment and performance bond; or be separate
payment and performance bonds. In the case of separate payment and performance bonds, each
shall be for the full contract amount. The bond(s) shall:
1. Be on Contracting Agency-furnished form(s);
2. Be signed by an approved surety (or sureties) that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington published by
the Office of the Insurance Commissioner,
3. Guarantee that the Contractor will perform and comply with all obligations, duties, and
conditions under the Contract, including but not limited to the duty and obligation to
indemnify, defend, and protect the Contracting Agency against all losses and claims related
directly or indirectly from any failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors
of the Contractor) to faithfully perform and comply with all contract obligations,
conditions, and duties, or
b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)
to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person,
or any other person who provides supplies or provisions for carrying out the work;
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project
under titles 50, 51, and 82 RCW; and
5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond;
and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the
president or vice president, unless accompanied by written proof of the authority of the
individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of
attorney, or a letter to such effect signed by the president or vice president).
1-03.7 Judicial Review
(December 30, 2022 APWA GSP)
Revise this section to read:
All decisions made by the Contracting Agency regarding the Award and execution of the Contract or
Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington
Law. Such review, if any, shall be timely filed in the Superior Court of the county where the
Contracting Agency headquarters is located, provided that where an action is asserted against a
county, RCW 36.01.050 shall control venue and jurisdiction.
1-04 SCOPE OF THE WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and
Addenda
(December 30, 2022 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of
precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposal Form,
3. Special Provisions,
4. Contract Plans,
5. Standard Specifications,
6. Contracting Agency’s Standard Plans or Details (if any), and
7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-04.4 Changes
(January 19, 2022 APWA GSP)
The first two sentences of the last paragraph of Section 1-04.4 are deleted.
1-05 CONTROL OF WORK
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time specified in a
written notice from the Engineer, or fails to perform any part of the work required by the Contract
Documents, the Engineer may correct and remedy such work as may be identified in the written
notice, with Contracting Agency forces or by such other means as the Contracting Agency may
deem necessary.
If the Contractor fails to comply with a written order to remedy what the Engineer determines to
be an emergency situation, the Engineer may have the defective and unauthorized work corrected
immediately, have the rejected work removed and replaced, or have work the Contractor refuses
to perform completed by using Contracting Agency or other forces. An emergency situation is any
situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe,
or might cause serious risk of loss or damage to the public.
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and
remedying defective or unauthorized work, or work the Contractor failed or refused to perform,
shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to
become due, the Contractor. Such direct and indirect costs shall include in particular, but without
limitation, compensation for additional professional services required, and costs for repair and
replacement of work of others destroyed or damaged by correction, removal, or replacement of
the Contractor’s unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the
performance of the work attributable to the exercise of the Contracting Agency’s rights provided
by this Section.
The rights exercised under the provisions of this section shall not diminish the Contracting
Agency’s right to pursue any other avenue for additional remedy or damages with respect to the
Contractor’s failure to perform the work as required.
1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA GSP)
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so
notify the Engineer and request the Engineer establish the Substantial Completion Date. The
Contractor’s request shall list the specific items of work that remain to be completed in order to
reach physical completion. The Engineer will schedule an inspection of the work with the
Contractor to determine the status of completion. The Engineer may also establish the Substantial
Completion Date unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the work is substantially
complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set
the Substantial Completion Date. If, after this inspection the Engineer does not consider the work
substantially complete and ready for its intended use, the Engineer will, by written notice, so
notify the Contractor giving the reasons therefor.
Upon receipt of written notice concurring in or denying substantial completion, whichever is
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized
interruption, the work necessary to reach Substantial and Physical Completion. The Contractor
shall provide the Engineer with a revised schedule indicating when the Contractor expects to
reach substantial and physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date
and the Contractor considers the work physically complete and ready for final inspection.
1-05.11(2) Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection, the
Contractor by written notice, shall request the Engineer to schedule a final inspection. The
Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final
inspection and the Engineer will notify the Contractor in writing of all particulars in which the final
inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take
such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall
be pursued vigorously, diligently, and without interruption until physical completion of the listed
deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have
been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written
notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take
whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7.
The Contractor will not be allowed an extension of contract time because of a delay in the
performance of the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting
Agency, in writing, of the date upon which the work was considered physically complete. That date
shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the
work or that all the obligations of the Contractor under the contract have been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and
operable system. Therefore when the work involves the installation of machinery or other
mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems;
buildings; or other similar work it may be desirable for the Engineer to have the Contractor
operate and test the work for a period of time after final inspection but prior to the physical
completion date. Whenever items of work are listed in the Contract Provisions for operational
testing they shall be fully tested under operating conditions for the time period specified to
ensure their acceptability prior to the Physical Completion Date. During and following the test
period, the Contractor shall correct any items of workmanship, materials, or equipment which
prove faulty, or that are not in first class operating condition. Equipment, electrical controls,
meters, or other devices and equipment to be tested during this period shall be tested under the
observation of the Engineer, so that the Engineer may determine their suitability for the purpose
for which they were installed. The Physical Completion Date cannot be established until testing
and corrections have been completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully
complete operational testing, shall be included in the unit contract prices related to the system
being tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s
guaranties or warranties furnished under the terms of the contract.
Add the following new section:
1-05.12(1) One-Year Guarantee Period
(March 8, 2013 APWA GSP)
The Contractor shall return to the project and repair or replace all defects in workmanship
and material discovered within one year after Final Acceptance of the Work. The Contractor
shall start work to remedy any such defects within 7 calendar days of re ceiving Contracting
Agency’s written notice of a defect, and shall complete such work within the time stated in
the Contracting Agency’s notice. In case of an emergency, where damage may result from
delay or where loss of services may result, such corrections may be made by the Contracting
Agency’s own forces or another contractor, in which case the cost of corrections shall be paid
by the Contractor. In the event the Contractor does not accomplish corrections within the
time specified, the work will be otherwise accomplished and the cost of same shall be paid by
the Contractor.
When corrections of defects are made, the Contractor shall then be responsible for
correcting all defects in workmanship and materials in the corrected work for one year after
acceptance of the corrections by Contracting Agency.
This guarantee is supplemental to and does not limit or affect the requirements that the
Contractor’s work comply with the requirements of the Contract or any other legal rights or
remedies of the Contracting Agency.
1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
1-05.15 Method of Serving Notices
(March 25, 2009 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Project Engineer. All
correspondence from the Contractor constituting any notification, notice of protest, notice of
dispute, or other correspondence constituting notification required to be furnished under the
Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project
Engineer's office. Electronic copies such as e-mails or electronically delivered copies of
correspondence will not constitute such notice and will not comply with the requirements of the
Contract.
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
Section 1-05.16 is an added new section.
The Contractor shall make necessary arrangements, and shall bear the costs for power and water
necessary for the performance of the work, unless the contract includes power and water as a pay
item.
1-05.17 Contractor’s Daily Diary
(******)
Section 1-05.17 is an added new section.
The Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of
this Work. This Diary will be created by pen entries in a hard-bound diary book of the type that is
commonly available through commercial outlets. The Diary must contain the Project and Number if
the Diary is in loose-leaf form, this information must appear on every page. The Diary must be kept
and maintained by Contractor’s designated project superintendent(s). Entries must be made on a
daily basis and must accurately represent all of the project activities on each day.
At a minimum, the Diary shall show on a daily basis:
1. The day and date.
2. The weather conditions, including changes throughout the day.
3. A complete description of the work accomplished during the day with adequate references to
the Plans and Contract Provisions so that the reader can easily and accurately identify said work
in the Plans. Identify location/description of photographs or videos taken that day.
4. An entry for each and every changed condition, dispute or potential dispute, incident, accident,
or occurrence of any nature whatsoever which might affect Contractor, Contracting Agency, or
any third party in any manner.
5. Listing of any materials received and stored on- or off-site by Contractor for future installation,
to include the manner of storage and protection of the same.
6. Listing of materials installed during each day.
7. List of all subcontractors working on-site during each day.
8. List of the number of Contractor’s employees working during each day by category of
employment.
9. List of Contractor’s equipment working on the site during each day. Idle equipment on the site
shall be listed and designated as idle. Equipment on stand-by on the site shall be listed and
designated as on stand-by.
10. Notations to explain inspections, testing, stake-out, and all other services furnished by
Contracting Agency or other party during each working day on-site.
11. Entries to verify the daily (including non-working days) inspection and maintenance of traffic
control devices and condition of the traveled roadway surfaces. Contractor shall not allow any
conditions to develop that would be hazardous to the public.
12. Any other information that serves to give an accurate and complete record of the nature,
quantity, and quality of Contractor’s progress on each day.
13. Plan markups showing locations and dimensions of constructed features to be used by Engineer
to produce record drawings.
14. All pages of the diary must be numbered consecutively with no omissions in page numbers.
15. Each page must be signed and dated by the Contractor’s official representative on the project.
Contractor may use additional sheets separate from the diary book if necessary to provide a
complete diary record, but they must be signed, dated, and labeled with project name and number.
It is expressly agreed between Contractor and Contracting Agency that the Daily Diary maintained
by Contractor shall be the “Contractor’s Book of Original Entry” for the documentation of any
potential claims or disputes that might arise during this Contract. Failure of the Contractor to
maintain this Diary in the manner described above will constitute a waiver of any such c laims or
disputes by Contractor.
Engineer or Contracting Agency’s representative on-site will also complete an Inspector Daily Report
(IDR) for each day work is performed.
Payment
All costs to comply with this special provision are incidental to the contract and are the responsibility
of the Contractor. The Contractor shall include all related costs in the associated bid prices of the
contract.
1-06 CONTROL OF MATERIALS
1 -06.6 Recycled Materials
(January 4, 2016 APWA GSP)
Delete this section, including its subsections, and replace it with the following:
The Contractor shall make their best effort to utilize recycled materials in the construction of the
project. Approval of such material use shall be as detailed elsewhere in the Standard
Specifications.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials that
were utilized in the construction of the project for each of the items listed in Section 9-03.21. The
report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag
and other recycled materials (e.g. utilization of on-site material and aggregates from concrete
returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075
Recycled Materials Reporting.
1-07 LEGAL RELATIONS AND RESPONSABILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well known place at the project
site, all articles necessary for providing first aid to the injured. The Contractor shall establish,
publish, and make known to all employees, procedures for ensuring immediate removal to a
hospital, or doctor’s care, persons, including employees, who may have been injured on the
project site. Employees should not be permitted to work on the project site before the Contractor
has established and made known procedures for removal of injured persons to a hospital or a
doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the
Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their
failure, or improper maintenance, use, or operation. The Contractor shall be solely and
completely responsible for the conditions of the project site, including safety for all per sons and
property in the performance of the work. This requirement shall apply continuously, and not be
limited to normal working hours. The required or implied duty of the Engineer to conduct
construction review of the Contractor’s performance does not, and shall not, be intended to
include review and adequacy of the Contractor’s safety measures in, on, or near the project site.
1-07.2 State Taxes
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2 State Sales Tax
(June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales tax.
Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should
contact the Washington State Department of Revenue for answers to questions in this area. The
Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood
tax liability.
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract
amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2)
describes this exception.
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-
funded Project) only if the Contractor has obtained from the Washington State Department of
Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051).
The Contracting Agency may deduct from its payments to the Contractor any amount the
Contractor may owe the Washington State Department of Revenue, whether the amount owed
relates to this contract or not. Any amount so deducted will be paid into the proper State fund.
1-07.2(1) State Sales Tax — Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads,
etc., which are owned by a municipal corporation, or political subdivision of the state, or by the
United States, and which are used primarily for foot or vehicular traffic. This includes storm or
combined sewer systems within and included as a part of the street or road drainage system and
power lines when such are part of the roadway lighting system. For work performed in such
cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item
prices, or other contract amounts, including those that the Contractor pays on the purchase of the
materials, equipment, or supplies used or consumed in doing the work.
1-07.2(2) State Sales Tax — Rule 170
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing
buildings, or other structures, upon real property. This includes, but is not limited to, the
construction of streets, roads, highways, etc., owned by the state of Washington; water mains and
their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and
disposal systems are within, and a part of, a street or road drainage system; telephone, teleg raph,
electrical power distribution lines, or other conduits or lines in or above streets or roads, unless
such power lines become a part of a street or road lighting system; and installing or attaching of
any article of tangible personal property in or to real property, whether or not such personal
property becomes a part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail
sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to
each payment to the Contractor. For this reason, the Contractor shall not include the retail sales
tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the
following exception.
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a
subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable
supplies not integrated into the project. Such sales taxes shall be included in the unit bid item
prices or in any other contract amount.
1-07.2(3) Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract
wholly for professional or other services (as defined in Washington State Department of Revenue
Rules 138 and 244).
1-07.9(5)A Required Documents
(December 30, 2022 APWA GSP)
This section is revised to read as follows:
All Statements of Intent to Pay Prevailing Wages, Affidavits of Wages Paid and Certified Payrolls,
including a signed Statement of Compliance for Federal-aid projects, shall be submitted to the
Engineer and to the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system.
1-07.11 Requirements for Nondiscrimination
(October 1, 2020 APWA GSP, Option A)
Supplement this section with the following:
Disadvantaged Business Enterprise Participation
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official
interpretations (i.e., Questions & Answers) apply to this Contract. As such, the requirements of this
Contract are to make affirmative efforts to solicit DBEs, provide information on who submitted a
Bid or quote and to report DBE participation monthly as described elsewhere in these Contract
Provisions. No preference will be included in the evaluation of Bids/Proposals, no minimum level of
DBE participation shall be required as a Condition of Award and Bids/Proposals may not be rejected
or considered non-responsive on that basis.
DBE Abbreviations and Definitions
Broker – A business firm that provides a bona fide service, such as professional, technical,
consultant or managerial services and assistance in the procurement of essential
personnel, facilities, equipment, materials, or supplies required for the performance of
the Contract, or, persons/companies who arrange or expedite transactions.
Certified Business Description – Specific descriptions of work the DBE is certified to
perform, as identified in the Certified Firm Directory, under the Vendor Information page.
Certified Firm Directory – A database of all Minority, Women, and Disadvantaged
Business Enterprises. The on-line Directory is available to Contractors for their use in
identifying and soliciting interest from DBE firms. The database is located under the Firm
Certification section of the Diversity Management and Compliance System web page at:
https://omwbe.diversitycompliance.com.
Commercially Useful Function (CUF)
49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a
commercially useful function when it is responsible for execution of the work of the
contract and is carrying out its responsibilities by actually performing, managing, and
supervising the work involved. To perform a commercially useful function, the DBE must
also be responsible, with respect to materials and supplies used on the contract, for
negotiating price, determining quality and quantity, ordering the material, and installing
(where applicable) and paying for the material itself. To determine whether a DBE is
performing a commercially useful function, you must evaluate the amount of work
subcontracted, industry practices, whether the amount the firm is to be paid under the
contract is commensurate with the work it is actually performing and the DBE credit
claimed for its performance of the work, and other relevant factors.”
Contract – For this Special Provision only, this definition supplements Section 1-01.3. 49
CFR 26.5 defines contract as: “… a legally binding relationship obligating a seller to furnish
supplies or services (including, but not limited to, construction and professional services)
and the buyer to pay for them. For purposes of this part, a lease is considered to be a
contract.”
Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington
State Office of Minority and Women’s Business Enterprises, as meeting the criteria
outlined in 49 CFR 26 regarding DBE certification.
Force Account Work – Work measured and paid in accordance with Section 1-09.6.
Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment
that produces on the premises the materials, supplies, articles, or equipment required
under the Contract. A DBE Manufacturer shall produce finished goods or products from
raw or unfinished material or purchase and substantially alters goods and materials to
make them suitable for construction use before reselling them.
Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, warehouse,
or other establishment in which the materials or supplies required for the performance
of a Contract are bought, kept in stock, and regularly sold to the public in the usual course
of business. To be a Regular Dealer, the DBE firm must be an established regular business
that engages in as its principal business and in its own name the purchase and sale of the
products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and
petroleum products need not own, operate or maintain a place of business if it both
owns and operates distribution equipment for the products. Any supplementing of
regular dealers’ own distribution equipment shall be by long-term formal lease
agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers’
representatives, or other persons who arrange or expedite transactions shall not be
regarded as Regular Dealers within the meaning of this definition.
DBE Goals
No DBE goals have been assigned as part of this Contract.
Affirmative Efforts to Solicit DBE Participation
The Contractor shall not discriminate on the grounds of race, color, sex, national origin, age,
or disability in the selection and retention of subcontractors, including procurement of
materials and leases of equipment. DBE firms shall have an equal opportunity to compete for
subcontracts in which the Contractor enters into pursuant to this Contract.
Contractors are encouraged to:
1. Advertise opportunities for Subcontractors or suppliers in a timely and reasonably
designed manner to provide notice of the opportunity to DBEs capable of
performing the Work. All advertisements should include a Contract Provision
encouraging participation by DBE firms. This may be accomplished through general
advertisements (e.g. newspapers, journals, etc.) or by soliciting Bids/Proposals
directly from DBEs.
2. Establish delivery schedules that encourage participation by DBEs and other small
businesses.
3. Participate with a DBE as a joint venture.
DBE Eligibility/Selection of DBEs for Reporting Purposes Only
Contractor may take credit for DBEs utilized on this Contract only if the firm is certified for the
Work being performed, and the firm performs a commercially useful function (CUF).
Absent a mandatory goal, all DBE participation that is attained on this project will be
considered as “race neutral” participation and shall be reported as such.
Crediting DBE Participation
All DBE Subcontractors shall be certified before the subcontract on which they are
participating is executed.
Be advised that although a firm is listed in the directory, there are cases where the listed firm
is in a temporary suspension status. The Contractor shall review the OMWBE Suspended DBE
Firms list. A DBE firm that is included on this list may not enter into new contracts that count
towards participation.
DBE participation is only credited upon payment to the DBE.
The following are some definitions of what may be counted as DBE participation.
DBE Prime Contractor
Only take credit for that portion of the total dollar value of the Contract equal to the
distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with
its own forces and is certified to perform.
DBE Subcontractor
Only take credit for that portion of the total dollar value of the subcontract equal to the
distinct, clearly defined portion of the Work that the DBE performs with its own forces.
The value of work performed by the DBE includes the cost of supplies and materials
purchased by the DBE and equipment leased by the DBE, for its work on the contract.
Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated
in the contract work by the DBE will not be eligible for DBE credit.
The supplies, materials, and equipment purchased or leased from the Contractor or its
affiliate, including any Contractor’s resources available to DBE subcontractors at no cost,
shall not be credited.
DBE credit will not be given in instances where the equipment lease includes the
operator. The DBE is expected to operate the equipment used in the performance of its
work under the contract with its own forces. Situations where equipment is leased and
used by the DBE, but payment is deducted from the Contractor’s payment to the DBE is
not allowed.
If a DBE subcontracts a portion of the Work of its contract to another firm, the value of
the subcontracted Work may be credited only if the DBE’s Lower-Tier Subcontractor is
also a DBE. Work subcontracted to a non-DBE shall not be credited.
Count expenditures toward race/gender-neutral participation only if the DBE is
performing a CUF on the contract.
DBE Subcontract and Lower Tier Subcontract Documents
There must be a subcontract agreement that complies with 49 CFR Part 26 and fully
describes the distinct elements of Work committed to be performed by the DBE. The
subcontract agreement shall incorporate requirements of the primary Contract.
Subcontract agreements of all tiers, including lease agreements shall be readily available
at the project site for the Engineer review.
DBE Service Provider
The value of fees or commissions charged by a DBE Broker, a DBE behaving in a manner
of a Broker, or another service provider for providing a bona fide service, such as
professional, technical, consultant, managerial services, or for providing bonds or
insurance specifically required for the performance of the contract will only be credited
as DBE participation, if the fee/commission is determined by the Contracting Agency to
be reasonable and the firm has performed a CUF.
Temporary Traffic Control
If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must
provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct control
of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard
hats, and vests).
If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE firm
must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.)
and be in total control of all items in implementing the traffic control for the project. In
addition, if the DBE firm utilizes the Contractor’s equipment, such as Transportable
Attenuators and Portable Changeable Message Signs (PCMS) no DBE credit can be taken
for supplying and operating the items.
Trucking
DBE trucking firm participation may only be credited as DBE participation for the value
of the hauling services, not for the materials being hauled unless the trucking firm is also
certified as a supplier. In situations where the DBE’s work is priced per ton, the value of
the hauling service must be calculated separately from the value of the materials in order
to determine DBE credit for hauling.
The DBE trucking firm must own and operate at least one licensed, insured and
operational truck on the contract. The truck must be of the type that is necessary to
perform the hauling duties required under the contract. The DBE receives credit for the
value of the transportation services it provides on the Contract using trucks it owns or
leases, licenses, insures, and operates with drivers it employs.
The DBE may lease additional trucks from another DBE firm. The Work that a DBE
trucking firm performs with trucks it leases from other certified DBE trucking firms qualify
for 100% DBE credit
The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for
Work done on the project. The DBE may lease trucks from a non-DBE truck leasing
company, but can only receive credit as DBE participation if the DBE uses its own
employees as drivers.
DBE credit for a truck broker is limited to the fee/commission that the DBE receives for
arranging transportation services.
Truck registration and lease agreements shall be readily available at the project site for
the Engineer review.
DBE Manufacturer and DBE Regular Dealer
One hundred percent (100%) of the cost of the manufactured product obtained from a
DBE Manufacturer can count as DBE participation.
Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regul ar
Dealer may be credited as DBE participation. If the role of the DBE Regular Dealer is
determined to be that of a pass-through, then no DBE credit will be given for its services.
If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit
shall be limited to the fee or commission it receives for its services. Regular Dealer status
and the amount of credit is determined on a Contract-by-Contract basis.
Regular Dealer DBE firms must be approved before being used on a project. The WSDOT
Approved Regular Dealer list published on WSDOT’s Office of Equal Opportunity (OEO)
web site must include the specific project for which approval is being requested. The
Regular Dealer must submit the Regular Dealer Status Request form a minimum of five
days prior to being utilized on the specific project.
Purchase of materials or supplies from a DBE which is neither a manufacturer nor a
regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the
procurement of the materials and supplies, or fees or transportation charges for the
delivery of materials or supplies required on a job site, can count as DBE participation
provided the fees are not excessive as compared with fees customarily allowed for similar
services. Documentation will be required to support the fee/commission charged by the
DBE. The cost of the materials and supplies themselves cannot be counted toward as DBE
participation.
Note: Requests to be listed as a Regular Dealer will only be processed if the requesting
firm is a material supplier certified by the Office of Minority and Women’s
Business Enterprises in a NAICS code that falls within the 42XXXX NAICS
Wholesale code section.
Procedures Between Award and Execution
After Award and prior to Execution, the Contractor shall provide the additional information
described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond
or deposit.
1. A list of all firms who submitted a bid or quote in attempt to participate in this
project whether they were successful or not. Include the business name and
mailing address.
Note: The firms identified by the Contractor may be contacted by the
Contracting Agency to solicit general information as follows: age of the
firm and average of its gross annual receipts over the past three-years.
Procedures After Execution
Commercially Useful Function (CUF)
The Contractor may only take credit for the payments made for Work performed by a
DBE that is determined to be performing a CUF. Payment must be commensurate with
the work actually performed by the DBE. This applies to all DBEs performing Work on a
project, whether or not the DBEs are COA, if the Contractor wants to receive credit for
their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are
performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its
contract by actually performing, managing, and supervising the Work involved. The DBE
must be responsible for negotiating price; determining quality and quantity; ordering the
material, installing (where applicable); and paying for the material itself. If a DBE does
not perform “all” of these functions on a furnish-and-install contract, it has not
performed a CUF and the cost of materials cannot be counted toward DBE COA Goal.
Leasing of equipment from a leasing company is allowed. However, leasing/purchasing
equipment from the Contractor is not allowed. Lease agreements shall be readily
available for review by the Engineer.
In order for a DBE traffic control company to be considered to be performing a CUF, the
DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic
Control Supervisor who is directly involved in the management and supervision of the
traffic control employees and services.
The DBE does not perform a CUF if its role is limited to that of an extra participant in a
transaction, contract, or project through which the funds are passed in order to obtain
the appearance of DBE participation.
The following are some of the factors that the Engineer will use in determining whether
a DBE trucking company is performing a CUF:
• The DBE shall be responsible for the management and supervision of the entire
trucking operation for which it is responsible on the Contract. The owner
demonstrates business related knowledge, shows up on site and is determined
to be actively running the business.
• The DBE shall with its own workforce, operate at least one fully licensed,
insured, and operational truck used on the Contract. The drivers of the trucks
owned and leased by the DBE must be exclusively employed by the DBE and
reflected on the DBE’s payroll.
• Lease agreements for trucks shall indicate that the DBE has exclusive use of
and control over the truck(s). This does not preclude the leased truck from
working for others provided it is with the consent of the DBE and the lease
provides the DBE absolute priority for use of the leased truck.
• Leased trucks shall display the name and identification number of the DBE.
Joint Checking
A joint check is a check between a Subcontractor and the Contractor to the supplier of
materials/supplies. The check is issued by the Contractor as payer to the Subcontractor
and the material supplier jointly for items to be incorporated into the project. The DBE
must release the check to the supplier, while the Contractor acts solely as the guarantor.
A joint check agreement must be approved by the Engineer and requested by the DBE
involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The
form must accompany the DBE Joint Check Agreement between the parties involved,
including the conditions of the arrangement and expected use of the joint checks.
The approval to use joint checks and the use will be closely monitored by the Engineer.
To receive DBE credit for performing a CUF with respect to obtaining materials and
supplies, a DBE must “be responsible for negotiating price, determining quality and
quantity, ordering the material and installing and paying for the material itself.” The
Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior to
using a joint check.
Material costs paid by the Contractor directly to the material supplier is not allowed. If
proper procedures are not followed or the Engineer determines that the arrangement
results in lack of independence for the DBE involved, no DBE credit will be given for the
DBE’s participation as it relates to the material cost.
Prompt Payment
Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt
Payment requirements apply to progress payments as well as return of retainage.
Reporting
The Contractor and all subcontractors/suppliers/ser vice providers that utilize DBEs to
perform work on the project, shall maintain appropriate records that will enable the
Engineer to verify DBE participation throughout the life of the project.
Refer to Section 1-08.1 for additional reporting requirements associated with this
Contract.
Decertification
When a DBE is “decertified” from the DBE program during the course of the Contract,
the participation of that DBE shall continue to count as DBE participation as long as the
subcontract with the DBE was executed prior to the decertification notice. The
Contractor is obligated to substitute when a DBE does not have an executed subcontract
agreement at the time of decertification.
Consequences of Non-Compliance
Each contract with a Contractor (and each subcontract the Contractor signs with a
Subcontractor) must include the following assurance clause:
The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race,
color, national origin, or sex in the performance of this contract. The Contractor shall
carry out applicable requirements of 49 CFR Part 26 in the award and administration of
DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a
material breach of this contract, which may result in the termination of this contract or
such other remedy as the recipient deems appropriate, which may include, but is not
limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the Contractor from future bidding as non-responsible.
Payment
Compensation for all costs involved with complying with the conditions of this
Specification and any other associated DBE requirements is included in payment for the
associated Contract items of Work, except otherwise provided in the Specifications.
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(January 4, 2024 APWA GSP)
1-07.18(1) General Requirements
A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-
07.18 of these Special Provisions, from insurers with a current A. M. Best rating of no t less than A-:
VII and licensed to do business in the State of Washington. The Contracting Agency reserves the
right to approve or reject the insurance provided, based on the insurer’s financial condition.
B. The Contractor shall keep this insurance in force without interruption from the commencement of
the Contractor’s Work through the term of the Contract and for thirty (30) days after the Physical
Completion date, unless otherwise indicated below.
C. If any insurance policy is written on a claims-made form, its retroactive date, and that of all
subsequent renewals, shall be no later than the effective date of this Contract. The policy shall
state that coverage is claims made and state the retroactive date. Claims-made form coverage
shall be maintained by the Contractor for a minimum of 36 months following the Completion Date
or earlier termination of this Contract, and the Contractor shall annually provide the Contracting
Agency with proof of renewal. If renewal of the claims made form of coverage becomes
unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting
period (“tail”) or execute another form of guarantee acceptable to the Contracting Agency to
assure financial responsibility for liability for services performed.
D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella Liability
insurance policies shall be primary and non-contributory insurance as respects the Contracting
Agency’s insurance, self-insurance, or self-insured pool coverage. Any insurance, self-insurance, or
self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor’s
insurance and shall not contribute with it.
E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice
of any policy cancellation, within two business days of their receipt of such notice.
F. The Contractor shall not begin work under the Contract until the required insurance has been
obtained and approved by the Contracting Agency
G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract, upon which the Contracting Agency may, after giving five business
days’ notice to the Contractor to correct the breach, immediately terminate the Contract or, at its
discretion, procure or renew such insurance and pay any and all premiums in connection
therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at
the sole discretion of the Contracting Agency, offset against funds due the Contractor from the
Contracting Agency.
H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the
Contract and no additional payment will be made.
I. Under no circumstances shall a wrap up policy be obtained, for either initiating or maintaining
coverage, to satisfy insurance requirements for any policy required under this Section. A “wrap up
policy” is defined as an insurance agreement or arrangement under which all the parties working
on a specified or designated project are insured under one policy for liability arising out of that
specified or designated project.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability and
Builder’s Risk (if required by this Contract) shall name the following listed entities as additional
insured(s) using the forms or endorsements required herein:
▪ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers
▪ Consultants hired by the Contracting Agency to provide engineering support during
construction of this project;
▪ Consultants hired by the Contracting Agency to provide environmental support during
construction of this project;
▪ Consultants hired by the Contracting Agency to provide construction management, inspection
and materials testing services for this project.
The above-listed entities shall be additional insured(s) for the full available limits of liability maintained
by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than
those required by this Contract, and irrespective of whether the Certificate of Insurance provided by
the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor.
For Commercial General Liability insurance coverage, the required additional insured endorsements
shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for
completed operations.
1-07.18(3) Subcontractors
The Contractor shall cause each subcontractor of every tier to provide insurance coverage that complies
with all applicable requirements of the Contractor-provided insurance as set forth herein, except the
Contractor shall have sole responsibility for determining the limits of coverage required to be obtained
by subcontractors.
The Contractor shall ensure that all subcontractors of every tier add all entities listed in 1-07.18(2) as
additional insureds, and provide proof of such on the policies as required by that section as detailed in
1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and
CG 20 37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency
evidence of insurance and copies of the additional insured endorsements of each subcontractor of
every tier as required in 1-07.18(4) Verification of Coverage.
1-07.18(4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements
for each policy of insurance meeting the requirements set forth herein when the Contractor delivers
the signed Contract for the work. Failure of Contracting Agency to demand such verification of
coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency
from the insurance documentation provided shall not be construed as a waiver of Contractor’s
obligation to maintain such insurance.
Verification of coverage shall include:
1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as
additional insured(s), showing the policy number. The Contractor may submit a copy of any
blanket additional insured clause from its policies instead of a separate endorsement.
3. Any other amendatory endorsements to show the coverage required herein.
4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements – actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full
and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full
and certified copy of that policy is required when the Contractor delivers the signed Contract for the
work.
1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor’s
maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed
to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit
the Contracting Agency’s recourse to any remedy available at law or in equity.
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self-insured
retention shall be the responsibility of the Contractor. In the event an additional insured incurs a
liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured
retention shall be the responsibility of the Contractor.
1-07.18(5)A Commercial General Liability
Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO
occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop
gap liability, independent contractors, products-completed operations, personal and advertising
injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising
from explosion, collapse or underground property damage.
The Commercial General Liability insurance shall be endorsed to provide a per project general
aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$2,000,000 Each Occurrence
$3,000,000 General Aggregate
$3,000,000 Products & Completed Operations Aggregate
$2,000,000 Personal & Advertising Injury each offence
$2,000,000 Stop Gap / Employers’ Liability each accident
1-07.18(5)B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on
a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of
pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements.
Such policy must provide the following minimum limit:
$1,000,000 Combined single limit each accident
1-07.18(5)C Workers’ Compensation
The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial
Insurance laws of the State of Washington.
1-07.23(1) Construction Under Traffic
(May 2, 2017 APWA GSP)
Revise the third sentence of the second paragraph to read:
Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if approved by
the Contracting Agency activating pedestrian recall timing or other accommodation may be allowed
during construction.
Section 1-07.23(2) is supplemented with the following:
Posting of “No Parking” Signs Prior to Work
When necessary to complete the work specified under this contract, the Contractor shall furnish and
install, at no expense to the Contracting Agency, temporary “No Parking” signs at least seventy four
(74) hours in advance of start of work. The Contractor shall be responsible for coordinating the
removal of non-compliant vehicles from the work zone with the Renton Police Department.
All temporary “No Parking” signs shall clearly indicate the date(s) of construction and include the
words “Tow Away Zone”. If the schedule of work changes, for any reason, the Contractor shall
change the dates indicated on the sign. The contractor shall be onsite working on the days indicated
on the sign. A range of dates that span multiple project areas will not be acceptable.
1-07.24 Rights of Way
(July 23, 2015 APWA GSP)
Delete this section and replace it with the following:
Street Right of Way lines, limits of easements, and limits of construction permits are indicated in
the Plans. The Contractor’s construction activities shall be confined within these limits, unless
arrangements for use of private property are made.
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and
easements, both permanent and temporary, necessary for carrying out the work. Exceptions to
this are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly
issued Addendum.
Whenever any of the work is accomplished on or through property other than public Right of Way,
the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement
obtained by the Contracting Agency from the owner of the private property. Copies of the
easement agreements may be included in the Contract Provisions or made available to the
Contractor as soon as practical after they have been obtained by the Engineer.
Whenever easements or rights of entry have not been acquired prior to advertising, these areas
are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas
where right of way, easements or rights of entry have not been acquired until the Engineer
certifies to the Contractor that the right of way or easement is available or that the right of entry
has been received. If the Contractor is delayed due to acts of omission on the part of the
Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be
entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of
contract.
Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes
entry onto easements and private property where private improvements must be adjusted.
The Contractor shall be responsible for providing, without expense or liability to the Contracting
Agency, any additional land and access thereto that the Contractor may desire for temporary
construction facilities, storage of materials, or other Contractor needs. However, before using any
private property, whether adjoining the work or not, the Contractor shall file with the Engineer a
written permission of the private property owner, and, upon vacating the premises, a written
release from the property owner of each property disturbed or otherwise interfered with by
reasons of construction pursued under this contract. The statement shall be signed by the private
property owner, or proper authority acting for the owner of the private property affected, stating
that permission has been granted to use the property and all necessary permits have been
obtained or, in the case of a release, that the restoration of the property has been satisfactorily
accomplished. The statement shall include the parcel number, address, and date of signature.
Written releases must be filed with the Engineer before the Completion Date will be establis hed.
Add the following new section:
1-08.0(1) Preconstruction Conference
(October 10, 2008 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held between
the Contractor, the Engineer and such other interested parties as may be invited. The purpose of
the preconstruction conference will be:
1. To review the initial progress schedule;
2. To establish a working understanding among the various parties associated or affected by the
work;
3. To establish and review procedures for progress payment, notifications, approvals, submittals,
etc.;
4. To establish normal working hours for the work;
5. To review safety standards and traffic control; and
6. To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
1. A breakdown of all lump sum items;
2. A preliminary schedule of working drawing submittals; and
3. A list of material sources for approval if applicable.
Add the following new section:
1-08.0(2) Hours of Work
*******
Except in the case of emergency or unless otherwise approved by the Engineer, the normal
working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and
6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different
than the normal working hours stated above, the request must be submitted in writing prior to
the preconstruction conference, subject to the provisions below. The working hours for the
Contract shall be established at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as noise
ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall
submit a written request to the Engineer for consideration. This request shall state what hours
are being requested, and why. Requests shall be submitted for review no later than 5 working
days prior to the day(s) the Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be subject to certain
other conditions, which will be detailed in writing. For example:
1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting
Agency for the costs in excess of straight-time costs for Contracting Agency
representatives who worked during such times. (The Engineer may require designated
representatives to be present during the work. Representatives who may be deemed
necessary by the Engineer include, but are not limited to: survey crews; personnel from
the Contracting Agency’s material testing lab; inspectors; and other Contracting Agency
employees or third party consultants when, in the opinion of the Engineer, such work
necessitates their presence.)
2. Considering the work performed on Saturdays, Sundays, and holidays as working days
with regard to the contract time.
3. Considering multiple work shifts as multiple working days with respect to contract time
even though the multiple shifts occur in a single 24-hour period.
4. If a 4-10 work schedule is requested and approved the non working day for the week will
be charged as a working day.
5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and
recorded properly on certified payroll
Arterial Streets
No work will be performed on arterial streets during the peak traffic hours of 7:00 a.m. – 9:00 a.m.
and 3:30 p.m. – 6:00 p.m., except emergency work to restore services, unless a City-approved traffic
control plan allows work during the peak hours.
1-08.1 Subcontracting
(December 30, 2022 APWA GSP, Option A)
Section 1-08.1 is supplemented with the following:
Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit
to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the
Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor
has been executed. This certification shall also guarantee that these subcontract agreements
include all the documents required by the Special Provision Federal Agency Inspection.
A subcontractor or lower tier subcontractor will not be permitted to perform any work under the
contract until the following documents have been completed and submitted to the Engineer:
1. Request to Sublet Work (WSDOT Form 421-012), and
2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid
Projects (WSDOT Form 420-004).
The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form
272-065) within 15 calendar days after receipt of every monthly progress payment until every
subcontractor and lower tier subcontractor’s retainage has been released.
The Contractor's records pertaining to the requirements of this Special Provision shall be open to
inspection or audit by representatives of the Contracting Agency during the life of the contract
and for a period of not less than three years after the date of acceptance of the contract. The
Contractor shall retain these records for that period. The Contractor shall also guarantee that
these records of all subcontractors and lower tier subcontractors shall be available and open to
similar inspection or audit for the same time period.
1-08.3(2)A Type A Progress Schedule
(December 30, 2022 APWA GSP)
Revise this section to read:
The Contractor shall submit 2 copies of a Type A Progress Schedule no later than at the
preconstruction conference, or some other mutually agreed upon submittal time. The schedule may
be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless
of which format used, the schedule shall identify the critical path. The Engineer will evaluate the
Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar
days of receiving the submittal.
(******)
When creating the progress schedule, the Contractor shall limit the number of slurry seal streets
scheduled for work that day to those that can reasonably be completed within the working hours of
that day. Taking into consideration that traffic shall be allowed on the slurried roadways before 5:00
PM, unless otherwise specified by the Engineer. The Contractor shall use his/her experience when
creating the progress schedule to ensure streets will not need rescheduling due to the Contractor
being unable to complete scheduled streets within the given working day.
(******)
Special Schedule Limitations
All Locations – The slurry seal application on all streets adjacent to schools shall be completed before
September 2, 2024.
All Locations – Slurry seal and sweeping activities shall not occur on streets where solid waste
collection is scheduled that day or the following day.
1-08.4 Prosecution of Work
Delete this section and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
(July 23, 2015 APWA GSP)
Notice to Proceed will be given after the contract has been executed and the contract bond and
evidence of insurance have been approved and filed by the Contracting Agency. The Contractor
shall not commence with the work until the Notice to Proceed has been given by the Engineer.
The Contractor shall commence construction activities on the project site within ten days of the
Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently
pursue the work to the physical completion date within the time specified in the contract.
Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of
the responsibility to complete the work within the time(s) specified in the contract.
When shown in the Plans, the first order of work shall be the installation of high visibility fencing
to delineate all areas for protection or restoration, as described in the Contract. Installation of
high visibility fencing adjacent to the roadway shall occur after the placement of all necessary
signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing,
the Contractor shall request the Engineer to inspect the fence. No other work shall be performed
on the site until the Contracting Agency has accepted the installation of high visibility fencing, as
described in the Contract.
1-08.5 Time for Completion
(December 30, 2022 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract work is physically
complete. If substantial completion has been granted and all the authorized working days have
been used, charging of working days will cease. Each week the Engineer will provide the
Contractor a statement that shows the number of working days: (1) charged to the contract the
week before; (2) specified for the physical completion of the contract; and (3) remaining for the
physical completion of the contract. The statement will also show the nonworking days and all
partial or whole days the Engineer declares as unworkable The statement will be identified as a
Written Determination by the Engineer. If the Contractor does not agree with the Written
Determination of working days, the Contractor shall pursue the protest procedures in accordance
with Section 1-04.5. By failing to follow the procedures of Section 1-04.5, the Contractor shall be
deemed as having accepted the statement as correct. If the Contractor is approved to work 10
hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift
is worked would ordinarily be charged as a working day then the fifth day of that week will be
charged as a working day whether or not the Contractor works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the contract after
all the Contractor’s obligations under the contract have been performed by the Contractor. The
following events must occur before the Completion Date can be established:
1. The physical work on the project must be complete; and
2. The Contractor must furnish all documentation required by the contract and required by law,
to allow the Contracting Agency to process final acceptance of the contract. The following
documents must be received by the Project Engineer prior to establishing a completion date:
a. Certified Payrolls (per Section 1-07.9(5)).
b. Material Acceptance Certification Documents
c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract
Provisions.
d. Final Contract Voucher Certification
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
Subcontractors
f. A copy of the Notice of Termination sent to the Washington State Department of Ecology
(Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of
Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This
requirement will not apply if the Construction Stormwater General Permit is transferred
back to the Contracting Agency in accordance with Section 8-01.3(16).
g. Property owner releases per Section 1-07.24
(******)
Section 1-08.5 is supplemented with the following:
This project shall be physically completed in its entirety within ***55*** working days.
1-09 MEASSUREMENT AND PAYMENT
1-09.2(5) Measurement
(December 30, 2022 APWA GSP)
Revise the first paragraph to read:
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification
checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of
Work.
1-09.6 Force Account
(December 30, 2022 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to
be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts
are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant
expressly or by implication, that the actual amount of work will correspond with those estimates.
Payment will be made on the basis of the amount of work actually authorized by the Engineer.
1-09.7 Mobilization
(December 30, 2022 APWA GSP)
Delete this Section and replace it with the following:
Mobilization consists of preconstruction expenses and the costs of preparatory Work and operations
performed by the Contractor typically occurring before 10 percent of the total original amount of
an individual Bid Schedule is earned from other Contract items on that Bid Schedule. Items which
are not to be included in the item of Mobilization include but are not limited to:
1. Portions of the Work covered by the specific Contract item or incidental Work which is to
be included in a Contract item or items.
2. Profit, interest on borrowed money, overhead, or management costs.
3. Costs incurred for mobilizing equipment for force account Work.
Based on the lump sum Contract price for “Mobilization”, partial payments will be made as follows:
1. When 5 percent of the total original Bid Schedule amount is earned from other Contract
items on that original Bid Schedule, excluding amounts paid for materials on hand, 50
percent of the Bid Item for mobilization on that original Bid Schedule, 5 percent of the
total of that original Bid Schedule, or 5 percent of the total original Contract amount,
whichever is the least, will be paid.
2. When 10 percent of the total original Bid Schedule amount is earned from other Contract
items on that original Bid Schedule, excluding amounts paid for materials on hand, 100
percent of the Bid Item for mobilization on that original Bid Schedule, 10 percent of the
total of that original Bid Schedule, or 10 percent of the total original Contract amount,
whichever is the least, will be paid.
3. When the Substantial Completion Date has been established for the project, payment of
any remaining amount Bid for mobilization will be paid.
Nothing herein shall be construed to limit or preclude partial payments otherwise provided by the
Contract.
1-09.9 Payments
(December 30, 2022 APWA GSP)
Section 1-09.9 is revised to read:
The basis of payment will be the actual quantities of Work performed according to the Contract
and as specified for payment.
The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction
Conference, to enable the Project Engineer to determine the Work performed on a monthly basis.
A breakdown is not required for lump sum items that include a basis for incremental payments as
part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will
make a determination based on information available. The Project Engineer’s determination of the
cost of work shall be final.
Progress payments for completed work and material on hand will be based upon progress
estimates prepared by the Engineer. A progress estimate cutoff date will be established at the
preconstruction conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences
the work, and successive progress estimates will be made every month thereafter until the
Completion Date. Progress estimates made during progress of the work are tentative, and made
only for the purpose of determining progress payments. The progress estimates are subject to
change at any time prior to the calculation of the final payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work
completed multiplied by the unit price.
2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum
breakdown for that item, or absent such a breakdown, based on the Engineer’s
determination.
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other
storage area approved by the Engineer.
4. Change Orders — entitlement for approved extra cost or completed extra work as
determined by the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2. The amount of progress payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the
Contract Documents.
Progress payments for work performed shall not be evidence of acceptable performance or an
admission by the Contracting Agency that any work has been satisfactorily completed. The
determination of payments under the contract will be final in accordance with Section 1-05.1.
Failure to perform obligations under the Contract by the Contractor may be decreed by the
Contracting Agency to be adequate reason for withholding any payments until compliance is
achieved.
Upon completion of all Work and after final inspection (Section 1-05.11), the amount due the
Contractor under the Contract will be paid based upon the final estimate made by the Engineer and
presentation of a Final Contract Voucher Certification to be signed by the Contractor. The
Contractor's signature on such voucher shall be deemed a release of all claims of the Contractor
unless a Certified Claim is filed in accordance with the requirements of Section 1 -09.11 and is
expressly excepted from the Contractor’s certification on the Final Contract Voucher Certification.
The date the Contracting Agency signs the Final Contract Voucher Certification constitutes the final
acceptance date (Section 1-05.12).
If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher Certification
or any other documentation required for completion and final acceptance of the Contract, the
Contracting Agency reserves the right to establish a Completion Date (for the purpose of meeting
the requirements of RCW 60.28) and unilaterally accept the Contract. Unilateral final acceptance
will occur only after the Contractor has been provided the opportunity, by written request from the
Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal
notification of the impending establishment of a Completion Date and unilateral final acceptance
will be provided by email with delivery confirmation from the Contracting Agency to the Contractor,
which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30
calendar day period will begin on the date the email with delivery confirmation is received by the
Contractor. The date the Contracting Agency unilaterally signs the Final Contract Voucher
Certification shall constitute the Completion Date and the final acceptance date (Section 1-05.12).
The reservation by the Contracting Agency to unilaterally accept the Contract will apply to Contracts
that are Physically Completed in accordance with Section 1-08.5, or for Contracts that are
terminated in accordance with Section 1-08.10. Unilateral final acceptance of the Contract by the
Contracting Agency does not in any way relieve the Contractor of their responsibility to comply with
all Federal, State, tribal, or local laws, ordinances, and regulations that affect the Work under the
Contract.
Payment to the Contractor of partial estimates, final estimates, and retained percentages shall be
subject to controlling laws.
1-09.11(3) Time Limitation and Jurisdiction
(December 30, 2022 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that all claims
or causes of action which the Contractor has against the Contracting Agency arising from the
Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-
05.12) of the Contract by the Contracting Agency; and it is further agreed that all such claims or
causes of action shall be brought only in the Superior Court of the county where the Contracting
Agency headquarters is located, provided that where an action is asserted against a county, RCW
36.01.050 shall control venue and jurisdiction. The parties understand and agree that the
Contractor’s failure to bring suit within the time period provided, shall be a complete bar to all such
claims or causes of action. It is further mutually agreed by the parties that when claims or causes of
action which the Contractor asserts against the Contracting Agency arising from the Contract are
filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting
Agency to have timely access to all records deemed necessary by the Contracting Agency to assist
in evaluating the claims or action.
1-09.13(3)A Arbitration General
(January 19, 2022 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the
arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior
Court of the county in which the Contracting Agency’s headquarters is located, provided that where
claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and
jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the
decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions.
1-09.13(4) Venue for Litigation
(December 30, 2022 APWA GSP)
Revise this section to read:
Litigation shall be brought in the Superior Court of the county in which the Contracting Agency’s
headquarters is located, provided that where claims are asserted against a county, RCW 36.01.050
shall control venue and jurisdiction of the Superior Court. It is mutually agreed by the parties that
when litigation occurs, the Contractor shall permit the Contracting Agency to have timely access to
all records deemed necessary by the Contracting Agency to assist in evaluating the claims or action.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
(******)
1-10.2(1) General
Section 1-10.2(1) is supplemented with the following:
The Contractor shall have adequate traffic control personnel and equipment on site during and after the
slurry seal application to prevent vehicles and pedestrians from damaging the wet slurry seal. At a
minimum, one flagger shall be located at each end of the road being slurry sealed at the time of
application.
END OF DIVISION 1
DIVISION 2 – EARTHWORK
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.1 Description
Section 2-01.1 is supplemented with the following:
(******)
“Shoulder & Street Preparation” means removing and disposing of all unwanted material, including
grass, vegetation, moss, soil, or other debris adjacent to the existing edge of pavement or curb/gutter
and/or within the limits of the project as shown in the Plans. Trimming and disposal of vegetation that
is overgrown into the pavement limits and any additional street sweeping beyond the “Street
Sweeping” bid item or pressure washing shall fall under Shoulder & Street Preparation.
2-01.2 Disposal of Usable Material and Debris
The third paragraph of Section 2-01.2 is replaced with the following:
(******)
The Contractor shall dispose of debris by Disposal Method No. 2 as described in Section 2-03.3(7)C.
2-01.3 Construction Requirements
Section 2-01.3 is supplemented with the following:
(******)
Shoulder & Street Preparation
The Contractor shall:
1. Complete the shoulder preparation ahead of slurry seal operations
2. Apply chemical herbicide to all vegetative material within the crack seal and slurry seal
limits.
3. Remove and dispose of all vegetative material within the crack seal and slurry seal limits.
Contractor shall take care to prevent damage to landscaping plants or other vegetation on
private property in close proximity to the roadway. The Contractor is responsible for all costs
associated with the protection of this private landscaping. The Contractor shall assume
responsibility for all repair/replacement costs for landscaping damaged by activities associated
with the work. As directed by the Engineer, chemical herbicide shall be applied in accordance
with Section 5-04.3(5)D.
Street Sweeping
The Contractor shall use self-propelled pickup street sweepers to clean the streets before and
after the slurry seal is applied to prepare the streets for slurry seal and prevent the transport
of sediment off the project site. The Contractor shall utilize the brooms on the sweepers to
pick up the loose material that sheds after the slurry seal application is complete. The streets
shall be swept at the following times:
1. Immediately prior to the slurry seal application (per section 5-06 of the
specifications).
2. Seven to 10 days after slurry seal application.
3. Three weeks after slurry seal application.
4. Three months after slurry seal application.
The contractor shall schedule all post-slurry seal sweeps around regularly scheduled day for
solid waste service. Street sweepers shall be designed and operated to meet air quality
standards.
2-01.4 Measurement
Section 2-01.4 is supplemented with the following:
(******)
Shoulder & Street Preparation shall be by force account.
“Shoulder & Street Preparation” will be paid for by force account as specified in Section 1-09.6. For
the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an
amount in the proposal to become a part of the total bid by the Contractor. No unit of measurement
shall apply to the lump sum price for street sweeping.
2-01.5 Payment
Section 2-01.5 is supplemented with the following:
“Shoulder & Street Preparation”, per force account.
“Street Sweeping”, per lump sum.
END OF DIVISION 2
DIVISION 3
AGGREGATE PRODUCTION AND ACCEPTANCE
3-04 Acceptance of Aggregate
3-04.1 Description
(*****) Revision
Replace this section with the following:
This work shall consist of acceptance of aggregate as provided for under statistical or nonstatistical
evaluation.
All aggregates shall meet the requirements in Section 5-06.
Nonstatistical evaluation will be used for the acceptance of aggregate materials.
3-04.2 Materials
(*****) Revision
Replace this section with the following:
Material shall meet the requirements of the following section:
Aggregates 5-06.2
3-04.3 Construction Requirements
3-04.3(1) General
(*****)
Replace this section with the following:
For the purpose of statistical and nonstatistical acceptance sampling and testing, all test
results obtained for a material type will be evaluated collectively. Sublot sampling and testing
will be performed according to 5-06.
3-04.3(4) Testing Results
(*****)
Replace this section with the following:
The results of all acceptance testing performed in the field and the Composite Pay Factor (CPF)
of the lot after all sublots have been tested will be available to the Contractor by request to the
Engineer.
3-04.3(5) Nonstatistical Evaluation
(*****)
Replace this section with the following:
Each lot of aggregate materials produced under nonstatistical evaluation and having all constituents
falling within the specification limits shall be accepted with no further evaluation. When one or more
constituents fall outside the specification limits, up to one additional test for each non-compliant sublot
will be performed at the Contractors expense. If this additional test does not yield results complying to
these specifications, then the test results of the sublots shall be evaluated in accordance with Section 1-
06.2 using the price adjustment factors from Table 2 to determine the appropriate CPF. The maximum
CPF shall be 1.00. If the CPF is below 1.00 but is equal to or above 0.75, a price adjustment will be
calculated in accordance with Section 3-04.3(8).
Visual inspection will be completed by the City to confirm on-site materials match Contractor testing.
3-04.3(8) Price Adjustments for Quality of Aggregate
(*****)
Add the following to this section:
For slurry seal aggregate, Contingent Unit Prices from Table 1 shall be used in lieu of unit bid price, and
any volume calculation used will assume a CY value with a ¼” depth of aggregate material.
3-04.5 Payment
(*****) New
Add the following new line and footnote to Table 1: Aggregate Acceptance Parameters:
Standard
Specifications Item
Maximum
Sublot
Size
(Tons)
Maximum
Sublot
Size (CY)
Contingent
Unit Price
Per Ton
Contingent Unit Price
Per CY
5-06 (Special
Provision)
Aggregate
for Slurry
Seal
N/A N/A N/A $40.004
4Contingent unit price per S.Y. is $0.28
Add the following new line to Table 2: Price Adjustment Factors:
END DIVISION 3
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5-06
(Special
Provision)
Aggregate for
Slurry Seal 2 2 5 5 10 15 15 N/A
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
5-06 Vacant
(*****)
Section 5-06, including title, is revised to read as follows:
5-06 Slurry Seal
5-06.1 Description
The Work covered by these Specifications includes the design, testing, construction and quality
control required for the proper application of an emulsified asphalt slurry seal surface
treatment. The Contractor shall furnish all materials, transportation, labor, tools, equipment
and services necessary for the full and complete installation of latex modified Slurry Seal to
existing asphalt streets and all incidental items necessary to complete the Work as described in
the Plans.
Contractor shall provide a slurry sealing plan a minimum of three (3) weeks before slurry seal
application that identifies pass length, width, and direction.
5-06.2 Materials
The Slurry Seal shall consist of a mixture of an approved emulsified asphalt, mineral aggregate,
water and specified additives properly proportioned, mixed and uniformly spread over a
prepared surface as approved by the Contracting Agency’s Engineer. The completed slurry seal
shall leave a homogeneous mat, adhere firmly to the prepared surface and have a skid resistant
surface texture.
5-06.2(1) Latex Emulsified Asphalt
Latex emulsified asphalt shall be a quick traffic, quick cure LM-CQS-1-H type or equivalent. It
shall be homogeneous and show no separation after thorough mixing. It shall break and set on
the aggregate within five (5) minutes and be ready for cross-traffic within five to thirty minutes.
Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance
to assure that it is the same as in the mix design.
The latex asphalt emulsion shall conform to these requirements.
QUALITY TEST REQUIREMENT
Residue after Distillation AASHTO T59/ASTM D244 60% min
Viscosity, SSF @ 77○F, sec AASHTO T59/ASTM D244 16-90 sec
TEST ON RESIDUE FROM DISTILLATION TEST
QUALITY TEST REQUIREMENT
Penetration @ 77○F AASHTO T49/ASTM 2397 40-90 dmm
Softening Point (Ring & Ball), degrees F ASSHTO T53/ASTM D36 135-147
5-06.2(2) Mineral Aggregate
5-06.2(2)A General
The mineral aggregate used shall be the type and grade specified for the particular use of slurry
seal. The mineral aggregate shall be 100% crushed rock of an angular, sound, durable nature;
clean and free of vegetative matter or other deleterious substances. Smooth textured sand of
less than 1.25% water absorption shall not exceed 50% of the total aggregate.
The contractor shall submit the names, addresses, and contact info for the two source pits
(planned source pit and back-up source pit) 3 weeks prior to the start of slurry seal application.
5-06.2(2)B Testing
When tested according to the following tests, the aggregate (prior to the addition of any mineral
filler such as cement or lime), shall meet the following requirements:
TEST TEST METHOD REQUIREMENT
Sand equivalent AASHTO-T176 or ASTM-D2419 45 min. (Type II)
Soundness AASHTO-T104 or ASTM-C88 15% max. (using sodium sulfate)
15% max. (using magnesium sulfate)
Abrasion Resistance AASHTO-T96 or ASTM-C131 35% max. at 500 revolutions on
gradation D
Plasticity ASTM D4398 Non-plastic
Durability Index ASTM D3744 55 min. (Type II)
5-06.2(2)C Gradation
When tested according to AASHTO T27 (ASTM C136) and AASHTO T11 (ASTM C117), the
aggregate shall meet the following gradation requirements prior to the addition of any mineral
fillers.
SIEVE SIZE TYPE 2 Stockpile Tolerances
3/8” 100 0
No. 4 90-100 +/- 5%
No. 8 65-90 +/- 5%
No. 16 45-70 +/- 5%
No. 30 30-50 +/- 5%
No. 50 18-30 +/- 4%
No. 100 10-21 +/- 3%
No. 200 5-15 +/- 2%
Visual inspection will be performed by the City, or the City’s agents, to verify materials on site
match the previously submitted and approved materials.
5-06.2(3) Mineral Filler
Mineral fillers shall only be used if needed to improve the workability of the mix as determined
by the laboratory mix design and only if their amounts can be metered. The mineral filler shall
be Portland cement, hydrated lime, limestone dust, flyash or other approved filler meeting the
requirements of ASTM D242 if required by the mix design. They shall be considered as part of
the dry aggregate.
5-06.2(4) Water
Water shall be free of harmful, soluble salts and shall be of such quality that the asphalt shall
not separate from the emulsion before the slurry seal is in place in the Work.
5-06.2(5) Carboxylated Polymer Latex
Poly-chloroprene-methacrylic acid latex with polyvinyl alcohol shall be added to the water/soap
phase prior to the mill manufacture of the emulsified asphalt by the emulsion producer. The
amount of latex shall be 3 percent of the asphalt residual content. Samples shall be provided
and shall conform to the following requirements:
TEST REQUIREMENT
Total solids, min, % 47
Average particle size um (micron) 0.3
PH at 25 degrees C 7
Brookfield viscosity at 25 degrees C 350-500
Mechanical stability, min 650
5-06.3 Construction Requirements
5-06.3(1) Mix Design
5-06.3(1)A General
The Contractor shall submit to the Contracting Agency’s Engineer for approval a complete mix
design prepared and certified by the laboratory three (3) weeks prior to the commencement of
Work. Compatibility of the aggregate, emulsion, mineral filler, and other additives shall be
verified by the mix design. The mix design shall be made with the same aggregate gradation
that the Contractor shall provide on the project. The mix design shall be incidental to the
project. The design must be performed by a qualified laboratory approved by the International
Slurry Seal Association. Previous lab reports covering the exact materials to be used may be
accepted, provided they were made during the project calendar year. Once the materials are
approved, no substitutions will be permitted unless first tested by the laboratory preparing the
mix design and approved by the Contracting Agency.
5-06.3(1)B Laboratory Requirements and Report
Sources of all materials shall be selected prior to the commencement of Work, allowing
sufficient time to have all materials tested by a qualified laboratory acceptable to the
Contracting Agency. Aggregate samples shall be taken from the stockpile of aggregate to be
incorporated into the slurry mixtures. The Contractor shall ensure all items and materials
required to determine the slurry mixture shall be compliant with these specifications. The
laboratory shall determine the theoretical asphalt content and whether a mineral filler or
additive is needed, and if so, to what proportions.
The laboratory shall submit a complete laboratory analysis and test report prior to the
commencement of Work.
The laboratory shall supply analysis and test report through the Contractor. Such analysis and
report shall be the original signed certificates and documents for all necessary items concerning
the mix design and the specified materials. All pre-construction sampling and testing shall be at
the expense of the Contractor. Any additional tests deemed necessary during actual
construction shall be paid for by the Contracting Agency, unless the materials are found out of
compliance with these Specifications, in which case the Contractor shall bear all costs for testing
of non-compliant and replacement materials.
The laboratory report will show the results of test performed on the individual materials,
comparing their values to those required by these Specifications.
The report will also provide the results from the following test methods on the slurry seal
mixture.
TEST DESCRIPTION SPEC
ISSA TB-106 Slurry Seal Consistency (in. mm) 1-2 (30) max
ISSA TB-139 Wet Cohesion
30 minutes minimum set 12 kg-cm min
60 minutes minimum set 20 kg-cm min
ISSA TB-114 Wet Stripping Test
ISSA TB-100 Wet Track Abrasion 75 g/ft2 (800 g/m2 max)
ISSA TB-115 Compatibility Passa Pass (90% min)
ISSA TB-113 bMix Time Controllable to 180 seconds, minimum
aMixing test must pass at the maximum expected air temperature at the project site during
application.
bThe mixing test and set time test should be done at the highest temperatures expected during
construction.
The laboratory shall further report the quantitative effects of moisture content on the unit
weight of the aggregate (bulking effect). The laboratory report must clearly show the
proportions of aggregate, mineral filler (min. and max.), water (min. and max.), additive(s) and
their usage, and asphalt emulsion based on the dry weight of the aggregate.
All the component materials used in the mix design shall be representative of the materials
proposed by the Contractor to be used on the project. The percentages of each individual
material required shall be shown in the laboratory report. Adjustments may be required during
the construction, based on the field conditions.
5-06.3(2) Equipment
5-06.3(2)A General
All equipment, machinery, apparatus and tools specified and incidental to the performance of
this Work shall be maintained in satisfactory working order at all times. The specific equipment
to be used for proportioning, mixing, and applying the slurry seal along with appropriate
descriptive information on calibration and related devices on said equipment shall be available
for inspection not less than two (2) days before the Work starts. The Contracting Agency
reserves the right to disqualify equipment because of its age, capacity, capability, mechanical
condition or other factors which could cause substandard performance and/or excessive delays
or unreasonable inconvenience to the public. The Contractor shall have daily access to back-up
equipment parts in the event of failure or breakdown.
5-06.3(2)B Slurry Mixing Equipment
The slurry seal mixing equipment shall be a continuous flow mixing unit and have suitable means
of accurately metering each individual material being fed into the mixing chamber. All feeding
mechanisms must be continuous feed and proportioning according to the mix design must
remain constant at all times.
The units shall be equipped with approved devices so that the unit can be properly calibrated,
and the quantities of material used during any one period can be readily determined. In the
event these metering devices stop working, the slurry unit(s) may be stopped until they are
fixed.
The emulsion storage tank of the mixing unit shall be so equipped with a convenient device,
calibrated in ten (10) gallon increments, so as to measure the quantity of emulsion actually used
with each mixer load of slurry.
The aggregate gate shall be equipped with a convenient device calibrated in inches to determine
the gate setting of the aggregate feed.
Devices used for metering and blending additive are subject to approval by the Contracting
Agency.
The unit shall be capable of mixing all materials at pre-set proportions regardless of speed of
unit.
The mixing unit shall thoroughly blend all materials without violent agitation to form a
homogeneous mass before discharge from the mixer.
The unit shall have a water pressure system, and fog type spray bar adequate for complete
fogging of the surface preceding the spreading apparatus.
5-06.3(2)C Slurry Spreading Equipment
The slurry spreader shall be a mechanical type squeegee distributor equipped to prevent loss of
slurry mixture from all sides and with a rear discharge gate equipped with a single flexible strike
off. The addition of extra tail rubbers or the addition of extra weight to be spreader box will not
be permitted. It shall be capable of producing a uniform surface spread across its full width. It
shall be maintained during use to prevent loss of slurry mixture of varying grades and crown by
adjustments to assure a uniform spread. It shall have suitable means for side tracking to
compensate for deviation in pavement geometry. It shall have an adjustable width. Any type of
drag used shall be subject to approval by the Contracting Agency’s Engineer and kept in a
completely flexible condition at all times. The spreader shall be kept reasonable clean and build-
up of asphalt and aggregate shall not be permitted.
5-06.3(2)D Auxiliary Equipment
Suitable crack and surface cleaning equipment, barricading equipment, hand tools and any
support equipment should be provided as necessary to perform the Work. All surface
preparations including final sweeping prior to application shall be performed by the Contractor.
5-06.3(3) Machine Calibration and Verification
5-06.3(3)A Calibration
Each slurry mixing unit in performance of the Work shall be calibrated with the approved source
material in the presence of the Contracting Agency prior to starting the project. Previous
calibration documentation covering the exact materials to be used may be approved, provided
they were made during the calendar year. The documentation shall include an individual
calibration of each material at various settings, which can be related to the machine's metering
device(s). No machine will be allowed to Work on the project until the calibration has been
completed and/or accepted.
5-06.3(3)B Verification
A test strip will be made after calibration and prior to starting the project. Test strips shall be a
portion of the project. The Contractor and the Contracting Agency Inspector shall compute the
spread application rate to assure the minimum pounds per square yard have been applied. After
the Contracting Agency has approved the test strip, the Contractor may proceed with the Work.
If a test strip is not approved, the Contractor will stop Work until a test strip is made which meets
the Contracting Agency’s approval.
All Work on the project shall be at least equal in quality to the approved test strip. See Section
5-06.3(6) Quality Control.
5-06.3(4) Weather Limitations
Slurry seal shall not be applied when the forecasted weather indicates a high temperature of
less than 65 degrees F., a humidity greater than 70% or a chance of rain greater than 10%. Slurry
seal shall not be applied if either the pavement or air temperature is below 55 degrees F.
Slurry seal shall not be applied when rain or freezing temperatures are forecasted the first 24
hours before or after placement. Slurry damaged by rain or freezing temperatures within the
first 24 hours after application shall be replaced by the Contractor to the satisfaction of the
Engineer at no additional cost to the Contracting Agency. The Contractor shall clean the street
of all remaining slurry mix materials prior to re-application. The mixture shall be applied such
that traffic shall be allowed on the slurried roadways before 5:00 PM the day of slurry seal
application, or until the slurry seal has sufficiently cured, unless otherwise specified by the
Engineer.
5-06.3(5) Construction
5-06.3(5)A Surface Preparation
Prior to applying the slurry seal to each street, the Contractor shall remove all thermoplastic
markings, thickened painted markings and pavement markers (including, but not limited to:
raised pavement markers, stripes, stop bars, crosswalks, and legend items). All existing painted
or thermoplastic stripes and pavement markings with a profiled thickness shall be removed by
grinding.
Immediately prior to applying the slurry seal, the surface shall be cleared of all loose material,
oil spots, vegetation, and other objectionable material and will be subject to the approval of the
Contracting Agency’s Engineer prior to application. Sweeping shall be performed by the
Contractor using a self-contained power sweeper. See Section 2-01.
Immediately before commencing the slurry seal operations, all surface metal utility covers
(including survey monuments) shall be protected by thoroughly covering the surface with an
appropriate adhesive and oiled or plastic paper. The Contractor must identify locations for all
utility covers (for example through paint locates outside of the roadway shoulder). The
Contractor must be able to produce these locations for the Engineer upon request until after all
covers are uncovered. No adhesive material shall be permitted to cover, seal or fill in the joint
between the frame and cover of the Structure. Covers are to be uncovered and cleaned of slurry
material by the end of the same workday. Prior to start of the slurry seal application, the
Contractor shall install inlet protection (catch basin inserts) in all catch basins and other storm
drainage inlets within the area of the Work. The catch basin inserts shall be left in place until
the final sweeping is completed and maintained per the third paragraph of 8 -01.3(9)D Inlet
Protection.
The Contractor shall place a cone in the middle of each driveway when slurry seal is not to be
driven on. Cones shall be removed by the Contractor once the street is re-opened to traffic.
Cones shall comply with Figure 6F-7 of the MUTCD and have a minimum height of 18 inches.
5-06.3(5)B Application
All workers shall have sufficient skill and experience to properly perform the Work assign ed to
them. Workers engaged in special or skilled works shall have sufficient experience in such Work
and in the operation of the equipment to perform all Work properly and satisfactorily. Thus the
Contractor shall have an experienced crew on each spreader and any other equipment.
The surface shall be pre-wetted by fogging ahead of the slurry spreader when required by field
conditions. Water shall be applied uniformly across the entire surface width to achieve a damp
surface with no apparent flowing water gathering in front of the spreader. The rate of
application of the fog spray shall be adjusted during the day to suit temperatures, surface
texture, humidity, and dryness of the pavement surface.
The slurry mixture shall be of the desired consistency upon leaving the mixer and no additional
materials or water shall be added. Total time of mixing should not exceed four (4) minutes. A
sufficient amount of slurry mixture shall be carried in all parts of the spreader at all times to
ensure that complete coverage is obtained. Overloading of the spreader shall be avoided. No
lumping, balling, or unmixed aggregate will be permitted. No segregation of the emulsion and
aggregate will be permitted. Progress and spreading of mixture shall be maintained to not allow
the "breaking" of emulsion in the spreader box.
No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If
excess oversize develops, the job will be stopped until the Contractor proves to the Contracting
Agency’s Engineer that the situation has been corrected.
The Contractor shall be responsible for the removal of all excess slurry mixture spread, spilled,
spattered, or tracked beyond street limits, on driveways, sidewalks, curbs, and other related
items. The Contractor shall provide clean edges at the extents of slurry seal application.
Hand tools shall be available in order to remove spillage. Ridges or bumps in the finished surface
will not be permitted. The mixture shall be uniform and homogeneous after spreading on the
surface and shall not show separation of the emulsion and aggregate after setting.
Adequate means shall be provided to protect the slurry seal from damage from traffic until such
time that the mixture has cured sufficiently so that the slurry seal will not adhere to and be
picked up by the tires of the vehicles or leave tire marks in the surface of the slurry. The
Contractor shall repair all tire marks before leaving the area, and all repairs shall be incidental.
Any tire marks unable to be repaired before leaving the area will then be finished at or before
the end of the project. Flaggers shall be provided in accordance with Section 1-10.2(1).
5-06.3(5)B Rate of Application
The slurry mixture shall be of proper consistency at all times to provide a homogeneous mat
that will provide the amount of mixture required by the surface condition.
The minimum application rate is as follows:
Type 2
Parking Lots ----
Streets 10-15 lbs/sy
Nominal Thickness of finished mat 3/16”
The minimum application rate shall be met for each truckload. The maximum rate shall be
determined by the street surface condition. The application shall be such, as to provide a depth
sufficient to correct surface conditions, fill surface voids and raveling, provide sealing and
provide a sufficient wearing surface.
5-06.3(5)C Joints
No excess buildup, uncovered areas or unsightly appearance shall be permitted on longitudinal
or transverse joints. The Contractor shall start transverse joints on kraft paper or roofing felt to
produce clean joints. An excessive overlap will not be permitted on longitudinal joints. The
Contractor shall provide suitable width spreading equipment to produce a minimum number of
longitudinal joints throughout the project. When possible, longitudinal joints shall be placed on
lane lines. Half passes and odd width passes will be used only in minimum amounts. If half
passes are used, they shall not be the last pass of any paved area. A maximum of three inches
(3”) shall be allowed for overlap of longitudinal lane line joints.
Sufficient building paper, or other similar materials, shall be maintained by the Contractor for
use at project limits to provide a clean, neat edge.
Joints between asphalt pavement and concrete curb shall be completely and neatly sealed
without excessive slipover onto the concrete, and unsightly and objectionable, excess shall be
immediately removed. The flow line at the curb shall be completed to allow storm drainage
flow without ponding along the curb line.
5-06.3(5)D Mix Stability
The slurry mixture shall possess sufficient stability so that premature breaking of the slurry seal
in the spreader box does not occur. The mixture shall be homogeneous during the following
mixing and spreading, it shall be free of excess water or emulsion and free of segregation of the
emulsion and aggregate fines from the coarser aggregate. Spraying of additional water into the
spreader box will not be permitted.
5-06.3(5)E Hand Work
Areas which cannot be reached with slurry seal machine shall be surfaced using hand squeegees
to provide complete and uniform slurry seal coverage. The area to be hand -worked shall be
lightly dampened prior to mix placement and the slurry worked immediately. Care shall be
exercised to leave no unsightly appearance from handwork. The same type of finish as applied
by the spreader box shall be required. Handwork shall be completed during the machine
applying process.
It should be understood that sufficient personnel, to complete all handwork during the same
time as machine Work is required, so as to minimize the need for follow-up patchwork.
Care shall be exercised to ensure a proper application rate to handwork areas.
5-06.3(5)F Lines
Care shall be taken to insure straight lines along curbs, driveways, shoulders, and speed humps.
No runoff on these areas will be permitted. Excess runoff shall not be considered for payment.
Lines at intersections shall be kept straight to provide a good appearance.
5-06.3(5)G Clean-Up
All areas not to intended to receive slurry treatment, such as manholes, concrete gutters and
intersections, shall have the slurry seal removed by the Contractor to the satisfaction of the
Contracting Agency Inspector. The Contractor shall remove any debris associated with the
performance of the Work, on a daily basis.
The Contractor shall be responsible for immediate cleanup of any spills associated with the
Contractor's operations. Damage caused by the Contractor's operations shall be repaired or
replaced by the Contractor and must meet the approval of the Contracting Agency’s Engineer.
Excess aggregate shall be removed after Work is completed at each staging area. Areas that
have been sanded shall be swept clean within twelve (12) hours after traffic control is removed.
The Contractor must have a hydrant use permit if making use of City hydrants.
Catch basin inserts/inlet protections shall be removed after the final street sweeping has been
completed.
5-06.3(5)H Curing
The applied Slurry Seal shall be cured for such time that the street may be opened to traffic after
application without tracking or damage to the surface. The minimum time for curing the applied
Slurry Seal shall be four (4) hours. The Contractor shall protect the area for the full curing period
with suitable barricades and signs and monitor the site with personnel to ensure no veh icles
drive on the slurry seal. Traffic cones shall be placed at each adjacent alley opening and driveway
when slurry seal is not to be driven on. Barricades, signs and traffic cones shall be removed by
the Contractor once the street is re-opened to traffic. Traffic cones shall have a minimum height
of eighteen (18) inches. Activities conducted under this section shall be considered incidental
to the Work.
5-06.3(6) Quality Control
5-06.3(6)A Materials
The Contractor shall permit the Contracting Agency to take samples of the aggregate and asphalt
emulsion used in the project at the Contracting Agency’s discretion. The Contracting Agency
may take aggregate samples at the supply pit, backup supply pit, and/or stockpile onsite. The
Contractor shall make available the aggregate to be used at least 5 business days in advance of
the first slurry seal application. Gradation and sand equivalent tests may be run on the aggregate
and residual asphalt content tests on the emulsion. Test results will be compared to these
Specifications and evaluated for acceptance according to Section 3-04 (SP).
Items under the Quality Control listed in the Specifications Section 1-06.2 may be performed if
deemed necessary by the Project Engineer or his/her designated Inspector during construction
of the slurry seal. Failure of the Contracting Agency to perform these tests shall not constitute
Final Acceptance of the finished product or the assumption that all Specifications have been
met. Furthermore, all requirements of the performance bond shall remain in effect.
5-06.3(6)B Slurry Seal
Samples of the slurry seal may be taken directly from the slurry unit(s). Consistency and residual
asphalt content tests may be made on the samples and compared to the Specifications. Tests
will be run at the expense of the Contracting Agency unless materials are found out of
compliance with the Specifications, in which case Contractor shall bear all cost of resurfacing
the street. The Contracting Agency will notify the Contractor immediately if any test fails to meet
Specifications.
The Contracting Agency may use the recorders and measuring facilities of the slurry seal unit to
determine application rates, asphalt emulsion content, mineral filler and additives(s) content for
an individual load. The Contractor shall instruct the Contracting Agency’s Inspector how to
calculate the application rate per square yard utilizing the Contractor’s proportioning devices.
It is the responsibility of the Contractor to check stockpile moisture content and to set the
machine accordingly to account for aggregate bulking.
The Contractor shall submit a plan to be approved by the Contracting Agency for the monitoring
of all dry materials.
5-06.3(6)C Tolerances
Tolerances for individual materials as well as the slurry seal mixture are as follows:
a) After the designed residual asphalt content is determined, a plus or minus
one (+/- 1.0%) percentage point variation will be permitted.
b) The percentage of aggregate passing each sieve shall be within the stockpile
tolerance range as stated in section 5-06.2(2)B.
c) The percentage of aggregate passing shall not go from the high end to the
low end of the specified range of any two successive sieves.
d) The slurry consistency shall not vary more than plus or minus 0.5 cm from
the job mix formula after field adjustments.
e) The rate of application once determined by the Contracting Agency shall not
vary more the plus or minus 2 lbs./SY, while remaining within the design application rate.
5-06.3(6)D Non-Compliance
If any two (2) successive tests fail on the stockpile material, the job may be stopped. It is the
responsibility of the Contractor, at its own expense, to prove to the Contracting Agency that the
aggregate conditions have been corrected. If any two (2) successive tests on the mix from the
same machine fail, the use of the machine may be suspended. It will be the responsibility of
the Contractor, at the Contractor’s own expense, to prove to the Contracting Agency’s Engineer
that the problems have been corrected and that the machine is working properly.
5-06.3(6)E Slurry Quality Compliance Price Adjustment
Any lots that do not meet the quality requirements as shown in Appendix B or lots that do not
meet the quality level established with the test strip as determined from visual inspection by
the Engineer are subject to a Slurry Quality Compliance Price Adjustment. This includes quality
considerations for coverage, application rate, cohesive mixing, clean project limits, longitudinal
joints, casting protection, and tire damage. A lot for the purposes of this section is an area
contained within the limits of questionable Slurry Seal Quality, as identified by the Engineer. A
lot shall be quantified as a spot location (not exceeding 50 SY in area), per each.
When a lot is identified by the Engineer as deficient, the Engineer will notify the Contractor. If
the Contractor is able to remedy the area before the slurry is cured, the Engineer will re-evaluate
for quality after curing is complete. If the quantity of cured lots that are identified as deficient
exceeds 20, then the Contracting Agency has the option of invoking a deductive Quality
Compliance Price Adjustment.
For each Slurry Quality lot which does not meet the criteria of these specifications (including
quality requirements as shown in Appendix B), the Engineer will provide the Contractor with a
photo and a location and a description of the nature of deficient Quality.
No Price Adjustment will be made if the Contractor has less than or equal to 19 deficient lots.
The total value of the Slurry Quality Compliance Price Adjustment (SQCPA) shall be determined
by the following calculation:
SQCPA = [ 40 x (15 – Q) ] x UP
Where
SQCPA = Slurry Quality Compliance Price Adjustment ($) [deduction only]
Q = Quantity of deficient lots (EA)
UP = Unit bid price of the slurry seal ($/SY)
40 = adjustment factor (SY/EA)
5-06.4 Measurement
Slurry Seal Type 2 will be measured by the SY as placed in the field.
5-06.5 Payment
Payment will be made in accordance with Section 1-04.1, for the following Bid item when
included in the Proposal:
“Slurry Seal, Type 2”, per square yard.
The unit Contract price per square yard for “Slurry Seal, Type 2” shall also be full payment for all
costs associated with the slurry seal installation, protection cover and locates of utility lids;
installation, maintenance, and removal of storm drain inlet protection (catch basin inserts);
placement and removal of cones in driveways; and removal of raised pavement markers.
The Contract Bid prices for the above pay item shall be full compensation for furnishing all
materials and for all preparation, mixing and applying these materials, and for all labor, material,
tools, equipment, and incidentals necessary to satisfactorily complete the Work including all
incidental Work, as defined in the Plans and these Special Provisions.
“Slurry Quality Compliance Price Adjustment”, shall be calculated as described in Section 5-
06.3(6)E. If invoked, deduction shall occur with the final pay estimate and be accounted for in
the appropriate bid item of the accepted bid schedule.
END DIVISION 5
DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS, AND CONDUITS
(******)
7-07 CLEANING EXISTING DRAINAGE STRUCTURES
7-07.3 Construction Requirements
Section 7-07.3 is supplemented with the following:
All catch basins, manholes, and inlet structures shall be kept clean of all debris associated with
grinding, paving, slurry sealing or other operations associated with the work. Existing drainage
facilities containing debris from the Contractors operations shall be cleaned prior to final
acceptance of the work.
7-07.5 Payment
Section 7-07.5 is deleted in its entirety and replaced with the following:
Cleaning existing drainage structures shall be incidental to the contract price of other items in
the contract.
END OF DIVISION 7
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
(******)
8-09 RAISED PAVEMENT MARKERS
8-09.1 Description
Section 8-09.1 is supplemented with the following:
This work shall consist of furnishing and installing raised pavement markers (RPMs) at
locations designated in the Plans or as directed by the Engineer. Following placement of the
asphalt concrete overlay, the Contractor shall furnish and install BLUE, Type 2B, RPMs
perpendicular to each fire hydrant in the interior channelization of the adjacent lane.
8-09.5 Payment
Section 8-09.5 is supplemented with the following:
Payment will be made for the following bid item(s):
“Raised Pavement Marker, Type 2B”, per hundred.
(******)
8-22 PAVEMENT MARKINGS
8-22.1 Description
Section 8-22.1 is supplemented with the following:
This work shall consist of furnishing, installing, and removing pavement markings on roadway
and parking lot surfaces in accordance with the Plans, City of Renton Pre-Approved Plans, and
these Specifications, at locations shown in the Plans or as directed by the Engineer.
(******)
Pavement markings shall conform to the following WSDOT Standard Plans and City of Renton
Standard Plans:
COR 109 PAVEMENT MARKING NOTES
COR 127 THERMOPLASTIC/PAINTED CROSSWALK
COR 128 THERMOPLASTIC/PAINTED PARALLEL CROSSWALK
M-20.10-03 LONGITUDINAL MARKING PATTERNS
M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES
M-24.20-02 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR HIGH-SPEED
ROADWAYS
M-24.40-02 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR LOW-SPEED
ROADWAYS
M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS
8-22.2 Materials
Section 8-22.2 Sentence #3 is deleted and replaced with the following:
Glass beads for Type A plastic shall be as recommended by the manufacturer.
Section 8-22.2 is supplemented with the following:
Pavement markings shall follow City of Renton Standard Plan 109.
White and yellow plastic pavement marking materials shall be as shown in Section 9-34.3.
Glass beads for Type D plastic and Bonded Core Elements shall be as shown in Section 9-34.4 of
these Special Provisions.
8-22.3 Construction Requirements
Section 8-22.3 is supplemented with the following:
Contractor shall notify the Engineer and request approval of the pre-mark channelization at least 48
hours prior to placement of pavement markings.
Temporary Pavement Marking
Temporary pavement markings shall be installed and maintained by the Contractor whenever
permanent pavement markings are included in the Contract and traffic is released onto public
streets or roadways prior to installation of permanent pavement markings. The Contractor shall
perform preliminary layout work to the satisfaction of the Engineer prior to installation of temporary
pavement markings. After approval of permanent lane markings, the Contractor shall remove the
temporary lane markings to the satisfaction of the Engineer.
The Contractor shall install and remove approved 4 inch wide reflective traffic tape for temporary
pavement markings as specified in the Plans, these Special Provisions, or as directed by the Engineer.
Appropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based
on a 10-foot unit consisting of a 1-foot line of tape and a 9-foot gap, unless otherwise specified on
the Plans or in the Special Provisions. Reflective traffic tape markings shall generally follow the
alignment for the permanent pavement markings and double lines shall be used when specified for
the permanent pavement markings.
Reflective tape shall not be used when the temporary pavement markings are to be exposed to
traffic for more than two weeks without the written approval of the Engineer.
Paint lines shall be provided for temporary pavement marking conditions not applicable for
reflective tape.
All costs in connection with the use of (placement and removal) reflective traffic tape as temporary
pavement markings shall be incidental to other bid items. All costs for paint lines and reflective
pavement markers used for temporary traffic control will be paid under those respective bid items.
8-22.3(3)E Installation
Section 8-22.3(3)E is modified as follows:
When applying paint, Type A or Type C material, ensure that both the pavement surface and the air
temperature at the time of application are not less than 50°F and rising and pavement shall be dry
for a minimum of 48 hours prior to installation.
When applying Type B or Type D material, ensure that both the pavement surface and the ambient
air temperature at the time of application are not less than 50°F and rising, and not more than 105°F.
Relative humidity in the specific location of the installation shall be less than 85% and the surface
temperature shall be at least 5°F above the dew point. Pavement shall be dry and rain-free 24 hours
prior to installation.
Prior to installation, the Contractor may request approval from City of Renton Transportation to
deviate from the installation criteria listed above. If approved, the manufacturer’s installation criteria
shall be followed.
Section 8-22.3(3)E is supplemented with the following:
Profiled Type D lines shall be installed per WSDOT Standard Plan M-20.20-01.
8-22.3(3)G Glass Beads
Section 8-22.3(3)G is supplemented with the following:
Glass beads shall be applied to Type D markings at a rate of eight (8) to ten (10) pounds per one
hundred square feet.
Bonded core elements shall be applied to Type D markings at a rate of ten (10) grams per four (4)
inch wide by one (1) linear foot of marking.
8-22.3(6) Removing Pavement Markings
Section 8-22.3(6) is supplemented with the following:
Existing pavement markings within the construction limits, including stop bars, traffic arrows, lane
markers, and raised pavement markers shall be removed prior to overlaying the roadway surface.
All conflicting channelization shall be removed as necessary by sand blasting to install temporary
pavement markings or after the final channelization has been installed.
Removal of existing pavement markings shall be conducted using such methods to prevent damage
to the remaining pavement. The use of chemicals that may be harmful to the pavement will not be
allowed. Damaged pavement shall be replaced at the Contractor's
8-22.4 Measurement
Section 8-22.4 is supplemented with the following:
Measurement for the removal of all pavement markings will be per lump sum.
8-22.5 Payment
Section 8-22.5 is modified as follows:
The following bid items are deleted:
“Removing Paint Line”, per linear foot.
“Removing Plastic Line”, per linear foot.
“Removing Painted Crosswalk Line”, per square foot.
“Removing Plastic Crosswalk Line”, per square foot.
“Removing Painted Traffic Marking”, per each.
“Removing Plastic Traffic Marking”, per each.
The following is a new bid item:
“Removing Pavement Markings”, per lump sum.
END OF DIVISION 8
City of Renton
Contract Provisions for
2024 Slurry Seal
______________________________________________________________________________
APPENDICES
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
APENDIX A: PREVAILING HOURLY MINIMUM WAGE RATES
APPENDIX A - PREVAILING WAGE RATES
Prevailing wage rates can be found at:
https://secure.lni.wa.gov/wagelookup/
Use July 11, 2024 rates
(published date - use bid date)
King County
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
APENDIX B: STANDARD PLANS
APPENDIX B – STANDARD PLANS
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
M-3.10 LEFT TURN CHANNELIZATION
M-3.20 LEFT-TURN CHANNELIZATION REDUCED TAPERS
M-3.30 LEFT-TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3.40 TWO-WAY LEFT-TURN AND MEDIAN CHANNELIZATION
M-3.50 DOUBLE LEFT TURN CHANNELIZATION
M-5.10 RIGHT TURN CHANNELIZATION
M-9.50 BICYCLE LANE SYMBOL LAYOUT
M-9.60 SHARED - USE PATH MARKINGS
M-11.10 RAILROAD CROSSING LAYOUT
M-12.10 ROUNDABOUT PAVEMENT MARKINGS
M-20.10 LONGITUDINAL MARKING PATTERNS
M-20.30 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS
M-20.40 LONGITUDINAL MARKING SUPPLEMENT WITH RPMS ~ TURN LANES
M-20.20 PROFILED AND EMBOSSED PLASTIC LINES
M-24.20 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS
M-24.60 SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR
WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON
PUBLIC WORKS/TRANSPORTATION.
PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF HYDROCARBON
THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON
CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL
WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL.
SPEED CUSHION CHEVRON SYMBOLS SHALL CONSIST OF 3M STAMARK ALL WEATHER 380AW SERIES TAPE.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS
SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED,
LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING
SUBSTITUTION W/RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 50° F.
DocuSign Envelope ID: FFA9ADCA-D050-445F-B750-15F9271FC791
4/4/2024 | 4:24 PM PDT
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
City of Renton
Contract Provisions for
2024 Slurry Seal Project
______________________________________________________________________________
Appendix C – SOLID WASTE SERVICE COLLECTION DAY FIGURES AND SCHEDULE
Organics, Recycling & Garbage Week - During green weeks, place all carts curbside (organics, recycling
and garbage).
Organics - During gray weeks, place only your organics cart curbside.
Holidays - No service on New Year’s Day, Thanksgiving Day or Christmas Day. If collection falls on
New Year’s Day, Thanksgiving Day or Christmas Day, collection is one day later, including Saturday service
for Friday customers.
Set carts out with handles facing the house. Do not block cars, mailboxes, sidewalks or driveways.
Remove carts as soon as possible after collection.
2024 Calendar (Set Out Carts by 7 a.m.)
R1G1-N
MAY
S M T W T F S
1 2 3 4
5 6 7 8 9 10 11
12 13 14 15 16 17 18
19 20 21 22 23 24 25
26 27 28 29 30 31
FEBRUARY
S M T W T F S
1 2 3
4 5 6 7 8 9 10
11 12 13 14 15 16 17
18 19 20 21 22 23 24
25 26 27 28 29
MARCH
S M T W T F S
1 2
3 4 5 6 7 8 9
10 11 12 13 14 15 16
17 18 19 20 21 22 23
24 25 26 27 28 29 30
31
JUNE
S M T W T F S
1
2 3 4 5 6 7 8
9 10 11 12 13 14 15
16 17 18 19 20 21 22
23 24 25 26 27 28 29
30
JANUARY
S M T W T F S
1 2 3 4 5 6
7 8 9 10 11 12 13
14 15 16 17 18 19 20
21 22 23 24 25 26 27
28 29 30 31
APRIL
S M T W T F S
1 2 3 4 5 6
7 8 9 10 11 12 13
14 15 16 17 18 19 20
21 22 23 24 25 26 27
28 29 30
NOVEMBER
S M T W T F S
1 2
3 4 5 6 7 8 9
10 11 12 13 14 15 16
17 18 19 20 21 22 23
24 25 26 27 28 29 30
AUGUST
S M T W T F S
1 2 3
4 5 6 7 8 9 10
11 12 13 14 15 16 17
18 19 20 21 22 23 24
25 26 27 28 29 30 31
SEPTEMBER
S M T W T F S
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30
DECEMBER
S M T W T F S
1 2 3 4 5 6 7
8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30 31
OCTOBER
S M T W T F S
1 2 3 4 5
6 7 8 9 10 11 12
13 14 15 16 17 18 19
20 21 22 23 24 25 26
27 28 29 30 31
JULY
S M T W T F S
1 2 3 4 5 6
7 8 9 10 11 12 13
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Pay Your Bill:
By phone at 206.777.6440, with the Republic Services app or online at RepublicServicesRenton.com, by mail at Republic
Services, PO Box 78829, Phoenix, AZ 85062, or in person in downtown Renton at 212 Wells Ave. S, Suite 104
(Monday - Friday, 7:30 a.m. - 4 p.m.)
Missed Collection: Report a missed collection by calling 206.777.6440 or by using the Republic Services app.
Holiday Tree Pickup: During the first 2 weeks of January, place undecorated and unflocked holiday trees next to your
carts for pickup and no charge. Trees must be 6’ or shorter.
Recycling Events: Visit RentonWA.gov/Recycle to find recycling events, resources and drop-off locations for items that
cannot be recycled curbside.
Pay Your Bill:
By phone at 206.777.6440, with the Republic Services app or online at RepublicServicesRenton.com, by mail at Republic
Services, PO Box 78829, Phoenix, AZ 85062, or in person in downtown Renton at 212 Wells Ave. S, Suite 104
(Monday - Friday, 7:30 a.m. - 4 p.m.)
Missed Collection: Report a missed collection by calling 206.777.6440 or by using the Republic Services app.
Holiday Tree Pickup: During the first 2 weeks of January, place undecorated and unflocked holiday trees next to your
carts for pickup and no charge. Trees must be 6’ or shorter.
Recycling Events: Visit RentonWA.gov/Recycle to find recycling events, resources and drop-off locations for items that
cannot be recycled curbside.
Set carts out with handles facing the house. Do not block cars, mailboxes, sidewalks or driveways.
Remove carts as soon as possible after collection.
2024 Calendar (Set Out Carts by 7 a.m.)
Organics, Recycling & Garbage Week - During green weeks, place all carts curbside (organics, recycling
and garbage).
Organics - During gray weeks, place only your organics cart curbside.
Holidays - No service on New Year’s Day, Thanksgiving Day or Christmas Day. If collection falls on
New Year’s Day, Thanksgiving Day or Christmas Day, collection is one day later, including Saturday service
for Friday customers.
MAY
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26 27 28 29 30 31
FEBRUARY
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11 12 13 14 15 16 17
18 19 20 21 22 23 24
25 26 27 28 29
MARCH
S M T W T F S
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10 11 12 13 14 15 16
17 18 19 20 21 22 23
24 25 26 27 28 29 30
31
JUNE
S M T W T F S
1
2 3 4 5 6 7 8
9 10 11 12 13 14 15
16 17 18 19 20 21 22
23 24 25 26 27 28 29
30
JANUARY
S M T W T F S
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7 8 9 10 11 12 13
14 15 16 17 18 19 20
21 22 23 24 25 26 27
28 29 30 31
APRIL
S M T W T F S
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7 8 9 10 11 12 13
14 15 16 17 18 19 20
21 22 23 24 25 26 27
28 29 30
NOVEMBER
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3 4 5 6 7 8 9
10 11 12 13 14 15 16
17 18 19 20 21 22 23
24 25 26 27 28 29 30
AUGUST
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4 5 6 7 8 9 10
11 12 13 14 15 16 17
18 19 20 21 22 23 24
25 26 27 28 29 30 31
SEPTEMBER
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8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30
DECEMBER
S M T W T F S
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8 9 10 11 12 13 14
15 16 17 18 19 20 21
22 23 24 25 26 27 28
29 30 31
OCTOBER
S M T W T F S
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6 7 8 9 10 11 12
13 14 15 16 17 18 19
20 21 22 23 24 25 26
27 28 29 30 31
JULY
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