HomeMy WebLinkAbout1998-070 Budget for 1999 � ORDINANCE NO. 98- 7 0
0 AN ORDINANCE adopting a budget for the City of Yakima, Washington, for the year
1999; and making appropriations for estimated expenditures.
WHEREAS, on or before the 1st day of November, 1998, a Preliminary Budget for the City
of Yakima for the year 1999 was duly filed with the Director of Finance and City Clerk of the City of
Yakima and submitted to the Yakima City Council, all in accordance with applicable laws, and
WHEREAS, subsequent to November 1, 1998, the City Council held hearings on the budget
and on parts thereof, and on November 17, 1998, the City Council held its formal public hearing on the
budget all in accordance with applicable laws, and
WHEREAS, subsequent to its formal public hearing, the City Council made adjustments and
changes to the budget as the Council deemed necessary or proper and determined the allowance in each
item, department, classification and fund, all as set forth in the final budget document attached hereto, all,
in accordance with applicable laws, now, therefore,
BE IT ORDAINED BY THE CITY OF YAKIMA:
Section 1. The budget for the City of Yakima, Washington, for the year 1999 is hereby
adopted in its final form and content as set forth in the budget document entitled "City of Yakima,
Annual Budget, 1999," attached hereto and by this reference made a part hereof.
Section 2. Estimated Resources and Appropriations for each separate Fund of the City of
Yakima, and aggregate totals for all such Funds combined, for the year 1999 are set forth in summary
form on Schedule A attached hereto and by reference made a part hereof, and are hereby appropriated
S for expenditure during the year 1999 as set forth in summary form on the attached Schedule A.
Section 3. The City Clerk is directed to transmit a certified copy of the budget hereby adopted
to the Division of Municipal Corporations in the Office of the State Auditor and to the Association of
Washington Cities.
Section 4. This ordinance is one required to be made by the laws of the State of Washington,
and shall be in full force and effect on January 1, 1999, upon its passage and publication as provided by
law.
PASSED BY THE CITY COUNCIL, signed and approved this / J day of
December, 1998. ^
John Puccinelli, Mayor
ATTEST:
` 0.hJ2 , d . c_ rte-,_ c
l
City Clerk
Publication Date: 14.-/Y -
Effective Date: 0/-6/
III
Burnam A
1 - 12/10/98
•
City of Yakima
Annual Budget -1999
• Summary of Appropriations by Fund
Schedule A
1999 1999
Estimated Budget Funds
Fund Description Resources Appropriations of Budget
000 General Fund $35,346,497 $33,241,955 33.42%
123 Economic Development 24,080 14,000 0.01%
124 Community Development 2,687,567 2,430,088 2.44%
125 Cable TV 506,493 332,988 0.33%
131 Parks & Recreation 3,848,582 3,573,709 . 3.59%
140. Growth Management 246,611 236,000 0.24%
141 Street & Traffic Operations 4,335,357 3,928,103 3.95%
142 Arterial Street 1,618,126 1,013,231 1.02%
143 Transportation Improvement 1,405,187 888,000 0.89%
144 Cemetery 299,013 275,668 0.28%
150 Emergency Services 820,406 607,278 0.61%
151 Public Safety Communications 1,836,495 1,824,868 1.83%
161 Parking & Business Improvement Area 315,916 76,275 0.08%
162 Trolley (Yakima Interurban Lines) 15,313 11,100 0.01%
0 163 Front Street Business Improvement Area 6,038. 3,000 0.00%
170 Tourist Promotion 994,136 789,852 0.79%
171 Capitol Theatre . 201,323 148,510 0.15%
195 Contingency 221,503 221,503 0.22%
198 FRS /Capitol Threatre Reserve 1,362,772 71,927 0.07%
221 L.I.D. Guaranty 34,534 0 0.00%
271 Housing LTGO Note Redemption 486,837 83,452 0.08%
281 1985 G.O. Div /Dam Redemption 78,524 47,808 0.05%
282 1998 LTGO Street Bond 212,923 174,315 0.18%
283 1994 G. O. LTD Levy Redemption 746,974 551,545 0.55%
284 1995 G. O. Street, Parks & Fire 1,370,510 1,255,484 1.26%
285 1997 G. O. Line of Credit 185,000 185,000 0.19%
287 1996 G. O. LTD Levy Redemption 560,598 446,271 0.45%
289 LID Debt Service Control Fund 138,154 121,800 0.12%
321 CBD Capital Improvement 142,748 47,465 0.05%
331 Parks & Recreation Capital 670,698 664,000 0.67%
332 Fire Capital 1,159,130 472,750 0.48%
333 Law and Justice Capital 323,805 234,737 0.24%
342 Public Works Trust Construction 544,066 475,878 0.48%
0 364 Transit Capital Reserve 2,325 ;723 1,169,000 1.18%
370 Convention Center Capital Improvement 530,391 437,000 0.44%
392 Cum. Reserve for Capital Improvement 1,538,027 1,538,000 1.55%
462 Transit 4,455,011 4,453,149 4.48%
erp /cre 12/10/98 11:16 AM
City of Yakima
Annual Budget -1999
Summary of Appropriations by Fund
Schedule A 1999
1999
Estimated Budget Funds %
Fund Description Resources Appropriations of Budget
471 Refuse 2,714,175 2,474,715 2.49%
472 Wastewater Facility Reserve 1,243,424 400,000 0.40%
473 Sewer Operating 10,999,342 9,776,155 9.83%
474 Water Operating 5,302,012 4,632,968 4.66%
475 Irrigation Operating 1,831,848 1,664,241 1.67%
476 Sewer Construction 2,122,605 1,660,000 1.67%
477 Domestic Water Improvement 2,365,978 1,842,000 1.85%
478 Wastewater Facilities 1,418,679 625,000 0.63%
479 Irrigation System Improvement 808,263 380,000 0.38%
481 1998 Water Revenue Bond Reserve 14,000 0 0.00%
482 1968 Water Revenue Bond Reserve 325,011 0 0.00%
483 1996 Wastewater Revenue Bond Reserve 335,434 0 0.00%
484 1991 Water /Sewer Rev Bond Redemp 1,177,495 1,070,266 1.08%
486 1998 Water Revenue Bond Redemption 242,000 242,000 0.2' °
487 1968 Water Revenue Bond Redemption 520,007 280,373 0.
488 1996 Wastewater Revenue Bond Redemp 509,792 360,738 0.3 • .0
489 1991 Water /Sewer Rev Bond Reserve 1,129,464 0 0.00%
512 Unemployment Compensation 371,241 121,444 0.12%
513 Employees Health Benefit 6,028,993 4,969,150 5.00%
514 Workers' Compensation 899,231 710,960 0.71%
515 Risk Management 2,017,303 838,923 0.84%
516 Wellness /EAP Fund 120,000 60,000 0.06%
551 Equipment Rental 6,812,360 2,643,184 2.66%
555 Environmental Fund 292,010 224,000 0.23%
560 Public Works Administration 1,242,591 1,149,301 1.16%
610 Cemetery Trust 477,257 20,000 0.02%
612 Firemen's Relief & Pension 1,338,603 1,271,614 1.28%
Total City Budget $124,254,186 $99,462,741 100.00%
erp /cre 12/10/98 11:16 AM
Budget Overviews Exhibit I
Expenditure Comparisons
• 1999 vs. 1998
'99 vs. '98
1998 1998 Amended
Amended Estimated 1999 Budget
Fund Budget Expenditures Budget % Change
General $32,569,815 $31,968,029 $33,241,955 2.1%
Parks 3,434,761 3,425,892 3,573,709 4.0%
Street 1 3,785,569 3,741,646 3,928,103 3.8%
General Goverment Total $39,790,145 $39,135,567 $40,743,767 2.4%
Community Development 2,520,772 2,161,920 2,430,088 -3.6%
Utilities /Other Operating 32,718,199 30,340,866 31,337,252 (1) -4.2%
Capital Improvement 18,138,692 10,439,593 11,847,061 - 34.7%
Operating Reserves 1,050,500 913,041 1,132,353 7.8%
Employee Benefit Reserves 6,029,963 6,658,821 7,133,168 18.3%
General Obligation Bonds 2,670,616 2,727,001 2,743,875 2.7%
. LID Debt Service 147,335 441,919 121,800 - 17.3%
Water /Sewer Revenue Bonds 1,914,267 1,714,267 1,953,377 2.0%
Trust and Agency Funds 20,000 20,000 20,000 0.0%
Total City Budget $105,000,488 $94,552,995 $99,462,741 (1) -5.3%
(1) The 1999 Economic Development budget will likely need to be amended later next
year by the Council to include the new $5 million grant and loan from the Economic
Development Administration for the renovation of the Great Western Building
downtown.
411
erp 12/10/9811:16 AM
City of Yakima Exhibit I
1999 Budget by City Functional Grouping
1997 1998 1998 1999 1999 1999 1999 1999
Actual Amended Est. Actual Preliminary vs 1998 Beginning Projected Est Ending
Expenditures Budget Budget Budget Percent Fund Balance Revenue Fund Balance
General Government
City Council $127,021 $139,490 $139,459 $141,714 1.6%
City Manager 399,978 416,081 415,997 440,613 5,9%
State Examiner 76,784 75,500 75,500 80,000 6.0%
Records 258,826 333,309 321,009 269,272 - 19.2%
Financial Services 839,452 951,608 900,355 900,074 -5.4%
Human Resources 346,965 369,765 367,175 384,224 3.9%
Legal 1,106,167 1,196,156 1,170,709 1,209,077 1.1%
Municipal Court 667,305 902,806 876,679 1,073,210 18.9%
Purchasing 250,166 264,102 263,791 283,254 7.3%
Hearing Examiner 28,895 41,000 20,500 20,500 - 50.0%
Environmental Planning 510,382 514,837 469,176 472,525 -8.2%
Code Administration 761,282 814,668 803,916 835,813 2.6%
Police 10,902,676 12,393,438 12,030,390 12,849,675 3.7%
Fire 4,978,355 5,141,469 5,090,280 5,339,435 3.9%
Police Pension 900,713 1,001,145 1,000,959 1,105,208 10.4% ,
Engineering 940,222 1,023,155 1,017,424 1,061,962 3.8%
City Hall Maintenance 308,196 345,301 345,324 349,557 1.2%
Information Systems 1,748,241 2,252,621 2,218,079 2,045,717 -9.2%
Customer Services 940,219 974,471 983,008 1,041,431 6.9%
Library 1,053,863 1,117,096 1,117,096 1,149,995 2.9%
Intergovernmental 249,257 214,546 222,582 196,291 -8.5%
Sun Dome 148,545 149,347 149,347 149,908 0.4%
District Court 232,508 123,000 117,500 75,500 - 38.6%
Transfers 1,604,913 1,814,904 1,851,774 1,767,000 -2.6%
Total General Fund $29,380,931 $32,569,815 $31,968,029 $33,241,955 2.1% $3,807,483 $31,539,014 $2,104,542
Parks & Recreation 3,170,216 3,434,761 3,425,892 3,573,709 4.0% 425,834 3,422,748 274,873
Street & Traffic Operations 3,464,021 3,785,569 3,741,646 3,928,103 3.8% 434,499 3,900,858 407,254
Total General Government Funds $36 ,015,168 $39,790,145 $39,135,567 $40,743,767 2.4% $4,667,816 $38,862,620 $2,786,669
Other Operating/Enterprise
Economic Development $23,493 $1,055,909 $2,000 $14,000 - 98.7% $24,080 $0 $10,080
Co Development 2,102,399 2,520,772 061,920 2,430,088 -3.6% 393,167 2,294,400 0 257,479
erp 12/1 35 AM
0 City Skima Sibiti .
1999 Budget by City Functional Grouping
1997 1998 1998 1999 1999 1999 1999 1999
Actual Amended Est. Actual Preliminary vs 1998 Beginning Projected Est Ending
Expenditures Budget Budget Budget Percent Fund Balance Revenue Fund Balance
Cable TV 264,143 329,855 312,932 332,988 0.9% 225,893 280,600 173,505
Commute Trip Reduction Fund 83,722 175,450 61,531 236,000 34.5% 188,311 58,300 10,611
Cemetery 245,211 257,713 253,130 ' 275,668 7.0% 46,473 252,540 23,345
Irrigation 1,028,120 0 179,639 0 0.0% 0 0 0
Emergency Services 535,752 600,029 586,964 607,278 1.2% 203,406 617,000 213,128
Public Safety Communications 1,490,487 1,675,361 1,661,187 1,824,868 8.9% 37,923 1,798,572 11,627
Parking & Business Improvement Area r 13,689 132,074 40,074 76,275 -42.2% 244,535 71,381 239,641
Trolley (Yakima Interurban Lines) 150,072 236,610 226,610 11,100 -95.3% 15,273 40 4,213
Front Street Business Improvement Area 0 2,000 0 3,000 50.0% 4,009 2,029 3,038
Tourist Pro motion__ 554,460 715,355- . 715,355 - - 789,852 - 10.4% 236,789 757,347 204,284
Capitol Theatre 146,145 183,010 183,010 148,510 - 18.9% 57,386 143,937 52,813
Transit 3,812,486 4,330,328 4,170,729 4,453,149 2.8% 38,611 4,416,400 1,862
Refuse 2,302,192 2,355,293 2,352,985 2,474,715 5.1% 191,010 2,523,165 239,460
Sewer Operating 8,717,989 9,359,032 9,248,447 9,776,155 4.5% 1,627,573 9,371,769 1,223,187
Water Operating 3,995,585 4,506,515 4,312,475 4,632,968 2.8% 892,062 4,409,950 669,044
Irrigation Operating 0 1,670,502 1,479,789 1,664,241 -0.4% 107,298 1,724,550 167,607
Equipment Rental 2,678,048 3,872,778 3,446,327 2,643,184 - 31.7% 3,906,150 2,906,210 4,169,176
Environmental Fund 93,905 174,422 78,100 224,000 28.4% 218,010 74,000 68,010
Public Works Administration 898,710 1,085,963 1,029,582 1,149,301 5.8% 128,334 1,114,257 93,290
Total Other Operating/Enterprise $29,136,608 $35,238,970 $32,502,786 $33,767,340 -4.2% $8,786,293 $32,816,447 $7,835,400
Capital Improvement
Arterial Street $930,726 $1,972,002 $946,102 $1,013,231 - 48.6% $841,426 $776,700 $604,895
Transportation Improvement 2,038,970 894,973 318,923 888,000 -0.8% 789,498. 615,689 517,187
C.B.D. Capital Improvement ' 15,712 118,360 109,965 47,465 -59.9% 113,648 29,100 95,283
Parks & Recreation Capital 137,286 591,120 291,120 664,000 12.3% 219,448 451,250 6,698
Fire Capital 1,149,248 308,258 173,688 472,750 53.4% 944,358 214,772 686,380
Law & Justice Capital 268,628 736,979 632,211 234,737 - 68.1% 132,230 191,575 89,068
Public Works Trust Construction 279,160 792,579 746,579 475,878 -40.0% 158,066 386,000 68,188
L.I.D. Construction Control 50,357 100,000 0 0 - 100.0% 0 0 0
Transit Capital Reserve 374,563 1,381,123 307,929 1,169,000 - 15.4% 1,422,423 903,300 1,156,723
Convention Center Capital Improvement 4,440,450 515,496 515,496 437,000 - 15.2% 102,891 427,500 93,391
Cum. Reserve for Capital Improvement 19,333 2,501,360 1,742,150 1,538,000 - 38.5% 433,027 1,105,000 27
erp 12/10/9811:35 AM -
City of Yakima Exhibit I
1999 Budget by City Functional Grouping
1997 1998 1998 1999 1999 1999 1999 1999
Actual Amended Est. Actual Preliminary vs 1998 Beginning Projected Est Ending
Expenditures Budget Budget Budget Percent Fund Balance Revenue Fund Balance
Wastwater Facilities Capital Reserve 205,134 270,000 170,000 400,000 48.1% 1,078,424 165,000 843,424
Sewer Construction 1,193,824 2,597,887 1,357,330 1,660,000 - 36.1% 1,953,405 169,200 462,605
Domestic Water Improvement 890,094 3,464,508 1,372,433 1,842,000 - 46.8% 2,363,978 2,000 523,978
Wastewater Facilities 2,498,345 1,444,047 1,335,930 625,000 - 56.7% 1,244,869 173,810 793,679
Irrigation System Improvement 0 450,000 419,737 380,000 - 15.6% 305,263 503,000 428,263
Total Capital Improvement $14,491,830 $18,138,692 $10,439,593 $11,847,061 - 34.7% $12,102,954 $6,113,896 $6,369,789
Operating Reserves
Contingency $95,629 $202,131 $160,000 $221,503 .9.6% $96,503 $125,000 $0
FRS /Capitol Theatre Reserve 71,927 101,927 101,927 71,927 -29.4% 1,292,772 70,000 1,290,845
Risk Management 726,452 746,442 651,114 838,923 12.4% 1,159,828 857,475 1,178,380
Total Operating Reserves $894,008 $1,050,500 $913,041 $1,132,353 7.8% $2,549,103 $1,052,475 $2,469,225
Employee Benefit Reserves
Unemployment Compensation $89,456 $120,920 $95,924 $121,444 0.4% $230,506 $140,735 $249,797
Employees Health Benefit 4,252,248 4,054,178 4,710,230 4,969,150 22.6% 537,266 5,491,727 1,059,843
Workers' Compensation 569,509 647,834 647,524 710,960 9.7% 191,424 707,807 188,271
Wellness /EAP Fund 0 65,719 65,719 60,000 -8.7% 60,000 60,000 60,000
Firemen's Relief & Pension 998,964 1,141,312 1,139,424 1,271,614 11.4% 100,617 1,237,986 66,989
Total Employee Benefit Reserves $5,910,177 $6,029,963 $6,658,821 $7,133,168 18.3% $1,119,813 $7,638,255 $1,624,900
Trust and Agency Funds
Cemetery Trust $23,672 $20,000 $20,000 $20,000 0.0% $449,257 $28,000 $457,257
Pass Through Grants 0 0 0 0 0.0% 0 0 0
Total Trust and Agency Funds $23,672 $20,000 $20,000 $20,000 0.0% $449,257 $28,000 $457,257
Debt Service
L.I.D. Guaranty $0 $0 $170,000 $0 0.0% $33,334 $1,200 $34,534
Housing Ltd. G.O. Note 105,315 243,752 248,358 83,452 - 65.8% 272,837 214,000 403,385
General Obligation Bonds 2,274,077 2,426,864 2,478,643 2,660,423 9.6% 413,551 2,740,978 494,106
L.I.D. Debt Service 251,981 147,335 271,919 121,800 -17.3% 654 137,500 16,354
Water /Sewer Bonds 1,719,346 1,914,267 1,714,267 1,953,377 2.0% 2,237,827 2,015,376 2,299,826
Total Debt Service $4, 350, 719 $4,732,218 $4,883,187 $4,819,052 1.8% $2,958,203 $5,109,054 $3,248,205
Total Ci Budget $90,822,182 $105,000,488 $94,552,995 $99,462,741 -5.3% $32,633,439 $91,620,747 $24,791,445
erp Pun 35 aM 110 III .
BUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT a
Item No.
For Meeting Of 12/15/98
ITEM '11TLE: An Ordinance Adopting a Budget for the City of Yakima, Washington, for 1999
SUBMITTED BY: Dick Zais, City Manager
John Hanson, Director of Finance and Budget
CONTACT PERSON /TELEPHONE: Cindy Epperson, Accounting Manager, 575-6070
SUMMARY EXPLANATION:
The attached Ordinance adopting the 1999 Budget for the City of Yakima, incorporates all
of the final adjustments presented during the budget review process and decisions made by
the City Council during the Budget wrap -up session held on Tuesday, December 8, 1998.
Final adjustments provide for a 1999 General Government budget level of $40,743,767 --
approximately 2.4% greater than the amended 1998 budget level of $39,790,145. The
projected 1999 General Government year -end balance is $2,786,669.
4110 As summarized in Exhibit I, the total 1999 City Budget is set at $99,462,741 or (5.3 %) less
than the amended 1998 Budget of $105,000,488 and $8,447 less than the 1999 Preliminary
Budget. This slight decrease from the Preliminary Budget includes changes outlined in the
Budget Wrap -Up document and Council actions during the Wrap -Up sessions.
Resolution X Ordinance Contract Minutes Plan /Map
Notification List X Other (Specify) Schedule A
APPROVED FOR SUBMITTAL: i�
City Manager
STAFF RECOMMENDATION: Pass Ordinance.
COUNCIL ACTION:
1110
BUDTRE Al 1
12/10/98
ORIGINAL i CITY OF YAKIMA
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1 .
CONTRACT DOCUMENTS
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FOR
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CITY OF YAKIMA
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I WASTEWATER TREATMENT PLANT
I INDUSTRIAL SEWER INFLUENT
I
• LINE REHABILITATION , .
•
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L. H U/ .3. W
$ 0� YIA *61 + * cc WAS* 4' '
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! EXPIRES 5/28 /Zoo° EXPIRES 5/?9 /Z000 j
I CITY OF YAKIMA PROJECT NO. 1641
FILA PROJECT NO. 98061
I ..1. Iluibrcgtsc, Lotm n AAsc�,ilacs., Inc: 1
y ..
;: ` v CI VIL ENGINEERING • • LAND SURVEYING • PLANNIN
I L . JANUARY 1999 1
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.1
CITY OF YAKIMA
Yakima, Washington
CONTRACT DOCUMENTS FOR:
WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT
LINE REHABILITATION
CONTENTS:
' Bid Documents
Invitation to Bid
Proposal Form
Proposal Signature Sheet
Bid Bond Form
' Non- Collusion Declaration
Bidder's Data Form
Subcontractor List
' Bidders Check List
Nondiscrimination Provision
Resolution D-4816
' Women and Minority Business Enterprise Policy
Affirmative Action Plan
Pre -Award Information
MBE/WBE Form
Contract Documents
Contract Form
Performance Bond Form
Insurance Form
Minimum Wage Affidavit Form
Prevailing Wage Rates
' Specifications
' Standard Specifications
Special Provisions
' Standard Plans & Standard Details
Plan Sheets 1 -3
City Engineering Office Yakima, Washington
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BID DOCUMENTS
1
Invitation to Bid ❑
. Proposal Form ❑
1 Proposal Signature Sheet ❑
1 Bid Bond Form ❑
1 Non- Collusion Declaration ❑
Bidder's Data Form ❑
Subcontractor List ❑
1
Bidder's Check List ❑
1 Nondiscrimination Provision ❑
1 Resolution 0-4816 ❑
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1 Women and Minority Business Enterprise Policy ❑
' Affirmative Action Plan ❑
Pre -Award Information ❑
1
MBE/WBE Form ❑
1
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I INVITATION TO BID
NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk
of the City of Yakima, Washington, up to the hour of 3:00 p.m. on Wednesday, February 10, 1999,
I and then be opened and publicly read for the construction of:
WASTEWATER TREATMENT PLANT
I INDUSTRIAL SEWER INFLUENT LINE REHABILITATION
CITY OF YAKIMA PROJECT NO. 1641
I This project consists of the following work:
This project consists of the rehabilitation of approximately 315 linear feet of 36 -inch diameter
I industrial waste influent sewer main at the City of Yakima Wastewater Treatment Plant with
24 -inch diameter liner pipe. The rehabilitation may be accomplished by sliplining with fused
HDPE pipe, sliplining with segmental PVC sliplining pipe, or sliplining with segmental HDPE
I pipe. The project also requires the installation of two new 60 -inch diameter precast concrete
manholes, connection to new and existing pipelines, grouting of the annular space,
dewatering, and pavement restoration.
I Plans, Specifications, and bid forms are available from Huibregtse, Louman Associates, Inc., 3800
Summitview, Suite 100, Yakima, WA 98902, and may be obtained for a fee of $40.00 for each set,
I non - refundable.
Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the
U order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or
proposal and none will be considered unless accompanied by such deposit, to be forfeited to the
City of Yakima in the event the successful bidder shall fail or refuse to enter into a contract with the
I City for the making and construction of the aforesaid improvement. All bids or proposals must be
in writing, sealed and filed with the City Clerk on or before the day and hour mentioned.
I The City reserves the right to reject any or all bids and proposals.
DATED this 15 day of January, 1999.
I (SEAL) Karen S. Roberts
City Clerk
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• I PUBLISH: January 21, 1999
January 22, 1999
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PROPOSAL
To the City Clerk
Yakima, Washington
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This certifies that the undersigned has examined the location of
WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT
LINE REHABILITATION
CITY OF YAKIMA PROJECT NO. 1641
I
and that the Plans, Specifications, and Contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, is understood. The undersigned
hereby proposes to undertake and complete the work embraced in this improvement, or as much
thereof as can be completed with the money available, in accordance with the said Plans,
Specifications, and Contract, and the following schedule of rates and prices.
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown and
shall be written in ink or typed. Show unit prices in figures only. Figures written to the right
of the dot (decimal) in the dollars column shall be considered as cents.
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PROPOSAL
UNIT PRICE BID SCHEDULE
I (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown.)
CITY OF YAKIMA
I
WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT LINE REHABILITATION
Project No. 98061
I CITY OF YAKIMA PROJECT NO. 1641
ITEM APPROX. UNIT PRICE AMOUNT
NO. QUANTITY ITEMS WITH UNIT PRICE BID ' DOLLARS -CTS DOLLARS -CTS
1. LUMP SUM Mobilization
7 U' "`) 7 J O v• ua
2. LUMP SUM Structure Excavation, Class B a 1 000 • coo a 0O0' ac
3. LUMP SUM Shoring and Cribbing or Extra Excavation f00 5-40o •uo
I 4. 500 TON Imported Backfill, as Directed /l0 .5
' 5. LUMP SUM Dewatering 000• °" a00""1
6. LUMP SUM Inspection /Cleaning of Pipeline gSDO' cd6 ,. 5'00'
' 7. 2 EA Manhole, 60 -Inch Diameter 3J00 "" 040 ' `�
}
8. 75 SY Asphalt Pavement Repair s Rio / ' °°
9A. 315 LF HDPE Sliplining
I (Method 1 - Butt Fusion) !Z0' 00 3 7 goo
9B. 315 LF HDPE Sliplining
I (Method 2 - Segmental Jointed)
9C. 315 LF PVC Sliplining
I (Method 3 - Segmental Jointed)
S UBTOTAL OF BID ITEMS 1, 2, 3, 4, 5, 6, 7, 8, 9A & 000
7.9% STATE SALES TAX O
T OTAL BID PRICE; INCLUDING BID ITEM 9A '
I SUBTOTAL OF BID ITEMS 1, 2, 3, 4, 5, 6, 7, 8, 9B
7.9% STATE SALES TAX
TOTAL BID PRICE, INCLUDING BID ITEM 9B
SUBTOTAL OF BID ITEMS 1, 2, 3, 4, 5, 6, 7, 8, 9C
I 7.9% STATE SALES TAX
TOTAL BID PRICE, BID ITEM,9C. .
I
I C: \Corel \SPECS \98061.YK.wpd
PROPOSAL SIGNATURE SHEET
I
WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT
1 LINE REHABILITATION
CITY OF YAKIMA PROJECT NO. 1641
' Receipt is hereby acknowledged of addendum(s) No. d , , and
' ( , ( fi n,, i cAz Sefv c' CT 3
(Bidder)
PROPOSAL MUST BE SIGNE
By:
' W4_ , 1999
����+ /
(Auk ized Official) I (Date)
'
32/o ``C r " 5 = #( 5u 1,e
Address
& i(N , b04- ggdo
1
Zs - -oM5ct
' (Phone Number)
' (Fax Number)
c S5ccsz
(Washington State Registration Number)
' NOTE: (1) If the bidder is a co- partnership, so state, giving firm name under which
business is transacted.
' (2) If the bidder is a corporation, this proposal must be executed by its duly
authorized officials.
' (3) If no bid is submitted, kindly mark "NO BID" and return to:
Yakima City Clerk
Yakima City Hall
129 North Second Street
Yakima, WA 98901
C:\Corel\SPECS\98061.YK.wpd
' Bond No.: AE 6126283
BID BOND
' KNOW ALL MEN BY THESE PRESENTS:
That we, CJ's Construction Services, Inc. , as Principal and Gulf Insurance Company
a corporation organized and existing under and by virtue of the laws of the State of Missouri, and duly authorized
' to do business in the State of Washington, Surety, are held and firmly bound unto
City of Yakima , hereinafter called the Obligee, in the penal sum of
' Five Percent 5 ( %) of the amount bid not to exceed Five Thousand and No /100 Dollars ($
5,000.00) for the payment of which in lawful money of the United States, well and truly to be made, we bind
ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these
presents.
' The condition of the above obligation is such that,
t WHEREAS, the Principal has submitted a bid for
W.W.T.P. Industrial Sewer Influent Line Rehabilitation
NOW, THEREFORE, if the Principal, upon acceptance by the Obligee of his bid identified above, within the
period specified therein for acceptance (sixty (60) days if no period is specified), shall execute such further
contractual documents, if any, and give such bond(s) as may be required by the terms of the bid as accepted within
the time specified (ten (10) days if no period is specified) after receipt of the forms by him, or in the event of failure
so to execute such further contractual documents and give such bonds, if the Principal shall pay the Obligee the
difference, not to exceed the penalty hereof, between the amount specified in said bid and such larger amount for
which the Obligee may procure the required work covered by said bid, if the latter be in excess of the former, then
this obligation shall be null and void, otherwise to remain in full force and effect.
Signed and Sealed this 5th day of February 19 99 .
CJ' Construction Services, Inc. (Seal) GULF INSURANCE COMPANY
Principal Surety
f e3 . B� �
aure , Attorney -in -Facts
/ ety Insurance Services of the NW
155 NE 100th, Suite 303 ;
Seattle, WA 98125
Telephone (206) 527 -6624
Fax No. (206) 527 -4358
1
6
(
- 111; 11 c c c-- 1')= ` °` SS S 1) = = 1,1 111= - 111= - - `111 = 111 1S1 1!1 - 111 111 11 1 J(r(tS_. 1 111 111 (( 111 111 S 111 111 111
1S T =1�1 - X 114 = 4S, = 511 -= 454 =514 = = 4SS -� 4'IS - == = SSS = 454 =SS4 = 544 �S41 = 544- 114' =514- SIS =544 = 414 = 415 = 145 = 1,S = 414 = 415 = S4S
El 1 =4 ( �'4t 1
'(� -= ~ ' -" �S = SS - = �S4S- lKS - SSS
11 =541 44 - 5 SSS = ISS ISS = SSS
GULF�INUFiAiNCE;C.O;MPieci�Y I r BOND_ rl
Syr 1 _ � = 11) �sT:1L'ours 11 w�isouRr -1)) =4 -11 Sri SINuMB � - 6
12;6 = 35 = 144 = 444 = 441 = 144 = 1N = 114 = 454
( -•• -- (,l _ (tl 1 _-«(-^(1l-^It(----Il•--(«-
,, I .,- - „ -=415 = Pow t ,EiA= aT�•oitNE1= 444111 --=N4 111= ,1,-- „r-- ,1,-- -, 1! -- II- ,,,- r!,- rll -Ir,- (1
11 = R IGI N ALSI 'O F�T HI S; POWERI 'OF = A {AIRE:1 BL II A (Af 451NAIVI,E,- ,-1 SS44 =4jj =444=M.- =-I44.- _-M- -- =•141- =4II
=1 � FTY• {PAPERI WITH�TEAL- INIC:- DUEL' IGA L= HAVEI RINCIFAL": � C I(TY ; jST A TADP E;_ZI,P (((---(( (((---- (((- •-- (((-- ((( ---( -
I S -CO J UN TION RI , I LIGfN ALOIV LY IWHEINTSSUED IN- 411" - 144` 111 Q O 1
jIl� jjj 4(4 41" � M - S (1 � c 4L:- . - 1 _
4 1,. ((1 ^ 1
11
= 541- 1KNOW ,N= AI�LMENIBYTHESEPRE T h a t l t h e - G E 1 f , I T S U i • a n c e l C o m - I I 4 = i C JS s ---- =.. I . T ( s - - E - I c 1 = t l `o aS S S 1 1 " e 4 n v - i 4 e 1 c s 4 1 1 l Iln 1 : - 6 - , : - _ - - - - - 1 V 4 - 6 7 : - = III I 1 S S -= 1
m aco_ oraiion,dul = or Atili ed underh
tel a fii te
'te=SlAofliIvss'ounh I S --- , r`-^ ! l -___'r` II{ y '- l l
I y -1.,� , y g, - 41� !- „ r- ,Ir ll: 1 1 ti-1 1= 3121014`- �'' C•;'-= s 't- s�ui tel =AIII - =114 -= 444 = 4 44 = =411
_principal office(In the city_of �Irving Texas; pursuant- to�the-followtng resolution ( _ t 1i --- (((•� f I (--- � I -- t t
-)) opfediriit Finance `. Ex' ecutt v e C ommiitee5fthe• B oardofDiiec"tois E ? n; _WA 5 5 1 9 . $ Sb -F2 -- II !"11'1'S11"`•151"'IIS' 515"51'
}S� on- tli:lthldaT•of'Augusr ,:1991 :to-wir:�111= 111- 111 = 11 --I'.I = 111 = 111 =1SS -=115 =111= 111. =SSI= 114 =SSS --111 = ISI = SIS =SII ; =1IS
1 - 44(= c zESLUED,,Sthatltne�Presiderti { E dice :PPe4Iderit1or= any,lSt.iorj iIS= = 114 SSS - -- SS4 1j4 - • 11j - jj4 - -- I j4 - M --- 414 • -- S14 -- - S jj --- 11j 1lj --- I ---
!S" i.J. O n c o sti�uting as nF' c t t s ucli,pis o nsefi_rms orcorpotations as =Si ,i iSS r rit Sll l i r SS1 rrr IS1 rrl 1SS rrrSSl I. S11 rrr S'S rrr 1II tft SIS Irr S1S Itl S1S r =i SI) = =i1S
S I y1 beae 'ected= fromrtimeao time;�and' any such= A[torney,-1n -Facq may, be r 141 r I 1 111 - I 1 I 1 1 1 - ■ 11- I' -' I -III - 1 r I r r- 1 r r 11=
nd =tile c;My_ granted: liim =r revoked by =the dent,_oi y Executive Vice - (- l { l r= { l l 1 l (r= { `,1 ' = l (1 -E FFEG:TI V E 1 DAT:EI (-2 { ( 1 ;1 I - I (( I 1 i - =
IS - a "
1 1J! . l 1 1 Pre'si ^ an
,r i I' ) I1 » ' r 1 1 ',rl 111 'lll ,Jl lll JI l lTll1
( S( President or -any Semor Vi ce I i : Ie by�fIT Board of_Directo s •or b y •the _ _ _
lI Hance; an d• EXec�ti veCommitte -o f:tne-Baar'd-of.Directors. i 1)i- 1�1 )r�-- '151 'I1I-' 1f1"SI1`�111` 111` III - - 144 -- III ---- 4I1" - I4S� -- Sj1 - - 111 ---- 111 - 1 _ I ----
i,_- -_.!Jr•�e --Irr ! , „_ , - ^!(l- l i -II - 1 - 9' - 1 t t t f 1
}I ) :RESOLVED, =th nothing:in :this:Power of.Attorney, shalllbe :construed as a :gr 4 , 111 7 111 111 111 ` 111"111 "111 ~ 111 = 111 111 11 111' - ' 111 ` _ 141
I( • aatho city " a tto rn ey( s), in l i, I ute 'acn owledge�deliverolloth=lli =111 = 111 - '111 -111 ^111 CONT AMO =Till - 111 - '
111•111 1'j
�erwise issue•atp pohies•of e ` belialflof GulfjInurance•C _
}4- ))1- RESOL s o fthe-Presid"ent,I Executive ;V -Pr - SII- 111` - ' -- 111 1)1`111' - ill" 1))`==111 = )11 ^ 111 =111••`= 111 - 1))• -1)1 , 114
affil -- 1-00 000 00- (ES' �-r)
j ( j j andlfhe_ Seallof thCompany- maybelaffixedonylJsuch ITi •-- --1,1�.=- 1,r.- ..- 'I,1_.._I 4-.111 II4-- jjj-" 11j "'j4j-^414`�'144-^SS1-"1,1--- r iwer of Attoi•ney_or an (certifit relating !thereto by_f� si!inlet( and (any�such� t iii . - SS i 11 i1 11 ' ;' "' "' „' "' "' - "' "' �= jl j _ 1 1 --• 11 r- »1 = =
iw ( exected.and ` certtfied . by_ fac l . lie _ . ! I r _ , I I r r _ r r ! r ! 1- I ! I B.ON D AMQU NT r! r _ r ! ! r l r l
EIS)v ) ti o lZalin thelfutuie iwitli' resp )to'a riybo nd ) aA M- -)I)-^I11„111 111- ,,, 111 = ^111-=-111 =^1.11 II1- 1 11 II1- ^IIi- --1'
i' , i' t � � 11 10, . ! -^ii ,i
4= documents: el ating:to l suchbonds,t.whi I chthey a i t - e:att l ached 111 = 111 =111= ISr 11�j -, QIO:o !40
=o j14 M 41 4 - 1'11 -- 411 - - 111 - - 111 -- 111 - - III = SII = =511
lllf llsur
rianf a :Ciitn an 'doesihreb e(make; fconstitute;arid a Olrt
i� c t -^ r 1 l --- C l l III t l l r f 1 -----
1 I I ---- t 11 ----1 I t'. t I t t t l --- ( l --- r( t
-- 11 iil111--lllp YI11;1 ' yllr�lI1, liI pPll) 1II' IIiII1 lrrIrlrlr- ^llr- ^�rl- ^rll -- " rrr -' 111 -" rll- ^rlr- ^l;r- ', ^Irl•• -- )1 `
44 =!�S= SSIISS= 511 =144= 514 ISI -=451• =111= SSS= NS -154 -SSS SIS = iSi = SiS - SSS = 151 = 411 = 415= SIS = "SSS - � = 115 = 511 = SSS = ISS = 4SS -= 151
- 441 111-- 114 = SIS= SIS =- 141 =4IS-y SSI- - - 1- 11•- - -M- =414-=-~411 =N - - SSI -:-I S= III- - -'SP- - -- 4H =SSl-- SS1-== 444 =4SS - -SSS=- =1.11- M -4SI-
iS - SSI= 511- 444 = SSS= SSS =-ISS =SIS = 41 111- ( SS -c -111- ;111 -II IS ( 1 =4I III =111= 111-`= 11 =111 =4S =iSS= -M =S1i = 141
M'ar- SS V Eaue` of- Set %t -1 - WA
-1 155`55 =S4I - =�=SSS =1 1 41 = 111-==514" i),ry4N 'SS1 ==i1) ==ii" 11,- ) = 1„= e );5" in-
•SS1
� 151= 114x= 4SI- =H1 ISI= iSi =SS ==Si4=
l =,i -4II-= 414 --S =5 N- 4SS -S1S 1SS .144544551 - 114 =5 ISi -III= III = U1= 114`114-=11:r - 114 i11-�=SSS= 151- ISS =SSS
-155 - III =SSI - SS =SI 1= S14 =5 = SiS - 41 - 11 - M. SS1 =111 =Ill =1S 7 - =115= II4= 111 =SSS- 1 .=---11 =415- = III =N4 =511= IIi=
I4 = - '4I -= 415= 114 -== 4 SSS- SII = Ni =S1 1 51r =541 =455 =111= S1-= 151- - -: - - = 151- ==111= 11-- SSI =ISS- 111` =1- 4 =111 =4iS =M= M= SSS
S - 144 = 514 -- 5{l =1SS =45-== ISI- -- 451 --- 114- SIi--- 'II1 -- 111 - - 1-iS1= 1 11 - - Ill =144 = S1I= II4 --111 =115 =111 =154 =114 -= =511 -= 411 =151 =-
SI -. ,)5- 111=551- ISI =Ii1 - -4II -- M- - 1 --SII= SI = SII-== 144 =SSS - 141 -=�= SSS-�== 115 =511-- 151- =SS 111 =1SS - -114= II4= II 4 =111- - 441
-'-1H-- 11 = = ( 11- -- ==5 (1(111 = 1(1= 1-- = 111 = .0 --- 1 - 151-111"111 -= =--- 11� 111 '1
(1 1
=( ( = 11 -- 4SI =451-
sj a nd d la wf ul '.atto w itti.fu ll ( p ower• `and a uth 11 o r i ty ( her eby co stea ;� xec ute, . acknow l ed g e ! and. deli er_i its
11 half; a ssuret bonds and f suret and to b Gulfi Insuran ce Co mpany therel 5r f tikaind to�t sam extetit)As• - M `111 Sll
41 kingsand documents: relaingto-s uch ana/ orlundei•[ akrngsl were gned ;bytliedulylauthonzed:officerof) the: GulfIns' urancelCompariyran `dall;the(actsofl:saidl - 'VII 4 -
. _R�R!torne' ( s) : . b'rsuant to_the a uthu herein: iven aieh ratified c onfimed ; _ _ _ _ _ _ _ _
11 Y1- ^n)lic.5- PI11- ---lSl--I1 -^o 111 g t)1- ^i
11e
1. - 1 11 1- ^r111 --SII' 111 -` 111 =1SS` - SIS` 541 _ -- 111 ---. -- -- - •SII - - 515`111 =111
- ISiTheSo jshallo: ex on :( :1;000;00)ollar = jSj.. . .-- SSS. SSj
-- . _ - • SIS ._•-. SIi Slj• - - Sll . SS I ....•- 4557. _ - • - SSS_. - . _ jlj.- S1S ._.-
J 1� „'11 irl rr r ompan 1 ,nr1t- "' -"! l,r- n1�
'ri r, r-�^
`IN WI-TNESS_WHEREQF ;.ihe:Gul Insui ;thee present - al,', esignedb an` of the Co mpany,and its:Gor orate`Seal'to`^ `
ll �5= ,,,�, � 1 1, I p 114- . 4,1 =411
� S1)=-- 511• -=511= SSS- SIS= SSI- =1N= 4II - (l l- ' ,!! = 451 SS1 = 151 = I4I 111 S1S -- 444 144 111 111 511 -r I1S
SS -51 =4I4 =S 511 --151 =111- -- =Mz=- 111 - -=II= III -=`;i s�a4'111d l 111 - 155 II1 111 1 =- 11 = 11 - 11 1 =1 11 = 55 -= = 141 -== 144 = SSS - - 111
- 11 - =ME .- 41 1 --- ISi - -- 441 - 1 11 = 154 -- II4 - SII IIS ----I`I�� a ' �PPO Rgii, ?�q(1 = 115-= M-,- SS 14GULFI §1 TITAN, III -- ii 511
51 - ,i = 151 = SSS =114 - 111 -II4 - SII = 115 - -= 111 1SI ( ( 4 - 1: II = 151 = 41 ( - 151 = 4II - M 5 - - 1 =11 111 = I4S = ITS 111 555
^il, E : - =q-- 111 - = 11 -= 115- 114 = 111- =154. =111= 1 =_ � ?� - 111== III = 111 =M 151 ,I-= 4 =S ∎
'� ='0•= SSl - 111 n=" Ill =511=
SS - = =1 111 -=41= 411= IS1 = =514- =N SIS = 115 ,1 !,) )IS-= 111 = III =: =('( 1/ S 5 11 " f- (1 =M="E 4 444115 . = NISI
- (1 = 111 =111 --111 -111 = 451 = 114 - 111 - M = "" 1 - - 1)1'!)1 = II4 - = 1 11- - 111 - 154 - 1� = 111- 111 - - 1)1 " 111 M" 111 - S4S
_ ATEOFNEwYOxx )i { '_ (1, __ - 111`111 - - 15 - 111 -- ' - 115 -- - 111
S I1= =,11 = - 111= - )11 --- III = '= _ S 111 _ - •111- - 41)II1 ---- , 111 - -- •iI1 -- IlI -- 411 - 511'Iil' eh T� to phe rE: SW a � o n --
-141 OuivToF�KY1vcS4SI - 114) 111 -- SS' ' 141 M - iIi'11 III M 14 - -- 1`M' de IS -- SIi --- ISI - 111 --- M - =-
I =;11= 1S((I 1((- ;(j {cl --1 (( (( - ( ( i = ( ( j(- i(( - ((1 = 11(- 1 - = (1 --1(1 ( 1(( =( ((( -ISS= 111=411
- ' r t• tie re i d e s- n1 h e Counf lof W D Nester Stat e`of Ne ta - h is hF of- ihG
e prilf Insu
( ( a nte Com or Woration ade`sci •ibedt ri arm `' ( •=
l I!I_ -,! . ,: )1,7._7.!,•_7. � l, I , !_ _ . , ._ h .. , , -_•,, � Il ..•,:p _y�, _ p „!__ , SS 415 S � 1
Si` ick_ executed• t Saiiove l msteument;lthafheknow•tli eal•of)atd_cort$ ration;5that_t1%e seal aftixedto•the, satdmstrumentsSisLsuchlcorporatelseftl tiiat_jSS SSS 555
{1 1 s so�affzed(by - o f_thr Bone of said-cor p a nd thatlhe hIl(n ke:oilde_r., 4S1 '" 141 " 411 -' - 111 =_-_. 111 " 111 ' 11I ` 11S
4l 111 = 111 = 451 =- H) � -- M - - " - 1 SII = M --- 111 M* M" -- 1 = SS1 -= - iIS =1 S�fI" 414 - - V ' li � M --- 111 = 411 ( _ = 11 = 111 -- SI1 111 - 1)1
i '(- �- ( r ut
1 --451=- - -III= 41--411= 111 = 11144= I1 1�111-,P��K.eq�r , (1--141 - -11 --II- 411- -1� !1 ,111= K14-'- I( '41 111 -- 411--111 =411=
4I-'II---il4 -114- -411 - -114 , 1 111 - - - III ---151--- IIy ,,s-- r4,. :c ill- -111 =1 1' `�'ly !�, Il�
r SS ; Ift 441 111 " t 111 - --111-- -111'411 • - 414
-11 - --=111 =111= 4II= II1 =11, 111 = 151 =111= 111- = S 1N c r 5 ,1 111 =1 rI)=_ S I4SPIROK_BANTIS II4 --451- -111 -- II1-iS'S1
I'1I1---Ii4•- -114 -- 411 111 ---- -141= - .-111--414- 9F -- tee- 111 - IS4 -111 =)) -454 -y � §tat ' I- ,1,- 414`111----414 -iII 111----111
-� 1Vota>• - Public State of New Yoeli
- i ( 1 t .--- I t i --- r t r - t t ( - ( -oF I Niv+ ' __-. �.. - No. 486345 _ _ _ _ _ _
-5 TATE•OENEW, YORK -- ,41,)154- 441---411-- 111 - ST- I;, )11 -1 - -111 - 111 --ISY: -111--111 = •'-- '; ' 414-- 111--M--5-111`III- -111
11 ' 111" - - 111 111 `-) JS t 11: Qua 1 r ; r
I- - 114 5` II - --115-- - �I14-- III' -- 141 --111` -411= C EXpi r es• Mayn2 � ' 20001I`41i`141 -- -- III 141 - �I4S
OUNTY OF NEW YORK= t 1
�1i1' =-,11 111-•- 1,1 -11, 414 �I14 = I1I = 114 = 111 - == 111 = 451 -== 114 J' 111 -= �111 = 111 = 111 = iI4` = 1H = 155 --- 141 == 111 -- 4\\ - - 441 = 111 = 4I) -- 1Si = 141
I I--- r'r_.-- rll- rrlr. 1 ^-- Irl�'I'.�rr' )))7..7._1( 06 --.r - In_- �-n'.� ! ,,, r'I.._• lu.. --rlt
SS-- 54=I; the - undersigned,-• Executiv ,,elVice t :of Gulf -Ii urancel Compan y; a5Miss o uri: Corporation ; .DO =HEREBYiCERTIF:VthatI foee an --' 511 ~.SI
taehe POW E R OFATTORNEY remans :in:ful
l:foce. 1( ( =. (1=
' -1 � 111 ,11-- 1, -- 1,1-- I1; ---- 1 11. - i rr1 -�1,1- ---r111 --411= 111 = 111 - 11i = 511 = SiI = 141 -== 414 = 11 = 111 = 114 = 415 = 511 -- 115 = 451 = SST =
SSE . 51- ((= =( = ( VII;-= f i . -4- Fi 1'I-= �S11 = 111 = 111 = 151 = 111 -- Si4 = 4II = 455 = SS4 = 41 = 454 = 111 = 111 - 5i4 -- SIS
Signed 'andS'aldatthe =Crty_ofNewYork, rsr.POl/.l�el' . 1 1
= 5 41 = 111 = 11 511 =)11 11 = 511 = I4S = Si1 =( ,1� = oP Rqr ° - -- , ( I 1 = SIS - S S 555 111 111 = 415 = 114 = 1ST = 15 - = 111 = 411 =
Si-d ,7 = 4II -14 4 - SS 5-= 141 - 5SS = 11 - 441 i �1 IZ= 451 = 141 = 1�', - li' 111- ' 1 ) y ii ,5- =151 -=151
1- ((_ 1 _ _ ( =� ( 4• -•-�(. (` y' _ _ Dated the`- 1 � =tir1` da of-F eb r ira =r ) i =9 =9
, I.� r r I- �IIJ --� 1 - ^ ,- I ,- r I
-; = III - - iI = 411 = SS4" 114 - 151 - == 1 4 5 }11 " = E i)I = 'SII -=- iS1 = 111 -== 41 ( = 111' - M 414 151 = 41 -- 441 = 1ST = 114 - = S - --
4S 141 = 111;; 4;1 = 5 ; 1 -= 11 S = 551 - =-- SSS = -- ITS• 11' ; s ;1 = 551 -== III 551 = 151 ; 444 - SSS SSS 114 iSS = 111 = S4
X151- 111• -1)S 155= SIS )11- 45 4ii- -= Ill -4) ; 1)' ( i ')1- r,l`111" IS14I•= u e 1 - 511 -( 514E kv- F- 4 - t - ( IN ; --M ="I4 =-111 =M= -7- 1=
it II 1,4 54 415, -S - -= 111 -- -1)5 =141 555 1,1. )= 411= Sit 111 - ®I -1P= ,I 151 -= 111--x= III- = 11415
V' i F1,4�MEFli =ISS - SIS =II4 =111-- =451 =M - 111 ML '-11-- -111 -M- 11= 115 --- 1 - 1(I SS =1 =111 = 511- =111 =M -z IN =M-s 14=
l
Lawrence P i t . V ter
- ==))5= 8 016= AES11= 111 - 145 --II1- -114 `114 444H)S- iSi- 111 ' 111 -SSS --111 ' - SIS' ISI - SS Ezecuiive`Vic e=Presiaent - S15 - 111 - - 111 - 1Ii - - 111 - 55
5
- 7151 - = 111 - = 111 SS4 = 111, =II.I =1 151,'= 4 =1 IS1 =`411, S4S -=SI4 415 111 ITS 511; - i c e 51�= - 551. ` - SS4- 111 = 14 =111 iii_
BID BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the
amount of $ , which amount is not less than five
percent (5 %) of the total bid.
Sign Here
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
' That we
as Principal, and
, as Surety,
are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of
Dollars,
for the payment of which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any award to the Principal for
' WASTEWATER TREATMENT PLANT INDUSTRIAL SEWER INFLUENT LINE REHABILITATION
according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall
duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal
or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties
approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the
Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be
I . null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith
pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond.
SIGNED, SEALED, AND DATED THIS DAY OF , 1999.
Principal
' Surety
1
' , 1999
Received return of deposit in the sum of $
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. 1 NON - COLLUSION DECLARATION
' ro proposal, hereby declare, under penalty of perjury I, by signing the p p y p ty p � ry under the laws of the
United States that the following statements are true and correct:
I 1. That the undersigned person(s), firm, association, or corporation has
(have) not, either directly or indirectly, entered into any agreement,
I participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with the project for which this
proposal is submitted.
I 2. That by signing the signature page of this proposal, I am deemed to
have signed and have agreed to the provisions of this declaration.
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City of Oak Harbor . �Q,,�
865 S.E. Barrington Drive ..
Oak Harbor, Washington 98277 — _ ' • I (360) 679-5551 _ �,"
Fax (360) 675 -2122 T _
�. 1- .,.:-';',;•"....,,, F
OFFICE OF TI it MAYOR ��. � � +�, ; �
t' , \ `„ :
STEVE DERNBACH ' Lt_�.,:v •
MAYOR
I April 9, 1997
Cheryl Rodriguez
I CJs Construction Services, Inc.
21104 - 125th Avenue S.E.
Kent, Washington 98031
I Dear Ms. Rodriguez: g ,
I .
The Oak Harbor Cit Council, at the April 8 business meeting, accepted as complete contract #96 -10'
Pioneer Way Storm Drain Repair Project. If after forty -five days no liens or claims are filed against the
I project, and upon receipt by the City of releases from the Department of Revenue . and Department of Labor
and industries, your retainage will be paid to you.
I Thank you for your continued interest in doing business with the City of Oak Harbor.
. Very Truly Yours,
Si phen A. ernbach
Mayor
c: Russ Knutson, Civil Engineer
Rosemary Morrison, City Clerk
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i .. w..,� sae. ..•.u.......,..r�,..... �•— +:.�+. --.�� .. ....,..... � .r, w+....- .- .�. -.r -. a.. .....
y
. �• -:�. .". ANACORTES P UIC WORKS DEPARTMENT
�� �t:�"'•�':''�:�, �yy Pro. BOX 547; AIVAcOFriES, tUR 9E:U1
4 ►fig
1 February 12, 1997
vi
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Mr. Brooks Samples
I ,
Cis Construction, Inc.
21104425th Avenue SE
Kent, WA 98031
RE: Letter of Recommendation — t..-... .1 '::t.4..!4'' tt
I To whom h may concern: ...... • . 0
•
I The City of Anacortes, in the fall of 1996, hired Cis Construction, Inc. to slipline 1750
linear feet of 12" sewer main using DOPE, and associated manhole restoration. We found
them to be very reasonable, timely, flexible to our needs and schedule, and the work they . It
I performed was top - notch. I would nopesitate to employ them on fl%ture projects or t
recommend them for work of this typo;, • • : , , r
:t ,
s
I If you have any questions regarding the reliability or professionalism of this arm, please do
not hesitate to call me at 3604934919 at any tune.
I Sincere ,
if
I v
David A. Lervik, P.E. r
Staff Engineer'
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' BIDDER'S DATA FORM
1. Past experience with similar type work include names, addresses, and telephone numbers
of clients, locations of jobs performed, and contract amount.
(�D C ; - )sy es- A IU A Cor k- e s — ! 1q6 SQwcc R n r /�v; n /g,2vick,
p. 0 . t3 s ,c 5 (17 ,4,u t co, J - w 4-. g t 1 3 ea 62 , 93 e /9
/ /!- ,r✓hco J-es — hl 6 SG, J- 3
oA k ,kAJizio-d ( ) c , lKn�d �'saa� f. !��►� i n cs�-�
abs 5e &cirri (51 / oakNct r Gec, ' a�7
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' '‚-' G 46 H Crsri EV? i. Q• & sv7 Aye A-CO!L'h'r LA) bs•- Gf L.te�i.i 4rfC P L - 560 •�93 /> /5
Lot, A - .dicier - 0 d ' , b ' f y 2ti/ )iASV r 0
2. Past maintenance services performed on similar systems; include names, addresses, and
telephone numbers of clients and locations where service was performed.
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3. Name and address of Bidder's bank; include branch and name of individual to be contacted
for financial reference.
C . l v re‘ /� +A4' Q�� IC Z`�'7��� 3',
O1 PI v JY► r✓12v'
' 4. What is the maximum amount of work, expressed in dollars, that you consider you are
capable of undertaking?
5. Attach last fiscal year's balance sheet.
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6. Are you currently a named party in any pending litigation? If so, please identify the civil action
number and jurisdiction.
I A)0
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1 7. List key personnel, including supervisory personnel, to be used on this project and their •
individual experience. .
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�'ESSE edr,u42-e , /g yEA-e S - "XPee.avic_e_ ,'a✓
I -i2uJP✓ re__h. 14K1 . - 1ec - k. no(oi; `5 .
I
1 8. Provide Washington State Contractor's registration (license) number.
I C3 CO 1 0 5 `
I 9. Documentation that the bidder has successfully completed at least three projects of the
magnitude equivalent to the work contained in this Contract. The previous projects must
have been for the same type of system and utilized the same materials being proposed by
I the bidder for this Contract. A bidder proposing on more than one system must. provide
experience data on each type of system and /or material being proposed. Completion of at
least three projects is a mandatory requirement for award of this Contract. Bidders must
I submit project description, project location, type of system used, size of project, and
owner /client name, address, and contact person. All information will be verified by the City
of Yakima Wastewater Division.
I PIeaSE Sox I -4 r 11) Ain 5S/ p homE Au in bei f
r � /99 L, . S o { m i n r � � h r . . A . A - / r 2 /S t n -- C. S 6 C srr str.x - : u u u a iu5 I L k €d
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bU ki -'or,a WDOC i0' dEam.p:�e,, pipe 4rv� A(JProv ' ,Ar 0-4
,, P ;one,w. (.00 4� .5-1-o fin art. Pro;Q.c ?3
I I CoAC_tre�e Suv@v. �n31al( °��s (.F
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0.e 27 S0e 2( ;ivim. Zy" CPO (11 217015-6 l( Approv SBd hF in GO 2 o
I f / v g a n . - ( - o vf`Fo l (
; Ac_ 1 1-1047 6, 1+ -c.5 e ci («P ✓ riv413 Z. " -4(girks= -
1 NOTE: Complete this Bidder's Data Form and submit with Bid. Failure to submit any or all of the
foregoing information will be cause for rejection of the bid affected.
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' SUBCONTRACTOR LIST
Prepared in compliance with Chapter 378 Laws of 1993
The following listed bid items (listed in numerical sequence) for this project have been proposed
for subcontracting to subcontractors as indicated for:
' WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT LINE REHABILITATION
City of Yakima Project No. 1641
Subcontractor Name - !e.i _i
' Item Numbers /ln,ivu /A-✓' 5 P/OGE J
g oes not-- Itii.vc- : •t -e4., noivt bee efr e-ot S��sraGvf2
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Subcontractor Name
' Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
•
Subcontractor Name
Item Numbers
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' Subcontractor Name
Item Numbers
1
' Subcontractor Name
Item Numbers
' Subcontractor Name
Item Numbers
Bid item numbers to be performed by the prime contractor:
Prime Contractor Name
(r
' Prime Contractor Name CAS � � n 5 1 C i ov) vu S .2 c ,
Categories of Work / • - h rr, i �' 4
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BIDDER'S CHECK LIST
' The bidder's attention is especially called to the following forms which must be executed, as
required, and submitted on the form purchased from the City and bound in the Contract
Documents:
' A. PROPOSAL
The unit prices, extensions, and total amounts bid must be shown in the space provided.
' B. PROPOSAL SIGNATURE SHEET
To be filled in and signed by the bidder.
' C. BOND ACCOMPANYING BID
This bid form is to be executed by the bidder and surety company unless bid is accom-
panied by a certified check. The amount of this bond shall be not less than 5% of the
total amount bid and may be shown in dollars or on a percentage basis.
D. BIDDER'S DATA FORM
' To be completed and submitted with bid.
E. SUBCONTRACTOR LIST
' This form must be filled in. Failure to provide this information will render the bid non-
responsive.
' F. AFFIRMATIVE ACTION PLAN
The bidder's certification on page 4 of "Requirement - An Affirmative Action Plan" must
be filled in and signed by the bidder. Failure to submit the certification will render the
' bid non - responsive.
The following forms are to be executed after the Contract is awarded:
' A. CONTRACT
This agreement to be executed by the successful bidder.
' B. PERFORMANCE BOND
To be executed by the successful bidder and his surety company.
C. CERTIFICATE OF INSURANCE
Refer to attached Informational Certificate of Insurance and Additional Insured
Endorsement.
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NONDISCRIMINATION PROVISION
I
'During the performance of this contract, the contractor agrees as follows:
I 6(1) The contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin. The contractor will take
I affirmative action to ensure that applicants are employed, and that employees are treated during
employment, without regard to their race, color, religion, sex or national origin. Such action shall
include, but not be limited to the following: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of
I compensation; and selection for training, including apprenticeship. The contractor agrees to post
in conspicuous places, available to employees and applicants for employment, notices to be
provided by the contracting officer setting forth the provisions of this nondiscrimination clause.
I '(2) The contractor will, in all solicitations or advertisements for employees placed by
or on behalf of the contractor, state that all qualified applicants will receive consideration for
employment without regard to race, color, religion, sex or national origin. •
I •(3) The contractor will send to each labor union or representative of workers with
which he has a collective bargaining agreement or other contract or understanding, a notice, to be
provided by the agency contracting officer, advising the labor union or workers' representative of
I the
24 1965, and shall post copies of the notice in�conspicuo places available 2 to employs and
applicants for employment.
•(4) The contractor will comply with all provisions of Executive Order No. 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.
•(5) The contractor will furnish all information and reports required by Executive Order
I No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the
contracting agency and the Secretary of Labor for purposes of investigation to ascertain
I compliance with such rules, regulations, and orders.
•(6) In the event of the contractor's noncompliance with the nondiscrimination clauses
of this contract or with any such rules, regulations, or orders, this contract may be canceled,
I terminated, or suspended in whole or in part and the contractor may be declared ineligible for
further Government contracts in accordance with procedures authorized in Executive Order No.
11246 of September 24, 1965, and such other sanctions may be imposed and remecies involved
as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order
I of the Secretary of Labor, or as otherwise provided by law.
'(7) The contractor will include the provisions of Paragraphs (1) through (7) in every
subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary
I of Labor issued pursuant to Section 204 of ch Exeive Order No. or 11246 of September er 2 1
s that such provisions will be binding upo n eawill
take such action with respect to any subcontract or purchase order as the contracting agency may
' direct as a means of enforcing such provisions including sanctions for noncompliance:
Provided, however, that in the event the contractor becomes involved in, or is threatened with,
litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the
I contractor may request the United States to enter into such litigation to protect the interests of the
United States.'
I
RESOLUTION NO. D - 4 S 1 6
A RESOLUTION adopting a "Women And Minority Business Enterprise
Policy" for the City of Yakima.
' WHEREAS, the City of Yakima is the recipient of federal
and state assistance which assistance carries with it the obli-
gation of contracting with Women And Minority Business Enter-
prises for the performance of public works, and
' WHEREAS, it is the intention of the City of Yakima that
Women And Minority Business Enterprises shall have the maximum
practicable opportunity to participate in the performance of
such public works, and
WHEREAS, the City of Yakima is determined to maximize
' Women And Minority Business Enterprise opportunities for parti-
cipation in its competitive bidding process through the adoption
' of the "Women And Minority Business Enterprise Policy" statement
' attached hereto, now, therefore,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA:
' The City Council hereby adopts the "Women And Minority
Business Enterprise Policy ", a copy of which is attached hereto
' and by reference made a part hereof. •
ADOPTED BY THE CITY COUNCIL this P L�_ day of
9
•
1983.
6.4), A. Oa A MA...LC .. \CL-1-0
Mayor
' ATTEST:
' City Clerk
I
CITY OF YAKIMA
' WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY
'
t is the policy of the City of Yakima that women and minority business
I y Y
enterprises shall have the maximum opportunity to participate in the
' performance of work relating to the City's activities. To this end, the City is
committed to take all necessary and reasonable steps in accordance with state
and federal the max and
opportunity t to compete fowomen nd to perform contracts. minority ss
enterprises t
In order to enhance opportunities for women and minority businesses to
participate �c. ate in certain contractor opportunities with the City of Yakima, and as a
recipient of federal and state financial assistance, the City is committed to a
women and minority business enterprise utilization program. The City is
' determined to maximize women and minority business opportunities through
participation in the competitive bidding process through women and minority
business enterprise affirmative action programs administratively established by
the City Manager and monitored and implemented in accordance with state and
' federal rules and regulations. All women and minority business enterprise
programs shall include specific goals for participation of women and minority
businesses in City projects of at least ten percent (10 %) of the total dollar value
of City contract over $10,000. Goals shall be reviewed and updated annually
by the City Manager for applicability and to ensure that the intent of this policy is
' acoomplished.
This statement of policy will be widely disseminated to all managers,
supervisors, minorities and women employed by the City of Yakima as well as
' to contractors, vendors, suppliers, minorities and women who may seek the
City's procurement and construction contracts related to the women and
minority business enterprise programs. Contractors associations will be made
' aware of construction projects affected by this policy through all available
avenues to assure that plans/specifications, bid forms, and invitations to bid are
as widely distributed as possible.
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CITY OF YAKIMA
' AFFIRMATIVE ACTION PLAN
The bidders, contractors and subcontractors will not be eligible for award of a
contract under this Advertisement for Bids unless it certifies as prescribed, that it
' adopts the minimum goals and timetable of minority manpower utilization and
specific affirmative action steps as set forth by the City of Yakima, This is
directed at increasing minority manpower utilization by means of applying good
faith efforts to carrying out such steps.
However, no contractor or subcontractor shall be found to be in noncompliance
solely on account of its failure to meet its goals within its timetables, but such
contractor shall be given the opportunity to demonstrate that it has instituted all
of the specific affirmative action steps specified by the City of Yakima, and has
made every good faith effort to make these steps work toward the attainment of
' its goals, all to the purpose of expanding minority manpower utilization on all of
its projects in the City of Yakima, Washington. In all cases, the compliance of a
bidder, contractor or subcontractor will be determined in accordance with its
respective obligations under the terms of these Bid Conditions.
All bidders and all contractors and subcontractors performing or to perform work
' on projects subject to these Bid Conditions hereby agree to inform their
subcontractors of their respective obligations under the terms and requirements
of these Bid Conditions, including the provisions relating to goals of minority
' employment and training.
Specific Affirmative Action Steps
' Bidders, contractors and subcontractors subject to this contract must engage in
affirmative action directed at increasing minority manpower utilization, which is
' at least as extensive and as specific as the following steps:
a. The contractor shall notify community organizations that the
contractor has employment opportunities available and shall
maintain records of the organizations' response.
' b. The contractor shall maintain a file of the names and addresses of
each minority worker referred to him and what action was
taken with respect to each such referred worker, and if the worker
was not employed, the reasons therefore. If such worker was not
' sent to the union hiring hall for referral or if such worker was not
employed by the contractor, the contractor's file shall document
' this and the reasons therefore.
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' c. The contractor shall promptly notify the Department of Housing
and Urban Development when the union or unions with whom the
contractor has a collective bargaining agreement has not referred
to the contractor a minority worker sent by the contractor or the
' contractor has other information that the union referral process has
impeded him in his efforts to meet his goal.
' d. The contractor shall participate in training programs in the area,
especially those funded by the Department of Labor.
' e. The contractor shall disseminate his EEO policy within his own
organization by including it in any policy manual; by publicizing it
in company newspapers, annual reports, etc., by conducting staff,
employee and union representatives' meetings to explain and
discuss the policy; by posting of the policy; and by specific review
of the policy with minority employees.
' f. The contractor shall disseminate his EEO policy externally by
informing and discussing it with all recruitment sources; by
' advertising in news media, specifically including minority news
media; and by notifying and discussing it with all subcontractors
and suppliers.
g. The contractor shall make specific efforts and constant personal
(both written and oral) recruitment efforts directed at all minority
organizations, schools with minority students, minority recruitment
organizations and minority training organizations, within the
contractor's recruitment areas.
h. The contractor shall make specific efforts to encourage present
minority employees to recruit their friends and relatives.
The contractor shall validate all man specifications; selection
requirements, tests, etc.
The contractor shall make every effort to promote after school,
summer and vacation employment to minority youth.
1 k. The. contractor shall develop on- the -job training opportunities and
participate and assist in any association or employer group
training programs relevant to the contractors employee needs
' consistent with its obligations under this bid.
1. The contractor shall continually inventory and evaluate all minority
' personnel for promotion opportunities and encourage minority
employees to seek such opportunities.
2
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m. The contractor shall make sure that seniority practices, job
classifications, etc., do not have a discriminatory effect.
n. The contractor shall make certain that all facilities and company
activities are non - segregated.
' o. The contractor shall continually monitor all personnel activities to
ensure that his EEO policy is being carried out.
1 p. The contractor shall solicit bids for subcontracts from available
minority subcontractors engaged in the trades covered by these
Bid Conditions, including circulation of minority contractor
' associations.
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1 BIDDERS' CERTIFICATION
A bidder will not be eligible for award of a contract under this invitiation for bids
unless such bidder has submitted r s a part of its b d the following certification,
' which will be deemed a part 9
BIDDERS' CERTIFICATION
,�
Gk`s Co,.k�r‘x�0+� -1 - certifies that: ��.�����
(BIDDER)
1. It intends to use the following listed construction trades in the work under
the contract • , . � ''` • .
I- 0 e 4-5
and;
as to those trades for which it is required by these Bid Conditions to comply with
' these Bid Conditions, it adopts the minimum minority and women workforce
utilization goals and the specific affirmative action steps for all construction work
(both federal and non - federal) in the Yakima, Washington area subject to these
' Bid Conditions, those trades being:
P �,,��� ,7 op 4-- h gala � t-
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and;
2. tt will obtain from each of its subcontractors and submit to the contracting
or administering agency prior to the award of any sub - contract under this
' contract the Subcontractor Certification required by these Bid Conditions.
' (Signature of Authorized Representative of Bidder)
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Subcontractors' Certification is not required at the time of bid. This Certification must be •
completed by each subcontractor prior to award of any subcontract
SUBCONTRACTORS' CERTIFICATION
' edifies that:
' (SUBCONTRACTOR)
1. It intends to use the following listed construction trades in the work under
' the subcontra
and;
As to those trades for which it is required by the a Bi d and wom workforce
with
comply
these Bid Conditions, it adopts the minimum minority
tion work
utilization goals and the specific affirmative action steps onn rso subject ull cons these Bid
(both federal and non - federal) in Yakima, 9
' Condition, those trades being:
' and;
f any
' 2 It will obtain from each of its subcontractors �oactop CertificationWequi�ed by
subcontract under this subcontract the Subcontractor
Bid conditions.
(Signature of Authorized Representative of Subcontractor)
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I Materially and Responsiveness
The certification required to be made by the bidder pursuant to
the these Bid
' Conditions is material, and will govern the bidder's performance
and will be made a part of his bid. Failure to submit the certification will render
I the bid non responsive.
Compliance and Enforcement
I Contractors are responsible for informing their subcontractor (regardless of tier)
as to their respective obligations under ubon actors hereby agree to
I ' applicable). Bidders, contractors an d c
from entering into any contract or contract modification l a pntr�ado Executive
Order 11246, as amended on September
from, or who is determined not to b ���10� P cantracts p d suantfor,
toExe
vernment
I contracts and federally assisted construction
The bidder, contractor or subcontractor shall carry out such sanctions
and penalties for violation of the equal opportunity cause including suspension,
imposed or
I termination and cancellation of existing e ant ac�g agency tithe Office of
ordered by the administering agency,
Federal Contract Compliance pursuant to the Executive Order. Any bidder, or
contractor or subcontractor who shall fail to carry out such sanctions and
I penalties shall be deemed to be in non - compliance with these Bid Condtions
and Executive Order 11246, as amended.
I Nothing herein is intended to relieve any contractor or subcontractor during the
I term of its contract on this project from compliance oT cont a utive Order 11246,
as amended, and the Equal Opportunity
a
Violation of any substantial requirement these Bid'rCond'tionsloncpd rig the
I c ontractor or subcontractor covered by
failure of such contractor or subcontractor workforce u
or and women tiiszationQ
I an
fair share of the trade's goals of minority provided at
shall be grounds forimposition der 1246, sanctions
as amended penalties p
Section 209(a) of Executive
Each agency shall review its contractors' and subcontractors' employment
II practices during the performance of the contract. If the agency determines that
the affirmative action plan no longer o represents
Compliance which shall be solely
I shall so notiry the Office of Federal
responsible for any final determination of that question and the consequences
thereof.
I In regard to these conditions, if the contractor or subcontractor meets its goals or
if the contractor or subcontractor can demonstrate of the subcontractor shall it B�
faith effort to meet those goals, the c as amended, t
I presumed to be in compliance with Executive Order 11246,
implementing regulations and its obligations under these Bid Conditions and no
1
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I shall be institut I
formal sanctions or proceedings leading toward eantr or subcantrador
unless the agency otherwise determines t
I not providing equal employment opportunities. In judging whether a contractor
or subcontractor has met its goals, the agency will consider each contractor's or
subcontractor's minority and women workforce utilization and will not take into on of
consideration the minority at and women the contractor or subcont ado has failed to rampfy
bcontractors.
I Where the agency finds
with the requirement of Executive Order 11246, as amended, the implementing
I regulations and its obligations under these Bid Conditions, the ag nc
take such action and impose such sanctions as may be app under
h such
Executive Order and the regulations. When the agency p
met the
formal action, it has the burden oproving Chet the failuae to not meet his
I requirements of these Bid Conditions,
evidence to show
goals shall shift to him the requirement oof with
Bid d Co ditions by
that he has met the good fat requirements
and by
' instituting at least the Specific Affi k ath steps eps work toward the attainment
making every good faith effort to make
its goals within its timetables. The Federal agencies pendency unhd t formal rmi png whether
I shall be taken into consideration by
such contractor or subcontractor can c� e e with the
�� po s b e prospective
Order 11246, as amended, and is
I contractor within the meaning of the Federal Procurement Regulations.
It shall be no excuse that the union with which the contractor has a collective
bargaining agreement providing for exclusive referral failed to refer minority and
I women employees.
I The procedures set forth in these a�rriinistersgaage�cy determines that such
when the head of ti? _ _�.,t� �...� y
contract is essential to the r«tI,:, "al security Upon making such
ward without I such procedures is necessary will the noti 9
determination, the agency fY
, in writing
the Director of the Office of
Federal Contractor Compiiance within thirty days.
I Requests for exemptions from these Bid Conditions must be made in writing,
with justification, to the:
I Director
Office of Federal Contractor Compliance
I U.S. Department of Labor
Washington, D.C. 20210
and shall be forwarded through and with the nd o seine t of file ports
I
Contractors and subcontractors must keep such
relating to the provisions of these Bid Conditions as shall be required by the
contracting or administering agency or the Office of Federal Contractor
I Compliance.
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' 1 of 4 MBElWBE FORM - 5195
1
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To: City of Yakima, Wastewater Division
' • 2220 East Viola
Yakima, WA 98901
Attn: Mr. Scott Stockton, Yakima Wastewater Treatment Plant
Re: Public Works Project, Project No. 1641
We are submitting the following information and documentation regarding Minority and Women Work
Force Utilization and Women and Minority Business Enterprises prier to award of the above contract as
required under Becton 1- 02.15, Pre -Award Information of the Speciai Provisions.
7. A. Identify the MBE's or WBE's used to fulfill the City's WMBE goal of 10 %.
111 Name of MBEIWBE CJs CO.1.644.1tkV#J SQt`''c . hc.
Certification No. 01 5 rY1, 7 o'
' Bid items above MBEWBE will accomplish I - o / - 9 ka
Percent of bid items to total bid (without sales tax): 2_0
•
Name of MBEMBE k-
' Certification No.
Bid items above MBEWBE will accomplish
Percent of bid items to total bid (without sales tax): __
Total percent of MBENIBE bid items in project (without sales tax): /G? %
1
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2 of 4 MBEIWBE FORM - 5195
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(If total percent of MBEJWBE bid items in project are not at or above the City's goal of 10%
provide the information and documentation required in section 7. B.)
' 7. B. Identify the MBE's or WBE's contacted for subcontractor work:
N ame of MBEJWBE &V A
1 7.8.1.
Certification No.
Contact Person: Phone Number.
Bid items above MBEJWBE was requested to quote:
Reasons for not selecting:
Documentation regarding MBENVBE contact is attached: YES NO
' 7. B. 2. Name of MBE/WBE
Certification No.
Bid items above MBEJWBE was requested to quote:
Reasons for not selecting:
Documentation regarding MBE/WBE contact is attached: YES NO
7. B. 3. Name of MBEJWBE
' Certification No.
Bid items above MBEJWBE was requested to quote:
Reasons for not selecting:,
Documentation regarding MBE/ BE contact is attached: YES NO
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3 of 4 MBEIWBE FORM - 5195
7. B. 4. Name of MBE/WBE
Certification No.
Bid items above MBE/WBE was requested to quote:
' Reasons for not selecting:
1
Documentation regarding MBEMIBE contact is attached: YES NO
7. B. 5. Name of MBEMBE
1 Certification No.
1 Bid items above MBEMBE was requested to quote:
Reasons for not selecting:
1
Documentation regarding MBEMIBE contact is attached: YES NO
8. Identify the subcontractors with the percentage of work they will do.
Subcontractor Name Percent of Work
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4 of 4 MBEIWBE FORM - 5195
111 9. Furnish an Affirmative Action pr
subcontract e ethnic category, on the subcontractor's employees
t
proposed to be utilized to do
1 It n work.
Subcontractor Name:
Ethnic Category Number of Employees
I Black
Hispanic
I American Indian or Alaskan Native
Asian or Pacific Islander
Other.
I White
Subcontractor Name: A
1 Ethnic Category Number of Employees
Black
I Hispanic
American Indian or Alaskan Native
Asian or Pacific Islander
I Other.
White
I 10. Furnish an Affirmative Action profile, by ethnic category, on the bidder's employees proposed
to be utilized to do the contract work.
I Ethnic Category Number of Employees
Black J.
Hispanic
American Indian or Alaskan Native
Asian or Pacific Islander
Other.
I White
I (Contactor) _C Co-A5 yG` v` - )�°r•o i c-e S ,I C.
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CONTRACT DOCUMENTS
1 Contract Form ❑-
Performance Bond Form ❑
1 Insurance Form ❑
1 Minimum Wage Affidavit Form ❑
1 Prevailing Wage Rates ❑
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1 /
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C: \Core l\S P EC S \98061.YK.wpd
1
I CONTRACT
I THIS AGREEMENT, made and entered into in triplicate, this _ day of 1999, by and
between the City of Yakima, hereinafter called the Owner, and CJ's Constructi on Services , Inc.
a Washington Corporation, hereinafter called the Contractor.
I WITNESSETH:
That in consideration of the terms and conditions contained herein and attached and made a part of this
I agreement, the parties hereto covenant and agree as follows:
I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID
AMOUNT OF$ 69,056.00 for INDUSTRIAL SEWER INFLUENT LINE REHABILITATION
I Project No. 1641 all in accordance with, and as described in the attached plans and specifications
and the 1996 Standard Specifications for Road, Bridge, and Municipal Construction which are by this
reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the
work provided under this contract and every part thereof.
Work shall start within ten (10) days after the Notice to Proceed and shall be completed in ( )
working days. The first chargeable working day shall be the 11th working day after the date on which the City
I issues the Notice to Proceed.
If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum
specified in the Standard Specifications for each and every day said work remains uncompleted after
expiration of the specified time, as liquidated damages.
I The Contractors 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
this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the
I City of Yakima.
II. The City of Yakima 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
I complete and finish the same according to 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 hereto attached, at the time and in the manner and
upon the conditions provided for in this contract.
I III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns,
does hereby agree to the full performance of all the covenants herein contained upon the part of the
I Contractor.
IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into
this contract, except as expressly provided herein.
I IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year
first herein above written.
I Countersigned: CITY OF YAKIMA CONTRACTOR
this / / 'day of 1999 CJ's Construction
- er Sery i ces , Inc. , a Washington Corporation
I Contractor,
City Manager d
mt0 ' `� By:
I Attest: x �� ( Q n ature)2 ..ops,,,„ e Z.--
i ; I Print Name
City Clerk � ' 1
�, y s ,
Its V I C_t Rea);ktd
":,,:: _ f;,'. (President, Owner, etc.)
3210 C St. NE, Suite A
Address:
I Auburn, WA 98002
I
I
I
I PERFORMANCE BOND
I BOND TO CITY OF YAKIMA
•
I KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned.
I , a corporation
as Prvxz'.al and as a surety
organized and existing under the laws of the State of
corporation, and qualified under the laws of the State of Washington to become surety upon bonds of
e
contractors with municipal corporations, as surety, are jointly t and he severally el which sum o and to th e
CITY OF YAKIMA in the penal sum of $
bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be.
I This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of
the CITY OF YAKIMA.
DATED a Yakima, Washington, :his day of
19_
1 Nevertheless, the conditions of the above obligations are such that:
WHEREAS, pursuant to action taken by the Yakima City Council on ,19_, the City
I Manager and City Clark of the CITY OF YAKIMA has let or is about to said
a certain contract, the said contract being numbered and providing for
(which contract is referred to herein and is made a part
I hereof as though attached hereto), and ,
WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to
perform the work therein provided for in the manner and within the time set forth;
I NCW THEREFORE. i the sad
shall faithfully perform all of the provisions of said contract in the manner and within the time therein sat
forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers,
mechanics, sub - contractors and material men, and all persons who shall supply said principal or sub -
' contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF
YAKIMA, its employees. agents, and elected or appointed officials, harmless from any loss or damage
occasioned to any person or property by reason of any carelessness or negligence on the part of said
principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF
I YAKIMA. its employees. agents, and elected or appointed officials, harmless from any damage or expense
by reason of failure of performance as specified in said contract or from defects appearing or developing in
the material or workmanship provided or performed under said contract within a period of one year after its
acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but
otherwise it shall be and remain in full force and effect.
I Approved:
I
I
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- . C r �,.a •s.. -�LX� • -
� �. O • .• .- r
(���� \ �Y �-.�, .� " � ` jam ` 1 45. $� -�j�t ifiYt OAT! 11WlO0/Y�1
OF Y t�1V1 . .'� 1
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
mamas THIS MO RIGHTS UPON THE CERTIFICATE HOLDER. THIS C£RTIRC Tt
1
+ DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BT THE
ADDRT ESS POLICIES IIELOW.
ADDR COMPANIES AFFORDING COVERAGE
COMPANY A A— VII OR BLI1LA A DMITTED CARRIER.
0 D A — VII OR. Bk./ TI.tt ADMIIED CARRIES
• IwtUI�
I COMPANY C OQ
LLITTFA C� _
CONTRACTOR V ilk V
ADDRESS CO ,a ° A
COMPANY E Cr I
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COY ERAO TO I • . - ♦ , E INSURED NAMED ABOVE FOR THE POLICY PERI00
THIS t TO CERTIFY THAT THE POUY:ES OF INSURANCE USTED BELOW ITION OF AN a , OR OTHER DOC:JI4ENT WITH RESPECT TO WHICH THtS
INDICATED. NOT'NITI+STAN ANY Y PERTAIN. TH T Nsu 4 :C:ES DESCRIBED HEREIN IS SUBJECT TO AU. THE TEAKS.
CERTIFICATE !RAY 3E SSUED OP MAY PERTAIN. "FIE INSiJRANC£ AFFORDED 3 � iuCED BY PAID CiAIYS.
EXCLUSIONS AND CCNOITiCNS CF SUCH POLICIES. LIMITS SHOWN I4AY HA 'MAY B Y A ID 0r uMm
POUR:'
TYF CF IMSUAAMC! POIJCT ;WINNER POLICY tuswoci'r1 SATE (MWOOffn GET+ERAL AGGREGATE f
2,000,000
A °f "� OM M EFI -AL 01/01/93 01/01/94 PiO01`�CDMP'�P ° °' i 1,000,000
X GGu CLAI . DE0E? - UAB C.I PE
ABC 1 RSC AL i ACV. iruUAY i 1,000,000
C,.,uu5 uADE x OCCUR- EACH pCO:JAAEl+CE i 1 , 000 a Q
QWNEP'S i CvMTRACTGR'S Pilot. FIRE DAYA °E (Ain am rim/ i 50,000
X PER JOB AGGREGATE WED. EJO +SE WA/ as weal $ 5. fltlf
GGueINED SINGLE i
B AUTOMOBILE UABILIn u
1,000,0
% A AUTO DE? 456 01/01/93 01/01/94 NY
gpDltY ?UURY $
ALL OWNED AUTOS (PM 1L'f .I
SCrEDU =O AUTOS BOO ILY INJURY
i
HIRED AUTOS IPA+ .c q
NON-OWNED AUTOS O •
GARAGE ',J BILITv
PROPERTY D $
1 EACH CC:CLRRENCE i
MESS 6PEU' FORM AGGREGATE i '-
UMBRELLA FCAu
QTI.ER "?UN :uBPC :� FQRY b STATUTORY LIMITS
WORKER'S COMPENSATION AC:C:DENT $ 1,000900
IR‘ AIM 4C° oISEAS>E —apuCr Law i
0l /O t / ?3 01 /01 /94 0 ' " — � 7 p
JG1°`oYEg i 1,000,000
E.MROYERS {JASIUT'T ARC 1 . 7 . 4
r ill OTHER
I t
1 DESCRIPTION OF OPERATIONSILOCAT5p4/YUUCLESSPEO AL ITEMS •
CITY OF YAKIMA, THEIR AGENTS, EMPLOYEES, F, ANDITILECTEDDNORRADSOINTEDROFFICIA LLS, AND
I HUIBREGTSE, LOUMAN ASSOCIATES, I ,
NCEL1ATION • I , C£RSIFICATE HOLDER
C
' SHOULD ANY OF THE ABOVE DESCRIBED POUCIES SE CANCEi BEFORE THE
CITY OF
EXPIRATION DATE THEREOF. THE LS
SUING COMPANY WILL
1 ' 129 N. 2 -_"'
ND S
I MARTHA, WA. 98901 MAIL ?n DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
`1D ST.
� �°
1 AUTHGRLZED Rt9RE. XTATM
- SIGNED BY AGENT CACORD CORPORATION 1490
AcORa 25-5 [?rear
7.
II
1 1ST REPRINT
COMMERCIAL LIABILITY JUNE 1
CGL— ENDORSEMENTS
111 POLICY NUMBER: ABC 123 COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
1 SURED- OWNERS ADDITIONAL IN RS, LESSEES OR (FORM B) Q� -
CONTRACTORS ( GO
1 FO ti
This endorsement modifies insurance provided under the following: ,(`O
I � `
COMMERCIAL GENERAL LIABILITY COVERAGE PART. ��
SCHEDULE a�
Name of Person or Organization:
CITY OF YAKIMA, THEIR AGENTS, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS, AND
III HUIBREGTSE, LOUMAN ASSOCIATES, INC.,,
(If no entry appears above, information required to complete this endorsement will be shown in the Declara-
II tions as applicable to this endorsement.)
WHO IS AN INSURED (Section 111 is amended to include as an insured the person or organization shown
I in the Schedule. but only with respect to liability arising out of "your work" for that insured by or for you.
I .
6s
�P
1 P ,s
I �y� Date
Agenc Signature
I
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I
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CG 20 10 11 85 Copyright. Insurance Services Office. Inc. 1984
• te ... V1.112011
. . �
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I
1 MINIMUM WAGE AFFIDAVIT
I
I STATE E OF WASHINGTON) ss
COUNTY
OF YAKIMA )
I
I I, the undersigned, having been duly sworn, depose, say and certify
that in
performance of the work, payment for which this voucher is
submitted, d, with the p per hour tc each classification of
submitted, l have paid the following rate p
laborers, workmen, or mechanics, as indicated upon the attached list, now
I referred to and by such reference incorporated in and made an integral part
hereof, for all such employed in the performance of such work; and no laborer,
rn
workman or mechanic so employed upon such work has been paid less than
I the prevailing rate of wage or less than the minimum ate 01 wages as specified
in d
principal contract; that I have read the above and foregoing statement
..
the contents ;hereof and the substance as set fork therein
and certificate, know
I is true to my knowledge and belief.
I n '
ar ,i,,, 6 . 5 ,..r._ ..---6.,,e- "
'7L-{
bsc.ibed and worn to before me on this ` day of
I 1
� � _ / -
ctary Pu011C in and for the State Of
Washington residing at - ("r" -
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I
PREVAILING WAGE RATES
The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the
performance of any part of this Contract shall be in accordance with the provisions of Chapter
39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries
are by reference made a part of this Contract as though fully set forth herein. The current schedule
of prevailing wage rates for the locality or localities where this Contract will be performed, as
determined by the Industrial Statistician of the Department of Labor and Industries, is included in
these Contract Documents.
Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is
imperative that all contractors and subcontractors familiarize themselves with the current wage
rates, as determined by the Industrial Statistician of the Department of Labor and Industries,
before submitting bids based on these Specifications.
In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature
and such dispute cannot be adjusted by the parties in interest, including labor and management
representatives, the matter shall be referred for arbitration to the Director of the Department of
Labor and Industries of the State and his decision thereon shall be final and conclusive and binding
on all parties involved in the dispute as provided for by RCW 39.12.060 as amended.
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C: \Corel\SPECS \98061.YK.wpd
1
State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section - Telephone (360) 902 -5335
PO Box 44540, Olympia, WA 98504-4540
1 Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects, workers' wage and benefit rates must add to not less than this
1 total. A brief description of overtime calculation requirements is provided on the Benefit Code Key.
YAKIMA COUNTY
Effective 09-02 -98
(See Benefit Code Key)
• Over
1 Classification
H PREVAILING Time Holiday Note
WAGE Code Code Code
ASBESTOS ABATEMENT WORKERS
H JOURNEY LEVEL $22,62 1M 5D
LERMAKERS
JOURNEY LEVEL $33.63 1R 5N
BRICK AND MARBLE MASONS
I JOURNEY LEVEL $28.62 lB 5A
CABINET MAKERS (IN SHOP)
JOURNEY LEVEL $8.45 1
CARPENTERS
I ACOUSTICAL WORKER $26.30 1M 50
CARPENTER $26.04 1M 5D
CREOSOTED MATERIAL $26.14 IM 5D
I DRYWALL APPLICATOR $26.04 1 M 5D
FLOOR FINISHER $26.17 1 M 5D
FLOOR LAYER $26.17 1M 5D
FLOOR SANDER $26.17 1M 5D
MILLWRIGHT $31.77 1M 5D
PILEDRIVERS, BRIDGE DOCK & WARF CARPENTERS $30.77 1M 5D
PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $30.97 IM 50
SAWFILER $26.17 1M 50
I SHINGLER $26.17 1M 5D
STATIONARY POWER SAW OPERATOR $26.17 1M 5D
STATIONARY WOODWORKING TOOLS $26.17 1M 50
CEMENT MASONS
JOURNEY LEVEL $16.85 1
DIVERS & TENDERS
DIVER $66.30 1M 5D 8A
I DIVER TENDER $32.98 1M 50
DREDGE WORKERS
ASSISTANT ENGINEER $31.22 iT 50 8L
ASSISTANT MATE (DECKHAND) $30.78 1T 5D 8L
I BOATMEN $31.22 iT 5D 8L
ENGINEER WELDER $31.27 1T 5D 8L
LEVERMAN, HYDRAULIC $32.66 iT 5D 8L
MAINTENANCE $30.78 1T 5D 8L
I MATES $31.22 IT 5D 8L
OILER $30.86 1T
50 8L
DRYWALL TAPERS
JOURNEY LEVEL $23.61 1 P 5A
I ELECTRICIANS - INSIDE
JOURNEY LEVEL $33.82 1J 5Z
ELECTRICIANS - MOTOR SHOP •
I CRAFTSMAN 2A 6C
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YAKIMA COUNTY
I
Effective 09 -02 -98
* * ***** *+*** l *AAw********k***Ih*************** * *** ******** **** *** *AAAAA.** ****
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
JOURNEY LEVEL $14.69 2A 6C
I
ELECTRICIANS - POWERUNE CONSTRUCTION
CABLE SPLICER $34.69 4A 5A 8E
CERTIFIED LINE WELDER $31.88 4A 5A 8E
I
GROUNDPERSON $23.03 4A 5A 8E
HEAD GROUNDPERSON $24.21 4A 5A BE
HEAVY LINE EQUIPMENT OPERATOR $31.88 4A 5A 8E
JACKHAMMER OPERATOR $24.21 4A 5A 8E '
JOURNEY LEVEL LINEPERSON $31.88 4A 5A 8E
LINE EQUIPMENT OPERATOR $27.05 4A 5A 8E
POLE SPRAYER $31.88 4A 5A 8E
POWDERPERSON $24.21 4A 5A 8E I
ELECTRONIC & TELECOMMUNICATION TECHNICIANS
JOURNEY LEVEL $12.07 1
ELEVATOR CONSTRUCTORS
CONSTRUCTOR $28.45 4A 61
I
MECHANIC $38.49 4A 6l
MECHANIC IN CHARGE $42.49 4A 61
PROBATIONARY CONSTRUCTOR $14.88 4A 61 I
•
FABRICATED PRECAST CONCRETE PRODUCTS
CRAFTSMAN $8.65 1
LABORER $6.00 1
PRODUCTION WORKER $7.15 1
FENCE ERECTORS
FENCE ERECTOR $13.80 1
FENCE LABORER $11.60 1
FLAGGERS I
JOURNEY LEVEL $20.90 1M 5D
GLAZIERS
JOURNEY LEVEL $17.52 1B 61
I
HEAT & FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC $32.33 1F 5C
HEATING EQUIPMENT MECHANICS
MECHANIC $18.45 1J 5A
I
INDUSTRIAL ENGINE AND MACHINE MECHANICS
MECHANIC $15.65 1
INDUSTRIAL POWER VACUUM CLEANER
JOURNEY LEVEL $9.07 1 I
INSPECTION /CLEANING /SEALING OF SEWER & WATER SYSTEMS BY
REMOTE CONTROL
CLEANER OPERATOR, FOAMER OPERATOR $9.73 1
GROUT TRUCK OPERATOR $11.48 1
I
HEAD OPERATOR $12.78 1 •
TECHNICIAN $6.25 1
TV TRUCK OPERATOR $10.53 1
INSULATION APPLICATORS I
JOURNEY LEVEL $27.67 1M 5D
IRONWORKERS
JOURNEY LEVEL $31.42 1B 5A I
LABORERS
ASPHALT RAKER $23.10 1M 5D
BALLAST REGULATOR MACHINE $22.62 1M 5D
BATCH WEIGHMAN $20.90 1M 5D I
Page 2
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I YAKIMA COUNTY
Effective 09-02 -98
(See Benefit Code Key)
I Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I CARPENTER TENDER $22.62 1M SD
CASSION WORKER $23.46 1M 5D
CEMENT DUMPER/PAVING $23.10 1M 50
CEMENT FINISHER TENDER $22.62 1M 5D
I CHIPPING GUN (OVER 30 LBS) $23.10 1M SD
CHIPPING GUN (UNDER 30 LBS) $22.62 1M 5D
CHUCK TENDER $22.62 1M 5D
I CLEAN -UP LABORER $22.62 1M 5D
CONCRETE FORM STRIPPER $22.62 1M 5D
CONCRETE SAW OPERATOR $23.10 1M 5D
CRUSHER FEEDER $20.90 1M 5D
I CURING LABORER $22.62 1M 50
DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $22.62
1M SD
DITCH DIGGER $22.62 1M 5D
DIVER $23.46 1M 5D
I DRILL OPERATOR (HYDRAULIC, DIAMOND) $23.10 IM 5D
DRILL OPERATOR, AIRTRAC $23.46 1M 50
DUMPMAN $22.62 1M 50 .
FALLER/BUCKER, CHAIN SAW $23.10' 1M 5D
I FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT $18.58 1M 50
construction debris cleanup)
FINE GRADERS $22.62 1M 5D
FIRE WATCH $22.62 1M 5D
I FORM SETTER $22.62 1M 50
GABION BASKET BUILDER $22.62 1M 5D
GENERAL LABORER $22.62 1M 5D
I GRADE CHECKER & TRANSIT PERSON $23.10 1M 5D
GRINDERS • $22.62 1M
50
GROUT MACHINE TENDER $22.62 1M 5D
HAZARDOUS WASTE WORKER LEVEL A $23.46 1M 50
I HAZARDOUS WASTE WORKER LEVEL B $23.10 1M 50
HAZARDOUS WASTE WORKER LEVEL C $22.62
1M 5D
HIGH SCALER $23.46 1M 5D
HOD CARRIER $23.10 1M 5D
I JACKHAMMER $23.10 1M 5D
LASER BEAM OPERATOR $23.10 1M 5D
MINER $23.46 1M 50
I NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $23.10 1M 5D
PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE,
SHOTCRETE, WATER BLASTER
PAVEMENT BREAKER $23.10 1M 50
PILOT CAR $20.90 1M 5D
•
I PIPE RELINER (NOT INSERT TYPE) $23.10 1M 50
PIPELAYER & CAULKER $23.10 1M 5D
PIPELAYER & CAULKER (LEAD) $23.46 1M 5D
I PIPEWRAPPER $23.10 1M 5D
POT TENDER $22.62 1M 50
POWDERMAN $23.46 1M 50
POWDERMAN HELPER $22.62 1M 5D
I POWERJACKS $23.10 1M 50
RAILROAD SPIKE PULLER (POWER) $23.10 1M 5D
RE- TIMBERMAN $23.46 1M 5D
RIPRAP MAN $22.62 1M 5D
1 SIGNALMAN $22.62 1M 5D
Page 3
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YAKIMA COUNTY I
Effective 09-02 -98
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
SLOPER SPRAYMAN $22.62 1M 5D
I
SPREADER (CLARY POWER OR SIMILAR TYPES) $23.10 1M 5D
SPREADER (CONCRETE) $23.10 1M 5D
STAKE HOPPER $22.62 1M 50
I
STOCKPILER $22.62 1M 5D
TAMPER & SIMILAR ELECTRIC. AIR & GAS $23.10 1M 5D
TAMPER (MULTIPLE & SELF PROPELLED) $23.10 1M 5D
TOOLROOM MAN (AT JOB SITE) $20.90 1M 5D
I
TOPPER- TAILER $22.62 1M 513
TRACK LABORER $22.62 1M 5D
TRACK LINER (POWER) $23.10 1M 5D
TUGGER OPERATOR $23.10 1M 5D
I
VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $22.62 1M 5D
VIBRATOR $23.10 1M 50
WELDER $22.62 1M 50
WELL -POINT LABORER $23.10 1M 5D
I
LABORERS - UNDERGROUND SEWER & WATER
GENERAL LABORER $22.62 1M 50 .
PIPE LAYER $23.10 1M 5D
I
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.38 1
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1
' LANDSCAPING OR PLANTING LABORERS $7.63 1 I
LATHERS
JOURNEY LEVEL $26.04 1M 50
MACHINISTS (HYDROELECTRIC SITE WORK)
MACHINIST $16.84 1 I
METAL FABRICATION (IN SHOP)
FITTER $12.00 1
LABORER $10.31 1
I
MACHINE OPERATOR $11.32 1
PAINTER $12.00 1
WELDER $11.32 1 .
MODULAR BUILDINGS
I
JOURNEY LEVEL $14.11 1
PAINTERS
JOURNEY LEVEL $16.75 1
PLASTERERS
I
JOURNEY LEVEL $31.78 1R 5A
PLAYGROUND & PARK EQUIPMENT INSTALLERS
JOURNEY LEVEL $7.63 1
PLUMBERS & PIPEFITTERS I
JOURNEY LEVEL $37.40 1B 5C
POWER EQUIPMENT OPERATORS
ASSISTANT ENGINEERS $29.39 1T 5D 8L I
BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $31.85 IT 50 8L
BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $32.29 IT 50 8L
BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $32.79 iT 5D 8L
BACKHOES, (75 HP & UNDER) $31.49 IT 50 8L
I
BACKHOES, (OVER 75 HP) $31.85 1T 5D 8L
BARRIER MACHINE (ZIPPER) $31.85 IT 5D 8L
BATCH PLANT OPERATOR, CONCRETE $31.85 iT 5D 8L
BELT LOADERS (ELEVATING TYPE) $31.49 1T 5D 8L I
Page 4
I
I
I YAKIMA COUNTY
Effective 09-02 -98
rrrr
rrrr rrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr wrrtirrrrrrrr*rrr
(See Benefit Code Key)
I Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
I BOBCAT $29.39 1T 50 8L
BROOMS $29.39 1T 5D 8L
BUMP CUTTER $31.85 1T 5D 8L
CABLEWAYS $32.29 IT 5D 8L
I CHIPPER $31.85 1T 5D 8L
COMPRESSORS $29.39 1T 5D 8L
CONCRETE FINISH MACHINE - LASER SCREED $29.39 1T 5D 8L
CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $31.85 IT 5D 8L
I CONCRETE PUMPS $31.49 1T 5D 8L
CONVEYORS $31.49 1T 5D 8L
CRANES, THRU 19 TONS, WITH ATTACHMENTS $31.49 IT 50 8L
I CRANES. 20 - 44 TONS, WITH ATTACHMENTS $31.85 1T 5D 8L
CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $32.29 IT 5D 8L
WITH ATACHMENTS)
CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $32.79 1T 5D 8L
I WITH ATTACHMENTS)
CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $33.29 IT 50 8L
WITH ATTACHMENTS)
CRANES. A- FRAME, 10 TON AND UNDER $29.39 1T 50 8L
I CRANES, A- FRAME, OVER 10 TON $31.49 1T 5D 8L
CRANES. OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $33.52 IT 5D 8L
ATTACHMENTS
CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $31.85 1T 5D 8L
I CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $32.29 1T 5D 8L
CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $32.79 IT 5D 8L
CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $32.79 1T 5D 8L
CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $33.29 1T 5D 8L
I CRUSHERS $31.85 IT 50 8L
DECK ENGINEER/DECK WINCHES (POWER) $31.85 1T 5D 8L
DERRICK, BUILDING $32.29 1T 5D 8L
DOZERS, D -9 & UNDER $31.49 1T 5D 8L
I DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $31.49 1T 50 8L
DRILLING MACHINE $31.85 IT
5D 8L
ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $29.39 1T 5D 8L
EQUIPMENT SERVICE ENGINEER (OILER) $31.49 1T 5D 8L
I
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $31.85 1T 5D 8L
FORK LIFTS, (3000 LBS AND OVER) $31.49 1T 5D 8L
FORK LIFTS, (UNDER 3000 LBS) $29.39 1T 5D 8L
I GRADE ENGINEER $31.49 1T 5D 8L
GRADECHECKER AND STAKEMAN $29.39 1T 5D 8L
HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $31.49 IT 5D 8L
HORIZONTAL/DIRECTIONAL DRILL LOCATOR $31.49 1T 5D 8L
I HORIZONTAUDIRECTIONAL DRILL OPERATOR $31.85 1T 5D 8L
HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $29.39 1T 5D 8L
HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $31.49 1T 5D 8L
LOADERS, OVERHEAD (6 YD UP TO 8 YD) $32.29 IT 5D 8L
I LOADERS, OVERHEAD (8 YD & OVER) $32.79 IT 50 8L
LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $31.85 1T 50 8L
LOCOMOTIVES, ALL $31.85 1T 5D 8L
I MECHANICS, ALL $31.85 1T 5D 8L
MIXERS, ASPHALT PLANT $31.85 1T SD 8L
MOTOR PATROL GRADER (FINISHING) $31.85 1T 50 8L
MOTOR PATROL GRADER (NON- FINISHING) $31.49 1T 5D 8L
I MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $32.29 1T 50 8L
Page 5
1
YAKIMA COUNTY
I
Effective 09-02 -98
(See Benefit Code Key) I
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $29.39 IT 50 8L I
OPERATOR
PAVEMENT BREAKER $29.39 1T 50 8L
PILEDRIVER (OTHER THAN CRANE MOUNT) $31.85 IT 50 8L
PLANT OILER (ASPHALT CRUSHER) $31.49 11 5D 8L I
POSTHOLE DIGGER, MECHANICAL $29.39 IT 50 8L
POWER PLANT $29.39 1T 50 8L
PUMPS, WATER $29.39 1T 50 8L
I
QUAD 9, 0 -10, AND HD -41 $32.29 1T 50 8L
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $32.29 1T 50 8L
EQUIP
RIGGER AND BELLMAN $29.39 1T 50 8L
I
ROLLAGON $32.29 iT 5D 8L
ROLLER, OTHER THAN PLANT ROAD MIX $29.39 1T 50 8L
ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $31.49 1T 5D 8L
ROTO -MILL. ROTO - GRINDER $31.85 11 5D 8L
I
SAWS. CONCRETE $31.49 1T 50 8L
SCRAPERS, CONCRETE AND CARRY ALL $31.49 1T 5D 8L
SCRAPERS, SELF- PROPELLED ( UNDER 45 YD) $31.85 1T 50 8L
SCRAPERS, SELF - PROPELLED (45 YD AND OVER) $32.29 1T 5D 8L I
SCREED MAN $31.85 IT 50 8L
SHOTCRETE GUNITE $29.39 1T 50 8L
SLIPFORM PAVERS $32.29 1T 50 8L
I
SPREADER, TOPSIDE OPERATOR - SLAW KNOX $31.85 IT 5D 8L
SUBGRADE TRIMMER $31.85 1T 50 8L
TRACTORS, (75 HP & UNDER) $31.49 1T 5D 8L
TRACTORS, (OVER 75 HP) $31.85 1T 5D 8L
I
TRANSFER MATERIAL SERVICE MACHINE $31.85 iT 5D 8L
TRANSPORTERS. ALL TRACK OR TRUCK TYPE $32.29 1T 50 8L
TRENCHING MACHINES $31.49 1T 5D 8L
TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $31.49 IT 50 8L
I
TRUCK CRANE OILER/DRIVER (100 TON & OVER) $31.85 1T 50 8L
WHEEL TRACTORS, FARMALL TYPE $29.39 iT 50 8L
YO YO PAY DOZER $31.85 1T 5D 8L
POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER
I
ALL CLASSIFICATIONS $19.85 1
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE $26.52 4A 5A
I
SPRAY PERSON $25.08 4A 5A
TREE EQUIPMENT OPERATOR $25.44 4A 5A
TREE TRIMMER $23.50 4A 5A
TREE TRIMMER GROUNDPERSON $17.10 4A 5A
I
REFRIGERATION & AIR CONDITIONING MECHANICS
MECHANIC $22.90 1
RESIDENTIAL BRICK & MARBLE MASONS
JOURNEY LEVEL $19.72 1 I
RESIDENTIAL CARPENTERS
JOURNEY LEVEL $21.85 1N 5D
RESIDENTIAL CEMENT MASONS
JOURNEY LEVEL $16.85 1
I
•
RESIDENTIAL DRYWALL TAPERS
JOURNEY LEVEL $19.08 1
Page 6 1
II
I
YAKIMA COUNTY
I Effective 09-02 -98
(See Benefit Code Key)
I
•
PREVAILING Over
Holiday Note
Classification WAGE Code Code Code
I RESIDENTIAL ELECTRICIANS
JOURNEY LEVEL • $16.97 1
RESIDENTIAL GLAZIERS
JOURNEY LEVEL $11.48 1
I RESIDENTIAL INSULATION APPLICATORS
JOURNEY LEVEL $10.00 1
RESIDENTIAL LABORERS
JOURNEY LEVEL $6.84 • 1
I RESIDENTIAL PAINTERS
JOURNEY LEVEL $11.42 1
RESIDENTIAL PLUMBERS & PIPEFITTERS
_ $16.97 1
RESIDENTIAL SHEET METAL WORKERS
JOURNEY LEVEL $21.73 18 5A
RESIDENTIAL SOFT FLOOR LAYERS'
I JOURNEY LEVEL $17.55 1
ROOFERS
JOURNEY LEVEL $23.73 1B 51
USING IRRITABLE BITUMINOUS MATERIALS $26.73 18 51
I SHEET METAL WORKERS
JOURNEY LEVEL $30.78 18 5A
SIGN MAKERS & INSTALLERS (NON- ELECTRICAL)
I JOURNEY LEVEL
SOFT 14.65 1
T FLOOR LAYERS
JOURNEY LEVEL $15.79 1
SOLAR CONTROLS FOR WINDOWS
I JOURNEY LEVEL $5.45 1 5T
SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL $18.87 1
•
• STAGE RIGGING MECHANICS (NON STRUCTURAL)
' JOURNEY LEVEL $13.23 1
SURVEYORS
CHAIN PERSON $9.25. 1
INSTRUMENT PERSON $12.05 1
I PARTY CHIEF $15.05 1
TELEPHONE LINE CONSTRUCTION - OUTSIDE
CABLE SPLICER $22.71 2B 5 A
I HOLE DIGGER/GROUND PERSON $12.13 2B 5A
INSTALLER (REPAIRER) $21.73 2B `A
JOURNEY LEVEL TELEPHONE LINEPERSON $21.04 28 5A
SPECIAL APPARATUS INSTALLER I $22.71 28 5A
I SPECIAL APPARATUS INSTALLER II $22.24 28 5A
TELEPHONE EQUIPMENT OPERATOR (HEAVY) $22.71 2B 5A
TELEPHONE EQUIPMENT OPERATOR (LIGHT) $21.04 2B 5A
TELEVISION GROUND PERSON $11.44 2B 5A
I TELEVISION LINEPERSON /INSTALLER $15.65 2B 5A
TELEVISION SYSTEM TECHNICIAN $18.88 28 5A
TELEVISION TECHNICIAN $16.85 2B 5A
TREE TRIMMER $21.04 28 5A
I TERRAZZO WORKERS & TILE SETTERS
JOURNEY LEVEL $24.06 4A 5A
TILE, MARBLE & TERRAZZO FINISHERS
I FINISHER $20.26 4A 5A
Page 7
I
YAKIMA COUNTY
Effective 09-02 -98 '
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $24.69 1K 5A
TRUCK DRIVERS
DUMP TRUCK $20.19 1
DUMP TRUCK & TRAILER $22.75 2G 61 I
OTHER TRUCKS $27.18 1N 5D BM
TRANSIT MIXER $22.75 2G 61
WELL DRILLERS 8 IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER $11.15 1
OILER $9.20 1
WELL DRILLER $17.68 1
•
•
1
1
1
1
1
1
Page B '
I
I . BENEFIT CODE KEY - EFFECTIVE 09 -02 -98
OVERTIME CODES
OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER ON PUBLIC
I WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE
HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE
I AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF
TIMES THE HOURLY RATE OF WAGE.
I B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
I C. E. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS), SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID
AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
I F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL
HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE.
I H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER
CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
WAGE.
1 I. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
1 K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
I L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS
DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON
THANKSGIVING DAY AND CHRISTMAS MAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER
I CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED
ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE
1 HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE -
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE
I HOURLY RATE OF WAGE.
R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
I S. ALL HOURS WORKED ON SUNDAYS BETWEEN THE HOURS OF 12:00AM SUNDAY AND 6:00AM MONDAY AND ON
HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS. SHALL BE PAID AT ONE AND ONE -HALF TIMES THE
I HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE
I HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY
RATE OF WAGE.
W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE-
.
I HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES
THE HOURLY RATE OF WAGE.
I .
BENEFIT CODE KEY - EFFECTIVE 09 -02 -98
-2-
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE
AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS
AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN
ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE
PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF
TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT
TWO TLMES THE HOURLY RATE OF WAGE.
F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN
ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE
PAID AT DOUBLE THE HOURLY RATE OF WAGE.
G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE
INCLUDING HOLIDAY PAY.
J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE,
INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE
HOURLY RATE OF WAGE.
M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE •
OF WAGE.
0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
RATE OF WAGE.
4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL
BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
HOLIDAY CODES '
5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVNG DAY, FRIDAY •
AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7).
B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8).
C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). •
G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7).
H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER
THANKSGIVING DAY, AND CHRISTMAS (6).
I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVNG DAY, AND
CHRISTMAS DAY (6).
I
BENEFIT CODE KEY - EFFECTIVE 09 -02 -98
-3-
1 5. N. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVNG DAY, AND CHRISTMAS DAY (9).
I O. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (6).
Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
I . . AND CHRISTMAS DAY (6).
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2).
I S. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7).
T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS.
I U. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMPLOYEES CHOICE (7).
I V.
W. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS.
PAID HOLIDAYS: NINE (9) PAID HOLIDAYS.
X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVNG DAY AND CHRISTMAS DAY. AFTER 2080 HOURS
I . NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY.
THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8).
Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY,
I
I . THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8).
Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,
THANKSGIVNG DAY, THE FRIDAY AFTER THANKSGIVNG DAY, AND CHRISTMAS DAY (8).
I 6. • C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVNG DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND
CHRISTMAS DAY (9).
I D. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVNG DAY, THE FRIDAY AFTER THANKSGIVNG DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE
DAY AFTER CHRISTMAS DAY (9).
I H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVNG DAY, AND CHRISTMAS DAY (8).
I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
I DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7).
L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND
I CHRISTMAS DAY. (8)
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE DAY AFTER THANKSGIVNG DAY AND CHRISTMAS DAY. UNPAID HOLIDAY: PRESIDENTS' DAY.
I R. HOLIDAYS: NEW YEAR'S DAY; MARTIN LUTHER KING, JR. DAY; WASHINGTON'S BIRTHDAY; MEMORIAL
DAY; INDEPENDENCE DAY; THANKSGIVNG DAY; THE FRIDAY AFTER THANKSGIVNG DAY; AND
CHRISTMAS DAY (8).
I S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8).
T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY,
I LABOR DAY, THANKSGIVNG DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY
BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9).
I
BENEFIT CODE KEY - EFFECTIVE 09 -02 -98
-4-
6. U. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY, AND
A FLOATING HOLIDAY (9).
V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY. CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY,
AND ONE DAY OF THE EMPLOYEE'S CHOICE (10).
W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS
DAY, DAY BEFORE CHRISTMAS DAY (10).
X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING
DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11).
NOTE CODES
8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TLMES THE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET
OR MORE:
OVER 50' TO 100' - S1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 175' - 5225 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 175' TO 250' - S5.50 PER FOOT FOR EACH FOOT OVER 175 FEET
OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED
FOR 250 FEET
C. THE STANDBY RATE OF PAY FOR DIVERS
SHALL BE ONE -HALF TLMES THE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET
OR MORE:
OVER 50' TO 100' - S1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 150' - S1.50 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 150' TO 200' - S2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200' - DIVERS MAY NAME THEIR OWN PRICE
D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL S1.00 PER HOUR.
E. ALL CLASSIFICATIONS. INCLUDING ALL APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB
HEADQUARTERS AND WORKING A MINIMUM OF FOUR (4) HOURS IN ANY ONE (I) DAY SHALL RECEIVE A PER DIEM
ALLOWANCE OF TWENTY -FOUR DOLLARS ($24.00) IN ADDITION TO THE PREVAILING HOURLY RATE OF WAGE AND
FRINGE BENEFITS.
L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: S0.75,
LEVEL B: $0.50, AND LEVEL C: $0.25.
M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: S1.00,
LEVELS C & D: S0.50.
N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: S1.00, LEVEL
B: $0.75, LEVEL C: S0.50, AND LEVEL D: S0.25.
SPECIFICATIONS
Standard Specifications ❑
Special Provisions ❑
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I STANDARD SPECIFICATIONS
1
I The 1996 Standard Specifications for Road, Bridge, and Municipal Construction published by the
Washington State Department of Transportation and the Washington State Chapter of the
American Public Works Association are, by this reference, made part of these Contract Documents.
I Except as may be amended, modified, or supplemented hereinafter, each section of the Standard
Specifications shall be considered as much a part of these Contract Documents as if they were
actually set forth herein.
I The APWA Supplement to DIVISION 1 (Division 1 -99) of the 1996 Standard Specifications for
Road, Bridge, and Municipal Construction will apply to this Contract.
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1 C: \Corel \SPECS\98061.YK.wpd
CITY OF YAKIMA
YAKIMA COUNTY, WASHINGTON
SPECIAL PROVISIONS
1 FOR
WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT
LINE REHABILITATION
Project No. 98061
CONTENTS PAGE NO.
WORK SUMMARY 1
1 -01 DEFINITIONS AND TERMS 1
1 -02 BID PROCEDURES AND CONDITIONS 2
1 -03 AWARD AND EXECUTION OF CONTRACT 4
' 1 -04 SCOPE OF THE WORK 4
1 -05 CONTROL OF WORK 6
1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 10
1 -08 PROSECUTION AND PROGRESS 13
1 -09 MEASUREMENT AND PAYMENT 14
1 -10 TEMPORARY TRAFFIC CONTROL 17
' 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 18
2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 18
2 -07 WATERING 19
2 -09 STRUCTURE EXCAVATION 20
2 -13 DEWATERING (NEW SECTION) 22
5 -04 ASPHALT CONCRETE PAVEMENT 23
' 7 -05 MANHOLES, INLETS, AND CATCH BASINS .25
7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 26
1
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1
SPECIAL PROVISIONS
FOR
CITY OF YAKIMA
WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT
LINE REHABILITATION
HLA Project No. 98061
WORK SUMMARY
SPECIAL PROVISIONS
The following Special Provisions supersede any conflicting provisions of the 1996 Standard
Specifications for Road, Bridge, and Municipal Construction adopted on September 30, 1996, and
the foregoing amendments to the Standard Specifications and are made a part of this Contract.
The major components of work include, but are not limited to, the following:
This project consists of the rehabilitation of approximately 315 linear feet of 36 -inch
diameter concrete industrial waste influent sewer main at the City of Yakima Wastewater
Treatment Plant with 24 -inch diameter liner pipe. The rehabilitation may be accomplished
by sliplining with fused HDPE pipe, sliplining with segmental PVC sliplining pipe, or sliplining
' with segmental HDPE pipe. The project also requires the installation of two new 60 -inch
diameter precast concrete manholes, connection to new pipelines, existing pipelines,
dewatering, and pavement restoration.
All references hereinafter to Standard Specifications shall refer to the Standard Specifications for
Road, Bridge, and Municipal Construction prepared by the Washington State Department of
' Transportation and the Washington State Chapter of the American Public Works Association dated
1996.
NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "1996
WSDOT /APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS
CONTAINED IN THE "1996 WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99.
1 -01 DEFINITIONS AND TERMS
1 1 -01.3 DEFINITIONS
The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by
the following:
Contracting Agency: City of Yakima
' 129 North 2nd Street
Yakima, WA 98901
1
C:\Corel \SPECS \98061.YK.wpd SPECIAL PROVISIONS - PAGE 1
The terms "Contracting Agency" and "Owner" are interchange-
able.
Consultant: Huibregtse, Louman Associates, Inc.
3800 Summitview, Suite 100
Yakima, WA 98902
Inspector: The Contracting Agency's Resident Engineer who observes the
111
Contractor's performance.
Engineer: City of Yakima Wastewater Division '
2220 East Viola
Yakima, WA 98901
Standard Specifications: The 1996 Standard Specifications for Road, Bridge, and Munici-
pal Construction published by the Washington State Department
of Transportation and the Washington State Chapter of the
American Public Works Association are, by this reference, made
part of these Contract Documents.
Special Provisions: The Special Provisions supersede any conflicting provisions of
the 1996 Standard Specifications for Road, Bridge, and Munici-
pal Construction and the appended amendments to the Standard
Specifications and are made a part of this Contract.
Working Drawings: Working drawings are further defined as electrical diagrams,
catalog cut sheets, manufacturer's informational sheets
describing salient features, performance curves, or samples of
fabricated and manufactured items (including mechanical and
electrical equipment) required for the construction project.
1 -02 BID PROCEDURES AND CONDITIONS
1 -02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) '
Replace with the following:
Each Bidder shall furnish the Owner satisfactory evidence of their competency to perform '
the proposed work at the time of submitting their bid. Such evidence of competency shall
consist of statements made by the Bidder on the Bidder's Data Form included in the Bid
Package Section of these Specifications.
The Owner may make such investigations as he deems necessary to determine the ability
of the Bidder to perform the work, and the Bidder shall furnish to the Owner all such
information and data for this purpose as the Owner may request. The Owner reserves the
right to reject any bid if the evidence submitted by, or investigation of, a Bidder fails to
satisfy the Owner that the Bidder is properly qualified to carry out the obligations of the
agreement and to complete the work contemplated therein.
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1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK
1- 02.4(1) GENERAL
Add the following paragraph:
No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid
opening unless specified otherwise in these Specifications.
1 -02.9 DELIVERY OF PROPOSAL
Add the following:
' Sealed bids will be received at the following location before the specified time:
Office of the Contracting Agency, City of Yakima, 129 North Second Street, Yakima,
WA 98901, up to the hour of 3:00 p.m. on the 10 day of February, 1999, and then
be publicly opened and read.
The Contractor and the proposed method of rehabilitation shall be clearly and legibly
identified on the bid envelope.
1 -02.13 IRREGULAR PROPOSALS
Delete Item 1.a. of SECTION 1 -02.13 of the Standard Specifications.
1 1 -02.15 PRE -AWARD INFORMATION
' This section is supplemented with the following:
Before awarding any Contract, the City will require the following documentation regarding
' efforts to maximize the opportunity for Women and Minority Business Enterprises and
Women and Minority Workforce utilization in the performance of this project:
7. Identify the MBEs and WBEs used to fulfill the City's WMBE goal of 10 %.
8. Identify the subcontractors with the ercenta a of work they will do.
1 P 9 Y
9. Furnish an Affirmative Action profile, by ethnic category, on the
subcontractor's employees proposed to be utilized to do the subcontract
work.
10. Furnish an Affirmative Action profile, by ethnic category, on the low bidder's
employees proposed to be utilized to do the Contract work.
The above information will be requested by the City of the low bidder prior to award of the
Contract. The City will provide the form, a copy of which may be found in the Bid
Documents section of these Specifications.
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1 -03 AWARD AND EXECUTION OF CONTRACT
1 -03.2 AWARD OF CONTRACT
Add the following: '
The City of Yakima will accept bids on any and all Alternate Methods described in these
Specifications. The Contract will be awarded on the basis of the lowest price received.
Bidders need not submit bids on all alternates to be considered for award. The City
reserves the right to accept or reject bids and award the Contract to the Contractor who, in
the City's opinion, can satisfy all the requirements of these Specifications.
1 -03.3 EXECUTION OF CONTRACT
Delete the first sentence in its entirety and replace it with the following:
Within 10 working 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, and a satisfactory bond as required by law and SECTION 1 -03.4. Failure to return
the required documents within the allotted time shall be considered as non - responsive and
shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with
SECTION 1 -03.5.
1 -03.4 CONTRACT BOND
Add the following: I
The Bond shall further indemnify and hold the City of Yakima, their elected or appointed
officials, employees, and agents harmless from defects appearing or developing in the
material or workmanship provided or performed under the Contract. The Contract Bond
shall be in the form of the Contract Bond document bound in these Specifications.
1 -04 SCOPE OF THE WORK
1- 04.1(2) BID ITEMS NOT INCLUDED IN THE PROPOSAL
Delete the first paragraph in its entirety and replace it with the following: '
If work is required to complete the project according to the intent of the Plans and Specifica-
tions but no bid item is provided in the Bid Schedule, then the Contractor shall include the
cost for providing the necessary work in the unit or lump sum price for the bid item most
closely related to the work.
1 -04.4 CHANGES ,
Add the following: '
No changes in the work covered by the approved Contract Documents shall be made
without having prior written approval of the Owner. Charges or credits for the work covered
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by the approved change shall be determined by one or more, or a combination of the
following methods:
a. Unit bid prices previously approved.
r b. An agreed lump sum.
c. The actual costs of:
(1) Labor, including foremen;
(2) Materials entering permanently into the work;
(3) The ownership or rental costs of construction plant and equipment
during the time of use on the extra work;
(4) Power and consumable supplies for the operation of power equip-
ment;
(5) Insurance;
(6) Social Security and old age and unemployment contributions.
Should authorized changes be made based upon the actual cost of material and labor, the
costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be
determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications.
Delete the last two paragraphs in their entirety and replace with the following:
The Contractor may submit proposals for changing the Plans, Specifications, or other
' requirements of the Contract. These proposals must reduce the cost or time required for
construction of the project. When determined appropriate by the Contracting Agency, a
change order will be executed implementing the proposed change /changes.
1 1 -04.11 FINAL CLEANUP
' Add the following:
Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the
opinion of the Contracting Agency, partial cleanup should be done either prior to final
1 cleanup or final inspection. The cleanup work shall be done immediately upon written
notification of the Engineer and other work shall not proceed until this partial cleanup is
accomplished. Should the Contractor not conduct the cleanup as directed and in a timely
manner, the Owner shall take action to have such cleanup work completed by others and
will deduct such costs from any payment due the Contractor.
1 -04.12 WASTE SITE (NEW SECTION)
The following new section shall be added to the Standard Specifications:
Where there is additional waste excavation in excess of that needed for the project and in
excess of that needed for compliance with requests of the Owner, the Contractor shall
secure and operate his own waste site at his own expense. The Contractor shall also be
required to secure and operate his own waste site at his own expense for the disposal of
all unsuitable material, asphalt, concrete, debris, waste material, and any other objection-
, able material which is directed to waste by the Engineer.
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The Contractor shall comply with the State of Washington's regulations regarding disposal
of waste material as outlined in WAC 173 -304, Subchapter 461.
1 -05 CONTROL OF WORK 1
Add the following:
The Contractor's attention is specifically directed to the following provisions of the Standard
Specifications:
• SECTION 1 -05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND
STAKES; paragraphs 3 through 7.
• SECTION 1 -05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1, 3, 4,
and 5.
• SECTION 1- 05.13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF
CONTRACTOR: paragraphs 2 and 3.
Although specific attention is directed to the above sections, it shall not relieve the
Contractor from the requirements of the remaining provisions of this section.
1 -05.1 AUTHORITY OF THE ENGINEER
Add the following: '
Unless otherwise expressly provided in the Contract Drawings, Specifications, and
Addenda, the means and methods of construction shall be such as the Contractor may
choose; subject, however, to the Engineer's right to reject means and methods proposed
by the Contractor which (1) will constitute or create a hazard to the work, or to persons or
property; or (2) will not produce finished work in accordance with the terms of the Contract.
The Engineer's approval of the Contractor's means and methods of construction or his
failure to exercise his right to reject such means or methods shall not relieve the Contractor
of the obligation to accomplish the result intended by the Contract; nor shall the exercise of
such right to reject create a cause for action for damages.
1 -05.3 PLANS AND WORKING DRAWINGS
Delete the third through fifth paragraphs of SECTION 1 -05.3 of the Standard Specifications and
replace them with the following:
111
Prior to beginning work, the Contractor shall submit 6 copies of shop drawings, construction
details, product information and any other pertinent data relating to the method of
rehabilitating the pipeline.
The submittal shall indicate the size including thickness and length of liner to be installed,
dimensions and sizes of the cross - section of the liner, and methodology including bypass
pumping.
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The Contractor shall also submit a formal grouting procedure at least 2 weeks prior to
• grouting. The procedure shall contain proposed grout mix designs, placing methods,
placing equipment, placing procedures, quality assurance guidelines, and procedures and
methods for testing the grout to ensure conformance with these specifications.
Information on the grout mix design including compressive strength, density, viscosity,
shrinkage, maximum grouting lifts, and maximum grouting pressures shall be provided.
The Contractor shall submit the following to the Engineer at least 2 weeks before the start
of the grouting operation:
1. Proposed grout mixture
2. Proposed grout density and viscosity
3. Initial set time
4. 7 and 28 day compressive strengths
5. Grout working time before 15% change in density or viscosity occurs.
Data for items 1 - 5 is to be derived from trial grout batches performed by an
independent approved testing laboratory. The trial batch procedure may be waived
when test data of prior performance of the proposed mix design is presented by the
Contractor and approved by the Engineer.
6. Proposed grouting method
7. Maximum injection pressures
8. Proposed grout stage volumes
- 9. Bulkhead design
10. Buoyant force calculations
11. Flow control
1 12. Pressure gage certification
13. Vent location plans
14. Plan to hold liner invert
1 15. Qualifications of testing laboratory
16. Pressure recording device certification
1- 05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION)
The following new section shall be added to the Standard Specifications:
The Contractor shall maintain a neatly marked, full -size set of record drawings showing the
final location and layout of all new construction. Drawings shall be kept current weekly, with
all field instruction, change orders, and construction adjustment.
Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance
of the work, the Contractor shall deliver to the Engineer one set of neatly marked record
1 drawings showing the information required above.
Requests for partial payment will not be approved if the marked -up prints are not kept
current, and request for final payment will not be approved until the marked -up prints
are delivered to the Engineer.
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1- 05.5(4) SURVEY MONUMENTS (NEW SECTION) '
The following new section shall be added to the APWA Supplement:
The Contracting Agency will, at its own cost, reference all known existing monuments or
markers relating to subdivisions, plats, roads, street centerline intersections, etc. The
Contractor shall take special care to protect these monuments or markers and also the
reference points. In the event the Contractor is negligent in preserving such monuments
and markers, the points will be reset by a licensed surveyor at the Contractor's expense.
1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION)
1
The following new section shall be added to the APWA Supplement:
If, within one year after the date of Final Acceptance of the Work by the Contracting Agency,
Y 9
defective and unauthorized work is discovered, the Contractor shall promptly, upon written
request by the Contracting Agency, return and in accordance with the Engineer's instruc-
tions, either correct such work or, if such work has been rejected by the Engineer, remove
it from the Project Site and replace it with non - defective and authorized work, all without
cost to the Contracting Agency. If the Contractor does not promptly comply with the written
request to correct defective and unauthorized work, or if an emergency exists, the
Contracting Agency reserves the right to have defective and unauthorized work corrected
or rejected, removed, and replaced pursuant to the provisions of SECTION 1 -05.8 of these
Specifications.
The Contractor agrees the above one -year limitation shall not exclude nor diminish the
Contracting Agency's rights under any law to obtain damages and recover costs resulting
from defective and unauthorized work discovered after one year but prior to the expiration
of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing '
or liability, expressed or implied, arising out of a written agreement.
1 -05.16 WATER AND POWER (APWA ONLY) '
Add the following:
Water for streets and pipe trenches shall be furnished and applied in accordance with these
provisions and SECTION 2 -07 of the Standard Specifications modified as follows:
Water Supply: Water for use on the projects shall be furnished by the Contracting
Agency and the Contractor shall convey the water from the nearest convenient
hydrant or other source at his own expense. The hydrants shall be used in
accordance with the appropriate Water Department regulations.
Measurement and Payment: No separate measurement or payment for water will
be made. This pertains to water required for dust control, water settling trenches,
and any other water as required by the Contract Documents. All costs for hauling,
conveying, and applying water shall be included in the various bid items of the
proposal.
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1 -05.18 TESTING (NEW SECTION)
The following new section shall be added to the Standard Specifications:
The Contractor shall be responsible for scheduling and paying for all material testing
required by these Contract Documents. All testing services shall be performed by an
independent, certified testing firm and /or laboratory meeting the approval of the Engineer.
The Contractor shall submit information relating to the qualifications of the proposed testing
firm to the Engineer for review and approval prior to the preconstruction conference. The
testing frequencies listed below may be modified to assure compliance with the
1 Specifications.
Grout Testing
Sample and test the grout in accordance with ASTM C -39. Two tests shall be made
7 days from the time of casting and two tests shall be made 28 days from the time
of casting.
Verify, on -site, the density of the grout by ASTM C -138, or by other means
approved by the Engineer. Viscosity shall be per ASTM C -939.
Backfill of Excavated Areas
1 Copies of moisture - density curves for each type of material encountered and copies
of all test results shall be provided to the Engineer as construction progresses.
Compaction tests shall be taken at a frequency and at depths sufficient to document
that the required density has been achieved. At a minimum, tests shall be taken at
1 -foot, 3 -foot, and 5 -foot depths below finish grade.
The Engineer may request additional tests be performed at the Contractor's
expense, if test results do not meet the required trench backfill densities.
All excavations shall be backfilled and compacted to at least 95 percent of maximum
density as determined by ASTM D 698 (Standard Proctor).
Asphalt Paving
Copies of the maximum Rice density test for each class of asphalt concrete
pavement and copies of all test results shall be provided to the Engineer as
construction progresses.
Density tests shall be taken at a frequency sufficient to document that the required
density has been achieved. At a minimum, one (1) compaction test shall be taken
' for every 100 square feet of surface area for each lift of asphalt concrete pavement.
The Engineer may request additional tests be performed at the Contractor's
' expense, if test results do not meet the required subgrade densities.
Compaction of asphalt concrete pavement shall be as specified in SECTION 5-
' 04.3(10)B.
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1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ,
1 -07.1 LAWS TO BE OBSERVED (APWA ONLY) I
This section is supplemented with the following:
The Contractor shall indemnify and save harmless the Contracting Agency (including any
agents, elected or appointed officials, employees, and representatives) against any claims
that may arise because the Contractor (or any employee of the Contractor or subcontractor
or materialman) violated a legal requirement. i
The Contracting Agency shall have the authority at all times to issue a stop work order at
no penalty to the Contracting Agency if, in its opinion, working conditions present an undue
hazard to the public, property, or the work force. Such authority shall not, however, relieve
the Contractor of responsibility for the maintenance of safe working conditions or assess
any responsibility to the Contracting Agency or Engineer for the identification of any or all
unsafe conditions.
1 -07.5 WILDLIFE, FISHERIES, AND ECOLOGY REGULATIONS '
1- 07.5(1) GENERAL
Add the following sentence:
The Contractor shall be liable for the payment of all fines and penalties resulting from failure ,
to comply with the federal, state, and local pollution control regulations.
1- 07.5(4) AIR QUALITY '
Add the following:
The local air pollution authority is the Yakima County Clean Air Authority, (509) 575 -4116.
1- 07.9(5)A REQUIRED DOCUMENTS I
Add the following:
If using the occupation code for wage affidavits and payrolls and if the project involves more
than one jurisdictional area, the Contractor shall reference the area just after the occupation
code number. For example: 10 -0010 Yak.E. '
1 -07.17 UTILITIES AND SIMILAR FACILITIES (APWA ONLY)
Add the following: '
Locations and dimensions shown on the Plans for existing facilities are in accordance with
available information obtained without uncovering, measuring, or other verification. It shall
be the Contractor's responsibility to investigate the presence and location of all utilities prior
to bid opening and to assess their impacts on his construction activities.
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The Contractor shall call the Utility Location Request Center (One Call Center) for field
location, not less than two nor more than ten business days before the scheduled date for
commencement of excavation which may affect underground utility facilities, unless
otherwise agreed upon by the parties involved. A business day is defined as any day other
than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for
the One Call Center for this project is 1- 800 - 553 -4344. If no one - number locator service is
available, notice shall be provided individually by the Contractor to those owners known to
or suspected of having underground facilities within the area of proposed excavation.
The Contractor shall, prior to beginning any work, meet with all utility organizations (public
and private) in the field to familiarize himself with existing utility locations, along with familiar-
izing himself with plans and schedules for the installation of new, relocated, or adjusted
utilities.
The Contractor shall arrange with the owners and operators of the respective utility systems
to mark the locations and, if necessary or prudent, to expose the existing utilities prior to
construction of the facilities contained in this Contract.
The Contractor shall coordinate his work with other contractors who may be working in the
project area and cooperate with them.
1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY)
1- 07.18(1) GENERAL (APWA ONLY)
The third sentence of the second paragraph is revised to read:
The insurance provided must be with an insurance company with a Best Rating of A -VII or
1 better.
The first sentence of the third paragraph is revised to read:
1 The policy of insurance shall specifically name the City of Yakima, their agents, employees,
and elected or appointed officials, and the Consultant as additional insured for this project.
The fifth paragraph is revised to read:
The Contractor shall forward to the City the additional insured endorsement as requested
in the Evidence of Insurance Section.
1- 07.18(3) LIMITS (APWA ONLY)
This section is revised to read:
All coverages combined single limit shall be $1,000,000 per occurrence. The commercial
general liability policy will contain a "per Job Aggregate" Endorsement. If this endorsement
is not provided, an additional $2,000,000 umbrella limit will be required over and above the
$1,000,000 underlying.
1
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A commercial general liability deductible of $5,000 or less is acceptable. The Contractor
will be responsible for the payment of that deductible for any losses which occur. Higher
retention or deductible limits may be acceptable on prior approval by the City.
Providing coverage in these stated amounts shall not be construed to relieve the Contractor ,
from liability in excess of such limits.
1- 07.18(4) EVIDENCE OF INSURANCE (APWA ONLY) '
Add the following to method 2 for providing evidence of insurance:
The following is an example of deletions and language which are required on the standard
"ACORD Certificate of Insurance" form:
•
e _ • e : . THIS CERTIFI-
CATE DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED I
BY THE POLICIES BELOW.
DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /SPECIAL ITEMS ,
The City of Yakima, their agents, employees and elected or appointed
officials, and Huibregtse, Louman Associates, Inc., are hereby named as
additional insured with respect to the WASTEWATER TREATMENT PLANT
INDUSTRIAL SEWER INFLUENT LINE REHABILITATION.
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED
BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY
WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE
CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAIL I IRE - T-G-MAIIL
SUCI I NOTICE SHALL Iwo:" NO OBLIGATION OR LIABILITY OF ANY
e , TS AGENTS, OR REPRESENTATIVES.
1 -07.23 PUBLIC CONVENIENCE AND SAFETY
1- 07.23(1) CONSTRUCTION UNDER TRAFFIC
1
Add the following to the third paragraph:
5. The Contractor shall maintain vehicular and pedestrian access to businesses at all
times that businesses are open.
Add the following to the sixth paragraph: '
7. Open trenches shall be protected with proper barricades and at night they shall be
distinctively indicated by adequately placed lights.
1
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II
Add the following paragraph:
I It shall be the responsibility of the Contractor to seek the approval of and notify the Engineer
and the Police and Fire Departments at least 24 hours prior to closing any street, in addition
I to correlating the proposed closures with the Contracting Agency to ensure proper detouring
of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor
to notify the above named departments and persons.
I 1- 07.23(3) NOTIFYING PROPERTY OWNERS (NEW SECTION)
1 The following new section shall be added to the Standard Specifications:
When construction activities will affect ingress and egress to a property along the project
I alignment, the Contractor shall be responsible for notifying the occupant/occupants of the
property 24 hours prior to the construction activity beginning. If personal contact with the
occupant is not possible, the Contractor shall leave written notification.
I
1 -08 PROSECUTION AND PROGRESS
1 1 -08.3 PROGRESS SCHEDULE
I Delete the first paragraph and replace it with the following:
Following Contract award and satisfactory provision or execution of all required Contract
I Documents, the Engineer will schedule a preconstruction conference at a time mutually
agreeable to all concerned. At this conference, all points of the Contract Documents will be
open to discussion including scope, order and coordination of work, equipment lead time
I required, means and methods of construction, inspection and reporting procedures. Refer
to Section 1- 08.1(1) (APWA Only). The Contractor should satisfy himself that all provisions
and intentions of the Contract are fully understood.
I The Contractor shall prepare and submit to the Engineer at the preconstruction
conferencea.Construction ProgressN:and Completion Schedule "using a' bar - ,graph
I format. Items in the Schedule shall be arranged in the order and sequence in which they
will be performed. The Schedule shall conform to the working time and time of completion
established under the terms of the Contract and shall be subject to modification by the
I Engineer. The Schedule shall be drawn to a time scale, shown along the base of the
diagram, using an appropriate measurement per day with weekends and holidays indicated.
The Construction Progress Schedule shall be continuously updated and, if necessary,
I redrawn upon the first working day of each month or upon issuance of any Change Order
which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly
1 updated Schedules shall be forwarded to the Engineer, as directed, immediately upon
I preparation.
I Delete the next to the last sentence of the second paragraph.
I 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA only)
SECTION 1 -08.4 of the APWA Supplement is replaced with the following:
I
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I
The Engineer will issue a Notice to Proceed after the Contract has been executed and the
Contract Bond and evidence of insurances have been approved. The Contractor shall not
begin work until the Notice to Proceed has been issued.
The Contractor shall not delay the start of construction activities. The Contract time shall
begin on the date set forth in the Notice to Proceed or the first day the Contractor begins
work, whichever comes first.
The work thereafter shall be prosecuted diligently to completion within the Contract Time.
Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be
considered grounds for Termination for Default as specified under SECTION 1- 08.10(1) of
the Standard Specifications.
1 -08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) '
Add the following:
Fifteen (15) working days after the date set forth in the NOTICE TO PROCEED shall be
allowed for completion of all Contract work.
1 -09 MEASUREMENT AND PAYMENT
1 -09.3 SCOPE OF PAYMENT (APWA ONLY) I
Delete the first paragraph and replace it with the following: '
Payment for work performed under this Contract will be based on the items listed in the Bid
Schedule. Should a conflict exist between the item descriptions or the units of
measurement and payment listed in the Bid Schedule and the "Payment" clauses found in
each Section of the Standard Specifications, or SECTION 1- 09.3(1), the Bid Schedule items
will prevail. If work is required to complete the project according to the intent of the Plans
and Specifications but no bid item is provided in the Bid Schedule, then the Contractor shall
include the cost for providing the necessary work in the unit or lump sum price for the bid
item most closely related to the work. '
1- 09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION)
The following new section shall be added to the APWA Supplement: '
Bid items listed in the Bid Schedule are defined to include, but not necessarily be limited to,
the following:
1. "Mobilization" refer to Section 1 -09.7 of the Standard Specifications.
2. The unit price bid for "Structure Excavation, Class B," per lump sum, shall be full
compensation for all labor, tools, equipment, and materials required to excavate for
the access pits including excavation, dewatering, protecting or supporting existing
utilities, backfilling, compaction, and any other work necessary to complete the work
within the access pits all as shown on the drawings and as specified herein.
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3. - The unit price bid for "Shoring and Cribbing or Extra Excavation," per lump sum,
I
shall be full compensation for all labor, tools, equipment, and materials necessary
to furnish, install, and maintain shoring, bracing, or over - excavation for protection
for the access pit walls and all excavations over 4 (4) feet in depth in accordance
I with Section 2 -09 of the Standard Specifications and applicable amendments.
4. The unit price bid for "Imported Backfill, as Directed," per ton, shall be full
1 compensation for all labor, tools, equipment, and materials necessary to furnish and
place the backfill material including crushed rock, hauling, hauling to waste the
unsuitable material, placement, and compaction all as specified herein.
1 5. The lump sum price bid for "Dewatering," per lump sum, shall be full compensation
for all labor, tools, equipment, and materials necessary with investigating, designing,
1 necessary permits, installing, operating, maintaining, and removing any and all
dewatering systems as specified herein.
I 6. The lump sum price bid for "Inspection /Cleaning of Pipeline" shall be full
compensation for all labor, equipment, tools, and materials required to clean and
inspect the host pipeline prior to rehabilitation procedures including pressure
I washing the host pipeline to allow passage of the necessary inspection and
rehabilitation equipment and completing inspection of the pipeline and conditions
to be encountered all as shown on the drawings and as specified herein.
1 7. The unit price bid for "Manhole, 60 -inch Diameter," per each, shall be full
compensation for all labor, equipment, tools, and materials required to furnish and
I install the manholes including all accessories such as steps, ring and cover, pipe
gaskets, connection of new and existing pipes to the manhole, and adjustment to
final grade all as shown on the drawings and as specified herein.
I 8. The unit price bid for "Asphalt Pavement Repair," per square yard, shall be full
compensation for all labor, equipment, tools, and materials required to repave the
I asphalt surfaces including aggregate, compaction, tack, trimming, placement and
compaction all as shown on the drawings and as specified herein.
I 9A. The unit price bid for "HDPE Sliplining, Method 1 - Butt Fusion," per linear foot, shall
be full compensation for all labor, equipment, tools, and materials required to furnish
and install the HDPE liner including excavation, dewatering, bypass pumping, liner,
I joint fusing, grouting, testing, backfilling, and restoration, all as shown on the
drawings and as specified herein.
1 9B. The unit price bid for "HDPE Sliplining, Method 2 - Segmental Jointing," per linear
foot, shall be full compensation for all labor, equipment, tools, and materials
required to furnish and install the HDPE liner including excavation, dewatering,
bypass pumping, liner, jointing, grouting, testing, backfilling, and restoration, all as
1
shown on the drawings and as specified herein.
9C. The unit price bid for "PVC Sliplining, Method 3 - Segmental Jointing," per linear
1 foot, shall be full compensation for all labor, equipment, tools, and equipment
required to furnish and install the PVC liner including excavation, dewatering,
bypass pumping, liner, jointing, grouting, testing, backfilling, and restoration, all as
I shown on the drawings and as specified herein.
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1- 09.9(1) PROGRESS PAYMENTS (APWA ONLY)
Add the following:
The estimate cutoff date discussed above shall be the last working day of each month. The
Contractor shall submit his signed Application for Payment within 3 working days of the
estimate cutoff date. After the application for payment is reviewed by the Engineer, the
Engineer will make a recommendation to the Contracting Agency for action at the first
available meeting of the governing body that payment be made. Payment to the Contractor
will be made within approximately 30 calendar days from said meeting. Failure to submit
an Application for Payment within the required time may delay action by the Contracting ,
Agency's governing body and further delay payment to the Contractor.
1- 09.9(2) RETAINAGE (APWA ONLY) I
Add the following to the fourth paragraph:
4. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all 1
persons performing labor or furnishing materials have been paid.
5. Releases have been obtained from the State Department of Labor and Industries, 111
the State of Washington Employment Security Department, the State Department
of Revenue, and all other departments and agencies having jurisdiction over the
activities of the Contractor.
1- 09.9(4) FINAL PAYMENT (APWA ONLY) 1
Add the following to the beginning of the section:
Upon completion of all work under this Contract, the Contractor shall notify the Engineer,
in writing, that he has completed his part of the Contract and shall request final payment.
Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the
Owner his recommendation as to acceptance of the completed work and as to the final
estimate of the amount due the Contractor. Upon approval of this final estimate and upon
final acceptance of the work under this Contract, the Owner will notify the Department of
Revenue of the completion of said Contract. Provided the Department of Revenue certifies
there are no taxes or penalties due and owing from the Contractor, and there are no other
known claims or liens against the retained funds, and further provided the terms of
SECTION 1- 09.9(2) are in compliance, the Owner will pay to the Contractor the balance
of monies due under this Contract in accordance with RCW Title 60.28. In the event
unsatisfied claims or liens for taxes, material, labor, and other services are known to exist,
an amount will be further withheld from the retainage sufficient to satisfy the settlement of
such claims and liens, including attorney's fees incurred, and the remainder will be released
from escrow, or released from the retained funds and paid to the Contractor.
On contracts for public works, final payment of the retained percentage will not be made
until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required
by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than
the prevailing rate of wages.
1
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1
The parties further agree that the Owner may, without liability, withhold final payment to the
Contractor until such time as the Contractor has completed all forms required by the Owner.
1- 09.13(3)A ADMINISTRATION OF ARBITRATION
Change the first sentence of the third paragraph to read "... rendered by the arbitrator may be
entered in the Superior Court of the county in which the Contracting Agency is located."
1
1 -10 TEMPORARY TRAFFIC CONTROL
1 1- 10.2(2) TRAFFIC CONTROL PLANS
Delete the entire section and replace with the following:
The Contractor shall prepare a signing plan showing the necessary Class A construction
signing and barricades required for the project and submit it to the Engineer for review no
later than the preconstruction conference date. When the Class B signing for a particular
area will be provided as detailed on one or more of the figures included in the MUTCD
without modification, the Contractor may reference the applicable MUTCD figure at the
appropriate location on the Plan. When this procedure is used, variable distances such as
minimum length of taper must be specified by the Contractor.
i The signing plan prepared by the Contractor shall provide for adequate warning within the
limits of the project and on all streets, alleys, and driveways entering the project so that
approaching traffic may turn left or right onto existing undisturbed streets before reaching
the project.
' All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any
revisions required by the Engineer after review, shall be included in the various unit prices
bid.
1 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES
1- 10.3(3) CONSTRUCTION SIGNS
Revise as follows:
The first sentence of the first paragraph is revised to read:
All signs required by the approved traffic control plan(s) as well as any other traffic
control devices prescribed by the Engineer will be furnished by the Contractor.
The last two sentences of the first paragraph are deleted.
The third paragraph is revised as follows:
1 Delete Item 2.
Revise Item 3 to read: Furnishing, initial installation, and subsequent removal of
both Class A and Class B construction signs;
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1- 10.3(5) TEMPORARY TRAFFIC CONTROL DEVICES
This item shall include Class A construction signs as determined by the approved Traffic Control
Plan.
1 -10.4 MEASUREMENT
Revise as follows: 1
No separate measurement shall be made for Construction Signs, Class A. All costs
associated with Class A Construction Signs shall be included in the various unit prices bid
for this project.
2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2 -01.1 DESCRIPTION
1
Add the following:
The Contractor shall remove and later replace to its original location or relocate nearby as
directed, all small trees, shrubs, street signs, culverts, irrigation facilities, mail boxes, or
other similar obstructions which lie in or near the line of work and are not intended for
removal. Should any damage be incurred, the cost of replacement or repair shall be borne
by the Contractor. No separate payment will be made for such removal and replacement.
2- 01.3(5) FENCING (NEW SECTION) I
Add the following new section: ,
The Contractor shall be required to carefully remove all existing fencing located within or
near the proposed alignments. All fencing materials designated on the Drawings to be
removed and replaced shall be temporarily placed on the adjacent properties or stored as
directed by the Engineer. The removal and replacement of all fencing shall be done at the
Contractor's expense. Any fencing that is to be reset shall be relocated and reset by the
Contractor along the property lines or as directed by the Engineer. Unless provided for
otherwise, the necessary work to restore and reinstall the fencing shall be considered
incidental and all costs for performing this work shall be included in other bid items.
2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS '
2- 02.3(2) REMOVAL OF BRIDGES, BOX CULVERTS, AND OTHER DRAINAGE STRUCTURES
Add the following: i
Where structures or installations of concrete, brick, blocks, etc., interfere with the
construction, they shall be removed and any pipe openings shall be properly plugged
watertight with Class 3000 concrete, or with mortar and masonry, blocks, or brick. The
removal and plugging of pipes shall be considered as incidental to the construction and
costs thereof and shall be included in other items of work.
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Where the structures are removed, the voids shall be backfilled with suitable, job- excavated
I material and compacted, and such work shall be considered as incidental to the removal
work.
I If the Engineer determines the job- excavated material to be unsuitable for backfill, the
Contractor shall place ballast or foundation material as directed by the Engineer.
I 2- 02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, AND CURBS
Add the following:
I Where shown on the Plans or as directed by the Engineer, the Contractor shall be required
to remove and replace existing pavement, sidewalks, curbs, etc., which are required to be
I removed for construction of the improvements.
In those areas where asphalt pavement removal is required, the Contractor shall, prior to
I excavation, score the edge of the asphalt concrete pavement with an approved pavement
cutter such as a concrete saw. During the course of the work, the Contractor shall take pre-
cautions to preserve the integrity of this neat, clean pavement edge. Should the pavement
I edge be damaged prior to asphalt concrete paving activities, the Contractor shall be
required to trim the edge with an approved pavement cutter as directed by the Engineer
immediately prior to paving.
I ' No separate payment shall be made for saw - cutting pavement.
I 2 -02.5 PAYMENT
This section is revised to read:
1 Unless a specific bid item has been included in the proposal, all costs incurred to complete
the requirements of SECTION 2 -02 will be considered as incidental work to the various bid
items and no separate payment will be made.
I
2 -07 WATERING
I 2 -07.1 DESCRIPTION
I Add the following:
The Contractor shall be solely responsible for dust control on this project and shall protect
I motoring public, adjacent homes, orchards, crops, and school yards from damage due to
dust, by whatever means necessary. The Contractor shall be responsible for any claims for
damages and shall protect the Contracting Agency, Yakima County, and the Consultant
I from any and all such claims.
When directed by the Engineer, the Contractor shall provide water for dust control within two
I hours of such order and have equipment and manpower available at all times including
weekends and holidays to respond to orders for dust control measures.
I
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Payment for water used for dust control, compaction, processing of base course and top
course aggregates, and for other work shall be included in the other bid items involved, and
no further payment shall be made.
2- 07.3(A) WATER SUPPLIED FROM HYDRANTS '
The Contractor shall secure permission from and comply with all requirements of the water utility
before obtaining water from fire hydrants. The Engineer shall be notified by the Contractor of such
permission as soon as granted.
The Contractor shall use hydrant wrenches only to open hydrants, and shall also make certain that
the hydrant valve is open full, since a partially opened valve causes damage. A metered hydrant
connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for
control purposes. Fire hydrant valves must be closed slowly to avoid a surge in the system which
creates undue pressure on water lines. The Contractor shall carefully note the importance of
following these directions.
If one of the Contractor's employees damages a hydrant, the Contractor shall immediately notify
the water utility so the damage can be repaired as quickly as possible.
Upon completing the use of the hydrants, the Contractor shall notify the water utility so the hydrants
may be inspected for possible damage. Any damage resulting from the use of the hydrants by the
Contractor will be repaired by the water utility, and the cost thereof shall, if necessary, be withheld
from the final payment to the Contractor.
The Contractor shall furnish all equipment and tools, except the metered hydrant connection, which '
may be necessary to meet the requirements of the water distribution agency pertaining to hydrant
use.
Violation of these requirements will result in fines and will lay the Contractor liable for damage suits
because of malfunctioning of damaged fire hydrants, in the event of fire.
2 -07.4 MEASUREMENT I
This section is revised to read:
Water shall be measured with the metered hydrant connection.
2 -07.5 PAYMENT ,
This section is revised to read:
Water will be furnished by the water utility without charge, but the Contractor shall convey
the water from the nearest convenient hydrant or other source at his own expense.
2 -09 STRUCTURE EXCAVATION
2 -09.1 DESCRIPTION
Replace the first paragraph with the following: '
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The work described in this Section includes excavation and backfilling the access pits to the
portion of the sewer main to be sliplined. The dimensions of the access pits shall be as
required for the type of sliplining method employed by the Contractor and to accommodate
the new 60 -inch diameter manholes.
The conditions at each access pit location shall be observed and investigated by the
Contractor before commencing the work covered in this Contract. The Contractor shall
make his determinations as to the nature of the materials to be encountered and the
difficulties which may arise from the subsurface conditions.
1 All access pits shall be excavated, braced, shored or over - excavated in accordance with the
provisions of Section 2 -09 of the Standard Specifications.
The access pits shall be properly barricaded and marked and the Contractor shall furnish
and install steel traffic bearing plates if necessary to maintain access to the Wastewater
Treatment Plant.
2- 09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL
Replace with the following:
If the excavated material is unsuitable for backfilling the access pits, the Engineer shall
direct the Contractor to backfill the excavated areas with Gravel Backfill meeting the
'I requirements of Section 90- 3.9(3) Crushed Surfacing Base Course up to the level of the
crushed surfacing top course specified for asphalt pavement repair. The imported backfill
material shall only be used when directed by the Engineer.
Payment for Crushed Surfacing Base Course for access pit backfill material shall be made
at the unit price bid for "Imported Backfill, as Directed."
2- 09.3(1)D DISPOSAL OF EXCAVATED MATERIAL
Replace with the following:
All excavated material shall be used in the backfill for the access pits unless directed
otherwise by the Engineer.
Should the Engineer direct the use of imported backfill, the excavated material shall be
hauled to waste by the Contractor. No waste site has been provided by the Owner for this
project.
The cost for removing and hauling to waste of the excavated material shall be included in
the unit price bid for the imported backfill.
2- 09.3(1)E BACKFILLING
Backfilling shall be accomplished as described under Item 1 of the paragraph entitled
"Compaction."
I
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1
2- 09.3(2) CLASSIFICATION OF STRUCTURE EXCAVATION
All structure excavation as described in this Section shall be classified as Class B.
2 -09.4 MEASUREMENT 1
Replace with the following:
There will be no separate measurement for excavation and backfill for the access pits.
2 -09.5 PAYMENT I
Replace with the following:
Refer to Section 1 -09.3.
2 -13 DEWATERING (NEW SECTION)
2 -13.1 DESCRIPTION I
The work described in this Section, regardless of the nature or type of materials encountered, is
intended to outline the requirements for dewatering the excavated areas, including the access pits,
to include groundwater and surface water which enters the project excavations, until backfilling has
been completed to finished grade.
In February of 1998, the City Wastewater Division excavated near the easterly access pit to the
approximate depth of the industrial waste line in order to repair an existing water line. At that time,
the groundwater level was approximately at the bottom of the 36 -inch industrial waste line.
Contractors shall note that groundwater conditions are subject to fluctuation throughout the year.
Generally, the groundwater level will rise during late Spring through early fall, due to irrigation in
the Yakima area. I
The Contractor is advised to satisfy himself, prior to bidding, as to the extent of dewatering required
during this construction project. It shall be the responsibility of the Contractor to control the rate
and effect of dewatering, if any, in such a manner as to facilitate the construction of the sliplining
project and to avoid objectionable settlement of surrounding areas. The Contractor shall comply
with local codes and ordinances of governing authorities with regard to disposal of water pumped
from dewatered excavations.
The Contractor shall submit to the Engineer, prior to the start of construction, a dewatering plan
containing both a graphical and narrative presentation identifying proposed methods, equipment
sizes, and contingency plan should dewatering cause settlement of adjacent facilities. The
dewatering plan shall also contain an erosion control plan. i
2 -13.2 MATERIALS
Before operations begin, the Contractor shall have available on site sufficient pumping equipment
and /or other machinery to assure operation of the dewatering system can be maintained.
I
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2 -13.3 CONSTRUCTION REQUIREMENTS
During all portions of the project work including excavation, installation of the sliplining, and
installation of the manholes, excavations shall be kept free of water, subsurface or otherwise, to
the extent necessary to facilitate the satisfactory completion of the work.
The Contractor is advised that the portion of the existing 36 -inch diameter industrial waste pipe
which continues to the east beyond the easterly access pit is a direct outfall to the Yakima River
and cannot be used to convey water from the excavated areas unless proper erosion control and
silt- trapping facilities are used by the Contractor prior to discharging the water to the River.
The Contractor is further advised that the existing industrial waste sprayfield located east of the
easterly access pit may be utilized for disposal of the water by overland flooding, provided the
water discharged to the sprayfield is first contained and the sediment removed by the use of straw
bales, silt fences, and sedimentation ponds, as required prior to releasing to overland flow. The
sprayfield is located approximately 600 feet east of the easterly access pit and just south of the
roadway.
All accumulated sediment will be removed from the sprayfield area, or any groundwater disposal
area, at the end of the project.
In the event any settlement of adjacent ground or structures is noticed which may in any way be
' related to the dewatering operation, all work will be stopped and the contingency plan implemented.
A continual check by the Contractor shall be maintained to ensure subsurface soil is not being
removed by the dewatering operation. The responsibility for conducting the dewatering operation
' in a manner which will protect adjacent structures and facilities rests solely with the Contractor.
2 -13.4 MEASUREMENT
1 There will be no separate unit of measurement for dewatering.
2 -13.5 PAYMENT
Refer to Section 1 -09.3.
5 -04 ASPHALT CONCRETE PAVEMENT
5 -04.1 DESCRIPTION
Add the following:
An asphalt prime coat will not be required on this project, nor will a soil sterilant be required
to be applied to the subgrade.
The Contractor will be required to patch existing asphalt surfaces which were excavated and
backfilled prior to or along with this project.
Asphalt concrete surfaces shall be so constructed that the finished pavement will conform
to the cross - section, line, and grade as shown on the Plans and in accordance with the
' referenced Standard Specifications.
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5 -04.2 MATERIALS
Add the following:
Asphalt concrete pavement used on this project shall be Class B conforming to the
provisions of SECTION 5 -04 of the Standard Specifications.
5- 04.3(5)E PAVEMENT REPAIR '
Add the following:
The bottom and sides of all areas to be patched shall receive a tack coat in accordance with
Section 5- 04.3(5)A.
Before patching, all trench edges and joints shall be neatly trimmed with an approved
pavement cutter to a uniform line parallel to the trench line.
5- 04.3(7)A MIX DESIGN
Add the following: 1
The Contractor shall provide a mix design, performed in accordance with WSDOT Method
702 (Hveem mix design), to the Engineer for approval at least 5 working days prior to any
paving operation.
The use of more than 30 percent of recycled material in the asphalt concrete pavement on
this project will not be permitted.
5- 04.3(10)B CONTROL
Add the following:
Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of
theoretical maximum Rice density, ASTM 2041.
5- 04.3(13) SURFACE SMOOTHNESS '
Add the following:
Where directed by the Engineer, the Contractor shall feather the asphalt concrete pavement
in a manner to produce a smooth - riding connection to the existing pavement.
All costs and expenses in connection with providing, placing, and feathering the asphalt
concrete pavement shall be incidental to and included in the lump sum price bid. '
5 -04.4 MEASUREMENT
Add the following: '
Payment for restoration of asphalt pavement shall be measured by the square yard.
Asphalt concrete pavement shall be constructed to the depth shown on the Plans and will
C: \Corel \SPECS \98061.YK.wpd SPECIAL PROVISIONS - PAGE 24
1
be measured to the nearest foot over the limits of the existing asphalt concrete roadway.
1 No additional measurement will be made for crushed surfacing top course.
5 -04.5 PAYMENT
Payment shall be in accordance with SECTION 5 -04.5 of the Standard Specifications with the
following modifications:
' Asphalt concrete pavement and crushed surfacing base or top course shall be paid for at
the unit price bid per square yard for "Asphalt Pavement Repair." The unit price bid shall
' be full compensation for all labor, equipment, materials, and incidental costs required to
furnish, place, and compact crushed surfacing and the specified class of asphalt concrete
pavement. No additional payment shall be made for the excavation, saw cutting, trimming,
sloping, backfill, tack coat, or any other work required to complete the job.
' 7 -05 MANHOLES, INLETS, AND CATCH BASINS
7 -05.2 MATERIALS
' Add the following:
' All cast iron manhole rings and covers to be used on this project shall be purchased by the
Contractor from the City of Yakima, Customer Services Office, 129 North Second Street,
Yakima, Washington, 98901. The Contractor shall contact the Yakima Wastewater
' Treatment Plant (509- 575 -6077) to make the necessary arrangements to pick up the new
manhole rings and covers. The Contractor shall pick up the new manhole rings and covers
at the Yakima Wastewater Treatment Plant, 2220 East Viola, Yakima, Washington. The
Contractor shall also provide all labor and equipment for handling the manhole rings and
covers.
' 7 -05.3 CONSTRUCTION REQUIREMENTS
7- 05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE
Replace with the following:
Manholes and similar structures shall not be adjusted until paving is completed at which
' time the center of each structure shall be relocated from references previously established
by the Contractor.
' The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of
which shall be equal to the outside diameter of the frame plus two (2) feet. The frame shall
be placed on the adjustment rings and adjusted to the desired grade. The base material
shall be removed and 3000 psi concrete placed within the entire volume of the excavation
up to within 1 -1/2 inches below the finished pavement surface.
' On the following day, the concrete, the edges of the asphalt concrete pavement, and the
outer edge of the casting shall be coated with a tack coat in accordance with Section 5-
04.3(5)A. Class G asphalt shall then be placed and compacted with hand tampers and a
patching roller.
C: \Corel \SPECS\98061.YK.wpd SPECIAL PROVISIONS - PAGE 25
The completed patch shall match the existing pavement surface for uniformity of grade. The
joint between the patch and the existing asphalt pavement shall be painted with hot asphalt
cement or asphalt emulsion and shall be immediately covered with dry paving sand before
the asphalt cement solidifies.
7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS
7 -08.1 DESCRIPTION
Add the following:
The intent of this Specification is to provide the general requirements for the rehabilitation
of the existing 36 -inch diameter cement concrete industrial sewer main.
These Specifications are intended to be performance specifications that describe the
ultimate function to be achieved, that is the rehabilitation of the Industrial Sewer main.
Therefore, the precise materials and the methods outlined are not described in detail in the
following Sections.
7 -08.2 MATERIALS ,
Replace with the following: ,
High Density Polyethylene Pipe (HDPE) Solid Wall Liner Pipe for butt fusion shall be extra
high molecular weight, high density ethylene /hexane copolymer, PE 3408 polyethylene
resin. HDPE pipe shall be Driscopipe 1000, or equivalent. The Standard Dimension Ratio
(SDR) shall be 21, and the outside diameter shall be 26.0 inches.
Pipe shall conform to ASTM D3350. Dimensions and workmanship are specified by ASTM
F714. The material shall be listed with the PPI (the Plastics Pipe Institute, a division of the
Society of the Plastics Industry) in PPI TR -4 with a 73° F hydrostatic design stress rating
of 800 psi, and a 140° F hydrostatic design stress rating of 400 psi. The PPI listing shall be
in the name of the pipe manufacturer, and shall be based on ASTM D2837 and PPI TR -3
testing and validation of samples of the pipe manufacturer's production pipe.
The manufacturer's certification shall state that the pipe was manufactured from one specific
resin in compliance with these specifications. The certificate shall state the specific resin
used, its source, and list its compliance with these specifications. The pipe shall contain no
recycled compound except that generated in the manufacturer's own plant from resin of the
same specification from the same raw material
The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign
inclusions, or other deleterious defects, and shall be identical in color, density, melt index
and other physical properties throughout.
During extrusion production, the HDPE pipe shall be continuously marked with durable
printing including (but not limited to) nominal size, dimension ratio, pressure rating, type
(trade name), material classification, certification base and date.
1
C: \Corel \SPECS \98061.YK.wpd SPECIAL PROVISIONS - PAGE 26
1
High Density Polyethylene Pipe (HDPE) Profile Wall Liner Pipe for segmental jointing shall
' be helical - spiral manufactured with a smooth internal and external surface, inside diameter
sized, hollow -wall closed profile pipe. Pipe shall exhibit a stiffness of 46 psi when tested in
accordance with ASTM D -2412. Nominal inside diameter shall be 24.0 inches (Standard
Profile), with an outside diameter of 27.06 inches.
Pipe shall be extruded from high density "pipe grade" polyethylene resin listed by the Plastic
' Pipe Institute (PPI) as PE 3408 resin meeting the requirements of ASTM D -3350.
The approved connection shall be a threaded system which threads the helical spiral
together forming an integral joint. The OD and ID joint surfaces shall be substantially flush
with the pipe OD and ID. The joint must be physically interlocked in a manner to develop
the tensile strength of the pipe; and to manage thermally induced seasonal contraction. It
' must be capable of being pushed or jacked into the host pipeline and being pulled into the
host pipeline without joint separation. Joints must meet the requirements of ASTM D -3212
and must be watertight.
The pipe and joint product shall be "Sewer Renew" and "Thread -Loc" as manufactured by
Poly Systems Incorporated or equal. Each pipe segment shall be identified with the product
' name, pipe stiffness designation, and manufacturing data.
Segmental PVC Sliplining Pipe shall be a profile wall PVC pipe manufactured from a PVC
compound having a minimum cell classification of 12364A for ASTM F -1803 as defined in
ASTM D -1784. The nominal inside diameter shall be 24 inches, with an outside diameter
of 24.375 inches.
t Joints shall be routed with a gasketed coupling and coupling ring. The joint shall be
designed so that neither the outside diameter of the pipe is increased nor the inside
diameter of the pipe decreased at any point. The joint shall meet the requirements of ASTM
D -3212. The minimum pipe stiffness shall be 46.0 psi as measured by testing in
accordance with ASTM D -2412.
Engineered Annular Grout shall consist of Portland cement, water, fly ash, and additives.
All proposals shall be submitted to the Engineer in accordance with Section 1 -05.3 of these
Special Provisions.
' The grout shall have a minimum penetration resistance of 100 psi in 24 hours when tested
in accordance with ASTM C -403 and a minimum compressive strength of 300 psi in 28 days
' when tested in accordance with ASTM C -495 or ASTM C -109.
Grout mix shall be developed to completely fill the annular space or voids on the following
1 requirements:
1. Size of annular void
' 2. Void size of the surrounding soil
3. Absence or presence of groundwater
4. Sufficient strength and durability to prevent movement of liner pipe
5. Provide adequate retardation
' 6. Provide less than one (1) percent shrinkage by volume.
C: \Core) \SPECS \98061.YK.wpd SPECIAL PROVISIONS - PAGE 27
1
7 -08.3 CONSTRUCTION REQUIREMENTS
7- 08.3(1)A GENERAL - ALL METHODS
The City of Yakima has recently cleaned and video taped the sewer line to be rehabilitated. The
video tape is available for viewing by interested bidders at the Yakima Wastewater Treatment Plant
during normal business hours by contacting Scott Stockton (509- 575 -6077) and scheduling a time
to view the tape. This video tape is provided to bidders for information only and is provided as
"technical data." The City specifically makes no representations, guarantees, or warranties as to
the condition of the sewer at the time of the work. The availability of such technical data from the
City of Yakima shall not relieve the Contractor from any risks or of any duty to make examinations
and investigations as required by Section 1- 02.4(1) or any other responsibility under the Contract
or as may be required by law.
The Contractor shall be responsible for inspecting and confirming the inside diameter and
alignment of the host pipe and determining the condition of the segment to be lined. The
Contractor shall use this information from his inspection to verify the size of the liner, and refine the
installation techniques. The Contractor shall also be responsible to clean the existing pipeline
section to be rehabilitated to his satisfaction to remove all internal debris that could hinder
installation of the liner pipe.
Should pre - installation inspections by the Contractor reveal the sewer to be in substantially different
condition than that depicted on the video by the City of Yakima, the Contractor may make a claim
under Section 1 -04.7, Differing Site Conditions.
The existing pipeline to be lined measures 36 inches, inside diameter, and appears to be a cement '
lined pipeline.
During the time period allowed for rehabilitation of this pipeline, there may be flow in the pipe of
approximately 210 gpm. The Contractor shall provide for the flow of wastewater around the section
designated for rehabilitation. The Contractor will coordinate bypass pumping during construction
with treatment plant staff. Staff will designate locations for bypass pumping discharge and it is
expected that the overall distance for bypass pumping should not exceed 400 feet. The pump and
bypass lines shall be of adequate capacity and size to handle the flow.
7- 08.3(1)B HANDLING OF PIPE - ALL METHODS '
The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project
neatly, intact, and without physical damage. The transportation carrier shall use appropriate
methods and intermittent checks to insure the pipe is properly supported, stacked, and restrained
during transport such that the pipe is not nicked, gouged, or physically damaged.
Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If
the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe
manufacture's recommendations. The handling of pipe shall be done in such a manner that it is
not damaged by dragging over sharp objects or cut by chokers or lifting equipment.
Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness '
of the pipe shall be cut out and removed or the section of pipe rejected.
C: \Corel \SPECS \98061.YK.wpd SPECIAL PROVISIONS - PAGE 28
7- 08.3(2) INSTALLING HDPE PIPE (METHOD NO. 1)
7- 08.3(2)A JOINING HDPE PIPE
' Sections of polyethylene pipe should be joined into continuous lengths on the job site above
ground. The joining method shall be the butt fusion method and shall be performed in strict
conformance with the pipe manufacturer's recommendations and ASTM F -585. The butt fusion
' equipment used in the joining process should be capable of meeting all conditions recommended
by the pipe manufacturer, including, but not limited to, temperature requirements of 400° F,
alignment, and 75 psi interfacial fusion pressure.
Butt fusion joining shall be 100% efficient offering a joint weld strength equal to or greater than the
tensile strength of the pipe.
7- 08.3(2)B SLIPLINING WITH HDPE PIPE
' The Contractor shall carry out his operations in strict accordance with all applicable OSHA
standards and ASTM F -585.
Sliplining shall be completed from east to west using the excavation for the new east manhole as
the insertion point. The Contractor shall determine and measure the lengths of pipe required.
Fuse the single joints into prescribed lengths and attach the pulling head and tag line, if required.
Refer to PDI Technical Note #20 on pull head design.
Immediately prior to installation, clear and clean the old line sufficiently in order to insert the new
' line without undue stress. Establish pulling cable and rig. Attach cable to pulling head and slope
excavation a minimum of 2:1; then pull liner into place. Alternately, the liner may be pushed into
place using a choker strap. ALL SLIPLINING OPERATIONS SHALL BE COMPLETED BY THE
CONTRACTOR IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOM-
MENDATIONS.
I Properly seal all HDPE pipe penetrations into the new manholes with expandable rubber seals and
grouting per the manufacturer's recommendations. HDPE pipe must be anchored outside
manholes by attaching a collar or side fused branch saddles to the main pipe and encasing them
in concrete. Refer to manufacturer's recommendations.
7- 08.3(3) INSTALLING SEGMENTAL HDPE PIPE (METHOD NO. 2)
7- 08.3(3)A SLIPLINING WITH SEGMENTAL HDPE PIPE
The pipe shall be installed in compliance with the manufacturer's recommendations. The pipe shall
be kept level with support slings, rollers, or other devices as approved by the manufacturer.
7- 08/3(3)B JOINING SEGMENTAL HDPE SLIPLINING PIPE
Completion of the joint shall be effected by use of a strap wrench device with a suitable (4 foot
minimum) bar or lever to tighten the pipe. All work shall comply with the manufacturer's
' recommendations.
1
C: \Corel \SPECS \98061.YK.wpd SPECIAL PROVISIONS - PAGE 29
1
7- 08.3(4) INSTALLING SEGMENTAL PVC SLIPLINING PIPE (METHOD NO. 3)
7- 08.3(4)A SLIPLINING WITH SEGMENTAL PVC SLIPLINING PIPE
Contractor shall comply with all procedures and requirements of the pipe supplier. Lead the
insertion with the coupling end of the pipe or a field fabricated nose cone. Lubricate both ends of
the pipe prior to placing into the host pipe. Contractor shall use the lubricant supplied by the pipe
manufacturer.
Insert the first joint of segmental PVC Sliplining pipe into the host pipe leaving approximately 2 feet
protruding into the pit area.
Refer to Section 7- 08.3(4)B, for jointing procedures.
7- 08.3(4)B JOINING SEGMENTAL PVC SLIPLINING PIPE
To assemble joints, the previously installed segment of pipe must be restrained per the
manufacturer's instructions. An inflatable air bag system is placed between the outside of the
slipliner and the inside diameter of the host pipe approximately 2 feet from the end of the installed
pipe. '
After placement, inflate the bag with enough air pressure to allow for joint assembly. Do not
overinflate which may cause the pipe to become oval and make joint assembly difficult. ,
If two bags are used, place one at ten o'clock and the other at two o'clock around the pipe. Two
bags can be used to aid in the positioning of the pipe. '
Align the joint and partially insert (stage), the coupling as far as possible manually (approximately
3/8" into the groove). Place the push ring into the groove at the opposite end of the pipe segment
and use mechanical assistance to finish joint assembly. After joint assembly, a 1" gap should be
present between the exterior walls of the joint.
Release the air pressure in the air bag(s) and push the liner pipe into the host pipe leaving
approximately 2 feet protruding into the pit.
7- 08.3(4)C GROUTING ANNULAR SPACE '
Grout pressure shall be as recommended by the manufacturer of the type of pipe selected and the
conditions for this project. Gauges used for grouting shall be certified per ANSI B40, Grade 2A.
Grouting pressure shall be continuously monitored and recorded.
The grouting system shall have sufficient gauges, monitoring devices and test to determine the
effectiveness of the grouting operation and to insure compliance with the liner pipe specification
and design parameters.
The mixing and pumping rate shall be compatible with the liner manufacturer's recommendations
for grouting. Pressure gages shall be instrument oil filled and attached to a saddle type diaphragm
seal to prevent clogging with grout.
The gauged pumping pressure shall not exceed the liner manufacturer's recommendations or these
Special Provisions whichever is smaller. The pressure shall be continuously monitored and
C: \Corel \SPECS198061.YK.wpd SPECIAL PROVISIONS - PAGE 30
1
recorded during injection with a pressure recorder device. The recorder shall provide a paper copy
of the pressure readings.
7- 08.3(5) LINEAR PROOFING
After grouting of the annular space is complete, the Contractor shall proof the liner. The Contractor
shall pull a steel, rigid, and nonadjustable mandrel with an odd - number of legs, (minimum of nine)
through the installed liner to check the deflection of the liner after the annulus grouting is complete.
The deflection of the newly installed liner shall not exceed five (5) percent of the nominal diameter
of the liner pipe. The winch used to pull the mandrel shall be equipped with a load gage which
measures the developed winching force. Points where the load gage reads 50 percent o.r_more of
the maximum allowable pulling force shall be excavated, and the installed1iner repaired or replaced
at the Contrac or s expense. eroun ers shall not be used.
64/44 I xivAty fej.ce
7- 08.3(7) NEW PRECAST CONCRETE MANHOLES
' The Contractor shall furnish and install two (2) new 60 -inch diameter, precast, concrete manholes
complete with bases, frames and covers.
Installation shall be in accordance with Section 7 -05 of these Specifications.
7 -17 SANITARY SEWERS
7- 17.3(2) CLEANING AND TESTING
The Contractor shall clean and test the rehabilitated industrial waste influent line in accordance with
the provisions of this Section.
1
1
1
1
1
1
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C: \Core) \SPECS198061.YK.wpd SPECIAL PROVISIONS - PAGE 31
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C: \Corel \SPECS \98061.YK.wpd ^ . SPECIAL PROVISIONS - PAGE 32
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.Alder St ... . \ \ \ CITY OF YAKIMA
..... as
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4 YAA APAR 1 LaS - ' `
is aMe SI s lf5ak S ,, I I .--
U Sala Si ; ti i
r Cenral Stale Fairgrounds, 4
St 9 r ° Yakima Area ` ` 1
County Stadium. c and Yakima Meadows Arboretum � �T
H ; `+]��� (� WASTEWATER t ENT PLANT
' ..... Central Ave i
Dalton £ . V`r LO CAT �V� J
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< to U FoMES, t t c:�es: In & ,e '�
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4 Viols Ave £ ^' — Z C { e
. r.. 8l:..� :..... : • ..............k 6o O � \ �•i` • \ : :i ; N o HLA J ®� N 980 0■ 1
hello REHABILITATION pl
} I \�
• + Mead Ave
a • M W 0 ' C arey Si ' YAKIMA to Mor�Ciry. JANUARY 1999
111! ,
ins g, ; Q.
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z Gii) Pierce St ILckeata -
NOTES
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1. THE CONTRACTOR IS ADVISED THAT THE LOCATION AND /OR ELEVATION 4. THE CONTRACTOR SHALL BE REQUIRED TO ATTEND A PRE -
II Russell Ln Martin �L
. N Saw : OF EXISTING UTILITIES SHOWN HEREON IS BASED UPON A CONSTRUCTION CONFERENCE WITH THE CITY OF YAKIMA AND THE
Park ' TOPOGRAPHIC SURVEY OF THE PROJECT AREA AND INFORMATION TAKEN ENGINEERING CONSULTANT PRIOR TO BEGINNING WORK.
I - FROM CITY OF YAKIMA UTILITY RECORD MAPS. ,
VICINITY MAP 5. THE CONTRACTOR SHALL FURNISH TO THE CITY OF YAKIMA A
2. THE CONTRACTOR MUST CALL THE LOCAL UTILITY COORDINATING CERTIFICATE OF INSURANCE NAMING THE CITY OF YAKIMA AND THE
COUNCIL AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST ENGINEERING; CONSULTANT AS ADDITIONAL INSURED. REFER TO THE
FIELD LOCATIONS OF UTILITIES. IT IS THE RESPONSIBILITY OF SPECIFICATIONS.
LEGEND THE CONTRACTOR TO VERIFY ' PERTINENT LOCATIONS AND ELEVATIONS,
PARTICULARLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY 6. WHEN CONSTRUCTION WILL AFFECT INGRESS AND EGRESS TO ANY
EXISTING FENCE CONFLICT LOCATIONS PRIOR TO BEGINNING NEW CONSTRUCTION. PROPERTY , THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
x x x THE OCCUPANT(S) OF THE PROPERTY 24 HOURS PRIOR TO THE
EXISTING SEWER 3 ALL WORK SHALL CONFORM TO THE 1996 STANDARD SPECIFICATIONS CONSTRUCTION ACTIVITY. IF PERSONAL CONTACT WITH THE
SEWER S s s FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY OCCUPANT IS NOT POSSIBLE, THE CONTRACTOR SHALL LEAVE WRITTEN
EXISTING WATER w w W THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) NOTICE.
AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AND THE
I EXISTING FORCEMAIN FM -FM FM SPECIAL PROVISIONS. 7. THE CONTRACTOR SHALL MAINTAIN TRAFFIC ON ALL ROADWAYS IN THE
EXISTING MANHOLE PROJECT VICINITY AND MAINTAIN ACCESS TO ALL BUSINESSES AT
ALL TIMES. i THE CONTRACTOR IS RESPONSIBLE FOR A TRAFFIC
EXISTING FIRE HYDRANT C, W H CONTROL PLAN AND ALL REQUIRED SIGNING, FLAGGERS, AND
; IT S ; CHANNELIZA�TION FOR ALL PORTIONS OF THE WORK.
EXISTING WATER VALVE e �� � c ' WAS�f �L �' �, •
EXISTING SIGN �,_ � ' : 1
A� Ieibregtse Lonntan A §sociates lnc.
i EXISTING UTILITY POLE -0- ,,
�• 8383 W CIVIL ENGINEERING • LAND SURVEYING • PLANNING
EXISTING MAILBOX . TEg�
fi g( 3800 Summitview, Suite 100 ♦ Yakima, WA 98902
I EXISTING LIGHT n I�NSAL (509) 966-7000•FAX (509) 965 -3800 ins
I NEW 72' MANHOLE EXPIRES May 19, 2000
I
1
ACCESS TO THE INFLUENT BUILDING MUST BE
< I N MAINTAINED AT ALL TIMES. THE CONTRACTOR
SHALL NOT BLOCK OR RESTRICT THE ACCESS ROAD.
WOODPECKER TRUCK BEGIN SUPUNING. REMOVE EXIST. CONCRETE VAULT AND
W E a N EXCAVATE AS REQUIRED TO ALIGN FOR PLACEMENT OF
I °c>c a RECEIVING END SUPUNING EQUIPMENT AND SUPUNING WORK. CONSTRUCT
irA 3 CONSTRUCT NEW 60 DIA. MANHOLE. NEW 60" DIA. MANHOLE AND CONNECT TO NEW SUPUNED
L'' = CONNECT TO EXISTING INDUSTRIAL INDUSTRIAL WASTE LINE AND EXIST. INDUSTRIAL WASTE UNE
I S " , �� -', "° CHANNEL BASE OF NEW MANHOLE. APPROXIMATE DEPTH
t 'G a =, 3 WASTE UNE AND NEW SUPUNED
Z '=aFXA OF Nk IS BASE OF
_ _ _ _ _ _ INDUSTRIAL WASTE UNE. CHANNEL 10'
I SCALE BAR =_ - BASE OF NEW MANHOLE. n4 PLUG EXIST. STORM
40 0 20 40 = I asP►1ac L F" uP x X x— x— x �" x x— x— x— x x x x- x- x x- x-
x - DRAIN UNE OUTSIDE
_ :'`: 1 IcN ucHT OF NEW MANHOLE. 4.
E /YG ,
u ...
_ ._<r: Pf{ .:. a -. - .,� -- . - -
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48� INF BUILDING 9
00 'S 3: , -r.�i n _ 48 NF. S - 1 kl S - :::' . .t.:i3Z1::.:;. - 0 , i.:0
II V _ = _ _ _ YAKIMA WWTP : s
.' J pp�� yip: �-
=4 G A T E ;,- ' \*- S
I -^ 315 -
CONTRACTOR SHALL INSTALL
NEW SUPUNING INSIDE EXISTING
36" INDUSTRIAL WASTEWATER
I PIPELINE.
SITE PLAN
I / - =40'
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I 1$ 1 • Wx j?'
-* *ovi c�
' . , ` ' REVISED: DATE: DRAM: JOB NO.
51'.. ' CITY OF YAKIMA ; KDY 98061
FIE FUME 9806
t 0 H tse, Lonn�an Associates, Inc. Y� WASHINGTON ' • I 1 <i (`S`
CIVIL ENGINEERING •LAND SURVEYING • PLANNING PLANT
�� l5 f�q WASTEWATER TREATMENT 1, LANT
DJW 1 " =40'
3800 Summitview, Suite 100 *Yakima, WA 93902 INDUSTRIAL WASTE I1NFLUE1 T LINE DATE: SHEET
EXPIRES ma 19, 200°
(509) 966 -'°°°' FAx ( 965 -3800 REHABILITATION PROJECT JAN. 1999 2 OF 3
i ,
i 3' COIF. DEPTH
CRASS IT ASPHALT + + + + + + + + + + +
+ + + + 4- + + + + + •
+ + + + + + + + + + +
Ran; •r_ V n Rnn'*r. Vrpair irt'n
9 031P. DEPTH CRUSTED
SURFACING TOP COURSE
PAVEMENT REPAIR
NOT TO SCALE
A —
III
1r cc
UPSTREAM PIPE
B
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WI■nu M . ■ Row a ■ ■ J ��
i ■1111 FTOr 1111 A 9 —Q A -A
a CCNCRETE
11 M1 D� Cf rYDEIT T 1/Y
CLASS •C ASASPHALT r
'a '►
t . � SECTON LESS 1 t/2•. tONCAEIE PAYOENT
M o � ASPHALT COrCRE7E PAM]IENT
�U i nu I ■ T-
PLAN VIEW II - �� �'"m°�:�= % /�om�///���///�m�o�
A� � � 14 1/4' A L.,....i
CAST IRON FRAME a COVER � .• � ' ��i � - �� y �I�i ;
ilk.. NLNO FO NDRY COMPANY NC., ; % i�� — y
__ • we we n OR APPROVED d11TAL
21L�L1�2 CAST ro1sD .�. OR TRAW
N COMM , TOP of SU[KlSUBORN( � GRADE RINGS OR
4. Mai a wowmlo
1B' j YAX J _ -7 COMM AS APPFt01RIAlE 8 0• D UB W� I 13 1/Y I - - I . i r
Ir E SKIM. HON ` SLOPE 0
Du j stEPS sEE DEUt — �� SE
' ■ CTION
- SECTION A —A ,_1_, O PRE CAST sECtaH _ '• �. � u � e --
1. MANHOLES SINAI H DTES
NAI. BE ADJISIFD TO FRIERED GRADE AFIER .
1 MORTAR FILIET - \ 4 . __ el PRE -CAST BAs: mom or yMLWE4SEL4 1 41b14111464911 _i_6. PLACEMENT OF ASPHALT CORUETE PAVElO1T. 6 ,
GRADE 60 RBtF. Sit
2. GRADE FOGS AND/OR LE141NC 9EIXS SHALL BE GROUTED
�„ ;r au sD N /Fr . ' : N w.ACE NO BE P91T 1a+ ER T 1111111rI'■
. „so,� x& A i EAW TAY TED \ m SPECOICATIOIS
Lila a :i i✓.c� r EIATFACNG TOP CAST • N PLACE PRECAST BASE
3. N UNPAVED ARE PRONE 1Y mac. 5 04I CEMENT TIE PCLIPROPADIE COfORINIG TO AN ASI 0-4101
�� �
I 06J9D S
tCOURSE COMPACT TO 957E mg r/ NTEGRAL mot CowaETE RNs ARCM TOP OF E. MANHOLE FRAME -
SPECIFEA110N. IS MECDDN MOLDED AROUND A 1/Y
��” MAXIM QTY FLU9R M/ RAGED GRADE AND SLOPE CONCAVE OUTIIAHD AT 1/CAT. ASII A-613 GRADE 60 SM. REBOOKING BAR 1105
CAST II PLACE RECAST BASE STEP EASILY MEETS OE REOIDROEMTS Cf ASIM C-478.
BASE r/ NTEGIOL RISFR AA9TE0 6-199 MID ALL OGIA SPECOEAIONS
I MANHOLE DETAIL (TYPE 1) MANHOLE SECTION B -B MANHOLE ADJUSTMENT DETAIL MANHOLE SAFETY STEP
NOT ra SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
1
I �� \$ 1.1171/71 c a
4 REVISED: DA1E: DRAWN: JOB NO.
j4- • ( 11 V CITY OF YAKIMA ' HUE
�y 98061
'P .,p s w - • Hu Lowman Associates, Inc. EMU WASHINGTON CHEC SCALE
1 4'G' t''' DJW 1" =40'
` t' 01 CIVIL ENGINEERING • LAND SURVEYING • PLANNING WASTEWATER TREATMENT PLANT 1 3800 Summitview, Suite 100 Yakima, WA 48902 INDUSTRIAL WASTE INFLUENT LINE
EXPIRES m a y 19, 2000
1 REH ABILITATION PROJECT DATE SHEET
(509) 966 -7000 • FAX (509) 965 -3800
JAN. 1999 3 O 3
ESCROW RIDER
This Rider is hereby made a part of Performance and Payment Bond No. AE 6126307 issued by
GULF INSURANCE COMPANY as Surety, on behalf of CJ's Construction Services, Inc. , as Principal.
This bond shall be void and of no force or effect unless the terms of this Rider shall be accepted by
the Obligee.
This bond shall be and remain in full force an effect provided that the Obligee agrees to mail, or
wire , directly to McSwain and Company, PS dba Funds Control Services, all payments to, and in
the name of the Principal, in conjunction with work done on the Contract, unless otherwise directed
by Surety.
Dated this 1st day of March 1999.
Gulf Insurance Company
Surety Company
By: .�11111
,,Mary L. Fain=', Attorney -in -fact
CJ' Construction Services, Inc.
Principal
By: �(
presirnt
page 1 of 3
.. •
PIFIFORMANCE BOND
BOND TO CITY OF YAKIMA
Bond No. AE 6126307
KNOW ALL MEN SY THESE PR£SEN1 Inc.
CJ'S Construction Services, �,._
Tfudwe. 11 �
e usigned
----
P a acf9�n
esY al and Gulf In Co m an Uasurcy
or, a are arising unGr Ina laws the State State o .L�
n bonds of
�rporat :en. and qualified tinder the laws of the State W af Wasr,inq!on to become surety ups
f'k , 6 46 iNv for the payment el witch sum of demand he
dontracldn w:lh municipal corporations. sue ar intly and severally held and firmly bound :.e we
_ bind CITY
ovrsof YAKIMA ean '.n P. penal sum of S
bind t+l•,es and cur suaassors, heist. tdininistra:eR or personal ,opressntativos, is the else may be.
This obl.gaLon s entered into in pureuance ct the statutes of the State of Washington. !ha Critnarcas of
the CITY CF YAKIMA.
ls�a :t March ty99
DATES c'ga..-s Wasnlrg!on..hs y ar
Nevert ^.mess. the conditions Jt the 100ve c :'cation are s6.c, :hat: ,^ 9 'y
w�lEnE4S. p:rnant Io Jet' talon 5y the Yakima City C. ncl on F b l
1' ar n ty C; r o t he lrr ewe of r n Y 1i nos n 'a'�r I�t e a ut to let to he said
AiJC;1 u e abcw'.,s•'ded�
. l ff 1 I naust ria �_ and providing nor
a ce- :.sir sc ^•'act. the said contract be numbered .._],
s ewer line r,habil3tation (*no c�ntraa :s referred toheruin and is made a part
hereof as '.hough attached hereto). and ,
W4EPEaS. Ina said Prins :oaf has a =epted. or Is about to accept. the said oontraCt, and undertai v to
perfc!!r :Its �c therein provided tot in the manner and within the time set heorth;
CJ'S Construction Services, Inc.
NCv4; : I . ' 'o.ft"rsid.
shall 'a `.t_!'y aarlorm all al the prcv,stons dt said contract in the Tanner and within the time therein sot
lone, o 4. "‘n such' extension of time as may be granted under said contract, and said shall pay all all
Of
sub
mechanics, su dntroetore and materiel men, end all persons who shall supply principal
cc-;tac'o's w.th provIsidns and supplies for the carryyingf said ha . and from a'l ho said
dr O F
YAKIMA. .1s ru'ptcyees. agents. and eleCted or appointed o
oC.as.cned '.0 ary person or property by reason of any carelessness or negligence on the pan of said
pr:nc cal or ary sub•ntracor in the pertormanCI cd aocals, sh
lansborn indemnify arid
damage hOld the e expoOF
YAKIMA , ts e. ^ptoyees, agar,ta. Ind etactsd or appointed p; g :
by reason of 'a•Iure of ;•rformance as specified in said contract or from defects appearing or develo n n
acceptance l or workmanship by the CITY OF provided than and In that event thi obligation rsha!I be, oontraa
ac vc d; but
ac :ep'onc e there'eo by
other, sets "ell be and fennel ^ fuil force and effect.
CJ's Construction S- rvi` Inc.
By:
Gulf Insurance Cornp n Y
ApprcvaG � �.
_�.� By' Mary sure'
--- Attor,n Y in fact
Page 2 of 3
f 1 - lo, G I NSURANCE COMPANY - BOND c c
, ,�. lt: ST. LOUIS, MISSOURI _ NUMB AE 6 . 1 6 O � _ . v _
POWER OF ATTORNEY NAM ADD RESS
ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE " - -" ' - - •
SAFETY PAPER WITH TEAL INK. DUPLICATES SHALL HAVE THE PRINCIPAL: CITY, STATE, ZIP .
SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN _ . - • . . .
CONJUNCTION WITH THE ORIGINAL.: - -
KNOWN ALL MEN BY THESE PRESENTS: That the Gulf Insurance Com- _ " '
pany, a corporation duly organized under the laws of the State of Missouri, having : , - CJ's Construct Serv ,• Inc -
. its principal office in the city of Irving,.Texas, pursuant to the - following resolution, 3210 "C" Street =NE , Suite A - _ ' -- _
adopted by the Finance & Executive Committee of the Board of Directors of the said - Auburn WA 9 $ 0 0 2
•
Company on the 10th day of August, 1993, to wit: - , _
"RESOLVED, that the President, Executive-Vice President or any Senior Vice = . • -
President of the Company shall have authority to make, execute and deliver a Power - • .... _
of Attorney constituting as Attorney -in -Fact, such persons, firms, or corporations as - - - - - - .
may be selected from time to time; and any such Attorney -in -Fact may be removed EF FECTIVE DATE
•
and the authority granted him revoked by the President, or any Executive Vice -" -" ..
President, or any Senior Vice President, or by the Board of: Directors or by the :- - • - - -
Finance and Executive Committee of the Board of Directors. - : - - _
RESOLVED, that nothing in this Power of Attorney shall be construed as.a grant 3-1-99
of a uthority to the attorney(s) -in -fact to sign. execute, acknowledge, deliver or oth- CONTRACT AMOUNT -
erwise issue a policy or policies of insurance on behalf of Gulf Insurance Company. - -
RESOLVED, that the signature of the President, Executive Vice President or - . , - -
any Senior Vice President, and the Seal of the Company may be affixed to any such - _ $. 69,056.00 - .
Power of Attorney or any certificate relating thereto by facsimile, and any such..
powers so executed and certified by facsimile signature and facsimile seal shall be - - BOND AMOUNT -
valid and binding upon the Company in the future with respect to any bond and . . - _ . .. : _
documents relating to such bonds to which they are attached." $69,056.00 Payment and Performance
Gulf Insurance Company does hereby make, constitute and appoint
•
•
•
- its true and lawful attorney(s) -in -fact, with full power and authority hereby conferred in its name, place and stead, to sign. execute, acknowledge and deliver in its
behalf, as surety, any and all bonds and undertakings of suretyship, and to bind Gulf Insurance Company thereby as.fully and to the same extent as if any bonds, under-
_
takings and documents relating to such bonds arid/or undertakings were signed by the duly authorized officer of the Gulf Insurance Company and all the acts of said -
_. attomey(s) -in -fact, pursuant to the authority-herein given, are hereby ratified and confirmed. . -. : .. . • _ _ - -: : - .. -
• The obligation of the Company shall not exceed'one million (1,000,000) dollars. - - .
IN WITNESS WHEREOF, the Gulf Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to
.
be hereto affixed. . - ' . .- -.
s uttAN°F .
� °P VOg gI ° °y GULF INSURANCE COMPANY .
SEAL < / /�
. . STATE OF NEW YORK - ) -
Christopher ristopher E. Watson
COUNTY OF KINGS _ ) - .. : President
On the 1st day of June, 1996 A.D., before me came Christopher E. Watson, known to me personally who being by me duly-sworn, did depose and say;
that he resides in the County of Westchester. State of New York; that he is the President of the Gulf Insurance Company, the corporation described in and
which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seal; that
it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order.. _ _ . •
\P O K 9qt1 _ i (t -.
- Public, State of New York
FOF NEB No. 24-4861345 1. STATE OF NEW YORK ) Qualified in Kings -
SS - Commission Expires May 12, 2000 .
COUNTY OF NEW YORK ) : :
I; the undersigned, Executive Vice President of the Gulf Insurance Company, a Missouri Corporation, DO HEREBY CERTIFY that the foregoing and
attached POWER OF ATTORNEY remains in full force. : - - -
Signed and Sealed at the City of New York. -. .0.s`'' R e
_ i Dated the 1st - day of Marc ,1999
" :_ <
�� M /SSO 2 .
.0 C&L.A.4-41.‘ : 14-- I) _
P
_.. .... _ _ • . __. ..' _ :_ _. age - -3 'Of. 3 _ - . ._ E xecutive Vice President _