HomeMy WebLinkAbout5369 Contract Number: 5369
Vendor: PARAMETRIX INC
Subject: PSA - Engineering Design Services - Pavement
Preservation Project
Department: Engineering
File Class: LEG 12-1
Begin Date: 4/14/2014
End Date: 7/31/2015
Review Date: 8/1/2015
Vault Date: 2016
Comments: Amendment No. 1 9/16/14; Supplemental Agreement No. 1
10/1/14
Re�����d
SEP 3 0 2014
Parannetrix �remerton
SUPPLEMENTAL AGREEMENT NO. 1
Time Extension and Revision to Scope of Work
Project No. 4294
Agency City of Bremerton
Name of Project Pavement Preservation Project
Agreement No.: 5369 ,
The City of Bremerton desires to supplement the agreement entered into with Parametrix and executed
on April 14, 2014. AI! provisions in the basic agreemert remain in effect except as expressly rnodi'ied b�
this supplement.
The changes to the agreement are described as follows:
Section 2, TERM, is hereby extended to July 31, 2015.
Except as herein modified, the terms of the AGREEMENT shall remain in full force and effect.
In WITNESS WHEREOF, the parties hereto have executed this SUPPLEMENTAL AGREEMENT NO. 1
to the Professional Services Agreement of the date and year indicated.
f�'
For Parametrix dated this � � day of 0�� , 2014.
gy. `�l� ��
For the City of Bremerton, dated this day �� � of �d�P�2, 2014.
By:
DEPARTMENT PROVAL:
Chal Martin, Direc r of Publi orks and U ilities
APP O ED AS TO FO .
/
City Attorney
RECEIVED F ILING: �
Shannon Corin—City Clerk
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i��� SUMMARY -See Attached Schedule Details
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U WORKS 8 Ublities Engineermg Drvision
j .,��`t�" �� CLOSE OUT CHANGE ORDER
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Pro�ect Name�Washinqton Avenue Sewer Improvements 15-Sep-14
Contractor: Pape and Sons Construction, Inc. 5313
SCHEDULE A TAX(N/A for Schedule TOTAL
ORIGINAL CONTRACT AMOUNT A)
$478,174.45 $0.00 $478,174 45
SCHEDULE A NET CHANGE for TAX(NIA for CONTRACT AMOUNT
' CONTRACT AMOUNT SCHEDULE A SUBTOTAL Schedule A) AFTER THIS CHANGE
ORDER
$478,174.45 $33,478.83 $444,695 62 �0.00 $444,695.62
SCHEDULE B TAX(g,6%) TOTAL
ORIGINAL CONTRACT AMOUNT
$637,335 00 $54,810 81 $692,145.81
SCHEDULE B NET CHANGE for CONTRACT AMOUNT
CONTRACT AMOUNT SCHEDULE B SUBTOTAL TAX(8.7%) AFTER THIS CHANGE
ORDER
' $637,335.00 $13,593.46 $623,741.54 $54,265.51 $678,007 05
SCHEDULE C
ORIGINAL CONTRACT AMOUNT T�(8•6%) TOTAL
$472,029.00 $40,594.49 $512,623.49
CONTRACT AMOUNT
SCHEDULE C NET CHANGE for SUBTOTAL TAX(8.7%) AFTER THIS CHANGE
CONTRACT AMOUNT SCHEDULE C ORDER
$472,029.00 $1 654 15 $470,374.85 $40 922.61 $511,297.46
TOTAL TAX TOTAL TOTAL
ORIGINAL CONTRACT AMOUNT
$1,587,538.45 $95,405.30 $1,682,943.75
PROJECT TOTAL TAX(8.7%) CONTRACT AMOUNT
CONTRACTED AMOUNT NET CHANGE SUBTOTAL Sum of B 8 C AFTER THIS CHANGE
Schedules ORDER
$1,587,538.45 $48 726.44 $1,538,812.01 $95 188 13 $1,634,000 14
DAYS: 217 DAYS:220
All work,materials and measurements to be in accordance with the provisions of the onginal contract and/or the standard specifications and special
provisions for the type of construction involved. The payments and/or additional time specified and agreed to in this order include every claim by the
Contractor for any extra payment or extension of time with respect to the work descnbed herein,including delays to the overall project.
9/24/2014
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APPROVED BY: SIGNATURE: DATE• I
OWNERS REPRESENTATIVE
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CONTRACTOR l' �j�C///�
CITY APPROVAL � � / /r
CITY COUNCIL APPROVAL DATE: �
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—__ � PUBLIC WORKS 8 Utilities Engineering Division
,'�_ CLOSE OUT CHANGE ORDER-SCHEDULE A
Pro�ect Name Washinpton Avenue Sewer Improvements Date 15-Sep-74
Contractor.Pape and Sons Construction,Inc Contract No 5a1a
DESCRIPTION OF CHANGE
You are hereb re uested to com I with the followin chan es from the contract Plans and s ecifications.
Such work will be compensated by check one or more of the following as applicable[X]Increase or[X]Decrease in bid items,[]Force Account
X Ne otiated Price The described work affects the existin contract items and/or adds and/or deletes bid items as follows
Bid Item Descrl tlon
A-1 Minor Changes and Force Account-was under the estimated quantity As such a credit of$21,807.87 is needed to close the contract
A-5 Pothole Existing Utdiry-was not needed for this Schedule A work. As such a credit of$1,250 00 is needed to Gose the contract
A-8 Cement Concrete Sidwalk and Dnveway Removal-total square yards was more than anticipated As such line rtem A-8 needs to increased by 10 square yards or$50 00
A-11 Adjust Existing Utilities to Grade-Additional ad�ustments was more than antiapated As such line item A-11 needs to increased by 2 additional ad�ustments or$600 00
A-14 Contaminated Material Excavation Inc Haul-total tonnage(TN)was less than the estimated quantity. As such a credit of 393 3 tons or$23,598 00 is needed to close the
contract
A-15 Contaminated Water Handling and Disposal-was under the estimated quantity As such a credit of$20,000 00 is needed to close the contract
A-17 Crushed Surfaang Top Course-total tonnage(TN)was more than anticipated As such I�ne item A-17 needs to increased by 802.91 tons or$23,284 39
A-18 Cold Mix-total tonnage(TN)was less than the estimated quantity As such a credit of 70 tons or$8,750.00 is needed to close the contract
A-19 HMA CL 1/2"PG 64-22-total tonnage was more than anticipated As such line item A-19 needs to increased by 30 31 tons or$3,182 55
A-20 Cement Concrete Pavement-total cubic yards was more than anticipated As such Ime item A-20 needs to increased by 14 cubic yards or$3,850.00
A-21 Solid Wall PVC Storm Sewer Pipe,6-inch Diam-total linear feet was slightly more than anticipated. As such Ime item A-21 needs to increased by.6 LF or$43.80
A-22 Solid Wall PVC Storm Sewer Pipe,8-inch Diam-total linear feet was more than antiapated As such line item A-22 needs to increased by 51 LF or$3,187 80
A-23 Catch Basin Type 1-total catch basins needed were slightly more than antiapated As such line item A-22 needs to increased by 1 EA or$1,150 00
A-24 CDF Backfill-was not needed for this Schedule A work As such a credit of$900 00 is needed to close the contract
A-27 Cement Concrete Curb and Gutter-Type A-total linear feet(LF)was more than antiapated. As such line item A-27 needs to increased by 408 LF or 58,760 00
A-28 Cement Concrete Curb-Type C1-total linear feet(LF)needed were slightly more than anticipated As such line rtem A-28 needs to increased by S LF or$156.00.
A 29 Cement Concrete Dnveway Approach Type III-total square yards(SY)needed were more than anticipated As such line item A-29 needs to increased by 17 SY or
$1,275 00
A-30 Survey Monument-total monuments was less than the estimated quantity As such a credit of 3 monuments or$2,400.00 is needed to close the contract
A-31 Cement Concrete Sidewalk-total square yards(SY)needed were more than antiapated As such line item A-30 needs to increased by 10 SY or$287 50
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Item No Descripuon FO#NVCD# � � � oty Unn 5 Cost Pe�Unit S Cost Nel E Cost Ae�Days
MINOR CHANGES AND FORCE Ori 1 EST $40,000.00 $40,000 00
� A� ACCOUNT See WCD Rev 1 EST $18,192 13 $78,192 13 ($21,807.87) 0
2 A-2 MOBILIZATION ri 1 LS 61,000.00 $61,000 00 •'
Rev. 1 LS $61,000 00 $61,000 00 $0 00 0
3 A-3 PROJECT TEMPORARY TRAFFIC Ori 1 LS $8,500 00 $8,500 00: .. ::
CONTROL Rev 7 LS $8,500.00 $8,500 00 $0 00 0
4 A-4 REMOVAL OF STRUCTURES AND Ori 1 LS 52,250 00 $2,250.00
OBSTRUCTIONS Rev 1 LS 52,250 00 $2,250 00 $0 00 0
5 A-5 POTHOLE EXISTING UTILITY Ori 10 EA $125.00 $1,250 00.
Rev 0 EA $125 00 $0 00 ($1,250.00) 0
6 A-6 ASPHALT CONCRETE PAVEMENT Ori . 1,113 SY $6 50 $7,234 50:
REMOVAL Rev 1113 SY $6 50 $7,234 50 $0 00 0
� A� CEMENT CONCRETE PAVEMENT WCD 013 Ori 2,218 SY $8.00 $17,744 00
REMOVAL Rev 2218 SY $8 00 $17,744 00 $0 00 0
8 A-8 CEMENT CONCRETE SIDEWALK AND Ori 547 SY $5 00 $2,735 00
DRIVEWAY REMOVAL Rev 557 SY $5 00 $2,785 00 $50 00 0
9 A-9 CEMENT CONCRETE CURB AND Ori 1,686 LF $1.50 $2,529 00
GUTTER REMOVAL Rev 1686 LF $1 50 $2,529 00 $0 00 0
10 A-10 REMOVEIABANDON STORM SYSTEM Ori 1 LS $2,500 00 $2,500 00.
Rev. 1 LS $2,500.00 $2,500 00 $0 00 . 0
�� A�� ADJUST EXISTING UTILITIES TO On 5 EA $300 00 $1,500 00
GRADE Rev. 7 EA $300 00 $2,100 00 $600 00 0
12 A-12 ROADWAY EXCAVATION INCL HAUL Ori 876 CY $18.00 $15,768 00.
Rev 876 CY $18.00 $15,768 00 $0 00 0
13 A-13 SHORING OR EXTRA EXCAVATION Ori 1 LS $1,000.00 $1,000 00 '
CLASS B Rev 7 LS $1,000.00 $1,000 00 $0.00 0
14 q_�q CONTAMINATED MATERIAL On 750 TN $60 00 $45,000 00.
EXCAVATION INCL HAUL Rev 356 7 TN 360.00 $21,402 00 ($23,598 00) 0
15 A_15 CONTAMINATED WATER HANDLING Ori 1 FA $20,000 00 $20,000 00 •
AND DISPOSAL Rev 0 FA $20,000.00 $0 00 ($20,000 00) 0
16 A-16 GEOGRID REINFORCEMENT On 2,813 SY $3 40 $9,564 20.
Rev. 2813 SY $3.40 $9,564 20 $0 00 0
Ori 1,467 TN $29 00 $42,543 00'... "' '
17 A-17 CRUSHED SURFACING TOP COURSE Rev 2269 91 TN $29 00 $65,827 39 $23,284 39 0
18 A-18 COLD MIX ri 70 TN $125 00 $8,750 00... ...
;
Rev 0 TN $125.00 $0 00 ($8,750 00) 0
19 A-19 HMA CL 1/2"PG 64-22
Ori . 542 TN $105 00 $56,910 00. � ' '
Rev 572 31 TN $105 00 $60,092 55 $3,182 55 0
20 A-20 CEMENT CONCRETE PAVEMENT WCD 013 ri 21 CY 275.00 $5,775 00 •
;...
Rev 35 CY $275 00 $9,625 00 $3,850 00 0
2� A 2� SOLID WALL PVC STORM SEWER Ori 18 LF $73 00 $1,314 00;..•
PIPE,6 IN DIAM Rev 18 6 LF S73 00 $1,357 80 $43 80 0
SOLID WALL PVC STORM SEWER Ori 383 LF $63 00 $24,129 00
ZZ A�ZZ PIPE,8 IN.DIAM. WCD 076 Rev 434 LF $63 00 $27,316 80 $3,187 80 0
23 A-23 CATCH BASIN TYPE 1 WCD 016 Ori 13 EA $1,150 00 514,950 00 .'
Rev 14 EA $1,150 00 $16,100 00 $1,150 00 0
24 A-24 CDF BACKFILL On 10 CY $90 00 $900 00;
Rev 0 CY $90 00 $0 00 ($900 00) 0
25 A-25 EROSIONIWATER POLLUTION Ori 1 LS $7,500 00 $7,500 00: �
CONTROL Rev 1 LS $7,500 00 $7,500.00 $0 00 0
26 A-26 LANDSCAPE REPAIR WCD 015 Ori 1 LS $2,250 00 $2,250 00 '
Rev 1 LS $2.250 00 $2,250.00 $0 00 0
CEMENT CONCRETE CURB AND Ori 856 LF $20 00 $17,120 00
Z� A-2� GUTTER-TYPE A W����� Rev. 1264 LF $20.00 $25,280 00 $8,160 00 0
28 A-28 CEMENT CONCRETE CURB-TYPE Ori 830 LF $19 50 $16,185.00
�1 Rev 83B LF $19 50 $16,341.00 $156 00 0
29 A Z9 CEMENT CONCRETE DRIVEWAY On 17 SY $75 00 $1,275 00
APPROACH TYPE III Rev. 34 SY $75.00 $2,550 00 $1,275 00 0
30 A-30 SURVEY MONUMENT On 8 EA $800 00 $6,400 00:
Rev 5 EA $800 00 $4,000.00 ($2,400 00) 0
31 A-31 CEMENT CONCRETE SIDEWALK WCD 017 On 473 SY S28 75 $13,598 75; ,
Rev 483 SY $28 75 $13,886 25 $287.50 0
32 A-32 CEMENT CONCRETE On 3 EA $7,250 00 $3,750.00 '
PERPENDICULAR RAMP Rev 3 EA $1,250 00 $3,750 00 $0.00 0
33 A-33 CEMENT CONCRETE PARALLEL Ori 3 EA $1,500 00 $4,500 00::. ....'. `' .: :•• `.:
CURB RAMP Rev 3 EA $1,500 00 $4,500 00 $0 00 0
34 A-34 CEMENT CONCRETE COMBINATION Ori 3 EA $2,000 00 $6,000 00: "
CURB RAMP Rev 3 EA $2,000 00 $6,000 00 $0 00 0
35 A-35 PAVEMENT MARKING Ori 1 LS $5,750.00 $5,750.00:
Rev 1 00 LS $5,750.00 $5,750.00 $0 00 0
$444,695.62 ($33,478 83)
SCHEDULE A TAX(8.6%) TOTAL
ORIGINAL CONTRACT AMOUNT
$478,774.45 $0 00 $478,174 45
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�J PUBLIC WORKS&UGlities Engineering Division '
:,'� : CLOSE OUT CHANGE ORDER•SCHEDULE B
Pro�ecl Name�Washington Avenue Sewer Improvements Date 75-Sep-14
Contractor Pape and Sons Construction,Inc Concreci No 5373
DESCRIPTION OF CHANGE
You are hereb re uested to com I wdh the followin chan es from the contract Plans and s eufications
Such work will be compensated by check one or more of the following as applicable[X]Increase or�X]Decrease in bid items;[]Force Account,
X Ne otiated Price. The described work affects the existin contrad dems andlor adds andlor deletes bid items as follows
Bid Item Descn tion
B-1 Minor Changes and Force Account-was under the estimated quantity As such a cred�t of$22,269 03 is needed to close the contrad
B-5 Cement Concrete Pavement-total square yards(SY)was more than antiapated. As such line item B-5 needs to increased by 1801 square yards or$8,010 00
B-6 Cement Concrete Pavement Removal-total square yards(SY)was less than the estimated quantity As such a credit of 53 SY or$265 00 is needed to close the
contract. .
B-8 Pothole Existing Utility-was less than the estimated quanity As such a credd oi$875 00 is needed to close the contract
8-10 Cold Mix-total tonnage(TN)was not used on this Schedule B work As such a credit of 70 tons or$8,750 00 is needed to close the contrad
B-11 Cement Concrete Pavement-total cubic yards was more ihan anticipated As such line item 8-11 needs to increased by 87 5 cubic yards or$24,062 50
B-12 Manhole 34-inch Diameter,shallow-was less than the estimated quantity As such a credd of 1 each or$2,900 00 is needed to Gose the contract.
B�5 Unswtable Pipe Foundation Excavation Including Haul-total cubic yards was more than anticipated As such line ilem B-15 needs to increased by 92 22 cubic yards
or$4,611 00
B-16 CDF Backfill-was not needed for this Schedule B work As such a credit of$1,700 00 is needed to close the contracl.
B�� PVC San�tary Sewer Pipe 8-in Diameter-total linear feet(LF)was less than the estimated quantity As such a credd of 5 8 LF or$365.40 is needed to close the
contract
B-18 C900 PVC Sanrtary Sewer Pipe 6-in Diameter-total linear feet(LF)was slightly less than the estimated quantity. As such a credit of 1 LF or$150.00 is needed to
close the contrad
B-19 C900 PVC Sanitary Sewer Pipe 8-in Diameter-total linear feet(LF)was more than anticipated As such line item 8-19 needs to increased by 18 5 LF or$1,202 50
B-20 PE Sewer Pipe 10-in Diameter-total linear teet(LF)was slightly more than the estimated quantity As such line item B-20 needs to increased by 1 LF or$112 00
8-21 PE LPS Mam 4-in Diameter-total linear feet(LF)was more than the es6mated quantdy As such line item 8-21 needs to increased by 10 LF or$255 00
B-23 Slip Lining 4-in Diameter-total linear feet(LF)was more than the estimated quantdy As such line dem 8-23 needs to increased by 26 LF or$468 00
8-24 PVC Sanitary Sewer Lateral Pipe,4-inch Diam-total linear feet(LF)was more than anticipated As such Ime rtem 8-24 needs to increased by 174 LF or$3,306 00
B-25 PVC Sanitary Sewer Lateral Pipe,6-inch Diam-total linear feet(LF)was more than anticipated. As such line Aem B-25 needs to increased by 57 2 LF or$1,086 80.
8-26 PVC Sanitary Sewer Lateral Pipe,6-inch Diam-total linear feet(LF)was more than anticipated As such line item B-26 needs to increased by 96 LF or$5,280.00
B-27 PE LPS Lateral 1 1/4 inch Diameter-total linear feet(LF)was more than the esdmated quantity As such line item 8-27 needs to increased by 179 LF or$1,253.00
B-28 Single LPS Lateral Service Connection 1 1l4 inch Diameter-total connections were slightly more than the estimated quantdy As such line rtem B-28 needs to
increased by 1 each or$2,600.00
8 31 Simplex Gnnder Pump Assembly,complete-total grinder pumps were slightly more ihan antiapated As such line item B-31 need to be increase by 1 eaeh or
1
$10,000 00
3-33 Eledncal Panel upgrade and�nnnng-total force account was less than the estimated quantdy. As such a credd of$29,903.10 is needed to close the contract
�
�
\ Cement Concrete Sidewalk-total square yards(SY)was less than the estimated quantdy As such a cred'A oi 149 SY or$5,103.25 is needed to close the contrad
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B-36 Landscape Repair-Gnnder Pumps-total force account was less than the estimated quantity As such a credit of$3,559.48 is needed to close the contract
Item No DescnpVon FOp/WCD# � Ory Un:l $Cost Per Unit S Cost Net 5 Cast Ad�Days
MINOR CHANGES AND FORCE Ori 1 EST $50,000.00 $50,000 00 ....
� B� ACCOUNT Rev 1 EST $27.730 97 $27,730 97 ($22,269 03) 0
2 B-2 MOBIIIZATION �� � LS $14,500 00 $�4,500 00
Rev 1 LS $14,500.00 $14,500 00 $0.00 0
3 B-3 PROJECT TEMPORARY TRAFFIC pri 1 LS 53,750.00 $3,750.00
CONTROL Rev 1 LS $3,750 00 $3,750 00 $0 00 0
4 g_q REMOVAL OF STRUCTURES AND On 1 LS $2,500 00 $2,500 00 •
OBSTRUCTIONS Rev 1 LS $2,500 00 52,500 00 $0 00 0
5 B-5 CEMENT CONCRETE PAVEMENT Ori 331 SY $10 00 $3,310 00
REMOVAL Rev 1132 SY 510 00 $11,320 00 $8,010 00 0
6 B_6 CEMENT CONCRETE PAVEMENT On 240 SY $5 00 $1,200 00 .
REMOVAL Rev 187 SY $5 00 $935 00 ($265 00) 0
7 B-7 REMOVEIABANDON SEWER SYSTEM �� � LS $3,000 00 $3,000 00
Rev 1 LS $3,000 00 $3,000 00 $0 00 0
8 B-8 POTHOLE EXISTING UTILITY On 10 EA $125 00 31,250 00 .
Rev 3 EA $125 00 $375 00 ($875.00) 0
9 B 9 SHORING OR EXTRA EXCAVATION Ori 1 LS $1,000 00 $1,000 00 •
CLASS B Rev 1 LS $1,000 00 $1,000 00 $0 00 0
10 B-10 COLD MIX Ori 70 TN $125 00 58,750.00
Rev 0 TN $125.00 $0 00 ($8,750.00) 0
11 B-11 CEMENT CONCRETE PAVEMENT Ori 102 CY $275 00 528,050 00
Rev 189 5 CY $275 00 $52,112 50 $24,062.50 0
�2 B 12 MANHOLE 34 IN DIAMETER- pri 7 Eq $2,900 00 $20,300 00
SHALLOW Rev 6 EA 52,900.00 $17,400.00 ($2,90000) 0
13 B-13 MANHOLE 48 IN DIAMETER,TYPE 2 Ori 7 EA $2,250 00 $15,750.00 �
Rev 7 EA $2,250 00 $15,750 00 $0 00 0
14 B-74 SANITARY SEWER MANHOLE LINING
Ori 2 EA $3,250 00 $6,500 00 •
Rev 2 EA $3,250.00 $6,500 OD $0 00 0
15 8-15 UNSUITABLE PIPE FOUNDATION On 20 CY S50 00 $1,000 00 .
EXCAVATION INCLUDING HAUL Rev 112 22 CY $50 00 $5,611 00 $4,611 00 0
16 B-16 CDF BACKFILL On 10 CY $170 00 $1,700 00
Rev. 0 CY $170 00 $0 00 ($1,700 00) 0
�� B�� PVC SANITARY SEWER PIPE 8 IN On 286 LF $63 00 $18,018 00 •
DIAMETER Rev 280 2 LF $63 00 $17,652.60 ($365.40) 0
18 8-18 C900 PVC SANITARY SEWER PIPE 6 Ori 23 LF 3150 00 $3,450 00 .
IN DIAMETER Rev 22 LF $150.00 $3,300 00 ($150 00) 0
19 B 19 C900 PVC SANITARY SEWER PIPE 8 Ori 223 LF $65.00 $14,495 00
IN DIAMETER Rev 241 5 LF $65 00 $15,697.50 $1,202 50 0
Ori 759 LF $112 00 $85,008 00 ...
20 B-20 PE SEWER PIPE 10 IN DIAMETER Rev 760 LF $112 00 $85,120 00 $112 00 0
21 8-21 PE LPS MAIN 4 IN DIAMETER Ori 66 LF $25 50 $1,683.00 ::.' '
Rev 76 LF $25 50 $1,938 00 $255 00 0
ZZ B ZZ 1 IN AIR AND VACUUM RELEASE On t EA $2,400 00 $2,400.00 '
VALVE ASSEMBLY Rev 1 EA 82,400 00 $2,400 00 $0 00 0
23 B-23 SLIP-LINING 4 IN DIAMETER On 674 LF $18.00 $12,132 00
Rev 700 LF $18 00 $12,600 00 $468 00 0
24 B-24 PVC SANITARY SEWER LATERAL On . 161 LF $19 00 $3,059 00
PIPE 4 IN DIAMETER Rev 335 LF $19 00 $6,365 00 $3,306 00 0
25 8-25 PVC SANITARY SEWER LATERAL Ori 48 LF $19 00 $912 00 .: .
PIPE 6 IN DIAMETER Rev 105 2 LF S19 00 $1,998 80 $1,086 80 0
26 B-26 PE SANITARY SEWER LATERAL PIPE Ori 22 LF $55 00 $1,210 00 .
6 IN DIAMETER Rev 118 LF $55.00 $6,490 00 $5,280 00 0
27 B-27 PE LPS LATERAL 1-1l4 IN DIAMETER On 784 LF 57 DD $5,488 00
Rev 963 LF $7.00 $6,74100 $1,25300 0
Z8 B Z8 SINGLE LPS LATERAL SERVICE On 14 EA $2,600 00 $36,400.00
CONNECTION 1-1/4 IN DIAMETER Rev 15 EA $2,600 00 $39,000 00 $2,600 00 0
Z9 B Z9 LPS MAIN END-OF-RUN CLEANOUT 4 On 1 EA $3,300 00 $3,300 00
IN DIAMETER Rev 1 EA $3,300 00 $3,300.00 $0 00 0
30 8-30 PVC GRAVITY MAIN SEWER Ori 2 EA $750.00 $1,500 00
CLEANOUT 8 IN DIAMETER Rev 2 EA $750 00 $1,500 00 $0 00 0
31 B_31 SIMPLEX GRINDER PUMP On 11 EA $10,000 00 $110,000 00
ASSEMBLY,COMPLETE Rev. 12 EA $10,000 00 $120,000 00 $10,000 00 0
3Z B 3Z DUPLEX GRINDER PUMP ASSEMBLY, On 3 EA $15,000.00 $45,000 00:'� '
COMPLETE Rev. 3 EA $15,000.00 $45,000 00 $0.00 0
33 B-33 ELECTRICAL PANEL UPGRADE AND WCD 029 Ori 1 FA 570,000 00 $70,000 00
WIRING WCD 041 Rev 1 FA $40,096 90 $40,096 90 ($29,903.10) 0
� 34 B-34 EROSION/WATER POLLUTION Ori 1 LS $2,500 00 $2,500 00
CONTROL Rev 1 LS $2,500 00 $2,500.00 $0 00 0
35 B-35 CEMENT CONCRETE SIDEWALK On 240 SY $34 25 $8,220 00
Rev. 91 SY $34 25 $3,116 75 ($5,103 25) 0
LANDSCAPE REPAIR-GRINDER Ori 7 FA $50,000.00 $50,000.00 . ,..
36 8-36 pUMPS �NCD 037 Rev t FA $46,440 52 $46,440 52
($3,559 48) 0
$623,741 54 ($13,593 46)
SCHEDULE B TAX(8.fi°/.) TOTAL
ORIGINAL CONTRACT AMOUNT
$637,335 00 $54,810 81 $692,145 81
9/24/2014
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�.::—_= ..e......,..e......«...e.........,.._.............�,.
I �
L_.—..._._ PUBLIC WORKS 8 Utilities Engineering Division
� CLOSE OUT CHANGE ORDER-SCHEDULE C
Pro�ect Name Washmgton Avenue Sewer Improvements Da�e 15-Sep-14
Contractor Pape and Sons Construction,Inc Contract No 5573
DESCRIPTION OF CHANGE
You are hereb re uested to com I with the followin chan es from the contract Plans and s eafications
Such work will be compensated by check one or more of the following as applicable[X J Increase or[X]Decrease in bid items,[]Force Account,
X Ne otiated Price. The described work affects the existin contract items and/or adds and/or deletes bid items as follows
Bid Item Descri tion
C-1 Minor Changes and Force Account-was under the estimated quantity As such a credit of$27,953 60 is needed to close the contract
C-4 Cement Concrete Pavement-total square yards(SY)was more than antiapated As such line item C-4 needs to increased by 58 SY or$580 00
C-5 Cement Concrete Sidwalk and Driveway Removal-total square yards was more than anticipated As such line item C-5 needs to increased by 76 square yards or
$380 00.
C-6 Cement Concrete Curb and Gutter Removal-total linear feet(LF)was more than antiapated As such line item C-6 needs to increased by 137 LF or$274 00
C-8 Pothole Existing Utility-was not needed for this Schedule C work As such a credit of$1,250.00 is needed to close the contract
C-10 Cold Mix-total tonnage(TN)was less than the estimated quantity As such a credrt of 69 83 tons or$8,728 75 is needed to close the contract
C-11 Cement Concrete Pavement-total cubic yards was more than anticipated As such line item C-11 needs to increased by 41 cubic yards or$11,275 00
��z Unswtable Pipe Foundation Excavation Including Haul-total cubic yards was more than anticipated As such line item C-12 needs to increased hy 49 03 cubic
yards or$2,451 50
C-13 CDF Backfill-was not needed for this Schedule C work. As such a credit of$1,700 00 is needed to close the contract
C-14 DI Pipe(Restrained Joint)for Water Main 3-inch Diameter-was not needed for this Schedule C work As such a credit of$1,400 00 is needed to close the
contract.
C-15 DI Pipe(Restrained Joint)for Water Main 4-inch Diameter-was not needed for this Schedule C work As such a credit of 51,430 00 is needed to close the
contract
I ��6 DI Pipe(Restramed Joint)for Water Main 6-inch Diameter-total hnear feet(LF)was more than antiapated As such hne item C-16 needs to increased by 69 4 LF
, or$5,239 70
��� DI Pipe(Restrained Joint)for Water Main 8-inch Diameter-total linear feet(LF)was more than antiapafed As such line item C-17 needs to increased by 76 LF or
$4,978 00
C-18 Gate Valve 4 inch-was less than the estimated quantity As such a credit of 1 each or$1,200.00 is needed to close the contract
C-20 Gate Valve S inch-was less than the estimated quantity As such a credit ot 3 each or$4,800 00 is needed to close the contract
' C-21 Hydrant Assembly-was slightly more than the estimated quantity As such an increase of 1 each or$4,000 00 is needed to close the contract
C-22 Smgle Service Connection 1 inch Diameter-was more than the estimated quantity As such an increase of 10 each or$11,000 00 is needed to close the contrect
C-23 Single Service Connection 2 inch Diameter-was more than the estimated quantity As such an increase of 2 each or$4,000 00 is needed to close the contract
C-26 Cement Concrete Sidewalk-total square yards(SY)was less than the estimated quantity As such a credit of 48 SY or$1,632.00 is needed to close the contract
C-27 Cement Concrete Curb and Gutter Type A-total linear feet(LF)was more than antiapated As such line item C-27 needs to increased by 272 LF or$7,072 00
C-28 Cement Concrete Driveway Approach Type III-total square yards(SY)was more than antiapated As such line item C-28 needs to increased by 16 SY or
$1,440 0�
C-30 Cement Concrete Curb Ramp Type Combination-was less than the estimated quantity As such a credit of 1 each or$2,350 00 is needed to close the contrect
C-31 Cement Concrete Curb Ramp Type Single Direction-was less than the estimated quantity As such a credit of 1 each or$1,900 00 is needed to Gose the contract.
snanoin
Page 7
Close Out Change Order
Item No Description F07FNJCD k � pty Unrt S Cost Per Unit 5 Cost Net 8 Cast Atl�Days
MINOR CHANGES ANO FORCE On 1 EST $40,000 00 $40,000 00
� �� ACCOUNT Rev 1 EST $12,046 40 $12,046 40 ($27,953 60) 0
2 C-2 MOBILIZATION Ori 1 LS $9,000 00 $9,000 00
Rev 1 LS $9,000 00 $9,000 00 $0 00 0
PROJECT TEMPORARY TRAFFIC Ori 1 LS $3,750 00 53,750.00_.__
3 C3 CONTROL Rev 1 LS $3,750 00 $3,750 00 $0 00 0
4 C-4 CEMENT CONCRETE PAVEMENT Ori 1,387 SY $10 00 $13,870 00.:
REMOVAL Rev. 1445 SY $10 00 $14,450 00 $580 00 0
5 C-5 CEMENT CONCRETE SIDEWALK AND Ori 221 SY $5 00 $1,105 00 .
DRIVEWAY REMOVAL Rev 297 SY $5 00 $1,485 00 $380 00 0
6 C-6 CEMENT CONCRETE CURB AND Ori 194 LF $2 00 $388 00
GUTTER REMOVAL Rev 331 LF $2 00 $662.00 $274 00 0
7 C-7 REMOVE/ABANDON WATER SYSTEM Ori 1 LS $1,000.00 $1,000 00 '. .
Rev 1 LS $1,000 00 $1,000 00 $0.00 0
8 C-8 POTHOLE EXISTING UTILITY On 10 EA 5125 00 $1,250 00
Rev 0 EA $125 00 g0 00 ($1,250 00) 0
SHORING OR EXTRA EXCAVATION Ori 1 LS $500 00 $500 00 " " :....'
9 C-9 CLASS B Rev 1 LS 5500 00 $500.00 $0 00 0
10 C-10 COLD MIX Ori 158 TN $125 00 $19,750 00 .
Rev 88 17 TN $125.00 $11,021 25 ($8,728 75) p
11 C-11 CEMENT CONCRETE PAVEMENT Ori 231 CY $275 00 $63,525 00
Rev 272 CY $275 00 $74,800.00 $11,275 00 0
12 C-12 UNSUITABLE PIPE FOUNDATION Ori 20 CY $50.00 $1,000 00
EXCAVATION INCLUDING HAUL Rev 69 03 CY $50 00 $3,451 50 $2,451 50 0
13 C-13 CDF BACKFILL Ori 10 CY 5170 00 $1,700 00 �
Rev 0 CY $170.00 $0 00 ($1,700 00) 0
14 C-14 DI PIPE(RESTRAINED JOINT)FOR Ori 14 LF $100.00 $1,400 00
WATER MAIN 3 IN DIAMETER Rev 0 LF $100 00 $0 00 ($1,400 00) 0
15 C-15 DI PIPE(RESTRAINED JOINT)FOR Ori 11 LF $130 00 $1,430 00 ..
WATER MAIN 4 IN DIAMETER Rev. 0 LF $130 00 $0 00 ($1,430 00) 0
16 C-16 DI PIPE(RESTRAINED JOINT)FOR Ori 49 LF S75 50 $3,699.50
WATER MAIN 6 IN DIAMETER Rev 118 4 LF $75 50 $8,939 20 $5,239 70 0
�� �_�� DI PIPE(RESTRAINED JOINT)FOR Ori 2,765 LF $65 50 $181,107 50 •
WATER MAIN 8 IN DIAMETER Rev 2,841 LF $65.50 $186,085 50 $4,978 00 0
18 C-18 GATE VALVE 4 IN Ori . 2 EA $1,200 00 $2,400 00
Rev 1 EA $1,200 00 $1,200 00 ($1,200.00) 0
19 C-19 GATE VALVE 6 IN
ri . 1 EA 1,300 00 $1,300 00 . . ..;.,
Rev. 1 EA $1,300 00 $1,300 00 $0 00 0
20 C-20 GATE VALVE 8 IN Ori 22 EA $1,600 00 $35,200 00
Rev 19 EA $1,600 0� $30,400 00 ($4,800.00) 0
21 C-21 HYDRANT ASSEMBLY Ori 4 EA $4,000 00 $16,000 00 ,:>:.
Rev 5 EA $4,000.00 $20,000 00 $4,000 00 0
ZZ �z2 SINGLE SERVICE CONNECTION 1 IN Ori 28 EA $1,100 00 $30,800 00 .
DIAMETER Rev 38 EA $1,100 00 $41,800.00 $11,000 00 0
23 C-23 SINGLE SERVICE CONNECTION 2 IN Ori 1 EA $2,000 00 $2,000 00
DIAMETER Rev. 3 EA $2,000 00 $6,000 00 $4,000 00 0
24 C-24 2 IN BLOWOFF ASSEMBLY Ori 2 EA $2,350 00 $4,700.00
Rev 2 EA $2,350 00 $4,700.00 $0.00 0
25 C-25 EROSION/WATER POLLUTION On . 1 LS $2,500 00 $2,500 00 •
CONTROL Rev. 1 LS $2,500 00 $2,500 00 $0 00 0
26 C-26 CEMENT CONCRETE SIDEWALK Ori 205 SY $34 00 $6,970 00
Rev 157 SY $34 00 $5,338 00 ($1,632 00) 0
z� �27 CEMENT CONCRETE CURB AND Ori 194 LF $26.00 $5,044 00 ::
GUTTER TYPE A Rev 466 LF $26 00 $12,116 00 $7,072 00 0
28 C-28 CEMENT CONCRETE DRIVEWAY On 16 SY $90.00 $1,440 00
APPROACH TYPE III Rev 32 SY 390 00 $2,880.00 $1,440 00 0
z9 �29 CEMENT CONCRETE CURB RAMP Ori . 7 EA $1,800 00 $12,600 00
TYPE PARALLEL Rev 7 EA $1,800 00 $12,600 00 $0 00 0
30 C-30 CEMENT CONCRETE CURB RAMP On 2 EA $2,350 00 $4,700 00 � •
TYPE COMBINATION Rev 1 EA $2,350 00 $2,350 00 ($2,350 00) 0
31 C-31 CEMENT CONCRETE CURB RAMP Ori 1 EA $1,900 00 $1,900.00
TYPE SINGLE DIRECTION Rev 0 EA $1,900 00 $0 00 ($1,900.00) 0
$470,374 85 ($1,654.15)
SCHEDULE C TAX(8.6•/.) TOTAL
ORIGINAL CONTRACT AMOUNT
' $472,029 00 $40,594 49 $512,623 49
924R014 Page 8
Contract Number: 5369
Vendor: PARAMETRIX INC
Subject: PSA - Engineering Design Services - Pavement
Preservation Project
Department: Engineering
File Class: LEG 12-1
Begin Date: 4/14/2014
End Date: 6/30/2014
Review Date: 7/15/2014
Vault Date: 2014.
Comments: Amendment No. 1 9/16/14
&0�011_ ��5e'_V 6H
AGENDA BILL
CITY OF BREMERTON
CITY COUNCIL
SUBJECT: Supplemental Agreement No. 1 Study Session Date: July 23, 2014
to amend Contract with Parametrix, Inc. for COUNCIL MEETING Date: August 6, 2014
Construction Management on the Pavement Department: PW&U
Preservation Projects Presenter: Chal Martin
Phone: 360.473.5758
SUMMARY: With the two Pavement Preservation Projects moving towards bidding and
construction, assistance is required from Parametrix for these activities. This amendment will
provided assistance to the City during the bidding period and provide a project engineer for both
projects. Inspection will be handled in-house. The original contract for design of the projects was
$24, 689. This amendment is for$18,451, or a total contract amount of$43,140.
ATTACHMENTS: 1) Supplemental Agreement No. 1 with Exhibits A,B and C; and 2) Original
Agreement with Exhibits A, B and C
FISCAL IMPACTS (Include Budgeted Amount): Project is funded through the TBD.
STUDY SESSION AGENDA: ❑x No Presentation ❑ Full Presentation
STUDY SESSION ACTION: ❑x Consent Agenda ❑ General Business ❑ Public Hearing
RECOMMENDED MOTION: Move to approve Supplemental Agreement No. 1 for Parametrix, Inc.,
and authorize the Mayor to finalize and execute the agreement with substantially the same terms and
conditions as presented.
COUNCIL ACTION: (Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action
Form Updated 01/25/13
--... -------------- ---- - -- ..
is
( L,
Executive Correspondence Routing Memo
Date: September 12, 2014
Description: Pavement Preservation Project, Amendment No. 1
Action Requested: Approval/Signature
Originator: Gunnar Fridriksson
Coordination/Approval / Recommendation:
Public Works Manager: Recommended Initials/date
Public Works Director: Recommended Initials/date
I
Finance Director(if applicable): Recommended Initials/date
City Attorney(if applicable): Reco mended Initials/date
5
Mayor: Approval Signature
PLEASE RETURN EXECUTED COPY TO LINDA FULTON
Please return to Public Works Administration for final processing upon approval/signature.
Public Works& Utilities 1100 Oyster Bay Ave.N.,Bremerton.WA 98312*Phone(360)473-5315 *Fax(360)473-5018
SUPPLEMENTAL AGREEMENT NO. 1
Time Extension and Revision to Scope of Work
Project No. 4294/4297
Agency City of Bremerton
Name of Project Pavement Preservation Project
Agreement No.: 1
The City of Bremerton desires to supplement the agreement entered into with Parametrix and
executed on April 14,2014. All provisions in the basic agreement remain in effect except as
expressly modified by this supplement.
The changes to the agreement are described as follows:
Section 1,SCOPE, is hereby revised as shown and outlined on Exhibit A.
Section 2,TERM, is hereby extended to December 31,2014. All invoices to the City
shall be received by January 7,2015.
Section 3, COMPENSATION, is hereby revised: The original contract for design of the
projects was$24,689. This Supplemental Agreement No. 1 adds$18,451 to the original
contract amount for a new total contract amount of$43,140.
Except as herein modified,the terms of the AGREEMENT shall remain in full force and effect.
In WITNESS WHEREOF,the parties hereto have executed this SUPPLEMENTAL AGREEMENT
NO. 1 to the Professional Services Agreement of the date and year indicated.
For Parametrix dated this l �h day of "/g&42014.
By:
For the City of Bremerton,dated this of 3601—AN8 iI ,-2014.
B
Y•
DEPARTM7 APPROVAL:
Chal Martin, Director of Pul5lic Works an>ilities
APPROVED AS TO FORM:
5C4iA�t�torney
EIVED FOR FILING:
annon Corin-City Clerk
EXHIBIT A
SCOPE OF WORK
City of Bremerton 09
Pavement Preservation Project
Amendment 01 —Add Construction EngineeringlManagement Task
INTRODUCTION
This scope of work(SOW)is to amend Parametrix's existing contract by adding a Construction
Engineering and Management task(Task 04). This amendment requires addition of$18,451to the
existing project budget of$25,189. Refer to the attached budget spreadsheet(Exhibit C)for a detailed
budget breakdown.
The following work will be performed under this SOW:
Task 04—Construction Engineering and Management
Objectives: Provide construction engineering and management support during the construction phase of
both the Overlay and Chip Seal projects. It is anticipated that both projects will occur during
the same 45-working day period.
Activities: The following activities will be performed as part of this task:
• Coordinate and lead pre-construction and weekly progress meetings.
• Review Contractor's submittals for compliance with the plans and specifications.
• Respond to applicable Contractor's Requests for Information(RFIs)and requests for change
orders and make recommendation to the City.
• Provide period observation during construction.
• Complete periodic observation reports(if needed)including photos and prepare a weekly
email construction summary report for the City.
• Review and recommend payment requests,all logs for submittals,RFI's,Field Orders,and
assist in preparation of Change Orders.
• Coordinate necessary testing and inspections.
• Provide routine project management and communications.
Deliverables: The following deliverables are associated with this task:
• Routine correspondence,budget updates,status reports on progress of work,and invoices.
Pavement Preservation Project July 16,2014
Amendment No.01 Scope of Work
• Hard copies and electronic copies of responses to material submittals, cut sheets, shop
drawing review,RFIs,and requests for change orders.
• Weekly email construction report.
Assumptions: The following assumptions are associated with this task:
• Project management tasks will be performed through the active construction period,which
is assumed to extend over 45 working days(7 weeks).
• Day to day construction inspection and daily inspection report preparation will be
performed by City staff. In addition City staff will work with the Contractor in the field to
"field fit"curb ramps to meet ADA requirements to the mum extent feasible.
Pavement Preservation Project July 16,2014
Amendment 01 Scope of Work
EXHIBIT B
SCHEDULE
Construction Notice to Proceed August 18, 2014
Physical Completion (45 Working Days) October 17, 1014
Contract Closeout December 31, 2014
Pavement Preservation Project July 16,2014
Amendment 01 Scope of Work
PARAMETRIX EXHIBIT C - BUDGET
Project: Pavement Preservation Project
CLIENT: City of Bremerton
PMX# STAFF Const Mgr. CMI Eng. P.Coad.
233-1896-123 S.Thanpson D.Dinkuhn S.Ihlen TOTAL Total Cost
PHASE TASK DIRECT RATES $47.17 $53.48 $35.00 HOURS (3.1 Mut)
1 4 Construction Engineering and Management _
Submittal Review 4 4 $663
Meetings and Observation(7 weeks at 12 hrs per week assumed) 841 4 88 $12,946
Documentation(7 weeks at 5 hrs per week assumed) 35 35 $3,798
Subtotal 84 8 35 127 $17,407
Expenses
6%of Labor I $1,044
$18,451
Prepared y: ,
. Project Manager
7/16/2014
Contract Number:
Vendor:
Subject:
Department:
File Class:
Begin Date:
End Date:
Review Date:
Vault Date:
�'icZ. �
PARAMETRIX INC
PSA - Engineering Design Services - Pavement
Preservation Project
Engineering
LEG 12-1
4/14/2014
6/30/2014
7/15/2014
2014
Comments :
PROFESSIONAL SERVICES AGREEMENT
Engineering Design Services - Pavement Preservation Project
The City of Bremerton ("City") and Parametrix ("Consultant"), referred to collectively as
the "Parties," enter into the following Agreement for professional services:
I. Scope: The Consultant agrees to perform the services more specifically described in the
Scope of Work, dated March 11, 2014, including any attachments thereto , attached hereto as
Exhibit A, which is incorporated by reference herein. The Scope of Work may be modified only
pursuant to Section VII.G of this Agreement. If the Scope of Work provides for unspecified
additional services such services shall only be performed upon the express written request of the
City. Consultant further represents that the services furnished under this Agreement will be
performed in accordance with generally accepted professional practices in effect at the time such
services are performed.
II. Term: The City and the Consultant agree that work will begin on.,the tasks described in
Exhibit A- immediately upon execution of this Agreement. The parties agree that the work
described in Exhibit A is to be completed as provided for in the work schedule attached hereto �as �
Exhibit B; provided however, that additional time shall be granted by the City for excusable delays
or extra work as provided for in Section IX.A of this agreement.
III. Compensation: In consideration of the services provided pursuant to this Agreement, the
City shall pay Consultant in an amount not to exceed $24,689. Consultant's charges and bills shall
conform to the fee schedule attached hereto as Exhibit C and incorporated herein by this reference.
The Consultant shall submit regular billing statements detailing work performed and
amount charged on each task or portion thereof. The descriptions shall conform to and fall within
the categories set out in the Scope of Work and/or Fee Schedule. Upon receipt of a conforming
billing statement, the City shall promptly process payment. PROVIDED, HOWEVER, the City
reserves the right to prioritize scoped work and accelerate and/or delay work tasks under the time
frame set forth in Section II herein. The Consultant's labor rates and billing fees shall be as
delineated in Exhibit C.
Consultant shall not perform work beyond the Scope of Work, nor shall be compensated
for such work, unless the Scope of Work or amount of compensation is modi�ed pursuant to this
Agreement. Consultant shall only be compensated for additional services if requested pursuant to
Section I and, if not otherwise provided, such compensation shall be in accordance with Exhibit
C.
If a billing statement does not conform to this Agreement, the City may withhold payment
until the statement is brought into compliance. Such withholding does not relieve Consultant of
its obligations under this Agreement.
IV. Relationship of Parties: Consultant represents that it is skilled in the matters addressed in
the Scope of Work and is performing independent functions and responsibilities within its field of
Bremerton/Parametrix
Pavement Preservation Project
Page 1 of 7
expertise. Consultant and its personnel are independent Consultants and not employees of the
City. Consultant and its personnel have no authority to bind the City or to control the City's
employees and other Consultants. None of the benefits provided by the City to its employees,
including, but not limited to, compensation, insurance, and unemployment insurance are available
from the City to the employees, agents, representatives, or sub-Consultants of the Consultant.
Consultant will be solely and entirely responsible for its acts and for the acts of Consultant's agents,
employees, representatives and sub-Consultants during the performance of this Agreement. The
City may, during the term of this Agreement, engage other independent Consultants to perform
the same or similar work.
As an independent Consultant, Consultant is responsible for its own management. The
City's administration and enforcement of this Agreement shall not be deemed an exercise of
managerial control over Consultant or its personnel.
As an independent Consultant, Consultant is responsible for payment of all taxes and
licensing fees necessary to perform its obligations under this Agreement. These taxes and fees
include but are not limited to State industrial insurance, Business & Occupation, State professional
licensing, and City business licensing. If any taxes or fees due the City have been declared
delinquent, the City may withhold the delinquent amount, plus any additional charges arising from
the delinquency, from any payments due Consultant.
V. Indemnification:
A. , Consultant shall defend, indemnify and hold the City, its officers, officials,
employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or
suits, including all legal costs and attorney fees, arising out of or in connection with Consultant's
performance of this Agreement, unless Consultant is conducting work pursuant to Subsection B
below.
The City's review or acceptance of any of the work when completed shall not be grounds
to avoid any of these covenants of indemnification.
B. Architects, Engineers and Anv Other Professional Listed In and Performin�
Services Defined in RCW 42.24.1 l5: Should a court of competent jurisdiction determine that
Consultant's services provided pursuant to this Agreement is subject to RCW 4.24.115, then, in
the event of liability for damages arising out of bodily injury to persons or damages to property
caused by or resulting from the concunent negligence of the Consultant and the City, its officers,
of�cials, employees, agents and volunteers, the Consultant's liability hereunder shall be only to
the extent of the Consultant's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONSULTANT'S WAIVER
OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TTTLE S l RCW, SOLELY FOR THE
PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE
THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER.
Bremerton/Parametrix
Pavement Preservation Project
Page 2 of 7
The provisions of this section shall survive the expiration or termination of this Agreement.
VI. Insurance: The Consultant shall procure and maintain for the duration of the Agreement,
insurance against claims for injuries to persons or damage to property which may arise from or in
connection with the performance of the work hereunder by the Consultant, its agents,
representatives, employees, sub-consultants or sub-Consultants.
Before beginning work on the project described in this Agreement, the Consultant shall
provide a Certificate of Insurance evidencing:
p. Automobile Liabilitv insurance with limits no less than $1,000,000 combined single
limit per accident for bodily injury and property damage; and
2. Commercial General Liabilitv insurance written on an occurrence basis with limits no
less than $1,000,000 combined single limit per occurrence and general aggregate for
personal injury, bodily injury and property damage. Coverage shall include but not be
limited to: blanket contractual; products/completed operations/broad form property
damage; explosion, collapse and underground (XCU) if applicable; and employer's
liability; and
3. Excess Liabilitv insurance with limits not less than 1,000,000 limit per occurrence and
aggregate.
4. Professional Liabilitv insurance with limits no less than $1,000,000 limit per
occurrence/claim.
Any payment of deductible or self insured retention shall be the sole responsibility of the
Consultant.
All required policies shall be provided on an "occurrence" basis except professional
liability insurance (if required), which may be provided on a"claims-made" basis.
The City shall be named as an additional insured on the Commercial General Liability
insurance policy, as respects work performed by or on behalf of the Consultant and a copy of an
endorsement that is acceptable to the City, which names the City as an additional insured shall be
attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of
all the required insurance policies and endorsements. The City further reserves the right to reject
any unacceptable policies and/or endorsements.
The Consultant's Commercial General Liability insurance shall contain a clause stating
that coverage shall apply separately to each insured against whom claim is made or suit is
brought, except with respects to the limits of the insurer's liability.
The Consultant's insurance shall be primary insurance as respects the City and it shall be
an affirmative obligation upon Consultant to advise the City's Risk Manager by fax at (360) 473-
5161, or by certified mail, return receipt requested to City of Bremerton, attn: Risk Management,
345 6 th Street, Suite 600, Bremerton, WA 98337 within two days of the cancellation, suspension
Bremerton/Parametrix
Pavement Preservation Project
Page 3 of 7
or substantive change of any insurance policy set out herein, and failure to do so shall be construed
to be a breach of this Agreement.
The City also reserves its unqualified right to require at any time and for any reason, proof
of coverage in the form of a duplicate of the insurance policy with all endorsements as evidence
of coverage.
VII. General Conditions:
A. Ret�orts and Information: When requested by the City, Consultant shall furnish
periodic reports and documents on matters covered by this Agreement. The reports and documents
shall be furnished in the time and form requested. Consultant shall maintain accounting records
in accordance with Generally Accepted Accounting Principles (GAAP) to substantiate all billed
amounts.
B. Ownership and Use of Records and Documents: Original documents, drawings,
designs and reports, including those in electronic format, developed under this Agreement are the
property of the City. All written information submitted by the City to the Consultant in connection
with the services performed by the Consultant under this Agreement will be safeguarded by the
Consultant to at least the same extent as the Consultant safeguards like information relating to its
own business. If such information is publicly available or is already in Consultant's possession or
known to it, or is rightfully obtained by the Consultant from third parties, Consultant shall bear no
responsibility for its disclosure, inadvertent or otherwise.
•All data, documents and files created by Consultant under this Agreement may be stored
at Consultant's office in Bremerton, Washington. Consultant shall make such data, documents,
and files available to the City upon its request at all reasonable times for the purpose of editing,
modifying and updating as necessary until such time as the City is capable of storing such
information in the City's offices. Duplicate copies of this information shall be provided to the City
upon its request, and at reasonable cost. �
All documents, including all reports, drawings, specifications, computer software or other
items prepared or furnished by Consultant pursuant to this Agreement, are instruments of service
with respect to the project and are the property of the City. Any reuse by the City for other than
the specific purpose intended will be at City's sole risk.
C. Work Performed at Consultant's Risk: Consultant shall take all precautions
necessary and shall be responsible for the safety of its employees, agents, and sub-consultants in
the performance of the work hereunder and shall utilize all protection necessary for that purpose.
All work shall be done at Consultant's own risk, and Consultant shall be responsible for any loss
of or damage to materials, tools, or other articles used or held for use in connection with the work.
D. Place of Work: The Consultant shall perform the work authorized under this
Agreement at its offices in Bremerton, Washington. Meetings with the City staff as described in
Exhibit A, Scope of Work, shall take place at the City's offices, or at locations mutually agreed
upon by the parties.
Bremerton/Parametrix
Pavement Preservation Project
Page 4 of 7
E. Entire Agreement: This Agreement and its Exhibits constitutes the entire agreement
between the Parties, and the Parties acknowledge that there are no other agreements, written or
oral, that have not been set forth in the text of this Agreement.
F. Severabilitv: Should any part of this Agreement be found void, the balance of the
Agreement shall remain in full force and effect.
G. Modification: This Agreement may only be modified by written instrument signed
by both Parties.
H. Written Notices: All communications regarding this Agreement shall be sent
to the parties at the addresses listed below by registered or l st class mail, or by personal service,
and shall be deemed sufficiently given if sent to the addressee at the address stated in this
Agreement or such other address as may be hereafter specified in writing.
City Address
Engineering & Water Resources
3027 Olympus Drive
Bremerton, WA 98312
Consultant Address
Parametrix �
4660 Kitsap Way, Suite A
Bremerton, WA 98312
I. Waiver: Failure to enforce any provision of this Agreement shall not be deemed a waiver
of that provision. Waiver of any right or power arising out of this Agreement shall not be deemed
waiver of any other right or power.
J. Non-Waiver of Breach: The failure of the City to insist upon strict performance of any
of the covenants and agreements contained herein, or to exercise any option herein conferred in
one or more instances shall not be construed to be a waiver or relinquishment of said covenants,
agreements or options, and the same shall be and remain in full force and effect.
K. Compliance with Laws: Consultant shall comply with all applicable Federal, State, and
local laws in performing its obligations under this Agreement.
L. Choice of Law and Venue: This Agreement shall be interpreted according to the laws of
the State of Washington. Any judicial action to resolve disputes arising out of this Agreement
shall be brought in Kitsap County Superior Court.
M. Attorneys' Fees: In the event of litigation to enforce any of the terms or provisions
herein, each party shall pay all its own costs and attorney's fees.
N. Assi nment: Any assignment of this agreement by the Contractor without the written
consent of the City shall be void.
VIII. Nondiscrimination: Consultant shall not discriminate in employment or services to the
public on the basis of race, color, national origin, sex, religion, age, marital status, disability, or
sexual orientation except for employment actions based on bona fide occupational qualification.
Bremerton/Parametrix
Pavement Preservation Project
Page 5 of 7
IX. Termination: This Agreement shall remain in force until completion and acceptance of
the services, terminated by written instrument upon mutual consent, or by the City of Bremerton
for convenience. This Agreement may be immediately terminated for cause by a Party if the other
Party substantially fails to perform through no fault of the terminating Party, and the non-
performing Party does not commence correction of the failure of performance within thirty (30)
days of the terminating Pazty's sending notice to the non-performing Party. Any Notice by
Consultant shall include a report showing the status of all items listed in the Scope of Work cunent
through the termination date.
If the City receives reimbursement by any federal, state, or other source for work described in
Section I herein, and that funding is withdrawn, reduced or limited in any way, or the project is
cancelled or substantially reduced after the execution date of this Agreement and prior to the
completion of the work, the City may summarily terminate this Agreement.
A. Excusable Delays: The right of Consultant to proceed shall not be terminated nor shall
Consultant be charged with liquidated damages for any delays in the completion of the work due
to: 1) any acts of the federal government in controlling, restricting, or requisitioning materials,
equipment, tools, or labor by reason of war, national defense, or other national emergency; 2) any
acts of the City, its consultants, or other public agencies causing such delay; and 3) causes not
reasonably foreseeable by the parties at the time of the execution of the Agreement that are beyond
the control and without the fault or negligence of the Consultant, including, but not restricted to,
acts of God, �res, floods, strikes, or weather of unusual severity. PROVIDED, HOWEVER, that
the Consultant must promptly notify the City within ten (10) calendar days in writing of the cause
of the delay. If, on the basis of the facts and the terms of this Agreement, the delay is properly
excusable, the City shall, in writing, extend the time for completing the work for a period of time
commensurate with the period of excusable delay.
B. Ri ng ts U�on Termination: In the event of termination, the City shall pay for all
services performed by the Consultant to the effective date of terminafion, as described on a final
invoice submitted to the City. After termination, the City may take possession of all records and
data within the Consultant's possession pertaining to this project which may be used by the City
without restriction. Any such use not related to the project which Consultant was contracted to
perform shall be without liability or legal exposure to the Consultant.
X. Suspension & Debarment. For contracts involving Federal funding, Consultant hereby
certifies, by signing this agreement, that neither it nor its principals are presently debarred,
suspended, proposed for debarment, declared ineligible, or voluntarily excluded from
participation in this transaction by any Federal department or agency. Consultant shall provide
immediate written notice to the City if at any time it learns that it is or has become ineligible for
certification. Should Consultant enter into a covered transaction with another firm, Consultant
agrees by signing this agreement that it will verify that the firm with whom it intends to do
business is not debarred, suspended, ineligible, excluded or disqualified.
B rem erton/Parametri x
Pavement Preservation Project
Page 6 of 7
CONSULTANT
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4 Client Agreements\CityofE3remerton�Pavement\PSAFinaI docx
Bremerton/Parametrix
Pavement Preservation Project
Page 7 of 7
EXHIBIT A- SCOPE OF WORK
City of Bremerton
Pavement Preservation Project
INTRODUCTION
This Scope of Work (SOW) presents Parametrix's proposed tasks to provide a plans, specifications and
estimate (PS&E) bid package for the Pavement Preservation Project. The purpose of the project is to
preserve selected City roadways using seal coat (emulsion and aggregate) or grind and overlay. Our tasks
include selection of candidate roadways and prioritization of the roadways in coordination with City staff.
The total amount of roadway planned for preservation will be targeted to meet an estimated maximum
construction budget of $75,000 for seal coat and $300,000 for grind and overlay. Once a set of roadways
is selected, a PS&E package wil] be prepared for bidding.
The following tasks are associated with this SOW:
Task 1 Project Management and Meetings
Objective
Obtain project data; monitor and manage scope, schedule, and budget; and periodically meet with the City
and other members of the design team to review project status.
Activities
The following activities are associated with this task:
� Schedule, prepare for, attend, and document up to two project meetings that will include the
Consultant and City staff.
• Manage and direct the project technical team.
• Provide routine project management and communications (scope, schedule, budget, invoicing, etc.).
• Prepare detailed monthly progress reports and progress billings and submit to the City for
approval and payment. The monthly report will include:
z A narrative of the work performed and the tasks to be performed in the next reporting period
and, if necessary, explanation of delays, problems, responsive action requirements by the
Consultant and the City, and other project needs.
Deliverables
The following deliverables will be prepared:
• Routine correspondence including monthly progress reports.
• Meeting agendas and notes.
Ciry oj/Jrernenon 234-1896-870
Puvemenr Preservution Yr�gect l Murch 11, 20/4
Sc•npe nf Work
Assumptioits
The following assumptions apply to this task:
• Design deliverables review meetings will be attended by appropriate Parametrix staff.
• Project duration will be 4 months (March through June 2014).
Task 2 60%, 100% and Bid Set Plans, Specifications and Estimate (PS&E)
Objective
Prepare 60%, 100%, and Bid Set plans, specifications, and cost estimates for the preservation
improvements.
Activities
The following activities will be performed as part of this task:
• Walk the candidate roadways selected by the City to identify pavement repair areas, planing
areas, ADA ramp types and locations, and miscellaneous needed work.
• Prepare engineering plans for the roadway preservation in plan/plan view that show pavement
repair areas, pavement planing areas, seal coat or overlay (as applicable) areas, channelization,
and ADA ramp locations. Plan sheets will contain plans at a scale of 1 inch = 50 feet.
• Prepare a cost estimate at each deliverable stage.
o Prepare special provisions at each deliverable stage.
• Prepare contract documents for the 100%, and Bid Set deliverables packages
• Provide support during bidding.
Deliverables
The following deliverables are associated with this task:
� The proposed plan sheets to be delivered for this task are listed in the budget spreadsheet in
Exhibit C. A summary of the total number of sheets is provided as follows:
➢ Roadway: l3 sheets
• 60°Io, ] 00°Ic, and Bid Set cost estimates.
• 100%, and Bid Set contract documents.
• One hard copy and one PDF set of all plans (on 11"x17"), special provisions, and cost estimates
at each design stage.
• AutoCAD and PDF files of all drawings and documents provided on CD-ROM.
• Two hard copies of Bid Set Plans on full-sized sheets (sealed by Washington P.E.), special
provisions, and contract documents.
CitV of Ilrenmrtan 234-/89h-870
Puvemenr Preservutinn Pro,/ecr 2 Mnrch 11, 2014
Scope � f Work •
Assumptions
The following assumptions are associated with this task:
• Separate bid schedules will be prepared for each roadway so that work may be deleted if bids
exceed the available construction funds.
• The base maps for the plan sheets will consist of aerial photographs provided by the City.
� Special provisions and all drawings will follow WSDOT format.
• The City will provide the legal documents section of the contract documents in Word format.
• No fundamental design changes will be made at 100%.
Task 3 — Directed Services
Objective
Provide additional technical services as requested and authorized in writing by the City.
Activities
The following activities may be associated with this task:
� As requested by the City.
Deliverables
The following deliverables will be prepared:
• As requested by the City.
Assumptions
The following assumptions apply to this task:
• Work under this task will require prior written authorization from the City.
Ciry oJBrernenan 234-1896-870
Puventen! Preservuliun Prnjec:� 3 Murch 11, 2014
Scope of Work
EXHIBIT B - SCHEDULE
Work Element Completed By
Notice to Proceed
60% PS&E (3 weeks)
100% PS&E(2 weeks)
Bid Set PS&E
Construction
March 14, 2014
April 04, 2014
April 18, 2014
April 25, 2014
May 2014
Project Closeout June 30, 2014
NOTE: The assumed turnaround time for City review of deliverables
is 3 days.
Ci{t� of 13ren:rrlun 234-1896-R70
Puvemenr Pre:sen�utinn Pro,/ec( 4 Murch 11. 2014
Scnpe of Wnrk
PARAMETRIX EXHIBIT C - �UDGET 3/13/2014
ProjeCt: Pavement Preservation Project
Client: City of Bremerton
�
PMX # BILLING STAFF PM Sr Eng � CADD WP Acct
234-1896-870 MULT • D Dinkuhn T Smdh K Braaten L. Edwards L Stevens
TOTAL BASE TOTAL
PHASE TASK 3 10 Direct Labor Rate $53.48 $55 29 $25 36 $28 00 $26 75 HOURS COST COST
1 1 Project Management and Meetings
Meetings with City (2) 4 4 � 8 $435.08 $1,349
Project Management (4 mo.) 4 , 4 8 $320 92 $995
Subtotal 8 I 4 4 16 $756.00 $2,344
1 2 60%,100% and Bid Set PSBE
Field Survey and Locate ADA Ramps 8 12 20 $1,09132 $3,383
SHEETS
Cover Sheet with Vicinity and Loc Map 1 1 $25.38 $79
Legend, Abbr. and Index 1 1 $25 38 $79
Overlay Sheets - 50 Scale PIanlPlan (4) 8 16 24 $833.92 $2,585
Seal Coat Sheets - 50 Scale PIanlPlan (6) 12 24 36 $1,250.88 $3,878
Details 4 4 � 8 $315.44 $978
QA/QC 4 4 $221.16 $686
60%Specials 8 4 12 $539.&4 $1,674
60% Estimate 2 2 $106 96 $332
100% PS&E 4 � � 4 8 $325 92 $1,010
Bid Set PS&E 4 � 4 i 8 $325.92 $1,010
Support During Bidding 4 4 8 $325 92 $1,010
Subtotal 54 16 46 16 132 $4,296.72 $16,703
Labor Subtotal 62 20 46 16 4 148 $5,053 $19,047
1 3 Directed Services � i !
_ Directed Seroices ___1 i _ " $4,500
Expenses i
6%of Labor $1,143
PROJECT TOTAL TOTAL $24,689
Prepared By. D. Dinkuhn Reviewed By: P. Struck
Project Manager Senior Consultant
Budget 031114.x1sx Page 1