Contract """ . _;mber 09-011-TRN-004 Modification 04

Date July 27, 2010

Modification No. 04 -----------Page of ---- 3 Pages

Contract Number 09-011-TRN-004 ----------------~

Contract Title 5th Street Reconstruction Project

Prime Contractor Schwetz Construction, Inc.

PREAMBLE

This modification adds Line Items 53 through 54 to the Bid Schedule and adjusts some quantities to existing Line Items to account for changes to the Work. City's Project Manager Reference Numbers Ref 7, Ref 13 - 21 , and Ref 23 are subject to this change order. This modification increases the contract price from $447,891.52 by $19,923.71 to $457,815.23 and adds 21 working days to reach physical completion.

Accordingly, the Contract is modified as follows:

ARTICLE I. WORK

Under the second paragraph, add the following items:

New Bid Item Type of Description of Work [Ref No] Line Item No. Chan!:le

(8) ADD Two handrail type sign posts and siqns per Exhibit K. 7 53

(9) REVISE At Intersections L, M, and N remove broken concrete and asphalt and replace with contract material for final restoration to address the substandard asphalt 13 N/A that was adjacent to curb replacements. See Exhibit L

(10) ADD Excavate deeped for the 1 0-inch storm line at CB #3458 to align with the 12- 14 54 inch DI waterline in 5th Street

(11 ) ADD Remove and replace existing 8" clay storm line at 1103 5th Street with 8" PVC 15 55 between CB #233 and SDMH #78

(12) ADD Between Station 4+00 and 4+58, excavate around the 5-inch asbestos 15 55 concrete watermain. Subqrade deemed unsuitable.

(13) ADD At 1519 51h Street connect 2 property drains to the City's existing storm 17 57

drainage system. Drains were discovered after excavation. See Exhibit M.

(14) ADD Connect 3" storm pipe at 1507 5th Street to City's existing storm drainage 18 58 system. See Exhibit N.

(15) ADD Install infiltration trenching and piping between Station 4+05 to 5+25 to provide properties 1505 and 1507 5th Street access to storm system behind the . 19 59 sidewalk. See Exhibit 0 .

(15) ADD Install new curb inlet and catch basin at Station 13+00. See Exhibit P. 20 50

(17) ADD/ Install 1 O new trees that will be provided by the City in City's ROW. Reinstall REVISE irriqation systems at 1404 5th Street and 1119 5th Street then test the systems. 21 51-53

(18) ADD Realign the driveway grade and drain at 1103 5th Street to the new sidewalk 23 54 aliqnment

Contract Number 09-011-TRN-004 Modification 04

Page 2 of 3

ARTICLE Ill. CONTRACT TIMES AND LIQUIDATED DAMAGES

Paragraph A.1. second sentence, is revised to read "Physical Completion as defined in section 108.5 of the Special Provisions shall be achieved within Seventy-Seven (77) working days of the Notice to Proceed.

ARTICLE IV. CONTRACT PRICE

First paragraph, first sentence is revised to read " .... which is included as Exhibit B based upon the Unit Prices shown as amended through Modification 04."

First paragraph, second sentence revise to read "The total contract price is Four Hundred Sixty-Seven Thousand Eight Hundred Fifteen Dollars and Twenty-Three Cents ($467,815.23), including sales tax."

ARTICLE VI. CONTRACT DOCUMENTS

Under Paragraph B revised to read:

"4. Exhibits to this Agreement include:

Exhibit A:

Exhibit B:

Exhibit C: Exhibit D: Exhibit E: Exhibit F: Exhibit G: Exhibit H: Exhibit I: Exhibit J: Exhibit K: Exhibit L: Exhibit M: Exhibit N: Exhibit 0: Exhibit P:

Conformed Bid Form signed by Contractor. Executed Performance and Payment Bond. Required documents submitted by the Contractor prior to the execution of Agreement as identified in the "Instruction to Bidders". Exhibit B under Modification 01, superseded by Exhibit B dated May 11, 2010 under Modification 02, superseded by Exhibit B dated May 20, 2010 under Modification 03 Drawing to Revise Curb Radius on I Avenue (Ref 4) Drawing to Install Driveway at 1705 6th Street (Ref 5) Drawing to Remove and Replace Driveways at San Juan Hotel (Ref 10) Drawing to Abandon 6-lnch Waterline at K Avenue (Ref 9) Drawing and Specifications to Install ADA Ramps at N Avenue and M Avenue Schematic for Larger Vortech Vault FHWA 1273 dated March 10, 2010 and FHWA 1273 Amendments dated May 25, 2007 and March 26, 2009 Drawing and to Install storm drain at Station 5+85 and picture locating installation site Sheet C20 of C22 handrail locations (Ref 7) Illustrations for additional concrete and asphalt removal & restoration at L, M and N Intersections (Ref 13) Field Note for storm drain connections at 1619 61

h Street (Ref 17) Field Note for storm drain connections at 1607 6th Street (Ref 18) Field Note to Install infiltration trenching & piping 1505 & 1507 61 St. storm access behind sidewalk (Ref 19) Sheet c8 of C22 new curb inlet and catch basin at Station 13+00 (Ref 20)

All other terms and conditions remain unchanged.

Contract Number 09-011-TRN-004 Modification 04

Page 3 of 3

The parties acknowledge that there has been an opportunity to negotiate the terms and conditions of this Modification and agree to be bound accordingly. The Contractor releases the City from any and all claims whatsoever nature which may arise in performance of this Contract which are not set forth through this Modification.

CITY OF ANACORTES

By ·--,/ 61.~.:YrUJ/ H. Dean Maxwell, Mayor

Date~8_(=3~/~f ~(J _ __ _

Title

Date ___ '"?_ -_ 2_7_-_Z_ o_(_O_· __ _

FOR GOVERNMENT USE ONLY

Original Agreement Amount 426, 187.12 Original Contract Completion Date ___ 5_/_07_/2_0_1_0 _ _ _

Current Agreement Amount 447,891.52 Current Contract Completion Date ___ 5"-/2-'-1""'/2""'0'--1-'-0 __ _

Change Per this Modification : 17,223.71 Net Change ___ 2_1_d_a~y ___ _ Total After Amendment 465, 115.23 Contract Completion Date After Change 6/23/1 O

A~~ n ,a P~Dok

ild!LP Fini6ice Director Date

MOD04Unit Item Price No Item Description Unit Price Changes 1 Mobilization $ 36,613.00 2 Project Temporary Traffic Control $ 10,000.00 3 Temporary Erosion Control $ 4,008.00 4 SPCC Plan $ 150.00

5 Surveying - Construction Staking and As-Built lnforation $ 7,200.00 6 Roadway Excavation Including Haul $ 7.32 7 Non-Woven Geotextile Fabric $ 1.30

8 Gravel Borrow, Incl. Haul $ 6.81

9 Crushed Surfacing Base Course $ 17.75

10 HMA CL 1/2 Inch PG64·22 $ 73.45

11 Solid Wall PVC Storm Sewer Pipe 8' Diameter $ 22.00

12 Ductile Iron Storm Sewer Pipe, 10" Diameter $ 40.00

13 Solid Wall PVC Storm Sewer Pipe1 O" Diameter $ 24.25

14 Ductile Iron Storm Sewer Pipe, 10" Diamater $ 40.10

15 Solid Wall PVC Storm Sewer Pipe 12: Diameter $ 25.00

16 Ductile Iron Storm Sewer Pipe 12' Diameter $ 43.00

17 Catch Basin - Type 1 $ 892.00

18 Prtvate Storm Drain Line $ 1,102.00

19 Adjust Catch Basin $ 621.13

20 Storm Treatment System $ 6,705.00

21 Service Connection 1-lnch Diameter $ 1,052.00

22 Adjust Valve Castings to Grade $ 200.00

23 Hydrant Assembly $ 5,200.00 24 Resetting Existing Hydrant $ 2,263.81

25 Abandonment of Exlsting Hydrants $ 812.29

26 Water Meter Boxes $ 303.50 27 Cement Concrete Traffic Curb & Gutter $ 10.20

28 Cement Concrete Sidwalk $ 24.58 29 Cement Concrete Driveway $ 59.00 30 Cement Concrete Sidewalk Ramp Type 1 $ 59.00 31 Cement Concrete Sidewalk Ramp Type 48 $ 59.00

Cement Concrete Sidewalk Ramp Type Blended

32 Transition $ 59.00 33 Cement Concrete Raised Crosswalk $ 45.12 34 Curb Ramp Detectable Warning Surface Retrofit $ 50.00 35 Sawcutting Asphalt $ 1.54

36 Sawcuttlng Concrete $ 5.79

37 Monument Case and Cover $ 300.00

38 Type 'A" Topsoil $ 45.00 $ 55.00 39 Install Root Barrier $ 9.00 40 Install Sod $ 4.00 $ 7.00 41 Permanent Signing $ 4,000.00 42 Plastic Line, 4-lnch White $ 2.00 43 Plastic Line, 4-lnch Yellow $ 2.00 44 Plastic Wide line - White $ 3.00 45 Plastic Stop line $ 10.00 46 Plastic Crosswalk Line $ 4.00 47 Plastic Triffic Arrow $ 175.00

48 Plastic Traffic Letter $ 48.00

49 Vault Weight Understated-Larger Crane $ 3,976.00

50 Abandon 6" Waterline at 6111 St & I Avenue $ 2,320.00

51 Abandon 6" Waterline at 6th St & K Avenue $ 2,645.00

52 Tie Into Existing 12-lnch Storm on North side ... $ 3,248.00

53 Additional Signs and Sidewalk Rails (Rel 7) $ 1,701.99

54 Storm Crossing 6th St and K Avenue (Ref 14) $ 653.09

55 Storm Work at 6th St and 0 Avenue (Ref 15) $ 4,431.35

56 After Road Ex Stabilize Sta 5+0D-4+68 (Ref 16) $ 740.97

57 Storm Connection at 1619 6th Street (Ref 17) $ 924.28

58 Yard Drain Connection 1607 6th St (Rel 18) $ 779.09

59 Additional Drainage 1505-1507 6th St (Ref 19) $ 4,860.51

60 New Curb Inlet Catch Basin Sta 13+00 (Ref 20) $ 2,665.55

61 Install Street Trees (Ref 21) $ 300.00

62 Reinstall & Test Irrigation 1404 6th St (Ref 21) $ 700.00

63 Reinstall & Test Irrigation 1119 6th St (Ref 21) $ 1,750.00

64 Driveway Drain Realign 1103 6th St (Ref23) $ 317.31

SUBTOTALS

Sales Tax 8.2% Items 22, 23, 24, 25, 26, 51, 52

TOT AL CONTRACT PRICE

Dated 5120110

Original U/M Amount LS $ 36,613.00 LS $ 10,000.00 LS $ 4,008.00 LS $ 150.00

LS $ 7,200.00 CY $ 33,013.20 SY $ 6,500.00 TN $ 18,727.50 TN $ 27,938.50 TN $ 59,788.30 LF $ 2,860.00 LF $ 2,200.00 LF $ 5,068.25 LF $ 5,012.50 LF $ 8,500.00 LF $ 3,311.00 EA $ 14,272.00 LS $ 1,102.00 EA $ 1,863.39 LS $ 6,705.00 EA $ 10,520.00 EA $ 3,200.00 EA $ 5,200.00 EA $ 2,263.81 EA $ 812.29 EA $ 7,891.00 LF $ 16,524.00 SY $ 49,725.34 SY $ 8,319.00 SY $ 3,776.00 SY $ 1,475.00

SY $ 8,260.00 SY $ 14,167.68 SF $ 4,200.00 LF $ 737.66 LF $ 752.70 EA $ 900.00 CY $ 8,325.00 LF $ 540.00 SY $ 8,000.00 LS $ 4,000.00 LF $ 1,634.00 LF $ 2,352.00 LF $ 1,977.00 LF $ 400.00 SF $ 924.00 EA $ 350.00 EA $ 4,128.00 LS $ LS $ LS $

LS $

LS $

LS $

LS $

LS $

LS $

L:S $

LS $

LS $

EA $

LS $

LS $

LS $

$ 426,187.12

Original Quantity Ref7

1 1 1 1

1 4,510 5,000 2,750 1,574 814 130 55 209 125 340 77 16 1 3 1

10 16 1 1 1

26 1,620 2,023 141 64 25

140 314 84 479 130 3

185 60

2,000 1

817 1,176 659 40 231

2 86 0 0 0

1

$ 1,701.99

Ref13 Ref14 Ref15

21

20 13

1

1

$ 1,463.57 $ 653.09 $ 4,431.35

EXHIBIT B DATED JULY 27. 2010

MODIFICATION 04 CONTRACT 09-011-TRN-004

Ref 16 Ref17 Ref18 Ref19

1

1

1

1

$ 740.97 $ 924.28 $ ns.09 $ 4,860.51

M0D01/02 MOD 01/02 MOD03 M0004 Ref20 Ref21 Ref23 Quantity Amount Quantity MOD 03 Amount Quantity MOD 04 Amount

1 $36,613.00 1 $ 36,613.00 1 $ 36,613.00 1 $10,000.00 1 $ 10,000.00 1 $ 10,000.00 1 $4,008.00 1 $ 4,008.00 1 $ 4,008.00 1 $150.00 1 $ 150.00 1 $ 150.00

1 $7,200.00 1 $ 7,200.00 1 $ 7,200.00 4542 $33,247.44 4542 $ 33,247.44 4563 $ 33,401.16 5000 $6,500.00 5000 $ 6,500.00 5000 $ 6,500.00 2752 $18,741.12 2752 $ 18,741.12 2752 $ 18,741.12 1590 $28,222.50 1590 $ 28,222.50 1610 $ 28,577.50 814 $59,788.30 814 $ 59,788.30 827 $ 60,743.15 130 $2,860.00 130 $ 2,860.00 130 $ 2,860.00 55 $2,200.00 55 $ 2,200.00 55 $ 2,200.00

209 $5,068.25 209 $ 5,068.25 209 $ 5,068.25 125 $5,012.50 125 $ 5,012.50 125 $ 5,012.50 340 $8,500.00 340 $ 8,500.00 340 $ 8,500.00 77 $3,311.00 77 $ 3,311.00 77 $ 3,311.00 16 $14,272.00 16 $ 14,272.00 16 $ 14,272.00 1 $1,102.00 1 $ 1,102.00 1 $ 1,102.00 3 $1,863.39 3 $ 1,863.39 3 $ 1,863.39 1 $6,705.00 1 $ 6,705.00 1 $ 6,705.00 10 $10,520.00 10 $ 10,520.00 10 $ 10,520.00 16 $3,200.00 16 I 3,200.00 16 $ 3,200.00 1 $5,200.00 1 $ 5,200.00 1 $ 5,200.00 1 $2,263.81 1 $ 2,263.81 1 $ 2,263.81 1 $812.29 1 $ 812.29 1 $ 812.29

26 $7,891.00 26 $ 7,891.00 26 $ 7,891.00 1657 $16,901.40 1657 $ 16,901.40 1657 $ 16,901.40 1968 $48,373.44 1968 $ 48,373.44 1968 $ 48,373.44 247 $14,573.00 247 $ 14,573.00 247 $ 14,573.00 64 $3,776.00 64 $ 3,776.00 64 $ 3,776.00 41 $2,419.00 41 $ 2,419.00 41 $ 2,419.00

140 $8,260.00 140 $ 8,260.00 140 $ 8,260.00 314 $14,167.68 314 $ 14,167.68 314 $ 14,167.68 93 $4,650.00 93 $ 4,650.00 93 $ 4,650.00

479 $737.66 479 $ 737.66 479 $ 737.66 169 $978.51 169 $ 978.51 169 $ 978.51

3 $900.00 3 $ 900.00 3 $ 900.00

(76) 186 $8,370.00 186 $ 8,370.00 110 $ 6,050.00 60 $540.00 60 $ 540.00 60 $ 540.00

11,111) 2011 $8,044.00 2011 $ 8,044.00 900 $ 6,300.00 1 $4,000.00 1 $ 4,000.00 1 $ 4,000.00

817 $1,634.00 817 $ 1,634.00 817 $ 1,634.00 1176 $2,352.00 1176 $ 2,352.00 1176 $ 2,352.00 659 $1,977.00 659 $ 1,977.00 659 $ 1,977.00 40 $400.00 40 $ 400.00 40 $ 400.00 231 $924.00 231 $ 924.00 231 $ 924.00

2 $350.00 2 $ 350.00 2 $ 350.00 86 $4,128.00 86 $ 4,128.00 86 $ 4,128.00 1 $3,976.00 1 $ 3,976.00 1 $ 3,976.00

1 $2,320.00 1 $ 2,320.00 1 $ 2,320.00

1 $2,645.00 1 $ 2,645.00 1 $ 2,645.00

0 $0.00 1 $ 3,248.00 1 $ 3,248.00

1 $ 1,701.99

1 $ 653.09

1 $ 4,431.35

1 $ 740.97

1 $ 924.28

1 $ 779.09

1 $ 4,860.51

1 1 $ 2,665.55

10 10 $ 3,000.00

1 1 $ 700.00

1 1 $ 1,750.00

1 1 $ 317.31

$ 2,665.55 $ 1,386.00 $ 317.31 $442,648.29 $ 445,896.29 $ 465,820.00

$1,995.23 $ 1,995.23 $ 1,995.23

$444,643.52 $ 447,891.5;!: I 467,815.23

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