HomeMy WebLinkAboutTrans 2013-10-29 Item 2D - Bid Rejection/Bid Award - Tukwila Transit Center/Andover Park West Widening and Water Main ReplacementTO:
City of Tukwila
Jim Haggerton, Mayor
INFORMATIONAL MEMORANDUM
Mayor Haggerton
Transportation Committee
FROM: Bob Giberson, Public Works Director M
BY: Cyndy Knighton, Senior Program Manager
DATE: October 25, 2013
SUBJECT: Tukwila Transit Center /Andover Pk W Widening & Water Main Replacement Projects
Project Nos. 90610402, 9880404, 99840105
Bid Award
ISSUES
Resolution to reject the bid from Gary Merlino Construction Company, Inc. as nonresponsive and
award the construction contract to Road Construction Northwest, Inc.
BACKGROUND
A call for bids was advertised for the Transit Center /Andover Park W Project on September 17 and
24, 2013 and three addenda were issued addressing clarifications to the bid documents. Bids were
due at 9:00 am on October 8, 2013 and were publicly opened at 10:00 am that same day. Five bids
were received and opened and a sixth bid was turned away as it arrived after the 9:00 am dead line.
The lowest bid came from Gary Merlino Construction, however the sealed bid did not include the
Federal Transit Administration (FTA) required "Buy America Certificate." The second lowest bid was
received from Road Construction Northwest, Inc. and did include the requisite FTA forms.
DISCUSSION
1) Resolution to Reject Lowest Bid:
The Transit Center /Andover Park W /Andover Park W Water projects were combined into a single bid
package as the three independent CIP projects had overlapping boundaries which made each
somewhat dependent on the other two for coordination. Funding sources for each are tracked
separately although, with the inclusion of federal grant monies, the entire larger project is subject to
federal rules. One overarching rule associated with the Transit Center's FTA grant is the requirement
to comply with "Buy America" for all steel, iron, and manufactured products. All bidders are required
to include their signed "Buy America Certificate" in their sealed bids. Failure to do so was clearly
identified in the bid documents as grounds for rejection as being nonresponsive. A statement to this
fact was made during the pre -bid conference where representatives of the two low bidders were
present. Based on these facts and to insure that the $1.4 million FTA grant is not put in jeopardy,
staff as well as the City Attorney, recommend rejecting the bid from Gary Merlino Construction as
nonresponsive.
2) Bid Award:
All construction bids were reviewed and no mathematical errors were found on the Road
Construction Northwest bid. Minor errors were found on the remaining 4 bids, although none
affected the two low bidder placements. The Transportation Improvement Board (TIB), a funding
partner, and King County (administrator of the FTA grant), have reviewed the bid tabulations and
given Tukwila authorization to proceed with the bid award. Road Construction Northwest, Inc. is a
large company with the resources required to construct the Transit Center project. The proposed bid
award, along with remaining known and estimated expenditures, is within the combined project
budgets.
29
INFORMATIONAL MEMO
Page 2
Financial Impact:
With the low bid comes a reduction in the Transportation Improvement Board's (TIB) grant as they
do not award fixed grant amounts but a percentage of the construction expenses. The savings in the
construction costs must be shared with TIB just as any overruns can also be shared. The initial grant
award from TIB was $1.4 million and there is now an estimated reduction of $356,808 for a new
grant amount of $1,063,192. At project close out, the final amount reimbursable by TIB will be
adjusted to reflect the actual project costs.
Budget
Transit
Center
APW APW Water
Roadway Main
Total
WSDOT Regional Mobility Grant
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
FTA Grant
......................................................................................................................... ...............................
TIB Grant
......................................................................................................................... ...............................
City Funds
.................................................. ...............................
Enterprise Funds
$4,178,000
.............................. ...............................
1,400,000
$1,063,192
............................. ...............................
56,536 899,464
$1,389,000
Available Funds
$5,634,536 $1,962,656 $1,389,000
$8,986,192
Expenses
Road Construction NW Bid
$3,726,675 $1,424,049 1 $886,786
$6,037,510
Utility Relocation (PSE Agmt/Engr Est)
Cascade Water Connection Fee
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
l
Granite Boulders Allowance
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Construction Management Budget
Construction Contingency 15%
738,400
10,000
30,000
570,460 275,000
559,001 213,607
50,000
177,000
...................
133,018
Allocated Funds
$5,634,536 $1,962,656 $1,196,804
$8,793,996
RECOMMENDATION
1) Council is being asked to approve the Resolution which rejects the Gary Merlino Construction
Company, Inc. bid and consider this item at the November 12, 2013 Committee of the Whole and
subsequent November 18, 2013 Regular Meeting.
2) Council is being asked to award the construction contact in the amount of $6,037,509.75 to Road
Construction Northwest, Inc. for the Transit Center /Andover Park E /Andover Park E Water Project
and consider this item at the November 12, 2013 Committee of the Whole and subsequent
November 18, 2013 Regular Meeting.
Attachments: Draft Resolution
Bid Tabulation
CIP Pages 16, 17 and 65
W:IPW EngIPROJECTSIA- RW & RS Projects\Transit Center (90610402)IDesignIINFO MEMO Bid Award sd.docx
30
D AFT
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF TUKWILA, WASHINGTON, REJECTING THE BID
SUBMITTED BY GARY MERLIN() CONSTRUCTION
COMPANY, INC., OF SEATTLE, WASHINGTON, FOR
THE TUKWILA URBAN CENTER TRANSIT CENTER,
ANDOVER PARK WEST WIDENING, AND ANDOVER
PARK WEST WATER MAIN REPLACEMENT PROJECTS.
WHEREAS, sealed bids were solicited for the Tukwila Urban Center Transit Center,
Andover Park West Widening, and Andover Park West Water Main Replacement
projects; and
WHEREAS, bids were opened and read aloud by the City Clerk on October 8,
2013; and
WHEREAS, construction of the combined projects is partially funded through a
grant from the Federal Transit Administration; and
WHEREAS, a condition of the Federal Transit Administration grant required bidders
to complete a "Buy America Certificate" and include it in their sealed bids; and
WHEREAS, bids submitted without the required "Buy America Certificate" must be
rejected as nonresponsive; and
WHEREAS, the apparent low bidder at the time the sealed bids were read aloud
was Gary Merlino Construction Company, Inc.; and
WHEREAS, the Gary Merlino Construction Company, Inc., bid did not include the
"Buy America Certificate ";
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA,
WASHINGTON, HEREBY RESOLVES AS FOLLOWS:
W:1Word Processing\Resolutions\Reject Gary Merlino bid- Transit Center 10 -22 -13
CK:bjs
Page 1 of 2
31
CITY OF TUKWILA - TUKWILA TRANSIT CENTER
CERTIFIED BID TABULATION
October 18, 2013
Engineer's Estimate
Gary Merlino Construction
Company
Road Construction Northwest
Westwater Construction
Company
Ceccanti
Rodarte Construction, Inc.
Item No. Item Description Quantity Unit
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Bid Schedule A - Tukwila Transit Center
ROADWAY Subtotal
$ 861,965.45
$ 759,015.00
$ 860,045.00
$ 649,970.00
$ 1,117,270.00
$ 1,332,500.00
1
MOBILIZATION
1
LS
$ 320,450.45 $ 320,450.45
$ 370,000.00
$ 370,000.00
$ 280,000.00 $ 280,000.00
$ 150,000.00 $ 150,000.00
$ 600,000.00 $ 600,000.00
$ 710,000.00 $ 710,000.00
CLEARING AND GRUBBING
0.3
AC
$7,500.00 $2,250.00
$35,000.00
$10,500.00
$9,800.00
$2,940.00
$35,000.00 $10,500.00
$3,000.00 $900.00
$100.00 $1,800.00
$20,000.00
$175.00
$6,000.00
$3,150.00
3
REMOVING TREE
18
EA
$250.00 $4,500.00
$350.00
$6,300.00
$320.00
$5,760.00
$1,200.00
$21,600.00
4
REMOVAL OF STRUCTURE AND OBSTRUCTION
1
LS
$5,000.00 $5,000.00
$2,500.00
$2,500.00
$200,000.00
$200,000.00
$50,000.00
$50,000.00
$87,000.00! $87,000.00
$70,000.00
$70,000.00
5
6
ROADWAY EXCAVATION INCL. HAUL
1450
CY
$100.00 $145,000.00
$60.00
$87,000.00
$37.00
$53,650.00
$18.00
$26,100.00
$32.00
$46,400.00
$45.00
$65,250.00
GRAVEL BORROW INCL. HAUL
30
TON
$18.00 $540.00
$44.00
$1,320.00
$35.00
$1,050.00
$30.00
$900.00
$17.00
$510.00
$45.00
$1,350.00
7
-
CRUSHED SURFACING TOP COURSE
500
TON
$25.00
$12,500.00
$62.00
$31,000.00
$31.00
$15,500.00
$30.00
$15,000.00
$20.00
$10,000.00
$30.00
$15,000.00
8
HMA CL. 1/2 IN. PG 64 -22
30
TON
$85.00
$2,550.00
$95.00
$2,850.00
$164.00
$4,920.00
$120.00
$3,600.00
$90.00
$2,700.00
$100.00
$3,000.00
9
COMMERCIAL HMA
145
TON
$130.00
$18,850.00
$110.00 $15,950.00
$123.00
$17,835.00
$120.00
$17,400.00
$100.00
$14,500.00
$105.00
$15,225.00
10
COLD MIX ASPHALT CONCRETE PATCH
230
SY
$30.00
$6,900.00
$38.00 $8,740.00
$25.00
$5,750.00
$4.00
$920.00
$22.00
$5,060.00
$45.00
$10,350.00
_ 11
CEMENT CONC. PAVEMENT
900
SY
$100.00
$90,000.00
$78.00 $70,200.00
$120.00
$108,000.00
$120.00
$108,000.00
$160.00
$144,000.00
$140.00
$126,000.00
12
CEMENT CONC. PAVEMENT, 24HR w/ INTEGRAL COLOR
975
SY
$225.00
$219,375.00
$121.00 $117,975.00
$130.00
$126,750.00
$140.00
$136,500.00
$180.00
$175,500.00
$250.00
$243,750.00
13
ADJUST CATCH BASIN
1
EA
$500.00
$500.00
$400.00
$400.00
$500.00
$500.00
$600.00
$600.00
$350.00
$350.00
$425.00
$425.00
14
CEMENT CONC. TRAFFIC CURB AND GUTTER
450
LF
$15.00
$6,750.00
$28.00
$12,600.00
$31.00
$13,950.00
$75.00
$33,750.00
$20.00
$9,000.00
$50.00
$22,500.00
15
16
17
18
CEMENT CONC. TRAFFIC CURB
820
LF
$15.00
$12,300.00
$21.00
$17,220.00
$22.00
$18,040.00
$85.00
$69,700.00
$20.00
$16,400.00
$45.00
$36,900.00
MONUMENT, CASE, AND COVER
1
LS
$10,000.00
$10,000.00
$2,000.00
$2,000.00
$900.00
$900.00
$1,500.00
$1,500.00
$450.00
$450.00
$450.00
$450.00
ADJUST VALVE BOX
1
EA
$500.00
$500.00
$300.00
$300.00
$500.00 $500.00
$700.00
$700.00
$300.00
$300.00
$350.00
$350.00
ADJUST JUNCTION BOX
8
EA
$500.00
$4,000.00
$270.00
$2,160.00
$500.00 $4,000.00
$400.00 $3,200.00
$300.00
$2,400.00
$350.00
$2,800.00
SIDEWALK Subtotal
$ 107,400.00
$ 168,810.00
$ 192,475.00
$ 169,900.00
$ 214,700.00
$ 526,475.00
19
20
CEMENT CONC. DRIVEWAY ENTRANCE
5
SY
$ 50.00 $ 250.00
$ 100.00 $ 500.00
$ 225.00 $ 1,125.00
$ 100.00
$ 500.00
$ 100.00
$ 500.00
$ 225.00
$ 1,125.00
CEMENT CONC. SIDEWALK
10
SY
$35.00 $350.00
$46.00 $460.00
$110.00 $1,100.00
$100.00
$1,000.00
$40.00
$400.00
$180.00
$1,800.00
21
CEMENT CONC. SIDEWALKw /MIXED SIZE PATTERN
1320
SY
$40.00 $52,800.00
$70.00 $92,400.00
$70.00 $92,400.00
$70.00
$92,400.00
$65.00
$85,800.00 (3)
$240.00
$316,800.00
22
CEMENT CONC. SIDEWALK w /MIXED SIZE PATTERN w /INTEGRAL COLOR
200
SY
$45.00 $9,000.00
$96.00 $19,200.00
$85.00 $17,000.00
$80.00
$16,000.00
$85.00
$17,000.00
$250.00
$50,000.00
23
CEMENT CONC. SIDEWALK w /4X4 PATTERN
300
SY
$35.00 $10,500.00
$65.00 $19,500.00
$60.00
$18,000.00
$70.00
$21,000.00
$80.00
$24,000.00
$205.00
$61,500.00
24
TACTILE WARNING EDGE
1050
SF
$20.00 $21,000.00
$23.00, $24,150.00
$47.00
$49,350.00
$20.00
$21,000.00
$70.00
$73,500.00
$65.00
$68,250.00
25
CEMENT CONC. CURB RAMP
9
EA
$1,500.00
$13,500.00
$1,400.00
$12,600.00
$1,500.00
$13,500.00
$2,000.00
$18,000.00
$1,500.00
$13,500.00
$3,000.00
$27,000.00
TRAFFIC CONTROL DEVICES Subtotal
$ 76,075.00
$ 143,855.00
$ 203,765.00
$ 333,425.00
$ 446,850.00
$ 134,725.00
26
27
28
29
30
31
PROJECT TEMPORARY TRAFFIC CONTROL
1
LS
$ 25,000.00 $ 25,000.00
$ 75,000.00 $ 75,000.00
$ 110,000.00 $ 110,000.00
$ 250,000.00 $ 250,000.00
$ 400,000.00 $ 400,000.00
$ 60,000.00 $ 60,000.00
TRAFFIC SIGNAL MODIFICATION - BAKER BLVD
1
LS
$45,000.00 $45,000.00
$60,000.00 $60,000.00
$81,000.00
$81,000.00
$70,000.00
$70,000.00
$40,000.00
$40,000.00
$65,000.00
$65,000.00
REMOVAL OF PAVEMENT MARKINGS
1
LS
$1,000.00 $1,000.00
$500.00
$500.00
$4,400.00
$4,400.00
$5,000.00
$5,000.00
$1,000.00
$1,000.00
$1,000.00
$1,000.00
PAINT LINE
500
LF
$1.00
$500.00
$1.60
$800.00
$2.00
$1,000.00
$2.00
$1,000.00
$1.00
$500.00
$1.60
$800.00
PROFILED PLASTIC LINE
450
LF
$5.00
$2,250.00
$5.40
$2,430.00
$5.00
$2,250.00
$5.00
$2,250.00
$2.00
$900.00
$5.50
$2,475.00
PLASTIC CROSSWALK LINE
650
SF
$3.00
$1,950.00
$375.00
$7.00
$4,550.00
$7.00 $4,550.00
$7.00
$4,550.00
$6.00 $3,900.00
$7.50
$4,875.00
32
PLASTIC TRAFFIC ARROW
5
EA
$75.00
$115.00 $575.00
$113.00 $565.00
$125.00+ $625.00
$110.00 $550.00
$115.00 $575.00
ROADSIDE DEVELOPMENT Subtotal
$ 12,875.00
$ 18,225.00
$ 11,275.00
$ 32,750.00
$ 18,250.00
$ 19,800.00
33
34
35
REMOVE CONC. BLOCK WALL
375
1
SF
$ 5.00 $ 1,875.00
$ 3.00 $ 1,125.00
$ 9.00 $ 3,375.00
$ 2.00
$ 750.00
$30,000.00
$ 6.00
$15,000.00
$ 2,250.00
$ 9.00
$ 3,375.00
$16,000.00
REMOVE STEEL CANOPY AND APPURTENANCES
LS
$10,000.00 $10,000.00
$16,000.00 $16,000.00
$7,000.00 $7,000.00
$30,000.00
$15,000.00
$16,000.00
REMOVE AND RESET BENCHES
1
LS
$1,000.00 $1,000.00
$1,100.00 $1,100.00
$900.00 $900.00
$2,000.00 $2,000.00
$1,000.00 $1,000.00
$425.00 $425.00
STORM DRAINAGE Subtotal
$ 86,600.00
$ 97,145.00
$ 94,935.00
$ 157,950.00
$ 56,830.00
$ 82,625.00
36
SPCC PLAN
1
LS
$ 1,500.00
$ 1,500.00
$ 100.00 $ 100.00
$ 1,300.00 $ 1,300.00
$ 1,000.00 $ 1,000.00
$200.00 $1,600.00
$ 100.00
$200.00
$ 100.00
$1,600.00
$ 200.00 _ $ 200.00
37
REMOVING DRAINAGE STRUCTURE
8
EA
$1,000.00
$8,000.00
$320.00
$2,560.00
$500.00 $4,000.00
$250.00 $2,000.00
38
39
40
41
42
43
REMOVING PIPE
165
LF
$10.00
$1,650.00
$9.00
$1,485.00
$24.00 $3,960.00
$20.00 $3,300.00
$6.00
$990.00
$5.00
$825.00
UNDERDRAIN PIPE 4 IN. DIAM.
700
LF
$23.00
$16,100.00
$26.00
$18,200.00
$29.00 $20,300.00
$65.00 $45,500.00
$24.00
$16,800.00
$19.00
$13,300.00
GRAVEL BACKFILL FOR DRAIN
30
CY
$45.00
$1,350.00
$36.00
$1,080.00
$65.00 $1,950.00
$35.00 $1,050.00
$25.00
$750.00
$50.00
$1,500.00
TESTING STORM SEWER PIPE
250
LF
$2.00
$500.00
$8.00
$2,000.00
$2.00
$500.00
$4.00 $1,000.00
$5.00
$1,250.00
$5.00
$1,250.00
DUCTILE IRON STORM SEWER PIPE 8 IN DIAM.
15
LF
$50.00
$750.00
$58.00
$870.00
$145.00
$2,175.00
$300.00 $4,500.00
$52.00
$780.00
$140.00
$2,100.00
SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.
250
LF
$35.00
$8,750.00
$55.00
$13,750.00
$75.00
$18,750.00
$200.00 $50,000.00
$58.00
$14,500.00
$80.00
$20,000.00
44
CATCH BASIN TYPE 1
8
EA
$1,200.00
$9,600.00
$1,600.00
$12,800.00
$1,100.00
$8,800.00
$1,500.00 $12,000.00
$1,100.00
$8,800.00
$1,100.00
$8,800.00
45
CATCH BASIN TYPE 2 48 IN. DIAM.
2
EA
$3,000.00
$6,000.00
$3,500.00
$7,000.00
$4,500.00
$9,000.00
$4,000.00 $8,000.00
$3,250.00
$6,500.00
$2,500.00
$5,000.00
46
FRAME AND VANED GRATE
2
EA
$800.00
$1,600.00
$400.00
$800.00
$500.00
$1,000.00
$600.00 $1,200.00
$420.00
$840.00
$600.00
$1,200.00
47
FRAME AND COVER
1
EA
$800.00
$800.00
$500.00
$500.00
$600.00
$600.00
$1,000.00 $1,000.00
$420.00
$420.00
$600.00
$600.00
48
RAISE MANHOLE
1
EA
$2,500.00
$2,500.00
$3,000.00
$3,000.00
$500.00
$500.00
$800.00 $800.00
$1,000.00
$1,000.00
$350.00
$350.00
49
CONNECTION TO DRAINAGE STRUCTURE
4
EA
$1,500.00
$6,000.00
$500.00 $2,000.00
$650.00 $2,600.00
$500.00 $2,000.00
$300.00
$1,200.00
$1,325.00
$5,300.00
50
EROSION/WATER POLLUTION CONTROL
1
LS
$20,000.00
$20,000.00
$26,000.00 $26,000.00
$18,000.00
$1,500.00
$18,000.00
$15,000.00 $15,000.00
$1,200.00
$1,200.00
$20,000.00
$20,000.00
51
SWPPP PREPARATION AND MAINTENANCE
1
LS
$1,500.00
$1,500.00
$5,000.00 $5,000.00
$1,500.00
$10,000.00 $10,000.00
$100.00
$100.00
$200.00
$200.00
Page 1 of 5
CITY OF TUKWILA - TUKWILA TRANSIT CENTER
CERTIFIED BID TABULATION
October 18, 2013
Engineer's Estimate
Gary Merlin() Construction
Company
Road Construction Northwest
Westwater Construction
Company
Ceccanti
Rodarte Construction, Inc.
Item No.
Item Description
Quantity I Unit
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
OTHER ITEMS
Subtotal
$ 96,824.00
$ 102,600.00
$ 106,300.00
$ 101,400.00
$ 93,300.00
$ 103,800.00
93 _
REMOVAL OF HAZARDOUS MATERIALS - PCB
1
LS
$ 10,000.00 $ 10,412.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00 $ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
$ 10,000.00
94
95
LONGTERM TEMPORARY BUS STOP
1
LS
$10,000.00
$10,412.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
SHARED DRIVEWAY ACCESS
1
EST
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
$15,000.00
96
PROPERTY RESTORATION - AS DIRECTED
1
EST
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
97
MINOR CHANGE - AS DIRECTED
1
EST
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
98
EXPLORATIVE EXCAVATION - AS DIRECTED
1
EST
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
99
POTHOLING - AS DIRECTED
1
EST
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
100
RESOLUTION OF UTILITY CONFLICTS - AS DIRECTED
1
EST
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
$10,000.00
101
UNSUITABLE OVER - EXCAVATION & DISPOSAL OFFSITE - AS DIRECTED
300
CY
$18.00
$5,400.00
$36.00
$10,800.00
$33.00
$9,900.00
$38.00
$11,400.00
$17.00
$5,100.00
$24.00
$7,200.00
102
103
GRAVEL BORROW - AS DIRECTED
200
TON
$18.00
$3,600.00
$25.00
$5,000.00
$30.00
$6,000.00
$25.00
$5,000.00
$17.00
$3,400.00
$28.00
$5,600.00
QUARRY SPALLS - AS DIRECTED
200
TON
$35.00 $7,000.00
$34.00 $6,800.00
$52.00 $10,400.00
$25.00 $5,000.00
$24.00
$4,800.00
$55.00 $11,000.00
Total Bid Schedule A
$ 3,324,533.88
$ 3,702,321.00
$ 3,726,675.00
$ 4,015,379.00
$ 4,032,739.00
(5)
$ 4,466,559.50
Bid Schedule B - Andover Park W Roadway
ROADWAY Subtotal
$ 642,326.80
$ 548,704.00
$ 633,555.00
$ 531,605.00
$ 590,520.00
$ 608,640.00
1
2
3
4
5
MOBILIZATION
1
LS
$ 181,671.80
$ 181,671.80
$ 120,000.00
$ 120,000.00
$ 200,000.00
$ 200,000.00
$ 50,000.00 $ 50,000.00
$ 236,000.00 $ 236,000.00
$ 100,000.00
$ 100,000.00
CLEARING AND GRUBBING
0.2
AC
$7,500.00
$1,500.00
$30,000.00
$6,000.00
$9,800.00
$1,960.00
$10,000.00 $2,000.00
(2)
$3,000.00
$600.00
$25,000.00
$5,000.00
REMOVING TREE
18
EA
$250.00
$4,500.00
$350.00
$6,300.00
$320.00
$5,760.00
$1,200.00
$21,600.00
$100.00
$1,800.00
$175.00
$3,150.00
ROADWAY EXCAVATION INCL. HAUL
1360
CY
$100.00
$136,000.00
$63.00
$85,680.00
$37.00
$50,320.00
$18.00
$24,480.00
$32.00
$43,520.00
$45.00
$61,200.00
GRAVEL BORROW INCL. HAUL
30
TON
$18.00
$540.00
$44.00
$1,320.00
$35.00
$1,050.00
$30.00
$900.00
$17.00
$510.00
$45.00
$1,350.00
6
7
8
9
10
11 _
CRUSHED SURFACING TOP COURSE
390
TON
$25.00
$9,750.00
$59.00
$23,010.00
$31.00
$12,090.00
$30.00
$11,700.00
$20.00
$7,800.00
$28.00
$10,920.00
PLANING BITUMINOUS PAVEMENT
9600
SY
$5.00
$48,000.00
$3.00
$28,800.00
$6.50
$62,400.00
$6.00
$57,600.00
$4.00
$38,400.00
$6.25
$60,000.00
HMA CL. 1/2 IN. PG 64 -22
1300
TON
$85.00
$110,500.00
$95.00
$123,500.00
$92.00
$119,600.00
$100.00
$130,000.00
$90.00
$117,000.00
$95.00
$123,500.00
COMMERCIAL HMA
680
TON
$130.00
$88,400.00
$110.00
$74,800.00
$123.00
$83,640.00
$100.00
$68,000.00
$100.00
$68,000.00
$110.00
$74,800.00
COLD MIX ASPHALT CONCRETE PATCH
200
SY
$30.00
$6,000.00
$40.00
$8,000.00
$25.00
$5,000.00
$4.00
$800.00
$22.00
$4,400.00
$45.00
$9,000.00
CEMENT CONC. PAVEMENT
50
SY
$90.00
$4,500.00
$180.00
$9,000.00
$120.00
$6,000.00
$120.00
$6,000.00
$160.00
$8,000.00
$215.00
$10,750.00
12
13
14
15
16
17
ADJUST MANHOLE
1
EA
$500.00
$500.00
$400.00
$400.00
$500.00
$500.00
$1,000.00
$1,000.00
$350.00
$350.00
$450.00
$450.00
CEMENT CONC. TRAFFIC CURB AND GUTTER
1470
LF
$15.00
$22,050.00
$15.00
$22,050.00
$31.00
$45,570.00
$50.00
$73,500.00
$20.00
$29,400.00
$50.00
$73,500.00
CEMENT CONC. TRAFFIC CURB
1545
LF
$15.00
$23,175.00
$23.00
$35,535.00
$22.00
$33,990.00
$50.00
$77,250.00
$20.00
$30,900.00
$45.00
$69,525.00
DUAL -FACED SLOPED MOUNTABLE CURB
87
LF
$20.00
$1,740.00
$27.00
$2,349.00
$25.00
$2,175.00
$25.00
$2,175.00
$20.00
$1,740.00
$35.00
$3,045.00
ADJUST VALVE BOX
6
EA
$500.00
$500.00
$3,000.00
$300.00
$1,800.00
$500.00
$3,000.00
$700.00
$4,200.00
$300.00
$1,800.00
$300.00
$350.00
$350.00
$2,100.00
$350.00
ADJUST JUNCTION BOX
1
EA
$500.00
$160.00 $160.00
$500.00
$500.00
$400.00 $400.00
$300.00
SIDEWALK Subtotal
$ 45,950.00
$ 55,960.00
$ 57,000.00
$ 117,500.00
$ 61,300.00
$ 196,500.00
18
19
20
CEMENT CONC. DRIVEWAY ENTRANCE
215
SY
SY
EA
$ 50.00
$35.00
$1,500.00
$ 10,750.00
$ 96.00 $ 20,640.00
$ 80.00
$40.00
$1,500.00
$ 17,200.00
$ 100.00
$ 21,500.00
$92,000.00
$4,000.00
$ 100.00 $ 21,500.00
$ 180.00
$165.00
$3,000.00
$ 38,700.00
CEMENT CONC. SIDEWALK
920
2
$32,200.00
$36.00 $33,120.00
$36,800.00
$100.00
$40.00 $36,800.00
$151,800.00
CEMENT CONC. CURB RAMP
$3,000.00
$1,100.00 $2,200.00
$3,000.00
$2,000.00
$1,500.00 $3,000.00
$6,000.00
TRAFFIC CONTROL DEVICES Subtotal
$ 68,845.00
$ 47,300.00
$ 149,177.00
$ 117,680.00
$ 283,360.00
$ 88,451.25
21
22
23
24
25
PROJECT TEMPORARY TRAFFIC CONTROL
1
LS
$32,500.00 $ 32,500.00
$ 10,000.00 $ 10,000.00
$ 86,000.00
$ 86,000.00
$ 75,000.00 $ 75,000.00
$ 200,000.00 $ 200,000.00
$ 45,000.00
$ 45,000.00
$ 3,750.00
RAISED PAVEMENT MARKER TYPE 1
10
HUND
$500.00
$ 5,000.00
$ 370.00
$ 3,700.00
$ 360.00
$ 3,600.00
$ 400.00
$ 4,000.00
$ 350.00
$ 3,500.00
$ 375.00
RAISED PAVEMENT MARKER TYPE 2
3
HUND
$500.00
$ 1,500.00
$ 480.00
$ 1,440.00
$ 463.00
$ 1,389.00
$ 500.00
$ 1,500.00
$ 450.00
$ 1,350.00
$ 500.00
$ 1,500.00
TRAFFIC SIGNAL MODIFICATION - STRANDER BLVD.
1
LS
$15,000.00
$ 15,000.00
$ 18,000.00
$ 18,000.00
$ 44,000.00
$ 44,000.00
$ 22,000.00
$ 22,000.00
$ 15,000.00
$ 15,000.00
$ 20,000.00
$ 20,000.00
PERMANENT SIGNING
1
LS
$2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,800.00
$ 2,800.00
$ 5,000.00
$ 5,000.00
$ 55,000.00
$ 55,000.00
$ 3,000.00
$ 3,000.00
26
27
REMOVAL OF PAVEMENT MARKINGS
1
LS
$1,000.00
$ 1,000.00
$ 2,000.00
$ 2,000.00
$ 2,200.00
$ 2,200.00
$ 2,000.00
$ 2,000.00
$ 900.00
$ 900.00
$ 5,000.00
$ 5,000.00
PAINT LINE
100
LF
$1.00
$ 100.00
$ 1.60
$ 160.00
$ 2.00
$ 200.00
$ 2.00
$ 200.00
$ 1.00
$ 100.00
$ 1.75
$ 175.00
28
29
30
31
PLASTIC LINE
1785
LF
$3.00
$ 5,355.00
$ 2.00
$ 3,570.00
$ 2.00
$ 3,570.00
$ 2.00
$ 3,570.00
$ 2.00
$ 3,570.00
$ 2.25
$ 4,016.25
PLASTIC CROSSWALK LINE
230
SF
$3.00
$ 690.00
$ 7.00
$ 1,610.00
$ 7.00
$ 1,610.00
$ 7.00
$ 1,610.00
$ 6.00
$ 1,380.00
$ 7.00
$ 1,610.00
PLASTIC TRAFFIC ARROW
16
EA
$75.00
$ 1,200.00
$ 120.00
$ 1,920.00
$ 113.00
$ 1,808.00
$ 125.00
$ 2,000.00
$ 110.00
$ 1,760.00
$ 125.00
$ 2,000.00
TEMPORARY PAVEMENT MARKING
8000
LF
$0.50
$ 4,000.00
$ 0.30
$ 2,400.00
$ 0.25
$ 2,000.00
$ 0.10
$ 800.00
$ 0.10
$ 800.00
$ 0.30
$ 2,400.00
STORM DRAINAGE Subtotal
$ 62,650.00
$ 35,470.00
$ 36,150.00
-1 56,450.00
$ 19,630.00
$ 24,300.00
32
33
34
SPCC PLAN
1
LS
$ 1,500.00
$ 1,500.00
$ 100.00
$ 100.00
$ 700.00
$ 700.00
$ 1,000.00
$ 1,000.00
$ 100.00 $ 100.00
$ 500.00 $ 500.00
REMOVING DRAINAGE STRUCTURE
2
EA
$1,000.00
$2,000.00
$660.00
$1,320.00
$500.00
$1,000.00
$200.00
$400.00
$200.00
$400.00
$250.00
$500.00
(10)
GRAVEL BACKFILL FOR DRAIN
10
CY
$45.00
$450.00
$51.00
$510.00
$55.00
$550.00
$35.00
$350.00
$25.00
$250.00
$50.00
$500.00
35
SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.
10
LF
$100.00
$1,000.00
$60.00
$600.00
$170.00
$1,700.00
$250.00
$2,500.00
$58.00
$580.00
$190.00
$1,900.00
36
CATCH BASIN TYPE 2 48 IN. DIAM.
2
EA
$3,000.00
$6,000.00
$3,800.00
$7,600.00
$1,000.00
$2,000.00
$4,000.00
$8,000.00
$3,250.00
$6,500.00
$2,800.00
$5,600.00
37
THRU -CURB INLET FRAME AND GRATE TYPE 263
2
EA
$800.00
$1,600.00
$550.00
$1,100.00
$900.00
$1,800.00
$800.00
$1,600.00
$550.00
$1,100.00
$600.00
$1,200.00
38
COMBINATION INLET FRAME AND GRATE
2
EA
$800.00
$1,600.00
$700.00
$1,400.00
$500.00
$1,000.00
$700.00
$1,400.00
$550.00
$1,100.00
$600.00
$1,200.00
39
FRAME AND VANED GRATE
1
EA
$800.00
$800.00
$440.00
$440.00
$500.00
$500.00
$600.00
$600.00
$420.00
$420.00
$600.00
$600.00
40
FRAME AND COVER
14
EA
$800.00
$11,200.00
$500.00
$7,000.00
$600.00
$8,400.00
$1,000.00
$14,000.00
$420.00
$5,880.00
$600.00
$8,400.00
41
RAISE MANHOLE
2
EA
$2,500.00
$5,000.00
$2,200.00 $4,400.00
$500.00
$1,000.00
$800.00
$1,600.00
$1,000.00 $2,000.00
$350.00
$700.00
42
EROSION/WATER POLLUTION CONTROL
1
LS
$30,000.00
$30,000.00
$9,000.00 $9,000.00
$16,000.00
$16,000.00
$15,000.00
$15,000.00
$1,200.00, $1,200.00
$3,000.00
$3,000.00
43
SWPPP PREPARATION AND MAINTENANCE
1
LS
$1,500.00
$1,500.00
$2,000.00 $2,000.00
$1,500.00
$1,500.00
$10,000.00
$10,000.00
$100.00 $100.00
$200.00
$200.00
Page 3 of 5
CITY OF TUKWILA - TUKWILA TRANSIT CENTER
CERTIFIED BID TABULATION
October 18, 2013
Engineer's Estimate
Gary Merlino Construction
Company
Road Construction Northwest
Westwater Construction
Company
Ceccanti
Rodarte Construction, Inc.
_
Item No. Item Description Quantity
Unit
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
Unit Price Cost
STORM DRAINAGE Subtotal
$ 28,000.00
$ 7,800.00
$ 9,700.00
$ 7,000.00
$ 1,400.00
$ 900.00
8
9
10
SPCC PLAN
1
LS
$ 1,500.00
$25,000.00
$ 1,500.00
$ 100.00 $ 100.00
$ 700.00
$ 700.00
$ 1,000.00
$3,000.00
$3,000.00
$ 1,000.00
$ 100.00 $ 100.00
$ 200.00 $ 200.00
$500.00 $500.00
$200.00 $200.00
EROSION/WATER POLLUTION CONTROL
1
LS
$25,000.00
$1,500.00
$5,500.00
$2,200.00
$5,500.00
$7,500.00
$7,500.00
$1,500.00
$3,000.00
$1,200.00
$1,200.00
$100.00
SWPPP PREPARATION AND MAINTENANCE
1
LS
$1,500.00
$2,200.00
$1,500.00
$3,000.00
$100.00
WATER Subtotal
$ 589,800.00
$ 416,310.00
$ 421,400.00
$ 506,150.00
$ 313,220.00
$ 521,081.25
11
TRENCH SAFETY SYSTEMS
1
LS
$ 7,500.00 $ 7,500.00
$ 500.00
$ 500.00
$ 2,000.00
$145.00
$ 2,000.00
$ 2,000.00 $ 2,000.00
$ 800.00 $ 800.00
$ 100.00 $ 100.00
12 -.,
CONTROLLED DENSITY FILL
185
CY
$100.00
$18,500.00
$116.00
$21,460.00
$26,825.00
$120.00 $22,200.00
$87.00 $16,095.00
$245.00
$45,325.00
13
14
15
16
CRUSHED SURFACING FOR TRENCH BACKFILL
2,100
120
TON
LF
$25.00
$110.00
$52,500.00
$13,200.00
$21.00
$68.00
$44,100.00
$8,160.00
$16.00 $33,600.00
$60.00 $7,200.00
$30.00
$80.00
$63,000.00
$9,600.00
$17.50
$60.00
$36,750.00 (6)
$7,200.00
$23.00
$100.00
$48,300.00
$12,000.00
DUCTILE IRON PIPE FOR WATER MAIN 6 IN. DIAM.
DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM.
350
LF
$120.00
$42,000.00
$74.00
$25,900.00
$73.00 $25,550.00
$90.00
$31,500.00
$62.00
$21,700.00
$100.00
$35,000.00
DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM.
1,975
LF
$150.00
$296,250.00
$88.00
$173,800.00
$91.00 $179,725.00
$100.00
$197,500.00
$65.00
$128,375.00
$120.00
$237,000.00
17
18
TESTING WATERMAIN
1
LS
$5,000.00
$5,000.00
$8,000.00
$8,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$6,000.00
$6,000.00
$6,000.00
$6,000.00
CONNECTION TO EXISTING SYSTEM
5
EA
$2,000.00
$10,000.00
$1,200.00
$6,000.00
$5,500.00
$27,500.00
$2,000.00
$10,000.00
$1,000.00
$5,000.00
$3,500.00
$17,500.00
19
20
21
CONNECTION TO EXISTING FIRE SYSTEM
3
EA
$2,000.00
$6,000.00
$1,100.00
$3,300.00
$1,500.00
$4,500.00
$2,000.00
$6,000.00
$1,000.00
$3,000.00
$4,000.00
$12,000.00
ADDITIONAL PIPE FITTINGS
1,000
LBS
$5.00
$5,000.00
$3.50
$3,500.00
$4.00
$4,000.00
$4.00
$4,000.00
$1.00
$1,000.00
$10.00
$10,000.00
PLUG AND ABANDON WATERMAIN
1,975
LF
$6.00
$11,850.00
$4.40
$8,690.00
$2.00
$3,950.00
$2.00
$3,950.00
$6.00
$11,850.00
$1.75
$3,456.25
22
GATE VALVE 8 IN.
8
EA
$1,300.00
$10,400.00
$1,500.00
$12,000.00
$1,100.00
$8,800.00
$800.00
$6,400.00
$1,000.00
$8,000.00
$1,400.00
$11,200.00
23
24
25
26
27
28
29
30
31
GATE VALVE 12 IN.
10
EA
$2,500.00
$25,000.00
$2,200.00
$22,000.00
$2,000.00
$20,000.00
$2,000.00
$20,000.00
$1,400.00
$14,000.00
$1,400.00
$14,000.00
ABANDON VALVE ASSEMBLY
15
EA
$500.00
$7,500.00
$1,000.00
$15,000.00
$170.00
$2,550.00
$200.00
$3,000.00
$300.00
$4,500.00
$120.00
$1,800.00
COMB. AIR RELEASE/AIR VACUUM VALVE ASSEMBLY 1 IN.
1
EA
$4,500.00
$4,500.00
$3,100.00
$3,100.00
$2,700.00
$2,700.00
$2,000.00
$2,000.00
$2,800.00
$2,800.00
$3,000.00
$3,000.00
HYDRANT ASSEMBLY
11
EA
$5,000.00
$55,000.00
$3,700.00
$40,700.00
$4,200.00
$46,200.00
$7,000.00
$77,000.00
$3,000.00
$33,000.00
$4,000.00
$44,000.00
REMOVE HYDRANT ASSEMBLY
6
EA
$600.00
$3,600.00
$2,000.00
$1,500.00
$900.00
$1,300.00
$1,400.00
$5,400.00
$1,300.00
$1,400.00
$600.00
$1,500.00
$1,500.00
$3,600.00
$1,500.00
$1,500.00
$1,500.00
$3,000.00
$4,000.00
$9,000.00
$3,000.00
$4,000.00
$300.00
$750.00
$1,250.00
$1,800.00
$750.00
$1,250.00
$400.00
$4,300.00
$1,200.00
$2,400.00
$4,300.00
$1,200.00
RECONNECTING EXISTING HYDRANTS
1
EA
$2,000.00
SERVICE CONNECTION 3/4 IN. DIAM.
1
EA
$1,500.00
SERVICE CONNECTION 1.5 IN. DIAM.
2
EA
$2,500.00 $5,000.00
$1,800.00
$3,600.00
$2,700.00
$5,400.00
$4,500.00
$9,000.00
$1,750.00
$3,500.00
$2,500.00
$5,000.00
SERVICE CONNECTION 2 IN. DIAM.
3
EA
$2,500.00 $7,500.00
$2,800.00
$8,400.00
$3,100.00
$9,300.00
$6,000.00
$18,000.00
$1,950.00
$5,850.00
$2,500.00
$7,500.00
OTHER ITEMS Subtotal
$ 23,000.00
$ 26,550.00
$ 28,000.00
$ 25,050.00
$ 21,650.00
$ 27,100.00
32
33
MINOR CHANGE - AS DIRECTED
1
EST
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
$ 2,500.00
EXPLORATIVE EXCAVATION - AS DIRECTED
1
EST
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
$2,500.00
34
35
POTHOLING - AS DIRECTED
1
EST
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
RESOLUTION OF UTILITY CONFLICTS - AS DIRECTED
1
EST
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
$5,000.00
36
UNSUITABLE OVER - EXCAVATION & DISPOSAL OFFSITE -AS DIRECTED
100
CY
$18.00
$1,800.00
$42.00
$4,200.00
$33.00
$3,300.00
$38.00
$3,800.00
$17.00
$1,700.00
$24.00
$2,400.00
37
GRAVEL BORROW -AS DIRECTED
150
TON
$18.00
$2,700.00
$23.00
$3,450.00
$30.00
$4,500.00
$25.00
$3,750.00
$17.00
$2,550.00
$28.00
$4,200.00
38
QUARRY SPALLS - AS DIRECTED
100
TON
$35.00 $3,500.00
$39.00 $3,900.00
$52.00
$5,200.00
$25.00 $2,500.00
$24.00
$2,400.00
$55.00 $5,500.00
Sub -total Bid Schedule C
Sales Tax 9.5%
Total Bid Schedule C
$ 1,012,658.91
$ 96,202.60
$ 721,340.00
$ 68,527.30
$ 809,850.00
$ 76,935.75
$ 715,870.00
$ 68,007.65
$ 533,430.00
$ 50,675.85 (7)
$ 786,681.25 (13)
$ 74,734.72 (13)
$ 1,108,861.51
$ 789,867.30
$ 886,785.75
$ 783,877.65
$ 584,105.85 Bi'
$ 861,415.97 (7
Schedule A brought forward
$ 3,324,533.88
$ 3,702,321.00
$ 3,726,675.00
$ 4,015,379.00
$ 4,032,739.00
$ 4,466,559.50
Schedule B brought forward
$ 1,745,562.66
$ 1,237,223.00
$ 1,424,049.00
$ 1,415,460.00
$ 1,542,377.00
$ 1,478,407.75
Schedule C brought forward
$ 1,108,861.51
$ 789,867.30
$ 886,785.75
$ 783,877.65
$ 584,105.85
$ 861,415.97
TOTAL BASE BID PRICE
$ 6,178,958.05
$ 5,729,411.30
$ 6,037,509.75
$ 6,214,716.65 t1
$ 6,159,221.85 17
$ 6,806,383.22 77
Required FTA Forms Submitted?
No
Yes
No
No
Yes
Miscalculations in Contractor Bid Proposals
(1) Amount entered on Proposal was $12,500 with a unit price of $490. Calculating the unit price times the quantity is $12,250. Error did not carry through to bid amount.
(2) Amount entered on Proposal, Schedule B Item #2 was $200.00 with a unit price of $10,000. Calculating the unit price times the quantity is $2,000.00. Error carried through to the total bid amount.
(3) Amount entered on Proposal was $5,800 with a unit price of $65. Calculating the unit price times the quantity is $85,800.
(4) Amount entered on Proposal was $8,720 with a unit price of $16. Calculating the unit price times the quantity is $38,720.
(5) Amount entered on Proposal was $4,132,739. Summed amount of all bid items is $4,032,739. Sum of errors in #3 and #4 above is $110,000, difference between submitted Schedule A total and calculated total is $100,000.
(6) Amount entered on Proposal was $386,750 with a unit price of $17.50. Calculating the unit price times the quantity is $36,750. Error carried through to the Sub -Total Bid Schedule C
(7) Amount entered on Proposal was $83,925.85 which includes the additional $350,000 error amount in #6 above.
(8) Amount entered on Proposal was $967,355.85 which includes the overage of $350,000 in #6 above plus the additional WSST.
(9) Amount entered on Proposal was $6,642,471.85. Calculated amount includes adjustments for errors #6 -8.
(10) Amount entered on Proposal was $250 with unit price of $250. Calculating the unit price times quantity is $500. Error did not carry through to the Schedule B total on Proposal.
(11) Amount entered on Proposal was $1,156.00. Calculated amount is $1,156.50. Error was negated with error #12 below.
(12) Amount entered on Proposal was $4,642.50. Calculated amount is $4,642.00. Error was negated with error #11 above.
(13) Amount entered on Proposal was $811,681.25 for Sub -total Schedule C. Calculated amount is $786,681.25. Error carries through to Total Schedule C amount, entered as $888,790.97 with $77,109.72 WSST.
(14) Amount entered on Proposal was $6,756,648.50. Calculated amount is $6,833,758.22.
Certified by Date
Cyndy Knighton, Senior Program Manager
Page 5 of 5
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2014 to 2019
PROJECT: Tukwila Urban Center - Transit Center Project No. 90610402
DESCRIPTION: Design and construct a Transit Center for the Tukwila Urban Center (TUC).
High transit ridership and bus operations warrant conversion of the existing bus stops on Andover Park West
JUSTIFICATION: to a Transit Center. The current facilities are inadequate in size and location to serve Metro operations and
transit riders. City policy encourages the use of transit, and mitigation dollars and parking supply decisions
have been made based upon the expected improvements to the transit center.
STATUS: Design completed in 2013. Construction to begin in 2014 and functional by June 2014 to coincide with
the new F -Line Rapid Ride.
MAINT. IMPACT: Minimal to moderate, depends on final maintenance agreement with King County Metro.
TOD grant of $468k with mitigation from Westfield S/C Mall of $500k for parking variance. WSDOT Regional
COMMENT: Mobility Grant of $4.7m with a required match of 20% that can include other grants, past expenses, and ROW
value of land dedicated by Westfield. King County Metro Federal Transit Authority grant of $1.1m.
FINANCIAL Through Estimated
in $000's
2012 2013 2014
2015
2016
2017
2018
2019
BEYOND TOTAL
EXPENSES
Design
953
271
1,224
Land (R/W)
407
463
870
Const. Mgmt.
671
671
Construction
44
4,637
4,681
TOTAL EXPENSES
1,360
778
5,308
0
0
0
0
0
0
7,446
FUND SOURCES
Awarded TOD Grant
468
468
Awarded Mobility Gra
64
550
4,121
4,735
Awarded KC FTA Grant
1,187
1,187
Mitigation Actual
500
500
ROW Donation
343
343
City Oper. Revenue
(15)
228
0
0
0
0
0
0
0
213
TOTAL SOURCES
1,360
778
5,308
0
0
0
0
0
0
7,446
0 Project Location
2014 - 2019 Capital Improvement Program
16
38
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2014 to 2019
PROJECT: Andover Park West (Tukwila Pkwy - Strander Blvd) *
DESCRIPTION: Study and implement revised channelization.
Project No. 98810404 Zone 1
JUSTIFICATION: Provide turn pockets and installing medians will reduce accidents and lessen congestion.
Major portion of Andover Park W at intersections are complete. Installing landscaped medians along
STATUS: length of project is scheduled for 2014. Coordinated with Tukwila Urban Center Transit Center ($7m)
and APW water improvements ($1.3m).
MAINT. IMPACT: Negligible, additional landscaping.
Project is on impact fee list. Design report in 1991 and updated in 2009. ACME Bowling mitigation of $111k
COMMENT: and Westfield Mall of $205k. Received State TIB grant of $1.42m. Partial match from APW water overlay for
$346k (see Water fund project).
FINANCIAL Through Estimated
(in $000's
2012 2013 2014
2015
2016
2017
2018
2019
BEYOND TOTAL
EXPENSES
Design
385
67
452
Land(R/W)
18
9
27
Const. Mgmt.
275
275
Construction
2,101
2,101
TOTAL EXPENSES
403
76
2,376
0
0
0
0
0
0
2,855
FUND SOURCES
Awarded TIB Grant
1,420
1,420
Proposed Grant
0
Mitigation Actual
316
316
Traffic Impact Fees
123
123
City Oper. Revenue
(36)
76
956
0
0
0
0
0
0
996
TOTAL SOURCES
403
76
2,376
0
0
0
0
0
0
2,855
2014 - 2019 Capital Improvement Program
17
39
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2014 to 2019
PROJECT: Andover Park W /Strander New Water Main Project No. 99840105
DESCRIPTION: Design and construct 2,100 LF of a 12" pipe along Andover Park West from Tukwila Pkwy to Strander Blvd.
JUSTIFICATION: Aging cast iron pipe and deficiencies under fire flow conditions.
STATUS: Coordinated with the Transit Center and Andover Park West street improvements.
MAINT. IMPACT: Improved service would reduce maintenance liability.
COMMENT:
FINANCIAL Through Estimated
(in $000's)
2012 2013 2014
2015
2016
2017
2018
2019
BEYOND TOTAL
EXPENSES
Design
108
57
165
Land (R/W)
0
Const. Mgmt.
177
177
Construction
1,212
1,212
TOTAL EXPENSES
108
57
1,389
0
0
0
0
0
0
1,554
FUND SOURCES
Awarded Grant
0
Proposed Grant
0
Mitigation Actual
0
Mitigation Expected
0
Utility Revenue
108
57
1,389
0
0
0
0
0
0
1,554
TOTAL SOURCES
108
57
1,389
0
0
0
0
0
0
1,554
2014 - 2019 Capital Improvement Program
65
40