HomeMy WebLinkAboutUtilities 2009-08-25 Item 3B - Bid Award - Reed Trucking and Excavating for Gilliam Creek Basin Stormwater OverflowCity of Tukwila
TO: Mayor Haggerton
UTILITIES COMMITTEE
FROM: Public Works Directoriri)
DATE: August 19, 2009
INFORMATIONAL MEMORANDUM
SUBJECT: Gilliam Creek Basin Stormwater Overflow
Project No. 03 -DRO9
BID AWARD
ISSUE
Award the bid for construction of the Gilliam Creek Basin Stormwater Overflow.
Jim Haggerton, Mayor
BACKGROUND
This project is not currently budgeted for construction until 2013 but is proposed for construction
in 2009 in response to the problems at Howard Hanson Dam. Additional flows from the dam
may lead to flooding in Gilliam Creek and affect the Tukwila Urban Center. This project will
construct an 18" overflow pipe along Strander Blvd between the intersections of Andover Park
West and Andover Park East. This overflow pipe will allow the Gilliam Creek Basin to drain to
the Strander Blvd Pump Station to reduce potential flooding associated with high river events.
The project was advertised for bids on August 5 and 12, 2009 and nine bids were received and
opened on August 19, 2009. Reed Trucking Excavating, Inc. is the low bidder with a bid of
$360,530.00. The engineer's estimate was $376,825.00.
ANALYSIS
The bids were reviewed and tabulated. No errors were found. Reed Trucking Excavating
Inc's references were checked and found to be satisfactory.
BUDGET AND BID SUMMARY (All amounts include sales tax.)
Bid Results Estimate *Budget
Construction 360,530.00 376,825.00 0
Contingency (20 72,106.00 75,365.00 0
Total 432.636.00 452.190.00 0
*Funding for this project is not programmed until 2013 and will come from the Surface Water Fund's
ending fund balance.
RECOMMENDATION
Due to the urgency of this project, the Council is being asked to award the construction of the
Gilliam Creek Basin Stormwater Overflow project to Reed Trucking Excavating, Inc. in the
amount of $360,530.00 at the September 8, 2009 Regular Meeting.
Attachments Bid Tabulation
CIP Sheet
W \PVd Eng \PROJECTS\A- DR Protects \03 -DR09 (Gilliam Creek Basin Stormwate: Overflow); Into Memc Bid Award doc
Owner: City of Tukwila
Project: Gilliam Creek Basin Sformwater Overflaw
Engineers: PACE Engineers. Inc.
ITEM ITEM OR
NO. TASK DESCRIPTION
,I
I,
2
3
4
1 5
6
7
I8
19
i 10
11
12
13
14
15
16
17
18
19
1 20
21
22
23
ROADWAY
11 -inch HMA 1/2" Patch
TRAFFIC CONTROL DEVICES
Traffic Control Devices
Loop Detector. 6 -foot Diameter
Plastic Arrow
Plastic Stripe
Raised Pavement Markers Type 1, Type 2
ROADSIDE DEVELOPMENT
Property Restoration
STORM DRAINAGE
Contractor- Supplied Surveying and Staking
Temporary Water Polution/Erosion Control
Mobilization
Resolution of Utility Conflicts
Pothotnq
Traffic Control Labor (Min, $35 /hr)
Uniformed Police Officer
Abandon Storm Drain Structure
Trench Excavation Protection
Storm Drain Pipe, 24 -inch Diameter
Catch Basin. Type 2, 54 -inch
Catch Basin, Type 2, 60 -inch with canal gate
Catch Basin. Type 2. 72 -inch
Connection to Drainage Structure
Plug Existing Storm Drain
Monument, Casing and Cover
Sales Tax included in Unit and Lump Sum prices per Rule 171
Gilliam Creek Bid Tab 8-19-09.xls
ENGINEER'S ESTIMATE
QUANTITY
NO. UNIT UNIT UNIT
UNITS PRICE COST PRICE COST
1,160 SY $6400 574,240.00 $60.00 $69,600.00
1 LS 57.000,00 37,000 00 $5,000 00 95.000 00 $10,000.00 I 510.000 00
2 EA 5400.00 5800,00 51,000.00 52,000.00 5740,00 51,480.00
13 EA $95,00 $1,23500 3170.00 02,210.00 $165.00 92.145
100 LF $3.00 5300.00 $6 50 $650 00 $7.00 $700.00
20 100 5185.00 $3.70000 $1.00 520.00 $510.00 $10,200.00
1 FA 55.000.00 $5,000.00 55,000.00 $5,000.00 35,000.00
1 LS 53,000.00 83,000,00 53,800.00
1 FA 02,000.00 32,000,00 $2,000.00
1 LS $35.000.00 535.000 00 530,000.00
1 FA 55.000.00 $5,000.00 $5,000.00
1 FA 52,300 00 $2,300.00 $2,300 00
350 Hour 1 535.00 512,250.00 $35 00
175 Hour 1 $80 00 514,000,00 550,00
1 EA 1 $500 00 5500.00 $2,500,00
1 LS 515,000.00 $15,000.00 55,000,00
1030 LF 0150,00 5154,500.00 1 5165,00
2 EA 54,500.00 89,000,00 11 $5,000.00
2 EA i t $10,200 00 520,400.00 1 $6,000 00
1 EA 1 59 000.00 59,000,00 $10,000.00
1 EA 51.000,00 $1,000.00 11 5500,00
2 EA 0300.00 5600.00 1
2 EA 5500,00 $1,000 00 5750 00
Subtotal $376,825.00 $360,530.00
TOTAL BID $376,825.00 5360,530.00
REED TRUCKING 8 r ARCHER CONSTRUCTION I SCI INFRASTRUCTURE LLC 11 RODARTE CONSTRUCTION I ROAD CONSTRUCTION NW MOSBRUCKER
EXCAVATING
UNIT UNIT UNIT UNIT UNIT
PRICE COST PRICE COST II PRICE COST PRICE COST PRICE
582,00 $95.120.00 871,50 082.940,00 575.00 $87,000.00 858,25 867,570.00 1 $62.00
53,800.00 $2,200.00
32,000.00 $2.000.00
$30,000 00 538,000.00
35,000.00 $5.000.00
52,300.00 $2,300.00
512,250.00 $45.00
58,750 00 $125.00
52,500.00 I $2,000.00
55,000.00 1 53,500.00
5169,950 00 11 5120,00
510,000.00 11 $5,700.00
$12.000 00 1 $9,420.00
510,000.00 1 $10,750.00
5500,00 11 52,150.00
5500.00 11 $670.00
$1,500.00 11 $930 00
11
$5,000 00
52,200 00
32.000,00
538,000.00
55,000.00
52,300.00
$15,750,00
$21,875.00
52,000.00
$3,500 00
5387,210.00
$387,210.00
BID TABULATION
$2.000,00
5725.00
$115.00
$16,00
5215 00
$5,000.00
52,000.00
52,000.00
515.000,00
$5,000,00
$2,300.00
$42.50
$55,00
$1,500 00
54,200.00
5123,60000 $200.00
$11.400 00 82,800,00
$18,840.00 1 $7,000.00
510,750.00 11 011,500,00
52.150,00 1F$2.000.00
51,340.00 1 $750 00
$1,860.00 1 5800 00
1
52,000.00
51,450,00
31,495,00
$1,600,00
$4,300.00
$9.000 00
$800 00
5200 00
317.00
510,00
35,000.00 II 55,000.00
$2,000.00
52,000.00
$15,000.00
$5,000 00
$2,300.00
$14,875.00
$9,625.00
$1,500.00
$4,200.00
$206,000,00
55,600,00
$14,000 00
$11,500,00
$2,000.00
$1,500.00
$1,600.00
$5.000.00
$2,000 00
548,000.00
$5,000 00
$2,300.00
542 00
575.00
$2,000 00
$100.00
5250.00
$5,000,00
59,000.00
$12,000,00
$6,000,00
5200 00
$500,00
$9,000.00
51.600.00
$2,600.00
$1,700.00
$200,00
$5,000.00 $5,000.00
$5,000.00
$2,000.00
$48,000.00
$5,000.00
52,300.00
514,700.00
$13,125.00
52,000 00
$100.00
$257.500.00
$10.000,00
518,000.00
$12,000.00
$6,000.00
$400.00
$1,000.00
5397,485,00 5504,225 00
$397,485 00 $504,225.00
56,000.00
$765 00
$165 00
$13.00
$355.00
$5,300,00
52.000.00
342,400,00
$5,000.00
$2,300.00
548.00
380.00
$1,400,00
$16,800.00
$270.00
$6,100.00
$10,000.00
$12,600.00
51.200,00
$500 00
$900.00
I.
56,000,00 1 1 52,400.00
$1,530,00 I $770.00
$2.145,00 $170 00
$1,300,00 $6.60
$7.100.00 1 $530 00
05,00000 '1 55,000.00
$5,300,00
$2,000,00
$42,400 00
$5,000 00
52,300.00
$16,800 00
$14,000.00
51,400,00
516,800.00
$278,100.00
$12,200.00
$20,000.00
$12,600 00
31,200.00
$1,000.00
51.800 00
$523,545,00
$523,545 00
53,700.00
52,000,00
$34,940.00
55,000.00
$2.300.00
$51.00
$55.00
53,065.00
53.000.00
$348 40
54,790.00
$10,039.00
816.054 00
33,134,00
$1,069.00
5160.00
CONSTRUCTION
COST
871.920.00
52,400.00
$1,540.00
$2,210.00
3660.00
$10.600,00
55,000.00
$3,700,00
52,000.00
$34,940.00
$5.000.00
$2,300.00
517,850.00
$9,625.00
$3,065.00
$3,000,00
$358,852.00
59.580,00
$20.078 00
$16,054.00
33,134,00
$2,178,00
5320 00
3586,006.00
5586,006,00
DONOVAN EXCAVATING 1fR. L. ALIA COMPANY
UNIT
PRICE COST
$85.00
$7,700 00
$760.00
$170.00
$7.00
$525.00
$5,000.00
$2,200.00
$2,000.00
$34,000.00
$5,000,00
52,300.00
$44.00
$87.00
$4,900,00
$16,200.00
$278 00
511,100.00
$15,200 00
524,100.00
$7,400.00
$900.00
$770 00
$98,600 00 1l $70.00
$7,700,00
$1,520,00
52,210.00
$700.00
$10,500 00
55.000,00
$2.200.00
$2,000 00
$34,000.00
$5,000,00
52,300,00
$15,400 00
$15,225.00
$4,900.00
$16,200,00
5286,340,00
$22,200.00 1
$30,400.00
$24,10000
$7,400.00
$1,800.00
51,540.00
$597,235.00
5597,235.00
UNIT
PRICE
$7,000,00
$735,00
$160.00
$6.00
5500.00
55,000.00
$3,500.00
$2,000.00
$58,000,00
55,000 00
52,300.00
543,00
$80.00
52,900.00
510,000,00
$234 00
$12.500,00
$18,000,00
575,000.00
$3,000 00
$500.00
$700,00
08/20/2009
COST
$81,200.00
$7,000,00
$1,470,00
$2,080,00
$600.00 1
510,000.00 I
$5,000.00
53.500,00
$2.000 00
$58,000.00
$5,000.00
$2,300.00
515,050 50
510,500.00
$2.900 00
$10,000.00
$241,020.00
325.000,00
536,000 00
$75,000.00
$3,000 00
51.000,00
51 400.00
$599,020.00
$599,020.00
PROJECT: Gilliam Creek Basin Stormwater Overflow
LINE ITEM: 412.02.594.38 PROJECT NO. 03 -DRO9
Provide storm drainage system to route Gilliam Creek basin outflow to the new Strander Boulevard storm
drainage pump, when the flap gates are closed at the Gilliam Creek outlet.
Reduces flooding at downstream properties by providing a method to drain the Gilliam Creek basin during
high river events.
DESCRIPTION:
JUSTIFICATION:
STATUS:
MAINT. IMPACT: Decreases need for emergency pumping.
COMMENT: Will reduce likelihood of roadway flooding at intersection of Andover Park East and Tukwila Parkway.
FINANCIAL Through Estimated
(in $000's) 2007 2008 2009 2010 2011 2012 2013 2014 BEYOND TOTAL
EXPENSES
Design 50 50
Land (RAN) 0
Const. Mgmt. 50 50
Construction 350 350
TOTAL EXPENSES 0 0 0 0 0 50 400 0 0 450
FUND SOURCES
Awarded Grant 0
Proposed Grant 0
Mitigation Actual 0
Mitigation Expected 0
Utility Revenue 0 0 0 0 0 50 400 0 0 450
TOTAL SOURCES 0 0 0 0 0 50 400 0 0 450
Project Location
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2009 to 2014
J
Monti
Crook
a N
m
0
Q
2a
2009 2014 Capital Improvement Program 153
Existing Storm
Drainage System
,0
Provide New I
Overflow Pipe I
StranderlBlvd
W'
Y
tit
a
0
Existing Storm
Drainage System
ro+I!
Cnnsirsen Rd
Puep'Slauon
i