HomeMy WebLinkAboutTrans 2009-05-18 Item 3A - Bid Award - Lakeside Industries for 2009-2010 Overlay and Repair ProgramTO:
ISSUE
City of Tukwila
INFORMATIONAL MEMORANDUM
Mayor Haggerton
TRANSPORTATION COMMITTEE
BUDGET AND BID SUMMARY
FROM: Public Works Director
DATE: May 14, 2009
SUBJECT: 2009/2010 Annual Overlay Repair Program
Project No. 09 -RW01
BID AWARD
Award the bid for construction of the 2009/2010 Annual Overlay Repair Program.
Jim Haggerton, Mayor
BACKGROUND
This project will provide roadway repairs and overlays on the 23 street segments listed on Page 2 of this memo.
The project was advertised for bids on April 30 and May 7, 2009 for 20 street segments and 4 additive items. The
specified basis of award that determines the lowest bidder is the bid amount for the 20 street segments identified as
the base bid. Bids were opened May 14, 2009. Six bids were received with the apparent low base bid of
$1,297,328.50 from Lakeside Industries. The engineer's estimate was $1,801,848.00.
ANALYSIS
The bids were reviewed and tabulated. No errors were discovered in the base bids or in the additive items (only the
additive items for the lowest bidder were checked). Lakeside Industries has successfully worked for the City on past
projects. Since favorable bids were received, the four additive items can be awarded and constructed within budget.
Bid Results Estimate Budget
Base Bid $1,297,328.50 $1,801,848,00
Additive Items 1 4 263,310.00 328.435.00
Subtotal $1,560,638.50 $2,130,283.00
2009 Construction Budget $1,200,000.00
2010 Construction Budget 1,000,000.00
Contingency (15 234,095.00 319,542.00 0.00
Total $1.794.733.50 $2.449.825.00 $2.200.000.00
RECOMMENDATION
The Council is being asked to award the construction bid for the 2009/2010 Overlay Repair Program, including the
Base Bid and Additive Items 1 4, to Lakeside Industries in the amount of $1,560,638.50 for consideration at the
May 26, 2009 Committee of the Whole meeting and subsequent June 1, 2009 Regular Meeting.
Attachments: Vicinity Map
Bid Tabulations (Base Bid Tabulation and Lakeside with Additive Items 1-4)
INFORMATIONAL MEMO
Page 2
The 2009 2010 Annual Overlay Repair Program list includes:
1. S 133 Street:
2. Corporate Drive N:
3. S 150th Street:
4. 33rd Avenue South:
5. 32 Avenue South:
6. S 130th Place:
7. S 144th Street:
8. S 130th Place:
9. S 115th Street:
10. E Marginal Way:
11. Upland Drive:
12. 51st Avenue S:
13. S 112th Street:
14. 34th Avenue S:
15. 41 st Avenue S:
16. 45th Place S:
17. S 138th Street:
18. S 148th Street:
19. S 146th Street:
20. S 131st Street:
21. S 142nd Place:
22. 41st Avenue S:
23. S 149th Street:
Lakeside Bid Results
Base Bid Schedule A
Additive #1 Schedule B
Additive #2 Schedule C
Additive #3 Schedule D
Additive #4 Schedule D
Sites #6 #8 107,731.50
Site #9 136,853.50
Adjust gas valve 4,550.00
Adjust private utility casting 14,175.00
Total $1.297.328.50 263.310.00
P:IPROJECTSIA- RW RS Projects109RWO1 2009 -10 Overlay\AwardMemo2009.doc
32 Avenue South to Tukwila International Boulevard
Andover Park West to west cul -de -sac
Military Road to Tukwila International Boulevard
S 132nd Street to S 130th Street
S 135th Street to S 133rd Street
56th Avenue S to 57th Avenue S (Additive Item No. 1)
Interurban Avenue S to east end
50th Place S to 56th Avenue S (Additive Item No. 1)
East Marginal Way to 42nd Ave S (Additive Item No. 2)
S 126th Street to SR -599 Bridge
Andover Park W to west cul -de -sac
S 138th Street to north end
West end to Tukwila International Blvd
S 135th Street to S 132nd Street
S 131st Street to S 130th Street
S 137th Street to S 136th Street
51st Avenue S (W) to 51st Avenue S (E)
Military Road to Tukwila International Blvd
Military Road to Tukwila International Blvd
41st Avenue S to 42nd Avenue S
Military Road to east cul -de -sac
S 139th Street to north end
West end to 57th Avenue S
1,297,328.50
1.560.638.50
2009 - 2010 Overlay Program
Vicinity Map
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
2009/2010 Overlay Program
Protect No 09 -RW01
Certified Bid Tabulation
�No 5N0c
Item
[ROADWAY
1 1 -07 Resolution of U1171v Con ll cis
2 1.09 Mo078za17on
1 3 1.10 Rioted Temooram TralOC Control
i 4 1- 101Trafl c Control Labor
5 2- 017CIear7no and Grubb no
6 2- 027Rem0v en Coma. Concrete Pavement
7 2 -02 ieemowna Pavement Marko.
2-02 diternowno Cement Concrule Curb
9 12 -03 7Unsul1461 ab1e Foundation Excavation Includ nn Haul
1
10 14 -041 Crushed Suda47r70 Too Course
11 1 5.041Pavemenl Reoa7r Excavation Includ■n Haul
12 1 504 I HMA C ass 1/2' PG 6422
13 1 504 7Thokened Edne
14 1 5.04 IHMA C ass 1/2' PG 64 -22 for Pavement Repair
15 1 5.04 7PIamn0 Beurnmous Pavement
16 15 -04 7 oineCmck Sea no
17 1 5.04 7Pavino Fahrlc
18 7 -12 1 Water Valve
19 B- 01 IE,OS!1Eros10n/Waler POl ut on Control
20 8.01 Intel Protec1on
21 I0 -04 Cement Cone Traffic Curb and Gutter
22 0.131Ad7ust Monument Case and Cover
23 1 820 7Tra000 Locoemenl
24 1 8.20 7Adlust Junction 00 804 Box to Grade
25 18.217Permznenl Smnmo
[STORM DRAINAGE
7 30 17 -05lAd us! Catch Basin
131 7.05 7 Replace Catch Bas n Grate
1 32 1 7.05 7 Plastic Catch Basin Markin
1 33 1 2.05 724" Frame with Cover
ISANII SEWER
134 1 7-05 7A076s1 Manhole
[TRAFFIC CONTROL DEVICE
35 1 5.09 Raised Pavement Marker. Tvoe 1
L 36 I B -09 Raised Pavement Marker. Tvoe 2
37 8- 221PIashc Traffic Arrow
38 B -22 Plastic Bicycle Lane Symbol
39 18 -22 Plastic Sloo Line
40 1 822 Plastic Crosswalk Line
41 1822 Plastic Line. 4-Inch
42 I B -22 Plastic Line. B-Inch
ROADSIDE DEVELOPMENT
43 7 8021 Proved,' Restomllon
44 1 8- 0510005 Resloralron
1 616
1
100
1
640
290
90
1 850
5 560
3 300
3.900
13 150
1
18110
1
99
640
26
1
SIDEWALK
26 7 8- 041Cemenl Cone Driveway Entrance 70
27 7 8- 141Cement Cone 570ewalk 60
2B 1 8141 Cement Gone 5lewalk Ramo 4008
1 29 I B -14 Icemen Ram Conc Sidewalk Ra 4A 3
20.1101
I Enn neer, Estimate 1 Lakeside Industries I Western AS0halt. Inc II ICON Materials 1
FA 5 1000015
L5 131.57015
S 000I5
HR 5 5015
LS S B 000 15
SY 5 50 I E
LS 1070015
LF 9 2015
CY 15 4075
TON 5 3015
CY 5 55 I
TDN 5 8015
LF 515
TON 0515
SY 5 315
FA 10.008
SY E 8
EA 9 300
FA 10 000
EA 75 9
LF .6 40
EA 5 400
EA 5 1000 5
EA 5 300 E
LS 4 500 E
SY 115 6018
SY I I 5 40
EA 3.000 I
9 5
EA II$ 300015
1 0 000 1 9 10 000 00 E 1000000
133 570 1 980 000 00 9 80 000 00 11
40 000 1 810000 DO 5 10 000 00 11
8080015 5000 5 8080000
5.000 7 5 3 500 00 S 3.500 00
500018 46 B0 5 468000
10700715 5 000 00 500000
12 800 1 5 11 20 7 168 00
1160075 100015 290000
2 700 1 5 52 50 1 5 4 725 0011
101.750 1 E 60 DO 1 E 111 000 00
52479375 6500 5 426 400 00
36 500 1 5 0 25 E 1.025 00
331 500 7 E 7200 200.80000
3945085 3251$ 42.73750
10 00071 5 10 000 00 10 000 00
144 88011 5 1 75 1 5 31.692 50
6 60011 5 250 00 1 5 ,500 00
10.000 510000001E 10 000 00
7.425 5 75 OD 1 9 7 425 00
25 600 E 16 50 1 6 10.560 00
1800 250 00 1 5 1 750 00
26.000 450 00 1 5 11700 00
600 200 00 1 5 400 00
4,00 44000015 4 400 00
1000000 10 000 00 15 10 000 00
68000 00 1 68 000 00 15 46.000 00 1
31 400 00 1 314000015 4000000
45 00 1 72 720 D0 5 5000
9.000 00 1 9 000 00 5 5.400 00
29 00 7 2.900 00 5 25 00
5.000 00 7 5.000 00 5 7 500 00
25 00 1 16 000 00 5 11 00
10001 290000 5 27 00 1
45001 4 050 00 S 50001
33 60 1 62 160 00 5 4500
71 50 469 040 00 S 69 00
1D0 6 30000 S 1D0
71 50 278850 00 S 71 00
350 4802500 5 400
10000 00 10 000 00 10 000 00
184 33 322 40 5 2001
29400 6.46B00 5 300 00 1
10000 00 10.000 00 5 10 00000
5000 4 950 00 5 71 00 1
23631 15 123 20 5 22 00 1
262 50 1 1 837 50 265001
472 50 I 12 285 00 480 00 I
210 00 7 42000 5 210001
11 025 00 1 1102500 5 4.500001
4.200 979015 6.85300 710215 50274015 530015
2400 5 415015 249000 520215 34812015 37.0015
15.000 5 14500015 6.700001 15225015 91350015 14500015
900011 5 1 700 00 1 5 5.100 00 1 1 417 50 1 5 4252 50 1 5 985 00 1 S
72 I EA 4001 E 2880011 5 350001 5 25200001 5 367 50 1 2E4600015 370001 E
23 I EA 50015 11 50011 5 1350015 3.10500!5 19175 15 3260251$ 213001E
15 1 EA 501$ 750 11 5 450015 6750015 47251$ 70075715 45 DD 15
3 1 EA 300 1 900115 3100015 93000115 3255015 976501$ 4520019
I 11 1 11 1 11 I
31 I EA II 40075 12 40071 3500075 10850008E 36750 5 11392508$ 375 DO I5
11 I I 1 11 11 I
3.560 EA 115 315 11 55011 5 20515 7.9130015 21515 82990045 2001E
550 EA 115 515 2750115 37015 2 035 0071 5 .189 5 2.13950115 40015
20 EA 1 1 5 100 1 5 2.00011 5 75 00 1 5 1 500 00 5 78 75 5 1.575 00 17 5 80 00 1 5
23 EA 1 100 1 5 /300 1 1 5 75 00 1 5 1 725 00 1 5 78 75 5 1 8 1 1 2511 5 00 00 15
470 LF II 515 235085 30013 1 4100071E 31515 1480501E 32015
1410 SF 1 5 815 11280115 30015 4 230 0011 5 315 5 444150/5 32015
400 LF 5 1 1 4 400 I I 5 0 90 I S 360 0011 5 0 95 I E 38000 1 5 1 00 5
8 690 LF 5 5 1 5 43 450 4 5 1 05 1 5 9 124 501 5 1 10 1 5 9 559 00 1 5 1 10 7 5
I II I I I I
FA 5 10.000 1 10 000 1 810 000 00 1 5 10 000 001 510 000 00 1 5 10000 90 7 5 10 900 00 1 5
LF 5 2 1 5 40.22011 5 1501 5 30165001 S 1 OD 1 5 20.110 001 E 2001 E
TOTALS I$ 1,801,84811 151,297,325501 1 51.315.26095 II
26 640 00
4 899 00 5
720 00 9
1 356 00 E
11 625 00 S
7200 DO
2.200 00 1
1 600 00
1 840 00
1 504 00
4
1200
400 00
9 559 00
KEG
,/1:111 LL 17L.007,
dam"
Prepared By
Data May 14 2009
Lak Pavina Co. LLC 11 WoodwortM1 S Co Inc II Watson Asphalt Payme Co I
Unit Cost Total Cost V Unit Cost Total Co. II Umt Cost Total Cost
10 000 00 10 000 00 1 5 10 000 00
46 000 00 7 72 250 00 2 72.25000
40 000 00 8 7.500 DO 750000
80 800 00 17 415015 67 064 00
5 400 00 77 8.50000 S 8 500 00
25000011 5000 5 500000
7 500 00 II 7E0 0015 7 500 00
04000 122015 7 808 DO
>83000i 10001E 522000
5 220 00 40001 3.608100
B3 250 DO 58 30 1 5 107.055 00
452 640 00 765015 501.8400011
7200 00 1 65 1 5 11045 00
276.90000 870015 339300001 1
51600 00 1 6 10 1 5 80.215 00 I
10 .000 00 71 10 000 00 1 5 1.000 001
36/20001 1757 31692501
8600 00 II 225 00 1 8 4,950 00 II
10.000 00 7 1 1 0 0 0 0 1 1 1 0 1 1 4 00
7.029 080
29 0017 40 00 1 5 3.960 00
14.08D00 1430 9.15200
1.855 0011 11 275 00 7 5 1.925 00
12 480 0011 535 00 7 5 13.910 00
420001 3500015 700001
4500 DO 11 85000015 8 500 oat
I
3710007 5 105 DD E 7350001
2.220 00 5 4500 2.70000 II
5.700 00 1 5 1.500 00 5 9 000 00 II
295500 5 1.800 OD 5 540000
1
3750D 1 27000 00
15000 3 450 00 5
4000 S 60000 5
60000 160000 S
4750015 1472500 5
I
17514 67550015
4 00 1 5 2.200 00 11 E
105001 s 210000115
1600015 368000115
1100 5 5.1700045
650 5 9.165 D0175
175 5 7000071
300 5 2607000115
10 000 00 1000000 5 10 000 00 10 000 00
5000000 50 000 00 980000015 98 000 00
95.00D00 45 000 00 50 000 D01 E 50.00000
4500 72720001E 50001E 8080000
250000 2500001$ 2.000 001E 2 000 00
37 00 3.700 00 1 5 52 00 1 E 5.200 00
6.50000 6 500 00 15 7.000 00 1 700000
1200 7650001$ 13001$ 8 320 00
3500 10150 00 1 5 5 00 1 1 450 00
2500 8750001E 60001E 5 400 00
6400 118.400 00 I E 56001 5 103 600 00
8200 5329200015 80001E 52460000
1 50 10.950 00 11 E 1 00 1 5 7100 00
8500 331.50000115 9000 351 000 00
325 49.31250115 3501 E 46.02500
10 000 00 1 10000 001 5 10 000 00 15 10000 00
2 25 1 40242 50 1 5 2 00 1 5 36.220 00
295 OD I 84900015 3500015 7700
10 000 00 1 10 000 00 1 5 10.000 00 1 5 10 000 00
25001 7.425 0011E 500015 4.95000
27 00 1 122800011 5 16001 5 10.24000
295001 2.06500115 3250015 2.27500
450 00 1 11.200 00 115 520 00 7 5 11520 00
200 00 1 400 00 115 250 00 1 E 500 00
4400001 4400001$ 4.500 OD I5 4500.00
42001 5 2 940 00112 110001E 7700 00
29001E 174000/5 460015 2 760 00
9500015 5 700 00 II 16000015 9.60000
850 00 1 5 2.550 00 II 5 1 900 00 18 5.700 00
1 11 1
39500 5 284400015 5000015 3800000
1350015 3.10500115 1500D S :1.45000 1
45001E 675 00 11 5 4500 8 67500
3100015 930 D011$ 700 OD 18 2.10000
I
3950075 12.245001 5000015 15.50000
1 1
20515 7 913 00
37075 203500
75001E 1.50000
75 00 1 5 1 725 00 0
30015 1 410 00 71
30015 4 230 00 1
0 90 1 5 360 00 1
1 05 1 5 9 124 50 II
1 I 1
20515 7 913 00
3 70 1 5 2 035 00
75 00 1 9 1.500 00
75 00 1 5 1 725 00
3001$ 1 410 00
3 Do 1 5 4.230.00
09015 36000
10515 9 124 50
1000000 10 000 00 5 100000071510000001E 1000000 100000075 10.00000
40.220 00 5 10015 20.11000115 10015 20 215 1 1 I 5 43 236 50
51.460.461.50 I $1,490,322.501`__ LEt,$fi$,B19.DD 1
CITY OF TUKWILA
DEPARTMENT OF PUBLIC WORKS
2009/2010 Overlay Program
Bid Tabulation for Additive Items
Eng'neer's Estimate
N
NO Item Quantity Unit t cost Total COSt
act Estimate
ROADWAY (Base Bid t 4 Ad tn. Items No. 1 41
1.07 IResolubon al Uhler COm.ls n FA .I8
/ashen LS 23 300 1 8 23 300 P
1.10 IPro.I Temporary Traffic Control LS 1000015 100001
1.10 ,Traffic Centro Labor
2-01 •Clearing and 0!E 500
702 .RemovmoC Cement Concrete Pavement 50 SY 50 15 2 500
S 1 0 3DOO
nD Cement Concrete Curb 20 1 E 1 400
Foundation Excavation Inc udino Haul CY 401$ 16001
2.03 MInsueable 4.04 Crushed SUrlannnToo Course
O
5.04 Pavement Repair Excavation Include Haul CY 55 14 17 050 I
MA Class lrz'PG 6422 I 1 06D TON BO I S 94000
5 04 IH s 1//2' PG 64-22 For Pavement HCOall 8. TON 6
vemenl 3 i s 1320
1 5 e Pa
nOCraacir Sealino
1A 69070 0 i 3 55 760 i
1 7.12
ter Pollution Control 1 FA .I
i 8-01 and Gutter 70
and Cover EA 400 i E
EA
S I 0.21 Sam. Smn 1 LS 15001E 1 500
IDEWALK
Cons Onvpvmv Entrance 0 1 E
27 1 0 -14 C nc Sidewa k 40 1 S
20 1 menl cons Sidewalk Ramo Tvoe 2
29 614 ICernen1Cenc walk Ramo Tvos 4A 0 I EA E 30001 E
400
STORM DRAINAGE I9
30 800 1 s
31 i 7-05 Menlace 32 I 7.051P c Bash Manono 4 EA a 0IE
33 I Cover 7 -05 12 am h o EA s 300 I s
SANITARY SEWER Is
4 1 EA I E 400 1 5 1 600
1 E
T na CONTROL DEVICES Is
35 I 869 tRaisse Pavement Marker Tvoe 1 820 EA 5 3 I 8 24
35 I 9 .a.setl Pavement Marker. Ty.2 EA
8.22 IP Symbol 150 i S
40 1 B-22 IPlasbc Crosswalk Line BO SF 5 8 I 3 64015
41 1 8.22 Plastic 1 n adnch 6 930 LF S 1 I S 69301 a
ROADSIDE LE s sIS
DEVELOPMENT
O la
43 I 0 -02 .Prooenv Resmrai
on
44 I s .$doe Reslorabn 3350 LF I s 21$ 6700
ADDITIVE ITEMS la
45 I 619 Admst Gas B 1 8.19 Admit Pnete Uc iro Cash. (Amnwe Item No 41 t 21 LA 15 400 I E B 600 00 t a
TOTAL ESTIMATED CONSTRUCTION COST 1 5 328,435 1
Total
Of All
Additives
unit Cost Quantity Tula Cost 0uanlily 0019100st Su0otel Cost UnIt Cos/ Total Cost
0 09
27 000 SO 00
COO SO 00
19 200 S50 00 64
00
2 340 $4600
I DOD SO 00
$11 20
$1000 1
1 050 552 50
13 600 60 00
71 391 S57 35 I
660 SBO 00
e BOD E 25 DO 1
SO DO
12198 SI 75
6T5 875 00
I 2617 SO DO
250 50 00
SO 00
$000
950
00
00 1
3 458 SO 1 CCM SO 00
1 500 1 00
5000
7017 1 $350 00
54D 1 5000
7201 SO 00I
-1
1 d 5350001
O
I 681 SO 00
SO Ou
-I SO OD
90 I SO 00 I
240 SO 00 I
6 237 1 $090 5
SO OO
O 00
5 025 Et 50 6
9 550 1 50 OD
141751 SO OD
203,311
SiJP 4 t
,F.,1111 \(OS,
Sc...D
S le Nos Sne Noe
S 13019 PI S 13041 PI
SO 00
250 Do
61.000 00
S3 200 00
0 0
0 00
SO 00
SO 00
6100 CO
50 00
900 00
sa 2 S11000
0
S3 50 00
SO 017
sU 00
So 00
515000
SD 00
SO 00
SO 00
SO DO
SO CO
SO 00
SO 00
SO 00
SO DO
S350 00
0 00
0 00
SO 00
570300
SO DO
SO 00
SO 00
SO 00
SO OD
346600
SO DO
SC 5900 0
300
D
530,908 00
S7 750 CM
S1 000 00
$6400 00
5500 00
SO 00
o Do
SO CO
5100 00
SO 0050
S30 307 SG 00
513600001
EC 0
$5 285 00
SD 00
SO OD
SO OD
ED MI
SO 00
So 00
50 D0
SO 00
SO 00
50 00
SO 00
S0 00
$000 II
50 00
50 00
$35000
x000
SO DD
SO 00
SO OD
SO 00
5000
661 Do
SO 00
53 D0
SO 00
SO oO
576.803.5011
AddNO e tom
Lakeside Industries B1d
0 00 O 00
0 00 S17 OM 00 1
oO DC 53.000 00
96000[ S50 017 192
1 000 D[ 61 500 00
0 D S. 00
0 00 t 000 00
0 00 SII 20 70
200 00 SIO 00 20
0 00 852 50
7.200 001 660 DO 190
38.369 501 567 35 490
110 00 SO 00 0
20.000.001 572 OD
3500001 51500 300
0 00 SO 00 0
0 00 00 0
0 00 50 00 0
150 CO 575 00 7
0 OD S18 OD 70
0 OM 50 00
0 OD SO DO 0
O OD SO DO 0
0 OD S950 OD
DC C
D OC 3 61300 00 t 1
I I
350 ON 535000
2 02, S135 001
224
0001 SO 00 0
1050 635000 1
DD 1
0 00 $205 82
0.00 s3 70
0 DO 10 DO 0
0 00 SO 00 0
0 001 S3 00 30
0001 $300 00
4 167 DO SO 90 2300
0 00 SD 00 0
0 00 60001
3 930
OD 50 I 730
0001
D 7101 50 CO 1 0
107731.501 1
Schedule C
S. No
511517 Slreel
SO OC
5 00C
$3000 OC 600 00
S1 500 0011
32 340 00
St 000 DO
I 5764 D0
D0 00
31..050 00
3300 14 001
3 Dot 5011
SO 00i
328 080 000
$4500 Dm
1 S 25011
$00011
SI 60 OM
3750 005
O OC
SO 00
S950 OC
30 OC
5C
51000 CO
31500 DC
SO 001
$350 001
3540 00
OC
SO 00
80 OC
5350 0011
SO CO
$1681 00
$407 00
SO DO
SO 00
590 00
5240 001
$2 070 00
SO 00
50 00
SO 00
st 095 00
$0 00
SO DO
50 DDII
Addia Item
No.
SO 00
S17.000 00
$3000 DO
5.600 00
1.500 O0
S1.000 001
6784 00
$200 00
51.050 00
400 001
533 001 50
SO 00
0001
00 001
91 56 2501
SO DO.
SO 00i
.25 001
51.260 017,
0 001
50 00
O 00M
8950 11
S3 457 505
S1 DOD DO
5 s 005
SO
O 001
0001
3.720 00
SO
8350 OC
00
.07 OC
SD OC
SO OC
$90 OCT
5240 OD11
52 070 ON
50 00m
SO 004
51095 000
so ow
Su 001
sus 8S 901
Schedule D
w, em ve
Items m 36
4
.75 DO 21
MCI 4 G
Si, fl.[.T\it.
II
II
II II 5
11 84 550 00
11 316175 01
$18,725.00