HomeMy WebLinkAboutC201A Final Bid TabulationBID TABULATION
BID TOTALS SUMMARY
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ENGINEER'S ESTIMATE:
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AVERAGE TOTAL BID AMOUNT:
TOTAL BID SPREAD AMOUNT:
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PO Box 88050
Tukwila, WA 98138
Total Price
$ 150,000.00
19,500.00
3,500,00
15,000,00
o iD
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1,560.00
$ 50,500.00
329,000.00
12,500.00
4,320.00
41,800.00
10,000.00
23,500.00
-- -- - - - - - -- -
15,000.00
21,500.00
3,61 2.00
$ 1,400.00
9,540.00
19,600.00
7,160.00
2,520.00
28, 308.00
$ 538,512.00
! $ 26,600.00
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$ 10, 000, 00
$ 28, 200.00
$ 349, 000.00
$ 48,000.00
$ 22,713.00
4,750.00
$ 101,472.00
1,367.00
$ 552.50
$ 21,280.00
$ 199, 31 4.00
$ 58,305.00
$ 268,875.00
Unit Price
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723T500.00 _
15,000.00
00'
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20.00
530.00
14.00
895,00
120,00
12,00
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l Total Price
150,000.00
20,000.00
$ 1,000.00
6,000.00
35,000.00
690,000.00
2,400.00
35,000.00:
$ 245,000.00
7,500.00
5,400.00
27, 500.00
10,000.00
00'000'51.
00'000'91.
i 20,000.00
5,418.00
350.00
4,050.00_
_$
7,000_00
_ $ 4,000.00
1,050.00
$ 9,436.00
$ 393,528.00
$ 15,200.00
27,600.00
$ 15,000.00
0
265,000.00
$ 1,000.00
11,356.50
$ 7,500.00
54,360.00
00'04E14 I,
00'501.'I.
09'L4 #'
147,640.0}
73,853,00
322,650,00
Unit Price
1 50,000.00
20,000.00
1,000.00
200.00
35,000.00
690,000.00
1,200.00
35,000.00
u i
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15,000.00
15,000.00
20,000_00
3.00
5.00
225.00
5.00
500.00
50.00
4.00
00'000'04
00'9 00'06
00'9
09'6
2.00
265,000.00
1,000.00
0.25
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8
Total Price
00`000`0tr
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sky 2,500.00.
Y
15,000.00
5,000.00
$ 1,060,000.00
2,000.00
25,000.00
245,000.00
9,000,00
4,500.00
$ 82,500.00
.$ 10,000.00
00 =000'9 G
00'000'0 ! $
25,000.00
- - 5,418.00
$ 700.00
5,400.00
$ 8,400.00
4,800.00
4,200.00
14,154.00
281,683.20
12,920.00
17,043.00
$ 6,800.00.
10,000.00
$ 7,050.00
$ 230,000.00
155,000.00
8 13,627.80
cJCO°
4,101.00
$ 663.00
14,840.00
$
110,730.00
58,305.00
$- 268,875.00
'
.�
150, 000.00
30,000.00
2,500.00
500,00
5,000.00
1,060,000.00
1 ,000.00
25,000.00
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25,000.00
3.00
10.00
300.00
6.00
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Engineer's Estimate i
Total Price
150, 000.00
$ 30,000.00
$ 1,500.00
21,000.00
13,000.00
992,230.63
00'000'001'
00'009' 1'
_$ - -- 329,000.00
7,500.00
4 500.00 1
82,500,00
10,000.00
22,000,00
15,000.00
35,000.00
7,224.00
700.00
6,300.00
7,000.00
4,000.00
10,500.00
11, 795.00
$ 621,360.00
28,500.00
19,320.00
20, 000.00
10, 000.00
26,085.00
$ 235,000.00 ,
22,000.00
$ - 22,713.00
750.00
$ 36,240.00
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13,000.00
992,230.63
800.00
100,000.00
47.00
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00'000`
35, 000.00
4.00
10.00
00.E -- - -- - - - - -�
00'090
500.00
600,00 1
5,00
16.00
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1.85
- - -- - - -- --
235,000.00
22,000.00
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item Description Qty. 1
Minor Changes 1
Limited Contractor Surveying 1
SPCC Flan
Utilit Potholin! MEM
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T • e B Pro. o+ ress ress Schedule
Mobilization MEM
Construction Site Sin(s) _ 2
Traffic Control Supervisor 1
Traffic Control Labor (Min. Ord $35.00 per hour) 7000
Construction Signs Class A 500
Sequential Arrow Sign 90
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Clearing and Grub bin - - -- - - 1
Roadside Cleanup 1
Removal of Structures and Obstructions 1
Removal of Fence 1006
Removal of Steel Casing 70
Removal of Catch [basin or Stomp Manhole 18
Removal of Storm Drain Pipe 1400
Removal of H Brant 8
Removal of Water Meter , 21
Removal of Water Line 2359
Roadway Excavation including Haul - 41424
pond Excavation Including Hail ' 1900
Embankment Fifl - Railroad 1380
Unsuitable Foundation Excavation Including Haul 1000
Removal of Contaminated Soil 1
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Suiatrade Pre *oration
[_S_ho__dn or Extra Excavation Class A
Shoring or Extra Excavation Class B
'Shoring or Extra Excavation Class B for Pump Station
.Gravel Ba dill for Walls
Construction Geotexiile for Underground Drainage
Construction Geotextile for Permanent Erosion Control
Crushed Surfacing Top Course
Surfacing Base Course
Sub- Ballast
HMA CI. 112 -INCH PG 64 -22
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$ ' 358,720.00
6,500.00
$ 34,500.00
$ 6,324.00
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26,800.00
$ 54,575.00
5,829.00
2,100,000.00
2,000.00
56,440,00
60, 720.00
13,100.00
$ 26 5,650, 00
$ 26,600,00
$ 71,484,00
$ 31,840.00
$ 10,320.00
$ 98,020.00
$ 528,000.00
$ 14,840.00
oz
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$ 307,840.00I
$ 176,000.001
' co., Q
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$ 4,620.00
$ 117,124.00
$ ' 62,160.00
$ 65, 650.00
$ 67, 760.00
$ 6,440.00
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$ 7,620.00
$ 4,230,00
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690.00
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1,760.00
2,120.00
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4,230.00
$ 354,000.00
$ 7,500.001
$ 37,500.00
10,540,00
41,750,00
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87, 000.00
28, 800.00
47,175.00
5,025.00
$ 1,885,000.00
5,000.00
83,160.00
45,760.00
13,100.00
$ 202,125.00
$ 26,600.00
38,640.00
19,900.00
6,450.00
104,400.00
00-004'94
00'00041.99
8,500,00
54, 420.00
259, 740.00
184, 800.00
197, 750.00
0
0
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127,852.00
66, 822.00
71,710.00
59,290,00
3,450,001
156,150.00
57,000.00
2,745.00
$ 4,500.00
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25.00
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500.00
135.00
620,00
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525.00
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1,870.00
2,300.00
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4,500,00
335,120.00
10,000.00
33,000.00
7,378.00
20,040.00
(1.00)
(1.00)
84,500.00
$ 29,480.00
61,975,00
6,063.50
1,905,000,00
3,500.00
47, 740.00
46,20(100
$ 14,410.00
$ 159,775.00
29,260.00
$ 42,504.00
$
21,890.00_,
$ 3,440.00
- -... ....92,890.00 i
$ 495,000.00
- - - - -- - -- - -
- - .- .- . -.... 14,000.00
$ 7,500.00
- 45,350.00
- - - 336,700.00
_$ -- 176,000.00
172,890.00
$ 60,000.00
$ 3,300.00...
$ 10.5,2.80.00_
$ 559,0552.00
$
63,125,00
$ 50,820.00
2,300.00
$ -- 201,260.00...
$ 50, 000.00
2,400.00
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1.10
67.00
90.50
1 ,905, 000.00 ;
350.00
77.50
525.00
1.10
415,00
1.10
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1,650.00
2,000.00
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60,00 ,00
15.00
80.00
76.00
125.00
- - - - - - -- - 12.01]
10.00
- - - -- - - -
58.40
2,500.00
800.00
9
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00.00Z91.
00'19
00'000+9
00 -000
00- 094'098
(1,00)
83,000.00
29,480.00
32,375.00
2,278.00
$ 1,706,600.00
$ 7,000.00
*: 49,280.00
36,080.00
14,410.00
$ 231,000.00
$ 29, 260.00
$ 85, 008.00
29,850.00
6,450_00
69,600.00
! 210,000.00
14,000.00
50,000_00
34,012.50
250,120.00
150,700.00
~ 149,160.00
60, 000.00
11,000.00
78, 960.00
31 ,080.00
65,650.00
33,880.00
3,450.00
131 ,860.00
80,00(100
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$ 5,000.00
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830.00
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700.00
2,000.00
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60,000.00
50.00
60.00
40.00
130.00
8.00
15.00
38.00
4,000.00
5,000.00
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As .halt Cold Patch
Commercial HMA
P1anin+ Bituminous Pavement
Tem•ara Pavement Patchin#
Job Mix Com.lfance Rice Ad'ustnient
Corn +action Prue Ad'ustment
Concrete Class 4000 for Bridge Abutments
St. Reinf. Bar for Bride Abutments
Precast Retaining Wall Cap
Minor Wail Precast Retaining Wall Cap
Furnish and Install Bridge Superstructure
Fixed Timber Bollard
Single Slope Concrete Barrier
Conc, Class 4000 for Concrete Barrier Wall
St. Reinf. Bar for Barrier Wall
:Cork. Class 4000 for Retaining Wall
St. Reinf. Bar for Retaining Wall
- - - -- ---------- - - - - -- - --
Modular Block Wall
Modular Block Gravity Wall
Prefabricated Draina.e Mat
Soil Nall - E.ox Coated
Soil Nail - Fnca.sulated
Soil Nail Verification Test
Soil Nall Proof Test
Concrete Fascia Panel for Soil Nall Wall
Shaft - 36" Diameter for Brid.e
Fumishin. Soldier Pile for Brid• e - W14x159
Removing Soldier Pile Shall Obstructions
Bridge Shaft Confirmatory Core Hole
Shaft - 24 ", Diameter
Furnishing Soldier Pile - W12x53
Furnrshin. Soldier Pile - W12x170
.,
Prefabricated Drainage Mat
Concrete Fascla Panel for Soldier Pile Wall
Permanent Ground Anchor for Bridge Abutments
Permanent Ground Anchor Performance Test for Bridge Abutments
Permanent Ground Anchor Verification Test for Bridge Abutments
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$_ 103, 350.00
$ 2,535.00
$ 4,230.00
$ 194,200.00
$ 12, 000.00
12,000.00
4,335.00
11,844_00
1,972.00
9,552.00
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4,163.00
$ 35,686.00
$ 102,575.00
1 14,022.00
1 $ 6,160.00
1 $ 24,928.00
$ 11 ,260.00
$ 7,866.00
$ 4,473.00
$ 18,240.00
$ 5,360.00
24,090.00
$ 2,500.00
$ 3,300.00
37,741100
$ 1,810.00
1 $ -- ---- - 2,220.00
$ - - 4,500.00
$ 4,730.00
-
$ 540.00 -
$ 11,480.00 _
$ 6,080.00
1 $ 3,075.00
$ 760.00
1 $ 52,440.00
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2,650.00
845.00
4,230.00
20.00
12,000.00
12,000_00
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485.00
495.00
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2,280.00
2,680.00
2,190.00
2,500.00
1,650.00
1,110.00
1,810.00
2,220.0#3
4,500.00
4,730.00
270.00
1,640.00
1,520.00
615.00
-
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$ 111,150.00
2,700.00
4,500.00
$ 213,620.00
v 30,000.00
30,000.00
2,650.00
6,909,00
1,856.00
7,980,00
00'009'5
00'009'01,
7,240.001
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$ 3,250.00
13, 530.00
5,600.00
- 24,928.00
13,051100
_ $ 10,350.00
8,946.00
20, 000.00
$ 6,000.00
0 #
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$ 2,600.00
$ 37,403.00
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2,000.00
-$- - - 8,400.00
4,800.00 _
$ 1,500.00
$ 1,400.00
$ 65,550.00
$ 87,144.00
$ 2,360.00
2,850.00
900.00
4,500.00
22.00
30,000.00
30,000.00
66.6.6..o.6.6
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76.00
145.00
2,500.00
3,000.00
2,500.00
3,500.00
1,300.00
1,100.00
T 2,400.00
3,000.00
00'001:9
00•009'8
1,000.00
1,200.00
1,200.00
300.00
0
97, 500.00
2,400.00
4,000.00
145,650.00
$ 15,000.00
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Ductile Iron Pipe, Special Class 52, Storm Pipe, 12 inch Diem.
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Reinforced Concrete Storm Sewer Pipe, C1. V, 18 inch Diann.
Storm Sewer Television Inspection
Storm Manhole Type 1, 48 inch Dam,
Storm Manhole Type 1, 54 inch Diam.
Storm Manhole Type 3, 48 inch Diem,
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Sp0 al Class 62 Ductile Iron Pipe for Water Main 8 Inch Diam.
Special Class 52 Ductile Iran Pipe for Water Main 12 Inch Diem.
1Special class 52 Ductile Iron Pipe for Water Main 18 Inch Diam.
2 -inch Blowoff Assernbly - -
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Gate Valve, 8 inch Diam. -
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Storm Trenchless Installation Plan
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Storm Jacking and Receiving Pits
Storm Steel Casing Pipe, 54 In. Diann,
High Density Polyethylene Pipe (HDPE), Storm Pipe, 18 inch Diem.
Removing Steel Casing Obstructions - - -- SWPPP Preparation and General Permit Compliance
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4,000.00
1,800.00
7,350.00
25,500.00
400.00
400.00
224,000.00
225,000,00
73,400.00
12,000.00
300.00
1,612.25
3,663.00
Q Q
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N
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1,040.00
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1,200.00
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650.00
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400.00
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400.00
224,000,00
225,000.00
73,400.00
12,000.00
300.00
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PSIPE Berberis thunbergii'Crimson Pygmy' CAtropurpurea nana')
(Crimson Pygmy Dwarf Barberry) 12" (Inch) Height or Spread, 3
Canes
PSIPE Arctostaphylos UVA -URSI (Kinnikinik 4 Bearberry) SP4
- - --------- - - - - --
Propert Restoration
Tree Frame and Grate
Cement Conc. Traffic Curb
Cement Conc. Traffic Curb and Gutter
Extruded Cement Concrete Curb Tie 6
Precast Concrete Dual -Faced Sloped Mountable Curb
Dewaterang System
Residential Driveway Apron
Industrial and Commercial Driveway Apron
,Raised Pavement Marker Type 2
Coated Chain Link Fence Type 1
Coated Chain Link Fence Type 3
Coated Chain Link Fence With Tap Rail Type 1
Coated Chain Link Fence With Top Rail Type 2
Coated Chain Link Fence, Retaining Wall Fencing - Type 1
Coated Chain Link Fence, Retaining Wall Fencing - Type 2
Coated Chain Link Fence, Retainin. Wall Fencin• - T +e 3
Coated End, Gate, Corner, and Pull Post for Chain Link Fence
Double 20 Ft. Coated Chain Link Gate
Monumen .e = Modified
Cement Concrete Sidewalk
Cement Concrete Walkway
Thickened Edge at Back of Sidewalk
Quarry Spells
-- ----- - -- -- --
Somi -Open Conc. Masonry dope Protection
TypeiMailboxSupport
Relocate Type IV N.D.C.B.U. {mailboxes"
IIllurnination System Complete
;Traffic Signal S stem Complete
Signal Interconnect System Complete
Permanent Signing
Relocate Permanent Traffic Sign and Post
Paint Line
Wide Paint Line
Plastic Crosswalk Stripe and Stop Bar,4 " *del
Plastic Traffic Arrow
Plastic Traffic Letter
Painted Bicyle Lane Marking - - --
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1 0,548,633.65
1 0,306,561.60
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10,273,004.28
10,728,806.38
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10,648,633.65
40
10,306,56160
10273,004.28
10,728,806.38
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110N Materials
'PO Box 88050
•Tukwila, WA 98138 •
Total Price
120.00
780.00
— _ 648.00
$ 332,901.56
340.0■
00'000"9
00.00+
0
o
0
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0
120.00
0.10
27.00 _
332,901.56
340.00
550.00
3,000.00
410.00
C.A. Carey Corp.
PO Box 1006
Issaquah, WA 98027
Total Price
57.00
7,800.00
3,OO6.4O
200,000.00
0
c,
8
tl
4,200.00
4,500.00
1 2,000.00
Unit Price
00
N:,-
0
1 25.00
200,000.00
2,000.00
D C
0 to
i
1 250.00
Scarsella Brothers, Inc.
'P0 Box 68697
Seattle, WA 98168
Total Price
120.00
234.00
3,600.00
332,500.00
0
0
0
0
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00'004 `
00'000` u
21 000.00
Unit Price
000.
0 0
1 50.00
332,500.00
888
0
0
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LO
250.00
Engineer's Estimate
Total Price
400.00
1,950.00
3,840.00
310, 000.00
0
0
6
0
0
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0 0
0 0
o 6
0 0
0 0
. e}
3,200.00
C L7
0 0
0 o
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0 0
0
0
0
0
500,00
2,000.00
400.00
D
al
II«
W
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Bicycle Detection Marker 1
Temporary Pavement Markings 7800
Pedestrian Handrail 24_
Stormwater Pump Station Complete 1
1Standpipe Piezometer Decommissioning 1
Bike Rack 6
Bench 2
l re ast Foil Bench Block 8
Item Description
Io
ip
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10,530,118.00
10,622,568.28
11,064,196.38
10,896,003.21
10,53O,118.60
1,622,668.8
11,0641 96.38
C?
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15
0
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Johansen Excavating, Inc.
PO Box 674
Buckley, WA 98321
Total Price
00'00916:11- $
00'000'091-
00'090}21,
00'00011,
00
v- 6
NO
o
c9.
1,900.00
54,900.00
$ 299,950.00
$ 2,675.00
$ 11,700.00
$ 26,325.00
$ 10,000.00
$ 28,700.00
$ 15,0O0.00
$ 51,350.00
0 00
co
C
$ 6,210,00
$ 18,900,00
4,120,00
4,935.00
$ 26,774.65
704,208.00
28, 500.00
$ 19,665.00
0a,
o
$ 14,100.00
$ 240,000.00
C3i c6
$ 57, 984.00
$ 2,460.60
$ 1,071.85
10,780.00
$ 117,004.70
$ 107,086.85
$ 286,116.85
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7,400.00
1,1 00,000.00
0
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10,000.00
28,700.00
1 5,000.00
' 51,350.00
Do
G7
345,00
13.50
515.00
235.00
0000
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240,000.00
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Mowat Construction, Inc.
PO Box 1330
111 oodlnville, WA 98072
Total Price
7 7
A
. .
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1 1
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Unit Price
Ceccantl, Inc.
4116 Rroakdale Road East
Tacoma, WA 98446
Total Price
0 0 0
C CU
00
O tfi
r
00'009'7
00'00L'
00'000'091,
00`000'06
1 ,600.00
3,500.00
$ 245,000.00
8,000.00
450.00
5,500.00
00'000'09
O0'0OO'O1,
0 0
C7 d
O 0
U Cr
r
00'090'1• $
00'0016 $..
0
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00
C} C
8,000,00
8,400.00
16, 513.00
$ 1,035,600_00
47,500.00
34, 500.00
25,000.00
10, 000.00
282,000.00
300, 000.00
6,000.00 _
4,542.60
100,000.00
45,300.00
2,734.00
$ 442.00_
$ 11,200.00
$ 147, 640.00
85,514.00
$ 268, 875.00
I
1.1'
150, 000.00
45,000.00
3,700.00
250.00
30,000,00
00.00
150, 000.00
00
00
c■ 6,
c
c
0000
0000
t,C] 6
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OO'000'09
00'000'01+
'o 0
0 0
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0 0
0 0
tCj LL-5
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0000
0000
N- +i7
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00'000'01.
00'96
+ryy 00��yy20.0,-y0 0
3,000.0
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truction, Inc.
NE Ste 101
)07
Total Price
150,000.00
50,000.00
0 0
o
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r
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Ci
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car 6,
1,450.00
21,000.00
$ 287,000.00
$ 6,000.00
$ 1,350.00
$ 2,750.00
10,000.00 _
35,000.00
15,000.00
146,500.00
O0'OLP" G
O9'9L9'L
- -- - - - - -- -- 3,330.00
5,950.00
3,200.00
$ 2,310.00
0
N 0
0,
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6, 64
$ 19,000,00
$ 20,700,00
c
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6,
40,000,00
$ 13,627,80
$ 4,70,00
$
45,753,00
$ 2,050,50
884.00
15,960.00 _
121,803.00
71,909.50
_$ - 267,082.50_
I_
150,000.00
50,000.00
1,600.00
600.00
00
C] D
G7
,-
725.00
21,€ 00.00
0000
o o
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10,000_00
35,000.00
15,000.00
146,500_00
0 0
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400.00
110,00
0000000000000
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Item Description I Qty.
'Minor Changes 1
Limited Contractor Surveying I 1
SPCC P{an 1
- -- -- - - - - -- - - - - - -- - - - - - -- -- --
Utility Potholing 0....
Ty-po B Progress Schedule 1
—--- - - - - -- - - - - -
Mobilization 1
Construction Site Sign(s) I 2
Traffic Control Supervisor - 1
Traffic Control Labor (Min. Bid $35.00 per hour) 700O
Construct {on Signs Class A 500
Sequential Arrow Sign I 90
Portable Changeable Message Sign 1100
Outside Agency Uniformed Police Flagging Labor
1
Clearing and Grubbing I 1
Roadside Cleanup 1
Removal of Structures and Obstructions 1
Removal of Fence 1806
Rerrrovel of Steel Casing 70
Removal of Catch Basin or Storm Manhole 18
Removal of Storm Drain Pipe 1400
Removal of Hydrant 8
Removal of Water Meter - -- - -- 21
Removal of Water Line - -- 2359_
Roadway Excavation Including Haul 41424
Pond Excavation Including Haul 1900
Embankment Fill - Railroad 1360
Unsuitable Foundation Excavation Including Haul 1000
Removal of Contaminated Soil 1
Subgrade Preparation 14100
Temporary Shoring Well 1
Shoring or Extra Excavation Class A 1
Shoring or Extra Excavation Class B 45426
Shoring or Extra Excavation Class B for Pump Station 508
Gravel Bacfill for Walls 1812
_Construction Geotextite for Underground Drainage 1 1367
Construction Geotextite for Permanent Erosion Control 221
!Crushed Surfacing Tap Course 560
Crushed Surfacing Base Course 7382
;Sub- Ballast 3887
HMA Ct. 1/2-INCH PG 64 -22 3585
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3,348,490.60
Won- responsive
3,348,490,60
GS 0
3,094,475.05
cis
$ 3,094,475.05
O i'
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Bid Tabulation:
O
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0
357,209.60
7,860,00
34, 500.00
10,013.00
25,885.00
(1.00)
(1.00)
$ 103, 500.00
ri 32,160.00
74, 000.00
4,690.00
$ 1,720,800.0
$ - 5,300.00
54,608.10
58,520.00
$ 33,250.00
' 113,988.00
36,81 5.00
4,300.00
' 113,100.00
$ 330, 000.00
11,200.00
$ ' 40,000.00
90,700.00
254,930.00
$ ' 247,500.00
$ 56,500.00
60,000.0
$ 42,900.00
125, 020.40
38, 850.00
25,250.00
- — 71, 995.00
- -- 2,300.00
$ 138,800.00
$ 54,000.00
o
c
6
0
-
c-)
Q
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D
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c+3
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',—
115.00
4.75
(1.00)
1,035.00
. �0 co
r--- o yQ�
ix
Q
1%-.
88.65
665.00
co
,r �ayi
,[� . wl
rxr�i 4//�.
Vf
r
•
•
• - -- - - - -- 20.00
-- - - --
26.50
/ ,0
}y
••
- - yob
1--
ya
C6 }
CD
co. W
*ma(-4
III1
1
7 7
7
,
F
1
$ 339, 840, 00
4,500,00:
33,000-00
8,432,00
25,050,00
(1,00)1
.
•
26,800.00
37,000.00
3,819.00
$ 1,600,000.00
2,500.00
92, 400.00
00'001:U ......_...._..._...
00-0091t 4
$ 134,750.00
$ 26, 600.00
42,504.00
21,890.00_'
6,450.00
$ 150, 800.00
$ 450,000.00
21,000.00
$ - 25, 000.00
204,075.00
- - - -- 96,200.00
$ 506,000.00
$ 226,000.00
$ 60,000.00
$ 16,060.00
$ - - 460,600.00
101,010.00
80,800.00
$ 84,700.00
$ 3,450.00
34,700.00
$ 20,000,00
$ 3,000,00
0
..,-
000000
COCCOC
oi 6
1 •Cr)
6 •qT
16 A-
(1.00)
750.00
D D
Q d
57.00
1,600,000.00
250.00
150.00
- - - -- -
200,00
1.00
Q##
L. C..
g A = C , .1
CV
##
C , 1 tri
0 Q
Q Q
C; C;
C Q
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0
C; C;
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0
Lri 6
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C. CP
a cii
#
a
d
160.00
20.00
15.00
00'000'4 -..
00'000'1.
00'01•
Q
8
T
$ 332,760.00
7,600.00
36,000.00
$ 8,432.00
23,380.00
(1.00)
(1.00)
118,500.00
26,800.00
44,862.50
6,700.00„
1,725,000.00
11,000.00
64,680,00
68,200,00
13,100.00
288, 750.00
26,800.00
46,368.00
22, 885.00
4,300.00
110,200.00
800,000.00
$ 11,200.00
40,000.00
86,165.00
$ 432,900.00
$ 247,500.00
$ 56,500.00
60,000.00
16,500.00
125,020,00
38,850,00
25,260.00
71,995,00
2,300.00
173, 500.00
52,000.00
11,100.00
$ 8,000.00
70.50
150.00
120.00
4.00
i t
1,725,000.00
1,100.00
1 05.00
775.00
1.00
750.00
1.00
24.00
f f
i
225.00
50,00
f
Ct
i
i
yF
yF #
50.00
2,600.00
3,700.00
,z,
6 2
2 ,
Is
8 5,
!..,_, ,2_,
int_91111111miliiiiiin
<
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Fixed Timber Bollard 10
Single Slope Concrete Barrier 616
Conc, Class 4000 for Concrete Barrier Wall 88
St, Re=ar. Bar for Barrier Wall MEM
Conc, Class 4000 for Retaining Wail NMI
St, Reinf. Bar for Retaining Wall 26600
Modular Block Wall EMI
Modular Brock Gravity Wail MENI
Prefabricated Drainage Mat
Soil Nall - Epoxy Coated
Soil Nall - Encapsulated 300
Soil Nall Verification Test 7
Soil Nall Proof Test 25
4585
Concrete Fascia Panel for Soil Nail Wall 9620
Diameter Shaft - 1100
Furnishing Soldier Pile for Bridge W14x159 1130
Removing Soldier Pile Shaft obstructions 1
Bridge Shaft Confirmatory Core Hole 220
Shaft - 4" Diameter 1316
Furnishing Soldier Pile - W12x53 ....... - -- 777
Furnishing Soldier Pite - W12x170 505
Lagging m
4235
Prefabricated Drainage Mat 230
Concrete Fascia Panel for Soldier Pile Wall 3470
Permanent Ground Anchor for Bridge Abutments 20
Permanent Ground Anchor Performance Test for Bridge Abutments 3
Permanent Ground Anchor Verification Test far Bridge Abutments 1
HMA CI. 1 -INCH PG 64 -22 Y�
Asphalt Cold PatchV
- - - ----- - - - - --
omrnerciat HMA
Planing Bituminous Pavement
Temporary Pavement Patching -
Job Mix Compliance Price Adjustment
Compaction Prue Adjustment
Concrete Class 4000 for Bridge Abutments
St. ate €nf. Bar for Bridge Abutments
Precast Retaining Wall Cap
Minor Wall Precast Retaining Wall Cap
Furnish and Install Bridge Superstructure
i V V
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$ 18,675.00
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8,372.00
68,724.00
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1,380.00
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Copper Pipe for Water Main, 2 inch Diam.
Special Class 52 Ductile Iron Pipe for Water Main 6 Inch Diann.
Special Class 52 Ductile Iron Pipe for Water Main 8 Inch Elam,
Special Class 52 Ductile iron Pipe for Water Main 12 Inch Diam.
Special Class 52 Ductile Iron Pipe for Water Main 18 Inch Diar i.
2 -inch Blowoft Assembly
Gate Valve, 2 inch Diam,
Gate Valve, 8 inch Diam,
Gate Valve, 12 inch Dian.
Butterfly Valve, 18 inch Dram.
Adjust Valle Box
Hydrant Assembly+
later Service Connection 1 inch Diem,
Private Water Service Line 3/4 inch Diann,
Reduce Pressure BacklowAssembly
Storm Trenchless Installation Plan
Storm Trenchless Installation Ground Movement Monitoring
:Storm Jacking and Receiving Pits
Storm Steel Casing Pipe, 54 In. Diem.
High Density Polyethylene Pipe (HDPE), Storm Pipe, 18 inch Diam.
Removing Steel Casing Obstructions
SWPPP Preparation and General Permit Compliance
High Visibility Fence
Temporary Water Pollution/Erosion Control Installation
Erosion!Water Pollution Control
ESC Lead
Seeding, Fertilizing, and Mulching
Top Soil Type A
--------------- --
Root Control Barrier
Lawn Sod
Bark Mulch
PSIPE Thuja occidentelis' maragd' (Emerald Green Arborvitae) 5'
(FT.) Height, 15 -18" (Inch) Spread, 18" Min. Bali
PSIPE Acer clrcinatu€n (Vine Maple) 4' (FT.) Height
PIPE Rosa ru osa'The ese t' R 'l" I I H ht 3
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PSIPE Amelenchier Alalnifalia (Serviceberry) 4' (FT.) Height,
Canes
PSIPE Ribes sanguineum (Red Flowering Current) 18 " -24 "(Inch), 4
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$ 25,000.00
30,060.00
2,860.00
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12,420.00
37,248.00
34,400.00
6,913.50
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8,320.00
2,182.50
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$ 1,116.00
6,140.00
$ 50,000.00
7,980.00
12,360.00
$ 480.00
$ 24,500.00
2,520.00
13,800.00
1 1,640.00
28,000.00
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1,000.00
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121,170,00
$ 2,000.00
1,350.00
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80,000.00
140,000.00
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Dewatering System
Residential Driveway Apron
Industrial and Commercial Driveway Apron
Raised Pavement Marker Type 2
Coated Chain Link Fence Type 1
Coated Chain Link Fence Type 3
Coated Chain Link Fence With Top Rail Type 1
Coated Chain Link Fence With Top Rail Type 2
Coated Chain Link Fence, Retaining Wall Fencing Type 1
Coated Chain Link Fence, Retaining Wall Fencing - Type 2
Coated Chain Link Fence, Retaining Wall Fencing - Type 3
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Traffic Signal System Complete
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4116 Brookdale Road East
Tacoma, WA 98446
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3,600.00
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7,200.00
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1,280.00
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$ 13,755.00
$ 152,845.00
$ 27,930.00
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24,760.00
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297,739.00
187,110.00
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$ 42,240.00
$ 237,472.20
$ 60, 062.10
70, 700.00
382,632.25
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$ 125,787.50
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$ 111,860.00
$ 62,160.00
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$ 162,855.00
$ 39,900.00
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$ 565,800.00
$ 77,000.00
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269,360.00
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236,170.00
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---
Job Mix Compliance Price Adjustrnen
;Compaction Price Adjustment
!Concrete Class 4000 for Bridge Abutments
'St. Reinf. Bar for Bridge Abutments
Precast Retaining Wall Cap
................
Minor Wall Precast Retaining Wall Cap
Furnish and Install Bridge Supersin.ucture
Fixed Timber Bollard
Single Slope Concrete Barrier
Cork, Mass 4000 for Concrete Barrier Wall
fit, Rein . Bar for Barrier Wall
Conc. Class 4000 for Retaining Wall
St, Rolnf. Bar for Retaining Wall
Modular Block Wall
Modular Block Gravity Wall
Prefabricated Drainage Mat
:Soil Nail - Epoxy Coated
Soil Nall - Encapsulated
Soil Nail Verification Test
Soil Nall Proof Test
Vertical Nails
Concrete Fascia Panel for Soil Nail Wall
Shaft - 36" Diameter for Bridge
Furnishing Soldier Pile for Bridge - W14x159
Removing Soldier Pile Shaft Obstructions
Bridge Shaft Confirmatory Core Hole
Shaft - 4" Diameter
Furnishing Soldier Pile - W12x53
Furnishing Soldier Pile - W12x170
Lagging
Prefabricated Drainage Mat
Concrete Fascia Panel for Soldier Pile Wall
Permanent Ground Anchor for Bridge Abutments
Permanent Ground Anchor Performance Test for Bridge Abutments
Permanent Ground Anchor Verification Test for Bridge Abutments
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243,721,00
55,000.00
46,000.00 ,1
4,335.00 j
9,870.00
2,320.00
11,940.00
5,250.00
6,800.00
5,430.00
3,406.00
42,571.40
77,304,25
18,550,00
5,600,00
_
21,287.20
9,535.50
5,609.70
15,655.50
20,160.00
5,490.00_
23,485.00
2,950.00
9{30.#60_
33,490.00
2,485.E
2,590_00
$ 3,965.{30
3,350_00
1,300.00
6,160.00
~ -
3,500.00
$
2,125.00
1,800.00
$ 46,977.50
59,911.50
1,475.00
1 2,215.00
275.00
10,310.00
25.10
55,000.00 _
46,000.00
8.50
10.00
10.00
15.00
1 50.00
850.00
30.00
26.20
32.30
41.45
75.00
70.00 l
64.90
105,95
40.65
3.50
2,520.00
2,745.00
2,135.00
2,950.00
o0
6cs'i
co
2,485.00
2,590.00
3,965.00
3,350.00
650.00
880.00
875.00
425.00
1,800,00
10.75
8.25
25,00
109,200.00
2,700.00
4,250.00
155,360,00
15,000.00
15,000.00
5,100.00
9,870.00_
3,480.00
12,736.00
10, 500.00
1,600.00
4,072.50
6,500.00
59,310.00
102,575.00
14,268.00
6,400.00
31,160.00
11,250.00
22,080.00
20,128.50
19,200.00
6,000.00
25, 850.00
3,000.00
1,200.00
30,600,00
2,200,00
2,500,00
4,250,00
3 4,000,00
3,500,00
5 4,725.00
5,800.00
1,1 25.00
3,000,00
52,440.00
65,358.00
1,180.00
2,800.00
900.00
4,250.00
16.00
15,000.00
15, 000.00 _
10.00
10.00
15.00
16.00
300.00
200.00
22.50
50.00
45.00
55.00
58.00
80.00
95.00
125.00
160.00
4.50
2,400.00
3,000.00
2,350.00
3,000.00
p o
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4,250.00
4,000.00
1,750.00
675.00
--_ 1,450.00
225.00
3,000.00 _
12.00
9.00
20.00
93, 600.00
3,000.00
5,000.00
213, 620.00
5,000.00
5,000.00
15, 300,00
29,610.00
5,800.00
21,492.00
17,500,00
3,200.00
4,525.00
5,200.00
64,582.00
104,44.0.00
14,760.00
-
6,400.00
25,584.00
13,500.00
9,660.00
5,367.60
20,000.00
7,400.00
34,100.00
5,000,00
2,000.00
25,500.00
0
0 0
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5,000.00
4,500.00 _
5,000,00 _
5,600,00 _
4,800,00
1,750.00
2,000.00 _
61 ,180.00
3 108,930.00
1,475.00
2,400.00
1,000.00
5,000.00
22.00
5,000.00
5,000.00
30.00
30.00
25.00
27.00
500.00
400.00
- - - -- -- - 25.00
40.00
49.00
56.00
60.00
80.00
78.00
1 50,00
70,00
1.20
2,500.00
3,700.00
3,1 00.00
5,000.00
1,000.00
750.00
3,000,00
3,800.00
5,000.00
4,56,00
2,500,00
800.00
1,200.00
350,00
2,000,00
1 4.00
1 5.00
25.00
{ 85, 800, 00
,7
3,300,00
10,000,00
194, 200.00
40,000.00
13,000.00_
8,160.00
17,766.00 _
3,248.00
15, 920.00
14,000.00
8,000.00
3,982.00
10660.00
68,536.00
135,145.00
24,600.00
11,200,00
29,192.00
11,970.00
9,246.00
4,473.00
35,200.00
9,200.00
46,750.00
4,250.00
1 ,400.00
52,700.00
- 3,850.00
4,100.00
4,800.00
5,600.00
3,000.00
- - 12,250.00
a
9,400.00
2,500.00
600.00
48,070.00
58,096.00
1,416.00
00'000`0V 1 4
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00'00643 - - - VA
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20.00
400.00
1,000.00
22.00
82.00
52.00
73.00
100.00
140.00
89.00
133.00,
67.00
1.00
4,400.00
4,600.00
4,250.00
4,250.00
700.00
1,550,00
3,850.00
4,100.00
4,800.00
5,600.00
1,500.00
1,750.00
2,350.00
500.00
600.00
11.00
8.00
24.00
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Permanent Ground Anchor
Permanent Ground Anchor Performance Test
Permanent Ground Anchor Verification Test
Shotcrete Facing
51 18 Bridge Settlementeisplacement Monitoring
SettlementiDisplacement Monitoring at Railroad Bridges
PVC Underdrain Pipe - 4-inch Diam.
PVC Underdrain Pipe - 5 -inch Diam,
PVC Drain Pipe - 4 -in Diam,
PVC Drain Pipe - 6 -inch Diem,
Wall Drain Cleanout
Yard Drain
'Gravel Backfill for Drain
Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, DR -35, 8 inch
Diam.
Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, 5011 -35, 12 inch
Diam.
Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, SDI -35, 18 inch
Diam.
Ductile Iron Pipe, Special Class 52, Storm Pipe, 8 inch Diana.
Ductile Iron Pape, Special Class 52, Storm Pipe, 10 inch Diam.
Ductile iron Pipe, Special Class 52, Storm Pipe, 12 inch Diam.
Ductile iron Pipe, Special Class 52, Storm Pipe, 18 'inch Diam.
'Reinforced Concrete Storm Sewer Pipe, CI_ V, 18 inch Diam.
Storm Sewer Television inspection
Storm Manhole Type 1, 48 inch Diann.
Storm Manhole -Type 1, 54 inch Diam.
Storm Manhole Type 3, 48 inch Diam.
Storm Manhole Type 3, 60 inch Diam.
Watertight Manhole Frame and Straps ^u
Catch Basin Type 1
Catch Basin Type 2, 48 inch Diam. _
Catch Basin Type 2, 54 inch Diam.
Catch Basin Type 2, 60 Inch Diam with Flow Resirictor
Pond Overflow Structure
Splash Basin
Combination Inlet
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8,636.00
4,830.00
62,748.00
$ 66,557.70
139,621.30
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19,300.00
1,250.00
4'1,12 -y€ , 10
18,700,00
6,241.50
5,200,00
5, 500.00
8 5,775.00
$ ' 25,000,00
$ 220,865.00
32,970,80
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25,000.00
$ • 10,920.00
y _
1,514.25
$ 20,852.00
9,376,00
10,480.00
3,967.50
11,551.751
376,50
3,712.00
2,911.60
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112.05
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1 ,245,00
1,995.00
3,860.00
250.00
55,21 .00
1,100.00
5,200.00
5,500.00
5,775.00
25,000.00
-- - -- -- - --
81 5,00
118.60
15,000,00
9,500.00
3.10
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22,000.00
9,652.00
6,900.00
59,760_00
5,430.00
1 $ 148,070.00
2,400.00
900,00
11,200.00
$ 13, 500.00
17,500,00
750.00
r! a■
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164,250.00
2,000,00
1,600.00
1,500.00
- 2,200.00
189,700 -00
45,670.00
00.000'1. 9
00'000' 91.
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25,000.00
1 0,920.00
1,110.45
25, 664.00
11,720,00
8,800.00
3,680.00
C.
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826,00
5,800.00
c
6,440.00
870.00
175.00
2,750.00
GD 6
O u7
170,00
2,400,00
450.00
1,400.00
2,250,00
3,500.00
150.00
5,000,00 _
800,00
450,00
2,000.00
1,600.00
1,500.00 _
2,200.00
E 15,000.00
1,000.00
0
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4,400.00
16,000.00
8,382.00
$
5,704.00:
$ 61,752,00
43,956.00
ix,
1.0.
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3,700.00:
900.00
200, 00
11,220.00
co #
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49,600,00
14,450.00
7,300.00
4,000.00
t§.
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184,009.00
48,538.80
15,000.00
-- -- - - -- --
_...20,000.00
$ 25,000.00
16,800.00
$ -- 3,028
23,258,00
10,987.50
4,400.00
3,220,00
14,840.00
5,152.00
480.00
3,770,00
1,508.00
2,737.00
L - 986.00
00,000`
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450.00
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4,300.00
400.00
C7
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20.00
4,000.00
3,000.00
5,000.00
14,000.00
679.00
174.60
15,000.00
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20,000.00
2.00
30,000.00
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8,50 i
3,520.00
4,800.00
12,700.00
5,520.00
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1 $ 152,425.00
2,100.00
1,1 00.00
11,200.00
a 13,500.00 ,
18,750,00 ;
1 ,625.00
41,600.00
34,000.00
8,395.00
4,400.00
1,800_00
4,000.00
40, 000.00
192,410.00
58,380,00
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7,300.00
80,000.00
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3,432,30 ,
21,654.00
10,987.50
a 4,400.00
3,105.00
44,310.00
5,313,00
495,00
3,770.00
a 1,508.00
2,898_00 -.
1,044.00 1
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2,100.00
550.00
1,400.00
2,250.00
3,750,00
325.00
5,200.00
2,000.00
23.00
4,400_00
1,800.00
4,000.00
40,000,00
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80,000.00
25,000.00
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Controlled Density Fill (CDF) for Trench Sackffli
Connect to Existing Water Main YW
Copper Pipe for Water Main, 2 inch Diam.
Special Olass 52 Ductile Iron Pipe for Water Main 6 Inch Diem.
Special Olass 52 Ductile Iron Pipe for Water Main 8 Inch Diam.
Special Class 52 Ductile Iron Pipe for Water Main 12 inch Diam,
[Special Class 52 Ductile Iran Pipe for Water Main 18 inch Diam.
2 -inch Biowoff Assembly
Gate Valve, 2 inch Diem.
Gate Valve, 8 inch Diam.
Gate Valve, 12 inch Diem,
Butterfly Valve, 18 inch Diam.
Adjust Valve Box
- - -- ------ - - - - --
Hydrant Assembly
Water Service Connection 1 inch Diam.
Private Water Service Line 314 inch Diam.
Reduce Pressure Backflow Assembly
Storm Trenchless Installation Plan
Storm Trenchless Installation Ground Movement Monitoring
Storm Jacking and Receiving Pits
Storm Steel Casing Pipe, 54 In, Diam,
High Density Polyethylene Pipe (HOPE), Storm Pipe, 18 inch Diam.
Removing Steel Casing Obstructions
WPPP Preparation and General Permit Compliance
High Visibility Fence
Temporary Water Pollution/Erosion Control Installation
Erosion/Water Pollution Control
ESC Lead
Seeding, Fertilizing, and Mulching
Top Soil Type A
Root Control Barrier
Lawn Sod
Bark Mulch
r IPE Prunus serrulata Royal Eurgundy {Rural Burgundy Cflerry)
2 "(Inch) Caliper
PSIPE Thuja occidentalis'Smaragd' (Emerald Green Arborvitae) 5'
(FT,) Height, 15 -18" (Inch) Spread, 1 " Min. Bali
PSIPE Auer drcinatum (Vine Maple) 4' (FT.) Height
PSIPE Rosa rugosa'Therese Bu net (Rose) 16" (Inch) Height, 3
Canes
PSIPE Amelanchier Alalnifolia (erviceberry) 4' (FT.) Height, 6
Canes
PSIPE Ribes sanguineum (Red Flowering Current) 18 "- 24 ",(In 'i), 4
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20,080.00
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- 12, 978.00
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25,284,00
1 ,623.60
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35,589.30
32,880.00
6,600.00
$ 16,380.00
10,520.00
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$ 8,208.00
12,978.00
540.00
$ 27,440.00
1,800.00
12,880.00
37,830.00
34,400,00
6,600.00
17,500.00
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$ 1,750.00
$ 100,975.00
11,000.00
$ 1,440.00
7,350.00
$ 16,500.00
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$ 225.00
$ 110,000.00
$ 175, 000.00
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110,000.00
175,000.00
40,000.00
Q Q
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cA
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4,264.00
25,000.00
24,000,00
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$ 6,840.00
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11,200.00
1,100.00
$ 2,500,00
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$ 114,000.00
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$ 1,032,00
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1,800.00
114,000.00_
184,000,00
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4,264.00
25,000.00
24,000.00
2,310.00
67,690,00
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$ 10,260.00
$
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31,360.00
$ 2,304.00
$ 15,640.00
$ 16,296.00
$ 25, 600.00
3,300.00
22,400.00
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137,326.00
8,500.00
1,360.00
6,720.00 _
24,000.00
800,00
600.00
$
115,000.00
182,000.00
$ 45,000.00
$
15,000.00
500,00
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3,250.00
984,00 ;
336.00
$ 624.00
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32.00
105.00
1,100.00
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400.00
600.00
115,000.00
162,000.00
45,000.00
15,000_00
500.00
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PSIPE Berberis thunbergii'Crimson Pygmy' ('Atrapurpurea nano')
(Crimson Pygmy Dwarf Barberry) 12" (inch) Height or Spread, 3
Canes
PSIPE Arctostaphylos UVA -URSI (Kinnikinik - Bearberry) # P4
Property Restoration
Tree Frame and Crate
Cement Cone, Traffic Curb
Cement Conc. Traffic Curb and Gutter
Extruded Cement Concrete Curb Type
1Precast Concrete Dual -Faced Sloped Mountable Curb
Dewatering System
Residential Driveway Apron
Industrial and Commercial Driveway Apron
Raised Pavement Marker Type 2
Coated Chain Link Fence Type 1
Coated Chain Link Fence Type 3
Coated Chain Link Fence With Tap Rail Type 1
Coated Chain Link Fence With Top Rail Type 2
Coated Chain Link Fence, Retaining Wall Fencing - Type 1
Coated Chain Link Fence, Retaining Wall Fencing - Type
Coated Chain Link Fence, Retaining Wall Fencing - Type 3
;Coated End, Gate, Comer, and Pull Post for Chain Link Fence
'Double 20 Ft, Coated Chain Link Cate
Monument Type B (Modified)
:Cement Concrete Sidewalk
Cement Concrete Walkway
Thickened Edge at Back of Sidewalk
Quarry Spalls
Semi -Open Cork. Masonry Slope Protection
Type I Mailbox Support
Relocate Type IV t .D.C.B.U. (mailboxes)
Illumination System Complete
Traffic Signal System Complete -- Signal Interconnect Interconnect System Complete
Permanent Signing
Relocate Permanent Traffic Sign and Post
.................
Paint Line
Wide Paint Line
Plastic Crosswalk Stripe and Stop Bar (24" wide)
Plastic Traffic Arrow
Plastic Traffic Letter
Painted Bicyle Lane Marking
c'..1
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11,111,822_18
1 0,247, 019.66
11,782,987.92
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11,111 ,822.1 8
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10,247,019,66
04
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rl, Inc.
501
Total Price
$ 123.00
$ 234.00
3,0{ 4.00
265,030,00
2,500.00
4,500.{0
4,000.00
4,000.001
w•
1 23.00
0,03
150.00
265,000.00
2,500.00
750.00
2,000.00
Rodarte Construction, Inc.
17 East Valley Hwy.
Auburn, WA 98092
Total Price
1,000.00
2,730.00
00'000 °ODE S
00'00I9 -
$ 3,000.00
$ 5,100.00
2,600.{0
5 24,000.00
Unit Price
c Lc)
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0
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225.00
300, 000,00
o
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0
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0
n-i,
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1,300.00
3,000.00
'uct €on Co.
fHw.N., Suite A
31
Total Price
130.00
$ 7,800.00
2,640.00
250,228.00
a o
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$Q r}5,000_00
$ 20,000,00
Unit Price
130.00
1.00
110.00
250,228.00
1,500,00
1,800.00
2,500.00
2,50.001
Atkinson Construction
707 Grady Way, Sulfite 500
Renton, WA 98027
Total Price
125.00
3,120, 00
$ 1,440.00
$ - 325, 000.00
1,050.00
$ 6,000.00
3,800.00
5 5,200,00
0
a.
m
125,00
0.40
60.00
325,000.00
o 0
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CI
Pedestrian Handrail 24
Stormwater Pump Station Complete 1
Standpipe Pieometer Decommissioning
Bike Rack 6
Bench
!Precast Full Bench Block 8
item Description
Bicycle Detection Marker
Temporary Pavement Markings
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cost
1
1
12,066,944.92
11,478,416.49
11,409,920,18
c#s
10,592,754.66
c4`r
12,066,944.92
11,478,416.49
11,409,920.16
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10, 592, 754.66
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BID TABULATION
SCHEDULE SUMMARY
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BID Amount
CO C,0
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Q
9
0
0
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10
4
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0
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L. • 114
ILI CU
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138
Total Price
► 10,000.00
4,074.74
'15,190.00
$ 5,040.00
$ 14,535.00
1,760.00
• 0
c
co
co
00'0LL`0 G -
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755,00
1,290.00
1 , 425.00
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I $ 16,237.50
$ 6,400.00
co
, c*
$ 2,539.50}
7-$"-- 24,500.00
100'0tL° 4
9,220.00
o
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$ 256,200.001
r-
I
15,000.00
Unit Price
10,000.00
4,074.74
2,170.00
1,260.00
ID
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7 - 755.00
645.00
425.00
O
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24,500.00
915.0
0
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15,000.00
P.
18027
Total Price
10,000.00
50,000.00
1,750.001
$ 1,500.00
$ 8,550.00
$ 1,100.00
22,200.00
13,200.00
$
0
d
0
1,200.00
500.00
0 W
0
$ 16,523.00
$ 23,815.00 1
7,360.00
$ 74,945.00
31 ,625.00
0
0
06
26,000.00 1
0
0
0
$ 15,000.00
12,000.00
0
0
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$ 43,050.00
-1 , 000.00
"t-
a„
m
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0 !0
r;
250.00
375.00
0 6
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_.........3,700.00
4,400.00
o
0
0
0
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1,200.00_
250.00
O
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C3}
c*}
r
-
115.00
<0
125.00
2.00
_....26,000.00
1,700.00
1 5,000.00
1 2,000.00
O
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r
150.00
p 00'00019L,
Iers, Inc.
168
Total Price
0 C.
0 .,—
0
0 .
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Cf f}
3,500.00
3,000.00
5,130.00
1,100.00
20,100.00
$
12,750.00 j
O
0
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0
i
0
$ 750.00
$ 2,000.00
0.01
$ 16,288.80
CD
r
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4,800.00
(
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ca
c6
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33,459.25
4,232.50
$ 20,000.00
$ 2,000,00
$ 3,500.00
$
0. 0
0
C7
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238,000.00
$ 26,174.40
- 15,000.00
[Unit Price
C0 0
0 0
0.
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C6
500,00
750.00
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0 0
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3,350.00
4,250.00
0
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750.00
1,000.00
1 650.00
0
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20,000.00
2,000.00
3,500.00
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Engineer's Estimate
Total Price
NI0
0,
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00.008` $
00'006'V $
$ 3,420.00
$ 1,100,00
....... 30, 00 0.00
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$ 500.00
1,000.00
00
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in
b`}
$ 25,420.00
27,062.50
$ 7,680,00
$ 77,251.00
$ 31,878.00
$ 5,925.50
$ - 15,000.00
0
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0
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0
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$ 45,000.00
$ 350,000.00
0
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$ 15,000.00 I
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10,000.00
82,946.70
00'0 t,
00'00.
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5,000.00
0
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500.00
500.00
500.00
0
0
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12.50
0
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126.00
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45,000.003
— - 1,250.003
O
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15,000.00 1
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Item Description
Minor Changes
Mobilization - --
Utility Potholing
Removal of Sanitary Sewer Manhole
Removal of Sanitary Sewer Pipe
Removal of Steel Casing.
r.Jng Uounty� Sewer Manhole Type A, 48 inch
Diam.
King County, Sewer Manhole Type A, 60 inch
Diem.
King County Sewer Special Manhole, 84 inch
Diam.
Watertight Manhole Frame and Straps
Adjust Manhole
Iechannel Existing Manhole
--------- - - - - --
TC for Select Trench Backfll and Pipe
Bedding
!Gravel Borrow for Trench Backf€il
!Controlled Density Fill (CDF) for Trench Backfill
:Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
DR -35,18 inch Diem.
..........
Ductile Iron Sewer Pipe, Special Class 52, 18
inch Diam.
Sewer Television Inspection
Temporary Accommodation of Wastewater Flow
Sewer Trenchless Installation Plan
Sewer Trenchless Installation Ground Movement
Monitoring
Sewer Jacking and Receiving Pits --
Sewer Steel Casing Pipe, 54 In. Diam. 1
High Density Polyethylene (HDPE) Sewer Pipe,
18 inch Diem
Removing Steel Casing Obstructions 1
6
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vating, Inc.
131
Total Price
$ 10,000.00
20,000,00
3,150.00
$ 2,500.00
8,550.00
3,960.00
1 00'089' I•
00
0
0
cV
00
(.
760,00
970.00
$ - --_......... 1,125.00
20,653.75
27,062,60 I
8,320.00
62,262.00
27,703.50
$ 3,978.551
0
0
o
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0
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0
0
7
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0
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10,000.00
20,000.00
450,00
- - --- - - - - -- -0.00
0 0
c o
0
c*7
0.15
00'009`9
760.00
485.00
0
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,,-
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12.50
0
0
6
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0
0
'f
40
109.50
2.35
00'000'01.
0
0
0
0
C_
11,150.00
F 21,450.00
0
0
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co
165.50
15,000.00
Mowat Construction, Inc.
PO Box 1330
.Woodinville, WA 98072
Total Price
1 f
1 1
# 1
1
1
1
1
7 1
1
1
k
1
1
1
1
1
7
7
1
7
1
1
Unit Price
Road East
X446
Total Price
$ 10,000.00
........ 1 ,500.00
1,750.00
1 $ 800.00
5,985.00
1,650.00
o 0
i
00.000`g
$ 800.00
$ 700.00
$ 250.00
Co
C-1
0
CTS
L6
6,400.00
$ 51,885.00
20,240.00
$ 5,079.00
O
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$ 5,600.00
$ 5,800.00
170,800.00
Unit Price
10,000.00
1,500.00
250.00
200.00
5,000.00
00-000'01,
800.00
350.00
250.00
C
12.00
C
..-
O
12,000,00
1
1,800.001
5,600.00
5,600.00
iQ
180.00
O_
struction, Inc.
Ern Suite 101
8007
Total Price
10,000.00
$
25,000.00
4,200.00
200.00
Y 2,778.75
880,00
3,300.00
8,550.00
o
1.0
....
1,700.00
$ 800.00
C
CO
Ct.
Lo
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CT)
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$ 5,760.00
oi
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25,806.00
v-
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co
0
0
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$ 1,500.00
$ 7,500.00
0
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$ 184,800.001
$ 31,570.00
C
O_
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Unit Price
00,000,6
00'000;0
C O
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C"i CO
0
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O
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C 1
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11,500,00
1,700.00
400.00
0
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00'9
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C'w1
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Item Description
Minor Changes
Mobilization
Utility Potholing
Removal of Sanitary Sewer Manhole
Removal of Sanitary Sewer Pipe
Removal of Steel Casing
Shoring and Extra Excavation Class 8
...........
Winn f'_nlrnthr A.. nhnba Tuna ❑ d0 ir,,'h
King County Sewer Manhole Type A, 60 inch
Diann.
King County Sewer Special Manhole, 84 inch
Diam.
Watertight Manhole Frame and Straps
Adjust Manhole - -
rechannel Existing Manhole
CSTC for Select Trench Backfill and Pipe
Bedding
Gravel Borrow for Trench Backfill
Controlled Density Fill (CDF) for Trench Backfill
Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
SDR-35,18 inch Diam.
Ductile Iron Sewer Pipe, Special Class 52, 18
inch Diam.
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Sewer Trenchless Installation Plan - -- -
Sewer Trenchless Installation Ground Movement
Monitoring
Sewer Jacking and Receiving Pits - - --
Sewer Steel Casing Pipe, 54 In. Diam. - -
High Density Polyethylene (HOPE) Sewer Pipe, -
18 inch Diam
Removing Steel Casing Obstructions
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BID TABULATION
SCHEDULE SUMMARY
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ICON Materials
PO Box 88050
Tukwila, WA 98138 •
Total Price
2,520,00
1,840,00
$ 6,972.00
4,290.00
$ 2,886 .00
8,460.00
1,650.00
1,830.00
' 425.00
$ 6,688.00
$ 5,400.00
$ 1,000.00
345.00
$ 5,152.00
0
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1,100.00
- 1,188.00
' 7,857.00
4,427.00
10,000.00
Unit Price
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2,880.00
2,820,00
1,650.00
1,830.00
425.00
11.00
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C.A. Carey Corp.
PO Box 1006
Issaquah, 1I WA 98027
Total Prue
-- 750,00
1,150.00
5,810.00
$ 3,300.00
$ 3,500.00
$ 9,900.00
4,000.00
2,000.00
$ 900.00
0
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$ 7,920.00
1,250.00
0
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$ 12,815.00 3
$ 10,000.00
Total Price I Unit Price
1,500.00 375.00
690.00 10.00
2,324.00 I 10.00
3,300.00 0.50
$ ^
0
0
0
;;i
0
0
0
1,850.00 4,000.00
$ 2,000.00 2,000.00
$ 650.00 900.00
7,782.40 13.00
$ 7.20 11.00
750.00 125.00
1,500.00 1 450.00
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$ 8,032.50 42.00
$ 10,603.80 75.00
$ 1,265.00 1,100.00
$ 1,485.00 2.00
12,804,00 65.00
10,252.00 55.00
10,000.00 10,000.00
)thers, Inc.
7
8168
Unit Price
750.00
6.00
0 0
0
3,175.00
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1,850.00
2,000.00
650.00
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400.00 1,265.00
$ 2,079.00 2.50
$ 3,492.00 44.00
10.00 $ 2,330.00 44.00
Eq. Adj. 10,000.00 10,000.00
Engineer's Estimate
Total Price
$ 700.00
460.00
2,324.00
3,300.00
$ 15,000.00
$ 400.00
500.00
500.00
12,160,00
Unit Price
350.00
4.00
0 0
5,000.00
5,000.00
400.00
500.00
500.00
20.00
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400.00
3.50
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Item Description
Removal of Sanitary Sewer Manhole
Removal of Sanitary Sewer Pipe
Removal of Side Sewer Pi. e
Shorin. and Extra Excavation Class B
City of Auburn Sewer Manhole Type 1, 48 inch
Diam.
City of Auburn Sewer Manhole Type 3, 48 inch
Diam.
212p Manhole Connection
Connect to Existing Manhole
Rechannel Existing Manhole
or OVIV4.1. I iCli,11 Baccfiii and Pipe
Bedding
Gravel Borrow for Trench Bacfill
Controlled Density Fill (CDF) for Trench Bac fill
------- - - - - --
Controlled Density, Fill (CDF) For Filling Pipe
,Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
SDR-35, 8 inch Diann.
Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
SD -35, 10 inch Diam.
Ductile Iron Sewer Pipe, Special Class 52, 8
inch Diam.
Public Sanitary Sewer Cleanout
Sewer Television Inspection
6 inch Diam. PVC Side Sewer with 6 inch Diem.
PVC Cieanout -
4 inch Diann. PVC Side Sewer
Property Restoration
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Bid Tabulation:
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Johansen Excavating, Inc.
PO Box 674
Total Price
900.00
1840.00
5,432.36
990.00
$
0
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7.350.00
0 o o
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63 63
1,100.00 f
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390.00 1
5,382.00
q
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9,804.00
735.00
2,970.00
M
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6,524,00
10,000,00
Unit Pace
450.00
16.00
In 40
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2,450.00
2,000.00
1,700.00
0 1
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Mowat Construction, Inc,
PO Box 1330
Total Price
I I
4+ 6
I I
64 69-
1
t
64
4, 1
t 3
1
64
1
64
1
,
63
t
64
1
64
1
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t
64
1
699
1 1
699 699
69
1 1
64 0,
Unit Price
Ceccanti, Inc. - 4116 Brookdale Road East
Total Price
400.00
805.00
- - -- 4,067.00
- --
660.00
0
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0
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800.00
200.00
$ 250.00
8,640.00
0
0
6
0
0
6
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0
a
6
69-
0
0
6
0
250.00
1,782.00
0
O
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Unit Price
200.00
7.00
o Q
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Q
0
0
C'
3,000.00
800.00
200.00
a
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0
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0
0
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F4orthwest Construction, Inc.
1408 140th Place NEm Suite 101
Total Price
100.00
747.50
1,452.50
3,300.00
- - -- 2,450.00
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63
_ 1,500.00
1,550.00
835.00
4,320.00
0
0
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0,384,00
0
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700.00
2,138.40
20,370.00
15,145.00
1 0,000.00 1
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2,450.00
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325.00
6
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Item Description
Removal of Sanitary Sewer Manhole
Removal of Sanitary Sewer Pipe
Removal of Side Sewer Pipe
Shoring and Extra Excavation Class B
City of Auburn Sewer Manhole Type 1, 48 inch
Diam.
City of Auburn Sewer Manhole Type 3, 48 inch
Diam.
rop Manhole Connection
,Connect to Existing Manhole
Rechannel Existing Manhole
1-! Tr: fr,, PA Lori Trinr,h Rar'Irfi1l mnri Dina
Gravel Borrow for Trench Bacfiii
Controlled Density Fill (CDF) For Filling Pipe
Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
SDR-35, 8 inch Diam.
Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
DR-5, 10 inch Dian.
Ductile Iron Sewer Pipe, Special Class 52, 8
inch Diam.
Public Sanitary Sewer Cleanout
Sewer Television Inspection -- - --
6 inch Diam. PVC Side Sewer with 6 inch Diam.
PVC Cleanout
4 inch Diam. PVC Side Sewer
Property Restoration
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I0 Box 15
Mu kI lteo, WA 98275
Total Price
2,200.00
$ 4,025.00
3,300.00
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1,500.00
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$ 7,560.00
$ 1,150.00
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2,079.00
15,132,00
$ 11,184,00
$ m 10,000.00
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2,000.00
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1,500.00
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Hwy.
8092
Total Price
400.00
460.00
1,743.00
330.00
3,200.00
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800.00
7,296.00
$ 7,200,00
1,500.00
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$ 1 1,424.00
$ '12,384.00
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RW Scott Construction Co. .
'4005 West Valley Mw, N., Suite A
Auburn, WA 98001
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$ 1,000.00
1,150.00
4,648.00
,600.00
3,000.00
9,000.00
2,500.00
2,500.00
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$ 10,830.00
1,000.00
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$ 13,072.00
$ 700.00
$ 1,188.00
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4,200.00
12,600.00
3,200.00
550.00
650.00
6,080.00
5,760.00
$ 700.00
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10,234.00
11,868.00
800.00
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4,200,00
3,200,00
550.00
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Item Description
Removal of Sanitary Sewer Manhole
Removal of Sanitary Sewer Pipe
Removal of Side Sewer Pipe
Shoring and Extra Excavation Class B
...........
City of Auburn Sewer Manhole Type 1, 48 inch
Diem.
City of Auburn Sewer Manhole Type 3, 48 inch
Diam.
Drop Manhole Connection
Connect to Existing Manhole
...............
Rechannel Existing Manhole
CSTC for Select Trench Backfill and Pipe
Bedding
Gravel Borrow for Trench Backf #II
Controlled Density Fill (CDF) for Trench Backtill
Controlled Density Fill (CDF) For Filling Pipe
Solid Wall Polyvinyl Chloride (PVC) Sewer Pipe,
DR -35, 8 inch Diem.
Solid Wail Polyvinyl Chloride (PVC) Sewer Pipe,
SDR-3 , 10 inch Diam.
Ductile Iron Sewer Pipe, Special Class 52, 8
inch Diem.
Public Sanitary Sewer Cleanout
Sewer Television Inspection
6 inch Diam. PVC Side Sewer with 6 inch Diam.
PVC Cleanout
4 inch Diam. PVC Side Sewer
Property Restoration
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Cumulative Schedule Subtotal
1/13/2012 (8 :40 AM
h:\proj\bidtabs\C201A I T,xls
BID TABULATION
SCHEDULE SUMMARY
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