HomeMy WebLinkAboutTED4001507.2SUMMARY
OF QUANTITIES
86WO02/07
F'ROJECT LIMITS
CITY OF RENTON
STR. 0+57 TO STR. R31+40.18
SEE SHEET 4 FOR EQUATIONS.
LENGTH: .215 MILE
1,136.43 L.F.
ITEM
NO.
TOTAL
QUANTITY
STO•
ITEM
NO.
UN I P,
I TEM
PREPARATION
1
LUMP SUM
0001
L.S.
MOBILIZATION
2
LUMP SUM
0035
L.S.
CLEARING AND GRUBBING
3
LUMP SUM
L.S.
LOCATING UTILITIES
4
7
0048
EACH
REMOVING CATCH BASIN
5
LUMP SUM
0050
L.S.
REMOVAL OF STRUCTURE AND OBSTRUCTION
6
LUMP SUM
0071
L.S.
REMOVING EXISTING BRIDGE
7
1.100
0120
S.Y.
REMOVING ASPHALT CONCRETE PAVEMENT
GRADING
8
590
0310
C.Y.
ROADWAY EXCAVATION INCLUDING HAUL
GRAVEL BORROW INCLUDING HAUL
9
2.985
0421
C.Y.
10
2,350
0470
C.Y.
EMBANKMENT COMPACTION
DRAINAGE
11
6
1045
EACH
CONCRETE INLET
12
118
1160
L.F.
UNDERORAIN PIPE 6 IN. DIAMETER
STORM SEWER
13
3
3091
EACH
CATCH BASIN TYPE 1
14
2
3092
EACH
CATCH BASIN TYPE 2
15
3
EACH
CATCH BASIN TYPE 2 WITH OIL/WATER SEPARATOR
16
826
3151
L.F.
TESTING STORM SEWER PIPE
17
172
3392
L.F.
PLAIN CONCRETE STORM SEWER PIPE 8 INCH DIRM.
18
660
3455
L.F.
CLASS IV REINF. CONCRETE STORM SEWER PIPE 12 IN. DIRM.
19
42
3 458
L.F.
CLASS IV REINF. CONCRETE STORM SEWER PIPE 21 IN. DIRM.
WATER LINES
20
190
3815
C.Y.
BANK RUN GRAVEL FOR TRENCH BACKFILL
21
1
6155
EACH
GATE VALVE 6 INCH
22
1
6160
EACH
GATE VALVE 8 INCH
23
4
3823
EACH
BUTTERFLY VALVE 18 INCH
24
1
3825
EACH
BUTTERFLY VALVE 24 INCH
25,
2
3838
EACH
BLOWOFF ASSEMBLY
26
1
3846
EACH
HYDRANT ASSEMBLY
27
1
3857
EACH
SERVICE CONNECTION 3/4 IN. DIRM.
28
32
3866
L.F.
DUCTILE IRON PIPE FOR WATER MAIN 6 IN. DIAMETER
29
25
3867
L.F.
DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAMETER
30
364
3872,
L.F.
DUCTILE IRON PIPE FOR WATER MAIN 18 IN. DIAMETER
31
210
3874
L.F.
DUCTILE IRON PIPE FOR WATER MAIN 24 IN. DIAMETER
32
5
EACH
ADJUST WATER METER BOX
33
1
EACH
_
RELOCATE WATER METER AND BOX
34
2
EACH
WATER VALVE VAULT
STRUCTURE
35
830
4006
C.Y.
STRUCTURE EXCAVATION CLASS A INCLUDING HAUL
36
LUMP SUM
4012
L.S.
SHORING CRIB. OR EXTRR EX. CL. R FOR BRIDGE
37
LUMP SUM
4012
L.S.
SHORING CRIB. OR EXTRA EX. CL. A FOR WALL
38
LUMP SUM
4016
L.S.
COFFERDAM
39
239
4025
C.Y.
GRAVEL BRCKFILL FOR WALL
40
3
E AC H
FURNISH AND DRIVE CAST -IN -PLACE CONC. TEST PILE 80 TON
41
102
L.F.
FURNISHING CAST -IN -PLACE CONCRETE PILING 70 TON
42
1.450
L.F.
FURNISHING CAST -IN -PLACE CONCRETE PILING 80 TON
43
3
EACH
DRIVING CAST -IN -PLACE CONCRETE PILE 70 TON
44
48
EACH
DRIVING CRST-IN-PLACE CONCRETE PILE 80 TON
45
59.300
4149
LB.
STEEL REINFORCING BAR FOR BRIDGE
46
16.250
4151
LB.
STEEL REINFORCING BAR FOR WALL
47
97
4169
C.Y.
CONCRETE CLASS RX FOR BRIDGE
48
210
4175
C.Y.
CONCRETE CLASS B FOR BRIDGE
49
128
4177
C.Y.
CONCRETE CLASS B FOR WALL
50
43
4186
C.Y.
CONCRETE CLASS D OR DX FOR BRIDGE
51
160
S.Y.
SANDBLAST FINISH
52
LUMP SUM
4300
L.S.
SUPERSTRUCTURE - WELLS AVENUE BRIDGE
53
LUMP SUM
L.S.
BRIDGE LIGHING - COMPLETE
54
81
L.F.
RAILING TYPE B
55
250
L.F.
RAILING TYPE C
56
-1.510
S.Y.
WATERPROOFING CONCRETE SURFACE CLEAR SEALER
y57
740
4390
L.F.
ELECTRICAL CONDUIT
NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS
BRM-1157t11
STATE FUNDS
CITY OF RENTON
r
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
GROUP 6
GROUP 7
GROUP 8
STA4+05.05
TO STR.
A31+40.18
CS 170OCT
S. RIVER-
SIDE DR.
13+50 TO
14+91.07
CS 170OCT
N. RIVER-
SIDE OR.
24+26 TO
25+85
CS 170OCT
RETAINING
WALL AND
STAIRS
CS 170OCT
WELLS AVE.
BRIDGE
8+42.6 TO
9+80.83
CS 170OCT
LANDSCAPE
CS 17OOCT
SAFETY
IMPROVE-
MENTS
CS 170OCT
EEO
TRAINING
CS 170OCT
STA. 0+57
TO STR.
4+05
CS 170OCT
N. RIVER-
SIDE DR.
22+41 TO
24+26
CS 170OCT
WATER LINE
CS 170OCT
t
L.S.
L.S•
L.S.
L.S.
L•S•
L.S.
L.S.
L•S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
L.S.
6
1
L•S:
L.S.
L.S.
,
L.S.
950
ISO
370
30
75
115
2,285
540
90
70
1.790
430
70
60
5
1
118
1
2
2
1
1
1
610
43
173
157
15
501
28
131
42
190
1
1
4
1
2
1
_
1
32
25
364
210
5
_
1
2
65
765
-
L_S_
L.S.
L.S.
239
3
102
1.450
3
48
_
59.300
16,250
97
210
128
43
160
L.S.
_
L.S.
54
27
250
410
1.100
170
1 30
1
540
I ! REGION STATE FED -RID PROJ . NO .! JNO`.' SHEETS DIVISION OF H I G H W A Y S
10 WASH
Joe NUMBER BRM-1157 (1)
F f
86WO02
CONTRACT NO. Feb. 28,1386
rF0—or0 —/s'nT DATE REV 15 ION BY RP D .31/5 I , APPROVED
k
Washington State
®� Department of Transportatlon
RI 7
CITY OF RENTON
WELLS AVE. BRIDGE REPLACEMENT
SUMMRRY CIF QUANTITIES
GD:r2=13ll1D SCANNER OCT 2 7 20 6 _
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SHEET
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