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Location 1 |
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JEFF
SCHNIDERS CONST. CO , INC |
S & C BRIDGE & CONCRETE, INC |
BOONE CONSTRUCTION CO |
APAC-MISSOURI, INC |
MUENKS BROTHERS CONSTRUCTIN CO INC |
APLEX, INC |
COLUMBIA CURB AND GUTTER |
|
Description |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
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Mobilization |
1 |
LS |
800 |
800 |
1 |
LS |
4800 |
4800 |
1 |
LS |
4500 |
4500 |
1 |
LS |
3000 |
3000 |
1 |
LS |
14650 |
14650 |
1 |
LS |
1000 |
1000 |
1 |
LS |
4000 |
4000 |
|
Constructin
staking |
1 |
LS |
600 |
600 |
1 |
LS |
1000 |
1000 |
1 |
LS |
850 |
850 |
1 |
LS |
975 |
975 |
1 |
LS |
2200 |
2200 |
1 |
LS |
1000 |
1000 |
1 |
LS |
2000 |
2000 |
|
Traffic
Control |
1 |
LS |
1200 |
1200 |
1 |
LS |
1000 |
1000 |
1 |
LS |
1000 |
1000 |
1 |
LS |
370 |
370 |
1 |
LS |
5000 |
5000 |
1 |
LS |
1000 |
1000 |
1 |
LS |
1600 |
1600 |
|
Removals |
1 |
LS |
1800 |
1800 |
1 |
LS |
1500 |
1500 |
1 |
LS |
2500 |
2500 |
1 |
LS |
2300 |
2300 |
1 |
LS |
3200 |
3200 |
1 |
LS |
500 |
500 |
1 |
LS |
5000 |
5000 |
|
Excavation |
161 |
CY |
12 |
1932 |
161 |
CY |
10 |
1610 |
161 |
CY |
7.25 |
1167.25 |
161 |
CY |
19.9 |
3203.9 |
161 |
CY |
12 |
1932 |
161 |
CY |
25 |
4025 |
161 |
CY |
25 |
4025 |
|
Embankment |
126 |
CY |
14 |
1764 |
126 |
CY |
25 |
3150 |
126 |
CY |
24 |
3024 |
126 |
CY |
21 |
2646 |
126 |
CY |
33.5 |
4221 |
126 |
CY |
20 |
2520 |
126 |
CY |
25 |
3150 |
|
2"
Thickness of 1" Surface Aggegate |
11 |
TON |
34 |
374 |
11 |
TON |
40 |
440 |
11 |
TON |
30 |
330 |
11 |
TON |
83.85 |
922.35 |
11 |
TON |
46.57 |
512.27 |
11 |
TON |
40 |
440 |
11 |
TON |
30 |
330 |
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4"
Thickness of 2 1/2" Minus Base Rock |
22 |
TON |
31 |
682 |
22 |
TON |
40 |
880 |
22 |
TON |
30 |
660 |
22 |
TON |
46.75 |
1028.5 |
22 |
TON |
46 |
1012 |
22 |
TON |
40 |
880 |
22 |
TON |
30 |
660 |
|
Staked
Straw Bale Ditch Check Dams |
8 |
EA |
100 |
800 |
8 |
EA |
65 |
520 |
8 |
EA |
100 |
800 |
8 |
EA |
175 |
1400 |
8 |
EA |
125 |
1000 |
8 |
EA |
100 |
800 |
8 |
EA |
100 |
800 |
|
Type
2 Rip-Rap Rock Blanket |
200 |
TON |
34 |
6800 |
200 |
TON |
25 |
5000 |
200 |
TON |
19 |
3800 |
200 |
TON |
29.65 |
5930 |
200 |
TON |
20.56 |
4112 |
200 |
TON |
35 |
7000 |
200 |
TON |
25 |
5000 |
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Field
Seedling/Fertilizing/Mulch |
1 |
LS |
800 |
800 |
1 |
LS |
695 |
695 |
1 |
LS |
1850 |
1850 |
1 |
LS |
1800 |
1800 |
1 |
LS |
1100 |
1100 |
1 |
LS |
1000 |
1000 |
1 |
LS |
2500 |
2500 |
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Erosion
Control Blanket |
165 |
SY |
9 |
1485 |
165 |
SY |
2 |
330 |
165 |
SY |
7 |
1155 |
165 |
SY |
5 |
825 |
165 |
SY |
3.63 |
598.95 |
165 |
SY |
8 |
1320 |
165 |
SY |
9 |
1485 |
|
Fencing |
80 |
LF |
9 |
720 |
80 |
LF |
6.9 |
552 |
80 |
LF |
10.6 |
848 |
80 |
LF |
20.35 |
1628 |
80 |
LF |
5.5 |
440 |
80 |
LF |
20 |
1600 |
80 |
LF |
25 |
2000 |
|
Temporary
Fencing |
80 |
LF |
3 |
240 |
80 |
LF |
6.5 |
520 |
80 |
LF |
4 |
320 |
80 |
LF |
20.35 |
1628 |
80 |
LF |
9 |
720 |
80 |
LF |
10 |
800 |
80 |
LF |
25 |
2000 |
|
84"
Corrugated Metal Pipe |
40 |
LF |
257 |
10280 |
40 |
LF |
169 |
6760 |
40 |
LF |
152 |
6080 |
40 |
LF |
203 |
8120 |
40 |
LF |
237.5 |
9500 |
40 |
LF |
180 |
7200 |
40 |
LF |
210 |
8400 |
|
Pipe
Bedding Material |
26 |
TON |
46 |
1196 |
26 |
TON |
30 |
780 |
26 |
TON |
48 |
1248 |
26 |
TON |
66.5 |
1729 |
26 |
TON |
57.84 |
1503.84 |
26 |
TON |
40 |
1040 |
26 |
TON |
25 |
650 |
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SUB
TOTAL |
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31473 |
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29537 |
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30132.25 |
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37505.75 |
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51702.06 |
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32125 |
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43600 |
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LOCATION
2 (REVISED) |
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Description |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
Quantity |
Unit |
Unit Price |
Extended Total |
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Molilization |
1 |
LS |
900 |
900 |
1 |
LS |
6500 |
6500 |
1 |
LS |
6050 |
6050 |
1 |
LS |
2960 |
2960 |
1 |
LS |
12500 |
12500 |
1 |
LS |
2500 |
2500 |
1 |
LS |
4000 |
4000 |
|
Construction
Staking |
1 |
LS |
600 |
600 |
1 |
LS |
1000 |
1000 |
1 |
LS |
850 |
850 |
1 |
LS |
975 |
975 |
1 |
LS |
2200 |
2200 |
1 |
LS |
1000 |
1000 |
1 |
LS |
2000 |
2000 |
|
Traffic
Control |
1 |
LS |
800 |
800 |
1 |
LS |
1000 |
1000 |
1 |
LS |
1000 |
1000 |
1 |
LS |
370 |
370 |
1 |
LS |
2500 |
2500 |
1 |
LS |
1000 |
1000 |
1 |
LS |
1600 |
1600 |
|
Removals |
1 |
LS |
1600 |
1600 |
1 |
LS |
1500 |
1500 |
1 |
LS |
2500 |
2500 |
1 |
LS |
3100 |
3100 |
1 |
LS |
3210 |
3210 |
1 |
LS |
500 |
500 |
1 |
LS |
5000 |
5000 |
|
Excavation |
195 |
CY |
12 |
2340 |
195 |
CY |
10 |
1950 |
195 |
CY |
7.25 |
1413.75 |
195 |
CY |
31.55 |
6152.25 |
195 |
CY |
12 |
2340 |
195 |
CY |
25 |
4875 |
195 |
CY |
25 |
4875 |
|
Embankment |
84 |
CY |
15 |
1260 |
84 |
CY |
30 |
2520 |
84 |
CY |
24 |
2016 |
84 |
CY |
35.7 |
2998.8 |
84 |
CY |
33.5 |
2814 |
84 |
CY |
20 |
1680 |
84 |
CY |
25 |
2100 |
|
2"
Thickness of 1" Surface Aggregate |
31 |
TON |
23 |
713 |
31 |
TON |
30 |
930 |
31 |
TON |
30 |
930 |
31 |
TON |
37.2 |
1153.2 |
31 |
TON |
25 |
775 |
31 |
TON |
40 |
1240 |
31 |
TON |
30 |
930 |
|
4"
Thickness of 2 1/2 Minus Base Rock |
67 |
TON |
19 |
1273 |
67 |
TON |
30 |
2010 |
67 |
TON |
30 |
2010 |
67 |
TON |
22.5 |
1507.5 |
67 |
TON |
35 |
2345 |
67 |
TON |
40 |
2680 |
67 |
TON |
30 |
2010 |
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Staked
Straw Bale Ditch Check Dams |
8 |
EA |
100 |
800 |
8 |
EA |
65 |
520 |
8 |
EA |
100 |
800 |
8 |
EA |
160 |
1280 |
8 |
EA |
125 |
1000 |
8 |
EA |
100 |
800 |
8 |
EA |
100 |
800 |
|
Type
2 Rip-Rap Rock Blanket |
220 |
TON |
31 |
6820 |
220 |
TON |
25 |
5500 |
220 |
TON |
19.29 |
4243.8 |
220 |
TON |
28.2 |
6204 |
220 |
TON |
20.56 |
4523.2 |
220 |
TON |
35 |
7700 |
220 |
TON |
25 |
5500 |
|
Field
Seedling/Fertilizing/Mulch |
1 |
LS |
800 |
800 |
1 |
LS |
800 |
800 |
1 |
LS |
1850 |
1850 |
1 |
LS |
875 |
875 |
1 |
LS |
1100 |
1100 |
1 |
LS |
1000 |
1000 |
1 |
LS |
2500 |
2500 |
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Erosion
Control Blanket |
170 |
SY |
9 |
1530 |
170 |
SY |
2 |
340 |
170 |
SY |
7 |
1190 |
170 |
SY |
4.9 |
833 |
170 |
SY |
4.25 |
722.5 |
170 |
SY |
8 |
1360 |
170 |
SY |
9 |
1530 |
|
4'x12'
Precast Box Culvert |
30 |
LF |
982 |
29460 |
30 |
LF |
1200 |
36000 |
30 |
LF |
755 |
22650 |
30 |
LF |
1500 |
45000 |
30 |
LF |
1010 |
30300 |
30 |
LF |
770 |
23100 |
30 |
LF |
1000 |
30000 |
|
Geodgrid
& Geofabric (under Leveling Course) |
81 |
SY |
19 |
1539 |
81 |
SY |
15 |
1215 |
81 |
SY |
19 |
1539 |
81 |
SY |
17.7 |
1433.7 |
81 |
SY |
14.19 |
1149.39 |
81 |
SY |
22 |
1782 |
81 |
SY |
27 |
2187 |
|
2
1/2" Minus Aggregate Leveling Course |
88 |
TON |
18 |
1584 |
88 |
TON |
30 |
2640 |
88 |
TON |
24 |
2112 |
88 |
TON |
24.15 |
2125.2 |
88 |
TON |
36.88 |
3245.44 |
88 |
TON |
40 |
3520 |
88 |
TON |
25 |
2200 |
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SUB
TOTAL |
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|
52019 |
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|
64425 |
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51154.55 |
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76967.65 |
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70724.53 |
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54737 |
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|
67232 |
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TOTAL
FOR BOTH LOCATIONS |
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83492 |
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|
93962 |
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81286.8 |
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114473.4 |
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122426.59 |
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|
86862 |
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|
110832 |
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ADDENDUM ACKNOWLEDGMENT |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
ADDENDUM ONE |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
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COMPLETETION OF BIDDER
QUALIFICATIONS |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
ANTI-COLLUSION STATEMENT |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
SIGNATURE IDENTITY OF BIDDER |
|
YES |
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YES |
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YES |
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YES |
|
YES |
|
YES |
|
YES |
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BIDDERS
ACKNOWLDGEMENT |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
|
YES |
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