mUillCii 01 t-OH-UFI RLTOliS IIA'^TT/L R.LP0KT3 Opcrttlone ...
Wisconsin Department of Transportation · 14.03.2017 · 5 pt: 2125+84.76 pc: 2149+25.87 matchline...
36
Wisconsin Department of Transportation Version 06-2014 Solving tomorrow’s transportation challenges Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459 March 3, 2017 NOTICE TO ALL CONTRACTORS: Proposal #03: 1650-06-73, WISC 2017 093 Lancaster – Boscobel City Limits St to Fennimore CL USH 61 Grant County Letting of March 14, 2017 This is Addendum No. 01, which provides for the following: Special Provisions: Revised Special Provisions Article No. Description 6 Utilities Schedule of Items: Added Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 520.1018 Apron Endwalls for Culvert Pipe 18-Inch EACH 0 76 76 520.1024 Apron Endwalls for Culvert Pipe 24-Inch EACH 0 10 10 520.3318 Culvert Pipe III-A 18-Inch LF 0 1,898 1,898 520.3324 Culvert Pipe III-A 24-Inch LF 0 334 334 Deleted Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 521.0118 Culvert Pipe Corrugated Steel 18-Inch LF 1,898 -1,898 0 521.0124 Culvert Pipe Corrugated Steel 24-Inch LF 334 -334 0 521.1018 Apron Endwalls for Culvert Pipe Steel 18-Inch EACH 76 -76 0 521.1024 Apron Endwalls for Culvert Pipe Steel 24-Inch EACH 10 -10 0
Transcript of Wisconsin Department of Transportation · 14.03.2017 · 5 pt: 2125+84.76 pc: 2149+25.87 matchline...
Wisconsin Department of Transportation
Version 06-2014 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
March 3, 2017
NOTICE TO ALL CONTRACTORS: Proposal #03: 1650-06-73, WISC 2017 093
Lancaster – Boscobel City Limits St to Fennimore CL USH 61 Grant County
Letting of March 14, 2017 This is Addendum No. 01, which provides for the following: Special Provisions:
Revised Special Provisions Article
No. Description
6 Utilities Schedule of Items:
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
520.1018 Apron Endwalls for Culvert Pipe 18-Inch EACH 0 76 76 520.1024 Apron Endwalls for Culvert Pipe 24-Inch EACH 0 10 10 520.3318 Culvert Pipe III-A 18-Inch LF 0 1,898 1,898 520.3324 Culvert Pipe III-A 24-Inch LF 0 334 334
Deleted Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
521.0118 Culvert Pipe Corrugated Steel 18-Inch LF 1,898 -1,898 0 521.0124 Culvert Pipe Corrugated Steel 24-Inch LF 334 -334 0 521.1018 Apron Endwalls for Culvert Pipe Steel 18-Inch EACH 76 -76 0 521.1024 Apron Endwalls for Culvert Pipe Steel 24-Inch EACH 10 -10 0
Plan Sheets:
Revised Plan Sheets 02 General Notes (added abbreviation to table) 19 Intersection Detail (revised pipe note) 20 Intersection Detail (revised pipe notes) 22 Intersection Detail (revised pipe notes) 23 Intersection Detail (revised pipe notes) 24 Intersection Detail (revised pipe notes) 60 Miscellaneous Quantities (revised pipe item schedule) 94 Plan Sheet (revised pipe notes) 95 Plan Sheet (revised pipe notes) 96 Plan Sheet (revised pipe notes) 97 Plan Sheet (revised pipe notes) 98 Plan Sheet (revised pipe notes) 99 Plan Sheet (revised pipe notes) 100 Plan Sheet (revised pipe notes) 101 Plan Sheet (revised pipe notes) 102 Plan Sheet (revised pipe note) 104 Plan/Profile Sheet (revised pipe note)
The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.
Sincerely,
Mike Coleman Proposal Development Specialist Proposal Management Section
ADDENDUM NO. 01
1650-06-73
March 3, 2017
Special Provisions 6. Utilities. Replace entire section titled Wisconsin Power & Light / Alliant Energy (Electric) with the following:
Wisconsin Power & Light / Alliant Energy (Electric) Alliant Energy has both overhead electric lines and underground electric cable that begin at the project beginning on the west side of the roadway near the existing right-of-way and parallel USH 61. The facilities cross the roadway at various locations to provide local service. The following relocations will occur prior to construction:
Between Station 45+00‘CM’ and 46+88’CM’, a new utility pole will be placed at Station
2104+50, 50’ LT, new underground electric facilities will continue north approximately 6’ inside the east right-of-way of Commercial Drive, the underground facilities will cross Commercial Drive at approximately Station 46+85’CM’.
Station 2103+00, 50’ LT, a new pole will be set; Station 2112+13, 42’ LT, a new pole and anchor will be set; Station 2224+80, 62’ RT, a new pole will be set; Between Stations 2263+35, LT and 2275+00, LT the overhead facilities will be removed and
replaced outside the slope intercepts; Station 2275+87 an overhead crossing will be placed; Between Station 2276+00, RT to 2296+00, RT the overhead facilities will continue north
approximately 10-feet inside the east right-of-way; Station 2296+40 an overhead crossing will be placed; Between Stations 2296+60, LT and 2314+40, LT the overhead facilities will be removed and
replaced along the west right-of-way; Between Stations 2336+00, RT and 2341+25, RT the overhead facilities will be removed and
replaced outside the proposed slope intercepts; Station 2429+00, LT the pole will be removed and replace north of the existing location outside
the slope intercept; Station 2450+00, RT a pole will be added to maintain vertical clearance over USH 61; Between Stations 2452+70, LT and 2457+25, LT the overhead facilities will be removed and
replaced outside the slope intercepts, along the west right-of-way; Between Stations 2468+20, LT and 2470+40, LT the overhead facilities will be removed and
replaced outside the slope intercepts, along the west right-of-way. Anchors will be place on several poles;
Between Stations 2514+75, LT and 2555+50, LT, three poles at Stations 2526+20, 2528+60, 2533+25 will remain in their existing locations. Remaining poles in this section of the overhead facilities will be removed and replaced outside the slope intercepts, along the west right-of-way;
Between Stations 2514+75, LT and 2555+50, LT the overhead facilities will be removed and replaced outside the slope intercepts, along the west right-of-way;
Between Stations 2563+25, RT and 2566+65, RT, new overhead facilities will be placed along the east right-of-way crossing McGhan Rd.
Wisconsin Power and Light will begin relocation work prior to construction and has an anticipated completion date of June 1, 2017. The field contact for Wisconsin Power & Light (WP&L) - Electricity is Dennis Stephenson, 761 Enterprise Dr, Platteville, WI 53818, telephone (608) 326-9485, email [email protected].
Replace entire section titled Charter Communications (Communications Line) with the following:
Charter Communications has underground cables that begin at the project beginning on the west side of the roadway near the existing right-of-way and parallel to USH 61 to Station 2300+00 LT, including a crossing under USH 61 at Station 2296+00. The facilities from Station 2263+00 LT to Station 2266+00 LT will be relocated to within 4 feet of the new right-of-way prior to construction. The field contact for Charter Communications (Communication Line) is Brent Schneider, telephone (608) 209-6011, email [email protected].
Schedule of Items Attached, dated March 3, 2017, are the revised Schedule of Items Pages 1 – 14. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised (1007-10-86): 2, 19, 20, 22 - 24, 60, 94 - 102, and 104.
END OF ADDENDUM
E
22
dstodola
Text Box
2
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 2 March 3, 2017
T
EE
E
GG
GG
G
G
G
G
G
G
G
G
G
G
2071+00
2072+00
2073+00
2074+00
2075+00
2076+00
PC: 2071+71.35
25+00'K'
26+00'K'
27
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
G G
2077+00
2078+00
2079+00
E
22
dstodola
Text Box
19
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 19 March 3, 2017
TT
TT
T
TT
T
TT
TT
TT
TT
TTT
TT
TT
T
TT
TT
TT
TT
TT
TT
TT
TT
TT
T
GG
GG
GG
GG
GG
GG
G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
OH
G
G
G
57+00'BM'
2102+00
2103+00
2104+00
2105+00
2106+00
2107+00
2108+00
45+00'CM'
46+00'CM'
47+00'CM'
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
MATCHLINE 2107+00.00
E
22
dstodola
Text Box
20
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 20 March 3, 2017
TT
TT
TT
T
TT
TT
TT
T
T
T
EE
EE
EE
OH
OH
OH
OH
OH
OH
OH
OHOHOHOH
+00
2181+00
2182+00
2183+00
95+00'CS' 96+00'CS' 97+00'CS'
T
T
TT
TT
TT
TT
OH
OH
OH
OH
OH
OH
8+00
2239+00
2240+00
2241
115+00'LRS'
116+00'LRS'
117+00'LRS
'
PC: 116+37.34'LRS'
PT: 117+08.77'LRS'
XXXX
E
22
dstodola
Text Box
22
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 22 March 3, 2017
T
T
T
T
T
T
T
T
TT
TT
T
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2250+00
2251+00
2252+00
2253+00
2254+00
2255+00
PC: 2249+5
7.05
125+00'L
RE'
126+00'LRE'
127+00'LRE'
128+00
PC: 125+33.36'LRE'
PT: 126+79.42'LRE'
PC: 127+51.45'LRE'
137+00'LRW'
138+00'LRW'
PT: 136+79.05'LRW'
XXXX
XXXX
E
22
dstodola
Text Box
23
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 23 March 3, 2017
T
T
TT
TT
OH
OH
OHOH
OH
OH
OH
2345+00
2346+00
2347+00
2348
175+00'GL'
176+00'GL'
177+00'GL'
178+00'GL
PC: 175+45.25'GL'
PT: 176+6
1.59'GL'
TT
TT
TT
OH
OH
OH
OH
1+00
2352+00
2353+00
2354
XXXX 186+00'RG'
187+00'RG'
E
22
dstodola
Text Box
24
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 24 March 3, 2017
E
33
dstodola
Text Box
60
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 60 March 3, 2017
T
T
T
T
T
T
T
T
E
E
E
G
GG
G
G
G
G
G
H
OH
OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
W
W
G
G
2063
2065
2070
2075
2080
2085
2090
2095
25'K'
27'K'
35'EN'
38'EN'
PC: 2071+71.35
PT: 2084+85.66
MATCH
LINE 209
3+80.00
T
T
T
TT
T
T
T
T
T
T
TT
T
T T
T
TT
T
T
T
T
E
E
GG
GG
G
G
GG
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SAN
W
2095
2100
2105
2110
2115
2120
21
45'CM'
47'CM'
55'BM'
57'BM'
65'IN'
67'IN'
XXXX
PC: 2118+71.49
P
MATCHLINE 2093+80.00
MATCHLINE 2124+20.00
E
55
dstodola
Text Box
94
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 94 March 3, 2017
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2125
2130
2135
2140
2145
2150
2155
PT: 2125+84.76
PC: 2149+25.87
MATCHLINE 2124+20.0
0
MATCHLINE 2154+60.00
TT
T
TT
TT
TT
TT
T
TT
T
TT
EE
E
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
TT
TT
TT
2155
2160
2165
2170
2175
2180
2185
95'CS'97'CS'
PT: 2166+55.41
MATCHLINE 215
4+60.00
MATCHLINE 2185+00.00
55
E
dstodola
Text Box
95
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 95 March 3, 2017
T
T
T
T
TT
TT
TT
TT
T
T
T
TT
TT
TT
T
T
T
EE
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2185
2190
2195
2200
2205
2210
2215
105'HY'
108'HY'
PC: 2194+70.45
PT: 2210+29.05
MATCHLINE 2185+00.00
MATCHLINE 2215+40.00
TT
TT
TT
TT
TT
TT
T
TT
TT
TT
TT
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2215
2220
2225
2230
2235
2240
2245
115'LRS'
117'LRS'
MATCHLINE 2215+40.00
MATCHLINE 2245+80.00
55
E
dstodola
Text Box
96
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 96 March 3, 2017
T
T
T
T
T
TT
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2245
2250
2255
2260
2265
2270
2275
135'LRW'
138'LRW'125'LRE'
129'LRE'
PC: 22
49+57.05
PT: 2274+19.74
MATCHL
INE 2245+8
0.00
MATCH
LINE 2276+20.00
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2280
2285
2290
2295
2300
2305
155'CN'
157'CN'
165'E'
169'E'
MATCHLINE 2276+20.00
MATCHLINE 2306+60.00
55
E
dstodola
Text Box
97
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 97 March 3, 2017
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2310
2315
2320
2325
2330
2335
MATCHLINE 2306+60.00
MATCHLINE 2337+00.00
T
T
TT
TT
T
T
T
T
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2340
2345
2350
2355
2360
2365
175'GL'
178'GL'
185'RG'187'RG'
PC: 2342+26.84
MATCHLINE 2337+00.00
MATCHL
INE 2367+40
.00
55
E
GREGORY BR.
GREGORY BR.
dstodola
Text Box
98
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 98 March 3, 2017
T
T
T
TT
TT
TT
TT
TT
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O2370
2375
2380
2385
2390
2395
PT: 2378+18.89
MATCHLINE 2367+40.00
MATCHLINE 2397+80.00
TT
TT
TT
TT
TT
TT
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2400
2405
2410
2415
2420
2425
195'PG'
MATCHLINE 2397+80.00
MATCHLINE 2428+20.00
55
E
GREGORY BR.
GREGORY BR.
dstodola
Text Box
99
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 99 March 3, 2017
TT
TT
T
T
T
TT
TT
TT
TT
TT
T
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2430
2435
2440
2445
2450
2455
195'PG'
197'PG'
MATCHLINE 2428+20.00
MATCHLINE 2458+60.00
TT
T
T
T
T
TT
T
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2460
2465
2470
2475
2480
2485
2
205'WL'
207'WL'
PC: 2461+6
6.92
MATCHLINE
2458+60
.00
MATCHLINE 2489+00.00
55
E
GREGORY BR.
GREGORY BR.
dstodola
Text Box
100
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 100 March 3, 2017
T
TT
TT
T
T
T
T
T
TT
TT
TT
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2490
2495
2500
2505
2510
2515
252
PT: 2496+01.04
PC: 2508+61.29
MATCHLINE 2489
+00.00
MATCHLINE 2519+40.00
T
T
T
TT
T
T
TT
TT
T
T
T
T
T
T
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2520
2525
2530
2535
2540
2545
2550
PT: 2538+79.45
MATCHLINE 2
519+40.00
MATCHLINE 2549+80.00
55
E
GREGORY BR.
GREGORY BR.
dstodola
Text Box
101
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 101 March 3, 2017
T
T
T
TT
T
T
T
TT
E
E
E
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH2550
2555
2560
2565
2570
2575
2580
215'MG'
217'MG'
PC: 2552+92.97
PT: 2565+68.05
PC: 2568+42.91
MATCHLINE 2549
+80.00
MATCHL
INE 258
0+20.00
TT
T
TT
T
T
T
EE
EE
E
G
2575
2580
2585
2590
2595
2600
PT: 2584+32.09
MATCHLINE 2580+20.00
55
E
dstodola
Text Box
102
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 102 March 3, 2017
∆
E
55
dstodola
Text Box
104
dotmpc
Text Box
Addendum No. 01 ID 1650-06-73 Revised Sheet 104 March 3, 2017
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0010 201.0105
Clearing STA
49.000
_________._____ _________._____
0020 201.0205
Grubbing STA
49.000
_________._____ _________._____
0030 203.0100
Removing Small Pipe Culverts EACH
46.000
_________._____ _________._____
0040 203.0200
Removing Old Structure (station) 01.2081+65.57
LUMP SUM _________._____LS
0050 203.0200
Removing Old Structure (station) 02.2084+32.45
LUMP SUM _________._____LS
0060 203.0200
Removing Old Structure (station) 03.2231+14.61
LUMP SUM _________._____LS
0070 203.0200
Removing Old Structure (station) 04.2305+83.40
LUMP SUM _________._____LS
0080 203.0200
Removing Old Structure (station) 05.2332+95.43
LUMP SUM _________._____LS
0090 203.0200
Removing Old Structure (station) 06.2412+77.73
LUMP SUM _________._____LS
0100 203.0200
Removing Old Structure (station) 07.2432+77.58
LUMP SUM _________._____LS
0110 203.0200
Removing Old Structure (station) 08.2447+32.38
LUMP SUM _________._____LS
0120 203.0200
Removing Old Structure (station) 09.2469+76.22
LUMP SUM _________._____LS
0130 203.0200
Removing Old Structure (station) 10.2497+16.23
LUMP SUM _________._____LS
0140 203.0200
Removing Old Structure (station) 11.2530+46.06
LUMP SUM _________._____LS
Proposal Schedule of Items Page 1 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0150 203.0200
Removing Old Structure (station) 12.2481+16.32
LUMP SUM _________._____LS
0160 203.0200
Removing Old Structure (station) 13.2539+55.14
LUMP SUM _________._____LS
0170 203.0200
Removing Old Structure (station) 14.2552+61.29
LUMP SUM _________._____LS
0180 203.0200
Removing Old Structure (station) 15.2567+68.96
LUMP SUM _________._____LS
0190 203.0200
Removing Old Structure (station) 16.2531+78.54
LUMP SUM _________._____LS
0200 204.0150
Removing Curb & Gutter LF
959.000
_________._____ _________._____
0210 204.0165
Removing Guardrail LF
5,631.000
_________._____ _________._____
0220 204.0170
Removing Fence LF
20,182.000
_________._____ _________._____
0230 204.0185
Removing Masonry CY
21.000
_________._____ _________._____
0240 204.0195
Removing Concrete Bases EACH
1.000
_________._____ _________._____
0250 205.0100
Excavation Common CY
82,977.000
_________._____ _________._____
0260 205.0200
Excavation Rock CY
13,705.000
_________._____ _________._____
0270 206.2000
Excavation for Structures Culverts(structure) 01. C-22-1759
LUMP SUM _________._____LS
0280 206.2000
Excavation for Structures Culverts(structure) 02. C-22-1760
LUMP SUM _________._____LS
0290 206.2000
Excavation for Structures Culverts(structure) 03. C-22-1762
LUMP SUM _________._____LS
Proposal Schedule of Items Page 2 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0300 206.2000
Excavation for Structures Culverts(structure) 04. C-22-1763
LUMP SUM _________._____LS
0310 206.2000
Excavation for Structures Culverts(structure) 05. C-22-1764
LUMP SUM _________._____LS
0320 206.2000
Excavation for Structures Culverts(structure) 06. C-22-1765
LUMP SUM _________._____LS
0330 206.2000
Excavation for Structures Culverts(structure) 07. C-22-1766
LUMP SUM _________._____LS
0340 206.2000
Excavation for Structures Culverts(structure) 08. C-22-1767
LUMP SUM _________._____LS
0350 206.2000
Excavation for Structures Culverts(structure) 09. C-22-1768
LUMP SUM _________._____LS
0360 206.2000
Excavation for Structures Culverts(structure) 10. C-22-1769
LUMP SUM _________._____LS
0370 206.2000
Excavation for Structures Culverts(structure) 11. C-22-1770
LUMP SUM _________._____LS
0380 206.2000
Excavation for Structures Culverts(structure) 12. C-22-1771
LUMP SUM _________._____LS
0390 206.2000
Excavation for Structures Culverts(structure) 13. C-22-1772
LUMP SUM _________._____LS
0400 206.2000
Excavation for Structures Culverts(structure) 14. C-22-1773
LUMP SUM _________._____LS
0410 206.2000
Excavation for Structures Culverts(structure) 15. C-22-1774
LUMP SUM _________._____LS
0420 208.0100
Borrow CY
103,777.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0430 210.2500
Backfill Structure Type B TON
6,668.000
_________._____ _________._____
0440 213.0100
Finishing Roadway (project) 01. 1650-06-73
EACH
1.000
_________._____ _________._____
0450 305.0110
Base Aggregate Dense 3/4-Inch TON
8,762.000
_________._____ _________._____
0460 305.0120
Base Aggregate Dense 1 1/4-Inch TON
65,185.000
_________._____ _________._____
0470 311.0115
Breaker Run CY
347.000
_________._____ _________._____
0480 312.0110
Select Crushed Material TON
35,959.000
_________._____ _________._____
0490 325.0100
Pulverize and Relay SY
216,316.000
_________._____ _________._____
0500 371.1000.S
QMP Base Aggregate Dense 1 1/4-InchCompaction
TON
65,185.000
_________._____ _________._____
0510 374.1020.S
QMP Pulverize and Relay Compaction SY
216,316.000
_________._____ _________._____
0520 416.0160
Concrete Driveway 6-Inch SY
70.000
_________._____ _________._____
0530 416.1010
Concrete Surface Drains CY
22.000
_________._____ _________._____
1.00000
0540 440.4410
Incentive IRI Ride DOL
19,156.000
19,156.00
0550 455.0605
Tack Coat GAL
12,831.000
_________._____ _________._____
1.00000
0560 460.2000
Incentive Density HMA Pavement DOL
47,370.000
47,370.00
1.00000
0570 460.2010
Incentive Air Voids HMA Pavement DOL
47,370.000
47,370.00
0580 460.4110.S
Reheating HMA Pavement LongitudinalJoints
LF
29,479.000
_________._____ _________._____
Proposal Schedule of Items Page 4 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0590 460.6223
HMA Pavement 3 MT 58-28 S TON
41,383.000
_________._____ _________._____
0600 460.6224
HMA Pavement 4 MT 58-28 S TON
29,316.000
_________._____ _________._____
0610 465.0120
Asphaltic Surface Driveways and FieldEntrances
TON
248.000
_________._____ _________._____
0620 465.0425
Asphaltic Shoulder Rumble Strips 2-LaneRural
LF
85,414.000
_________._____ _________._____
0630 465.0475
Asphalt Center Line Rumble Strips 2-Lane Rural
LF
33,031.000
_________._____ _________._____
0640 502.4205
Adhesive Anchors No. 5 Bar EACH
524.000
_________._____ _________._____
0650 504.0100
Concrete Masonry Culverts CY
439.000
_________._____ _________._____
0660 505.0400
Bar Steel Reinforcement HS Structures LB
36,750.000
_________._____ _________._____
0670 505.0600
Bar Steel Reinforcement HS CoatedStructures
LB
16,330.000
_________._____ _________._____
0680 516.0500
Rubberized Membrane Waterproofing SY
298.000
_________._____ _________._____
0690 520.8000
Concrete Collars for Pipe EACH
58.000
_________._____ _________._____
0700 520.9700.S
Culvert Pipe Liners (size) 01. 24-Inch LF
166.000
_________._____ _________._____
0710 520.9700.S
Culvert Pipe Liners (size) 02. 36-Inch LF
376.000
_________._____ _________._____
0720 520.9700.S
Culvert Pipe Liners (size) 03. 60-Inch LF
123.000
_________._____ _________._____
0730 520.9750.S
Cleaning Culvert Pipes for LinerVerification
EACH
3.000
_________._____ _________._____
Proposal Schedule of Items Page 5 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0760 521.0130
Culvert Pipe Corrugated Steel 30-Inch LF
4.000
_________._____ _________._____
0770 521.0136
Culvert Pipe Corrugated Steel 36-Inch LF
70.000
_________._____ _________._____
0780 521.0160
Culvert Pipe Corrugated Steel 60-Inch LF
66.000
_________._____ _________._____
0810 521.1030
Apron Endwalls for Culvert Pipe Steel30-Inch
EACH
2.000
_________._____ _________._____
0820 521.1036
Apron Endwalls for Culvert Pipe Steel36-Inch
EACH
2.000
_________._____ _________._____
0830 521.1060
Apron Endwalls for Culvert Pipe Steel60-Inch
EACH
6.000
_________._____ _________._____
0840 522.0124
Culvert Pipe Reinforced Concrete ClassIII 24-Inch
LF
374.000
_________._____ _________._____
0850 522.0130
Culvert Pipe Reinforced Concrete ClassIII 30-Inch
LF
38.000
_________._____ _________._____
0860 522.0136
Culvert Pipe Reinforced Concrete ClassIII 36-Inch
LF
86.000
_________._____ _________._____
0870 522.0142
Culvert Pipe Reinforced Concrete ClassIII 42-Inch
LF
48.000
_________._____ _________._____
0880 522.0148
Culvert Pipe Reinforced Concrete ClassIII 48-Inch
LF
56.000
_________._____ _________._____
0890 522.1018
Apron Endwalls for Culvert PipeReinforced Concrete 18-Inch
EACH
1.000
_________._____ _________._____
0900 522.1024
Apron Endwalls for Culvert PipeReinforced Concrete 24-Inch
EACH
34.000
_________._____ _________._____
0910 522.1030
Apron Endwalls for Culvert PipeReinforced Concrete 30-Inch
EACH
8.000
_________._____ _________._____
Proposal Schedule of Items Page 6 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0920 522.1036
Apron Endwalls for Culvert PipeReinforced Concrete 36-Inch
EACH
9.000
_________._____ _________._____
0930 522.1042
Apron Endwalls for Culvert PipeReinforced Concrete 42-Inch
EACH
6.000
_________._____ _________._____
0940 522.1048
Apron Endwalls for Culvert PipeReinforced Concrete 48-Inch
EACH
4.000
_________._____ _________._____
0950 524.0124
Culvert Pipe Salvaged 24-Inch LF
120.000
_________._____ _________._____
0960 524.0130
Culvert Pipe Salvaged 30-Inch LF
48.000
_________._____ _________._____
0970 524.0136
Culvert Pipe Salvaged 36-Inch LF
24.000
_________._____ _________._____
0980 524.0142
Culvert Pipe Salvaged 42-Inch LF
24.000
_________._____ _________._____
0990 524.0148
Culvert Pipe Salvaged 48-Inch LF
24.000
_________._____ _________._____
1000 524.0624
Apron Endwalls for Culvert PipeSalvaged 24-Inch
EACH
1.000
_________._____ _________._____
1010 601.0411
Concrete Curb & Gutter 30-Inch Type D LF
57.000
_________._____ _________._____
1020 601.0415
Concrete Curb & Gutter 6-Inch Sloped30-Inch Type J
LF
62.000
_________._____ _________._____
1030 601.0553
Concrete Curb & Gutter 4-Inch Sloped36-Inch Type D
LF
565.000
_________._____ _________._____
1040 601.0557
Concrete Curb & Gutter 6-Inch Sloped36-Inch Type D
LF
2,404.000
_________._____ _________._____
1050 606.0200
Riprap Medium CY
150.000
_________._____ _________._____
1060 606.0300
Riprap Heavy CY
87.000
_________._____ _________._____
Proposal Schedule of Items Page 7 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1070 608.0418
Storm Sewer Pipe Reinforced ConcreteClass IV 18-Inch
LF
136.000
_________._____ _________._____
1080 608.0424
Storm Sewer Pipe Reinforced ConcreteClass IV 24-Inch
LF
126.000
_________._____ _________._____
1090 611.0615
Inlet Covers Type F EACH
1.000
_________._____ _________._____
1100 611.0630
Inlet Covers Type HM-GJ EACH
2.000
_________._____ _________._____
1110 611.0642
Inlet Covers Type MS EACH
3.000
_________._____ _________._____
1120 611.3004
Inlets 4-FT Diameter EACH
3.000
_________._____ _________._____
1130 611.3903
Inlets Median 3 Grate EACH
1.000
_________._____ _________._____
1140 611.8110
Adjusting Manhole Covers EACH
2.000
_________._____ _________._____
1150 614.2300
MGS Guardrail 3 LF
67.000
_________._____ _________._____
1160 614.2500
MGS Thrie Beam Transition LF
160.000
_________._____ _________._____
1170 614.2610
MGS Guardrail Terminal EAT EACH
4.000
_________._____ _________._____
1180 616.0700.S
Fence Safety LF
118.000
_________._____ _________._____
1190 618.0100
Maintenance And Repair of Haul Roads(project) 01. 1650-06-73
EACH
1.000
_________._____ _________._____
1200 619.1000
Mobilization EACH
1.000
_________._____ _________._____
1210 620.0300
Concrete Median Sloped Nose SF
64.000
_________._____ _________._____
1220 624.0100
Water MGAL
2,160.000
_________._____ _________._____
Proposal Schedule of Items Page 8 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1230 625.0500
Salvaged Topsoil SY
295,226.000
_________._____ _________._____
1240 627.0200
Mulching SY
273,616.000
_________._____ _________._____
1250 628.1504
Silt Fence LF
51,300.000
_________._____ _________._____
1260 628.1520
Silt Fence Maintenance LF
51,300.000
_________._____ _________._____
1270 628.1905
Mobilizations Erosion Control EACH
8.000
_________._____ _________._____
1280 628.1910
Mobilizations Emergency Erosion Control EACH
4.000
_________._____ _________._____
1290 628.2002
Erosion Mat Class I Type A SY
63,000.000
_________._____ _________._____
1300 628.2004
Erosion Mat Class I Type B SY
3,800.000
_________._____ _________._____
1310 628.7005
Inlet Protection Type A EACH
5.000
_________._____ _________._____
1320 628.7020
Inlet Protection Type D EACH
5.000
_________._____ _________._____
1330 628.7504
Temporary Ditch Checks LF
1,600.000
_________._____ _________._____
1340 628.7555
Culvert Pipe Checks EACH
490.000
_________._____ _________._____
1350 628.7560
Tracking Pads EACH
10.000
_________._____ _________._____
1360 629.0205
Fertilizer Type A CWT
273.000
_________._____ _________._____
1370 630.0110
Seeding Mixture No. 10 LB
3,116.000
_________._____ _________._____
1380 630.0130
Seeding Mixture No. 30 LB
3,644.000
_________._____ _________._____
1390 630.0200
Seeding Temporary LB
11,698.000
_________._____ _________._____
Proposal Schedule of Items Page 9 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1400 633.5200
Markers Culvert End EACH
80.000
_________._____ _________._____
1410 634.0614
Posts Wood 4x6-Inch X 14-FT EACH
81.000
_________._____ _________._____
1420 634.0616
Posts Wood 4x6-Inch X 16-FT EACH
69.000
_________._____ _________._____
1430 634.0618
Posts Wood 4x6-Inch X 18-FT EACH
22.000
_________._____ _________._____
1440 634.0808
Posts Tubular Steel 2x2-Inch X 8-FT EACH
1.000
_________._____ _________._____
1450 637.2210
Signs Type II Reflective H SF
818.110
_________._____ _________._____
1460 637.2230
Signs Type II Reflective F SF
321.500
_________._____ _________._____
1470 638.2102
Moving Signs Type II EACH
1.000
_________._____ _________._____
1480 638.2602
Removing Signs Type II EACH
149.000
_________._____ _________._____
1490 638.3000
Removing Small Sign Supports EACH
145.000
_________._____ _________._____
1500 642.5001
Field Office Type B EACH
1.000
_________._____ _________._____
1510 643.0100
Traffic Control (project) 01. 1650-06-73 EACH
1.000
_________._____ _________._____
1520 643.0300
Traffic Control Drums DAY
39,689.000
_________._____ _________._____
1530 643.0420
Traffic Control Barricades Type III DAY
5,610.000
_________._____ _________._____
1540 643.0705
Traffic Control Warning Lights Type A DAY
640.000
_________._____ _________._____
1550 643.0715
Traffic Control Warning Lights Type C DAY
170.000
_________._____ _________._____
1560 643.0900
Traffic Control Signs DAY
4,300.000
_________._____ _________._____
Proposal Schedule of Items Page 10 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1570 643.1050
Traffic Control Signs PCMS DAY
14.000
_________._____ _________._____
1580 645.0105
Geotextile Type C SY
1,230.000
_________._____ _________._____
1590 645.0120
Geotextile Type HR SY
203.000
_________._____ _________._____
1600 645.0130
Geotextile Type R SY
590.000
_________._____ _________._____
1610 646.0106
Pavement Marking Epoxy 4-Inch LF
111,046.000
_________._____ _________._____
1620 646.0126
Pavement Marking Epoxy 8-Inch LF
3,363.000
_________._____ _________._____
1630 646.0406
Pavement Marking Same Day Epoxy 4-Inch
LF
62,339.000
_________._____ _________._____
1640 647.0566
Pavement Marking Stop Line Epoxy 18-Inch
LF
218.000
_________._____ _________._____
1650 648.0100
Locating No-Passing Zones MI
9.578
_________._____ _________._____
1660 649.0403
Temporary Pavement Marking Epoxy 4-Inch
LF
62,339.000
_________._____ _________._____
1670 650.4000
Construction Staking Storm Sewer EACH
7.000
_________._____ _________._____
1680 650.4500
Construction Staking Subgrade LF
53,049.000
_________._____ _________._____
1690 650.5000
Construction Staking Base LF
53,049.000
_________._____ _________._____
1700 650.5500
Construction Staking Curb Gutter andCurb & Gutter
LF
3,095.000
_________._____ _________._____
1710 650.6000
Construction Staking Pipe Culverts EACH
77.000
_________._____ _________._____
Proposal Schedule of Items Page 11 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1720 650.6500
Construction Staking Structure Layout(structure) 01. C-22-1759
LUMP SUM _________._____LS
1730 650.6500
Construction Staking Structure Layout(structure) 02. C-22-1760
LUMP SUM _________._____LS
1740 650.6500
Construction Staking Structure Layout(structure) 03. C-22-1762
LUMP SUM _________._____LS
1750 650.6500
Construction Staking Structure Layout(structure) 04. C-22-1763
LUMP SUM _________._____LS
1760 650.6500
Construction Staking Structure Layout(structure) 05. C-22-1764
LUMP SUM _________._____LS
1770 650.6500
Construction Staking Structure Layout(structure) 06. C-22-1765
LUMP SUM _________._____LS
1780 650.6500
Construction Staking Structure Layout(structure) 07. C-22-1766
LUMP SUM _________._____LS
1790 650.6500
Construction Staking Structure Layout(structure) 08. C-22-1767
LUMP SUM _________._____LS
1800 650.6500
Construction Staking Structure Layout(structure) 09. C-22-1768
LUMP SUM _________._____LS
1810 650.6500
Construction Staking Structure Layout(structure) 10. C-22-1769
LUMP SUM _________._____LS
1820 650.6500
Construction Staking Structure Layout(structure) 11. C-22-1770
LUMP SUM _________._____LS
1830 650.6500
Construction Staking Structure Layout(structure) 12. C-22-1771
LUMP SUM _________._____LS
1840 650.6500
Construction Staking Structure Layout(structure) 13. C-22-1772
LUMP SUM _________._____LS
Proposal Schedule of Items Page 12 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1850 650.6500
Construction Staking Structure Layout(structure) 14. C-22-1773
LUMP SUM _________._____LS
1860 650.6500
Construction Staking Structure Layout(structure) 15. C-22-1774
LUMP SUM _________._____LS
1870 650.8000
Construction Staking ResurfacingReference
LF
51,797.000
_________._____ _________._____
1880 650.9910
Construction Staking SupplementalControl (project) 01. 1650-06-73
LUMP SUM _________._____LS
1890 650.9920
Construction Staking Slope Stakes LF
53,049.000
_________._____ _________._____
1900 690.0150
Sawing Asphalt LF
28,347.000
_________._____ _________._____
1910 690.0250
Sawing Concrete LF
65.000
_________._____ _________._____
1.00000
1920 715.0502
Incentive Strength Concrete Structures DOL
2,634.000
2,634.00
5.00000
1930 ASP.1T0A
On-the-Job Training Apprentice at$5.00/HR
HRS
2,500.000
12,500.00
5.00000
1940 ASP.1T0G
On-the-Job Training Graduate at$5.00/HR
HRS
3,520.000
17,600.00
1950 SPV.0035
Special 01. Excess Pulverized Material CY
346.000
_________._____ _________._____
1960 SPV.0060
Special 01. Hot Mix Asphalt PercentWithin Limit (PWL) Test Strip
EACH
1.000
_________._____ _________._____
1970 520.1018
Apron Endwalls for Culvert Pipe 18-Inch EACH
76.000
_________._____ _________._____
1980 520.1024
Apron Endwalls for Culvert Pipe 24-Inch EACH
10.000
_________._____ _________._____
1990 520.3318
Culvert Pipe Class III-A 18-Inch LF
1,898.000
_________._____ _________._____
Proposal Schedule of Items Page 13 of 14
Wisconsin Department of Transportation 03/03/2017 08:51:30
Proposal ID: 20170314003 Project(s): 1650-06-73
Federal ID(s): WISC 2017093
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
2000 520.3324
Culvert Pipe Class III-A 24-Inch LF
334.000
_________._____ _________._____
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 14 of 14
