wisconsin department of transportation · 1/15/2019 · 149 lighting plan – schematic (updated...
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Wisconsin Department of Transportation
Version 02-2017 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4822 Madison Yards Way, 4th Floor South Madison, WI 53705 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
January 10, 2019
NOTICE TO ALL CONTRACTORS: Proposal #14: 1100-36-70, WISC 2019 074
Milwaukee - Fond du Lac Milwaukee Co Ln to Washington Co Ln NB, Rdwy IH 41 Waukesha County
1100-36-71, WISC 2019 075 Milwaukee - Fond du Lac Milwaukee Co Ln to Washington Co Ln SB, Rdwy IH 41 Waukesha County
Letting of January 15, 2019 This is Addendum No. 02, which provides for the following: Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
204.0125 Removing Asphaltic Surface Milling TON 72,160 290 72,450 460.7223 HMA Pavement 3 HT 58-28 S TON 41,930 115 42,045 460.7624 HMA Pavement 4 HT 58-28 V TON 28,075 175 28,250
SPV.0060.002 HMA Percent Within Limits (PWL) Test Strip Volumetrics *
EACH 6 0 6
SPV.0060.003 HMA Percent Within Limits (PWL) Test Strip Density *
EACH 6 0 6
* Bid Items SPV.0060.002 and SPV.0060.003 had pre-established bid prices. The pre-established bid price has been removed and the bid items should be bid accordingly.
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
660.0100 High Mast Lighting Foundation (location) 101. HML-67-131
LS 0 1 1
660.0100 High Mast Lighting Foundation (location) 102. HML-67-132
LS 0 1 1
660.0100 High Mast Lighting Foundation (location) 103. HML-67-133
LS 0 1 1
660.0100 High Mast Lighting Foundation (location) 104. HML-67-134
LS 0 1 1
660.0100 High Mast Lighting Foundation (location) 105. HML-67-135
LS 0 1 1
660.0200 High Mast Lighting Tower (location) 101. HML-67-131
LS 0 1 1
660.0200 High Mast Lighting Tower (location) 102. HML-67-132
LS 0 1 1
660.0200 High Mast Lighting Tower (location) 103. HML-67-133
LS 0 1 1
660.0200 High Mast Lighting Tower (location) 104. HML-67-134
LS 0 1 1
660.0200 High Mast Lighting Tower (location) 105. HML-67-135
LS 0 1 1
Deleted Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
660.0100 High Mast Lighting Foundation (location) 101. HML-67-003
LS 1 -1 0
660.0100 High Mast Lighting Foundation (location) 102. HML-67-004
LS 1 -1 0
660.0100 High Mast Lighting Foundation (location) 103. HML-67-005
LS 1 -1 0
660.0100 High Mast Lighting Foundation (location) 104. HML-67-006
LS 1 -1 0
660.0100 High Mast Lighting Foundation (location) 105. HML-67-007
LS 1 -1 0
660.0200 High Mast Lighting Tower (location) 101. HML-67-003
LS 1 -1 0
660.0200 High Mast Lighting Tower (location) 102. HML-67-004
LS 1 -1 0
660.0200 High Mast Lighting Tower (location) 103. HML-67-005
LS 1 -1 0
660.0200 High Mast Lighting Tower (location) 104. HML-67-006
LS 1 -1 0
660.0200 High Mast Lighting Tower (location) 105. HML-67-007
LS 1 -1 0
Plan Sheets:
Revised Plan Sheets – 1100-36-70 Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
148 Lighting Plan – Proposed (updated HML number) 149 Lighting Plan – Schematic (updated HML number) 150 Lighting Plan – Proposed (updated HML number) 151 Lighting Plan – Schematic (updated HML number) 152 Lighting Plan – Proposed (updated HML number) 153 Lighting Plan – Schematic (updated HML number) 261 Miscellaneous Quantities (updated bid item names for updated HML numbers)
Revised Plan Sheets – 1100-36-71
Plan Sheet
Plan Sheet Title (brief description of changes to sheet)
203 Miscellaneous Quantities – Updated Removing Asphaltic Surface Milling quantity to incorporate wedges.
209 Miscellaneous Quantities – Updated two asphalt quantities to incorporate wedges.
210 Miscellaneous Quantities – Updated two asphalt quantities to incorporate wedges.
101 Miscellaneous Quantities – Updated Removing Asphaltic Surface Milling quantity to incorporate wedges.
104 Miscellaneous Quantities – Updated two asphalt quantities to incorporate wedges. 105 Miscellaneous Quantities – Updated two asphalt quantities to incorporate wedges.
Added Plan Sheets – 1100-36-70 Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
487A HML Foundations 487B Subsurface investigations 487C Subsurface investigations
Schedule of Items Attached, dated January 10, 2019, are the revised Schedule of Items Pages 1, 4, and 16 – 20. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised Plan Sheets ID 1100-36-70 sheet 148, 149, 150, 151, 152, 153, 203, 209, 210, 261 ID 1100-36-71 sheet 101, 104, 105 Added Plan Sheets ID 1100-36-70 sheet 487A, 487B, 487C
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
END OF ADDENDUM
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339
----
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265
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----
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----
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180+
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LA
NE18
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INSI
DE S
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AND
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181+
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188+
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SIDE
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LA
NE18
8+15
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SIDE
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SIDE
LA
NE18
9+28
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4+81
350
INSI
DE S
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AND
INSI
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194+
81-
195+
5350
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195+
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200+
0030
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SIDE
SHO
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SIDE
LA
NE20
0+00
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1+05
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SIDE
SHO
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SIDE
LA
NE20
1+05
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INSI
DE S
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INSI
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209+
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210+
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LA
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0+46
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DE S
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217+
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217+
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DLE
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OUT
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LA
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7+98
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3+20
400
MID
DLE
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AND
OUT
SIDE
LA
NE22
1+04
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1+40
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SIDE
SHO
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R A
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SIDE
LA
NE22
1+40
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4+04
150
INSI
DE S
HOUL
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AND
INSI
DE L
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223+
20-
223+
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MID
DLE
LANE
AND
OUT
SIDE
LA
NE22
3+84
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NE A
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DE L
ANE
224+
04-
224+
8150
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INSI
DE L
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224+
10-
233+
7135
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LA
NE22
4+81
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3+67
550
INSI
DE S
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AND
INSI
DE L
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233+
67-
234+
0020
INSI
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INSI
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234+
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279+
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850
INSI
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INSI
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249+
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274+
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LA
NE27
9+88
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0+08
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SIDE
SHO
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R A
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SIDE
LA
NE28
0+08
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5+99
350
INSI
DE S
HOUL
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AND
INSI
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284+
03-
293+
0070
0M
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ANE
284+
50-
293+
0030
0A
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LA
NE28
5+99
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6+23
15IN
SIDE
SHO
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R A
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SIDE
LA
NE28
6+23
-28
7+57
100
INSI
DE S
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DER
AND
INSI
DE L
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286+
51-
293+
0020
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287+
57-
287+
8920
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AND
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287+
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295+
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SIDE
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3+00
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293+
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346+
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OUT
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SIDE
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NE29
6+00
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0+75
300
INSI
DE S
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AND
INSI
DE L
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300+
75-
302+
4210
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SIDE
SHO
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R A
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SIDE
LA
NE30
2+42
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INSI
DE S
HOUL
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AND
INSI
DE L
ANE
304+
39-
304+
6420
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AND
INSI
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304+
64-
319+
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SHO
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R A
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SIDE
LA
NE31
9+29
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1+39
150
INSI
DE S
HOUL
DER
AND
INSI
DE L
ANE
321+
39-
324+
5320
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SIDE
SHO
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R A
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SIDE
LA
NE32
3+84
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7+00
450
AUX
ILIA
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324+
53-
334+
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SIDE
SHO
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R A
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SIDE
LA
NE
204.
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REM
OV
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MA
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1000
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337+
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344+
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SIDE
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344+
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346+
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PLO
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ATE
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: 1
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450.
4000
455.
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460.
2000
460.
2005
460.
2007
460.
2010
460.
7223
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7224
460.
7624
SPV
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172+
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172+
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0.02
172+
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178+
88--
55--
225
505
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110
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0.02
0.02
181+
66-
188+
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215
519
215
130
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0.02
0.02
188+
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189+
28--
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4090
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0.02
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194+
81--
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180
442
180
110
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0.02
0.02
194+
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195+
53--
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2558
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4+81
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3+67
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115
0.03
0.03
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234+
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249+
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125
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261
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310
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030.
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9+88
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2,41
098
059
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385
0.03
0.03
279+
88-
280+
08--
----
1016
105
--5
0.03
0.03
280+
08-
285+
99--
45--
190
473
190
115
--75
0.03
0.03
285+
99-
286+
23--
----
1019
105
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0.03
0.03
286+
23-
287+
57--
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4010
740
25--
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030.
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7+57
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7+89
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2610
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561
925
515
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100
0.03
0.03
295+
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296+
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1530
1510
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155
380
155
95--
600.
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0330
0+75
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134
6035
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0.03
0.03
302+
42-
304+
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6515
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40--
250.
030.
0330
4+39
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4+64
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2010
5--
50.
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0330
4+64
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9+29
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490
1,17
249
029
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200
0.03
0.03
319+
29-
321+
39--
20--
7516
875
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300.
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1+39
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110
060
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0.03
324+
53-
334+
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90--
365
826
365
220
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50.
030.
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4+85
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7+24
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191
7545
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0.03
0.03
337+
24-
344+
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65--
265
601
265
160
--10
50.
030.
0334
4+75
-34
6+00
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--40
100
4025
--15
0.03
0.03
MID
DLE
LANE
172+
00-
249+
76--
620
--3,
050
6,22
13,
050
2,04
0--
1,01
00.
330.
3317
2+00
-34
6+00
----
----
----
55--
85--
--24
9+76
-28
5+15
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5--
1,38
02,
831
1,38
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5--
455
0.33
0.33
285+
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346+
00--
485
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380
4,86
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1,60
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0.34
0.34
OUT
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LA
NE17
2+00
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7+01
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1,74
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1,74
51,
165
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15
INCE
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: 0
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:
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450.
4000
455.
0605
460.
2000
460.
2005
460.
2007
460.
2010
460.
7223
460.
7224
460.
7624
SPV
.006
0.00
2SP
V.0
060.
003
HMA
CO
LDHM
AHM
AHM
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EATH
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Y H
MA
DE
NSIT
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WL
HMA
DE
NSIT
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MA
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AIR
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HMA
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CATI
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TOST
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DOL
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DOL
TON
TON
TON
EACH
EACH
1000
INSI
DE S
HLD
172+
00-
346+
005,
190
1,25
5--
----
5,19
03,
165
--2,
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----
OUT
SIDE
SHL
D17
2+00
-18
6+81
--10
0--
----
430
270
--16
0--
--18
6+81
-18
9+56
--20
----
--85
55--
30--
--18
9+56
-24
7+98
--39
0--
----
1,69
51,
070
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5--
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4+60
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4+03
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----
--27
517
5--
100
----
284+
03-
284+
50--
----
----
105
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----
286+
51-
326+
00--
265
----
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145
725
--42
0--
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6+00
-33
9+42
--10
0--
----
430
270
--16
0--
--33
9+42
-34
1+89
--10
----
--40
25--
15--
--34
1+89
-34
6+00
--25
----
--12
075
--45
----
AUX
. LA
NE17
2+00
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2+38
--85
--36
5--
365
230
--13
5--
--22
4+00
-23
3+71
--80
--34
0--
340
215
--12
5--
--24
7+98
-27
4+60
--21
5--
925
--92
558
5--
340
----
284+
50-
293+
00--
70--
295
--29
518
5--
110
----
323+
84-
337+
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105
--46
0--
460
290
--17
0--
--33
7+00
-33
9+42
--20
--85
--85
55--
30--
--33
9+42
-34
1+89
--20
--85
--85
55--
30--
--RA
MP
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233M
D+70
-24
1MD+
11--
125
269
----
----
210
210
----
241M
D+11
-24
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96--
4596
----
----
7575
----
243M
D+96
-24
5MD+
79--
4590
----
----
7070
----
245M
D+79
-24
9MD+
58--
105
211
----
----
165
165
----
249M
D+58
-25
1MD+
99--
7516
0--
----
--12
512
5--
--25
1MD+
99-
252M
D+41
--15
26--
----
--20
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253M
D+55
--30
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----
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135
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105
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0002 203.0100Removing Small Pipe Culverts EACH
1.000_________._____ _________._____
0004 203.0200Removing Old Structure (station) 001.Station 154+35
LUMP SUM _________._____LS
0006 204.0100Removing Pavement SY
2,710.000_________._____ _________._____
0008 204.0125Removing Asphaltic Surface Milling TON
72,450.000_________._____ _________._____
0010 204.0150Removing Curb & Gutter LF
770.000_________._____ _________._____
0012 204.0155Removing Concrete Sidewalk SY
200.000_________._____ _________._____
0014 204.0157Removing Concrete Barrier LF
1,164.000_________._____ _________._____
0016 204.0165Removing Guardrail LF
93.000_________._____ _________._____
0018 204.0170Removing Fence LF
270.000_________._____ _________._____
0020 204.0195Removing Concrete Bases EACH
52.000_________._____ _________._____
0022 204.0220Removing Inlets EACH
1.000_________._____ _________._____
0024 204.0245Removing Storm Sewer (size) 001. 12-Inch
LF8.000
_________._____ _________._____
0026 204.0245Removing Storm Sewer (size) 002. 15-Inch
LF53.000
_________._____ _________._____
0028 204.0245Removing Storm Sewer (size) 003. 24-Inch
LF35.000
_________._____ _________._____
0030 204.9060.SRemoving (item description) 101.Distribution Center
EACH5.000
_________._____ _________._____
Proposal Schedule of Items Page 1 of 20
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0090 416.1710Concrete Pavement Repair SY
50.000_________._____ _________._____
0092 416.1715Concrete Pavement Repair SHES SY
25.000_________._____ _________._____
0094 416.1725Concrete Pavement Replacement SHES SY
170.000_________._____ _________._____
0096 450.4000HMA Cold Weather Paving TON
10,760.000_________._____ _________._____
0098 455.0605Tack Coat GAL
17,445.000_________._____ _________._____
1.000000100 460.2000
Incentive Density HMA Pavement DOL5,690.000
5,690.00
1.000000102 460.2005
Incentive Density PWL HMA Pavement DOL45,495.000
45,495.00
1.000000104 460.2007
Incentive Density HMA PavementLongitudinal Joints
DOL86,640.000
86,640.00
1.000000106 460.2010
Incentive Air Voids HMA Pavement DOL65,770.000
65,770.00
0108 460.7223HMA Pavement 3 HT 58-28 S TON
42,045.000_________._____ _________._____
0110 460.7224HMA Pavement 4 HT 58-28 S TON
4,385.000_________._____ _________._____
0112 460.7624HMA Pavement 4 HT 58-28 V TON
28,250.000_________._____ _________._____
0114 465.0110Asphaltic Surface Patching TON
100.000_________._____ _________._____
0116 465.0125Asphaltic Surface Temporary TON
640.000_________._____ _________._____
0118 495.1000.SCold patch TON
20.000_________._____ _________._____
0120 502.0100Concrete Masonry Bridges CY
5.000_________._____ _________._____
Proposal Schedule of Items Page 4 of 20
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0466 658.0500Pedestrian Push Buttons EACH
2.000_________._____ _________._____
0468 658.5069Signal Mounting Hardware (location)301. USH 41/45 SB Ramp/Fond Du LacAve. & STH 145
LUMP SUM _________._____LS
0470 659.0400Luminaires High Mast Lighting LED EACH
24.000_________._____ _________._____
0472 659.0600Underdeck Lighting (location) 101. CTHQ - EB
LUMP SUM _________._____LS
0474 659.0600Underdeck Lighting (location) 102. CTHQ - WB
LUMP SUM _________._____LS
0476 659.1125Luminaires Utility LED C EACH
38.000_________._____ _________._____
0478 659.1130Luminaires Utility LED D EACH
133.000_________._____ _________._____
0480 659.1215Luminaires Underdeck LED C EACH
4.000_________._____ _________._____
0482 659.2230Lighting Control Cabinets 240/480 30-Inch
EACH2.000
_________._____ _________._____
0504 662.6020.SRamp Closure Barricade Rack 2-Unit EACH
2.000_________._____ _________._____
0506 690.0150Sawing Asphalt LF
410.000_________._____ _________._____
0508 690.0250Sawing Concrete LF
39,930.000_________._____ _________._____
1.000000510 715.0415
Incentive Strength Concrete Pavement DOL1,220.000
1,220.00
1.000000512 715.0502
Incentive Strength Concrete Structures DOL500.000
500.00
1.000000514 740.0440
Incentive IRI Ride DOL44,865.000
44,865.00
Proposal Schedule of Items Page 16 of 20
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
5.000000516 ASP.1T0A
On-the-Job Training Apprentice at$5.00/HR
HRS4,800.000
24,000.00
5.000000518 ASP.1T0G
On-the-Job Training Graduate at$5.00/HR
HRS9,000.000
45,000.00
0520 SPV.0060Special 001. Repair and RegroutStructure Pipe Holes
EACH5.000
_________._____ _________._____
0522 SPV.0060Special 002. HMA Percent Within Limits(PWL) Test Strip Volumetrics
EACH6.000
_________._____ _________._____
0524 SPV.0060Special 003. HMA Percent Within Limits(PWL) Test Strip Density
EACH6.000
_________._____ _________._____
0526 SPV.0060Special 004. Traffic Control Local RoadLane Closures
EACH10.000
_________._____ _________._____
0528 SPV.0060Special 005. Traffic Control Close-OpenFreeway Entrance Ramp
EACH600.000
_________._____ _________._____
0530 SPV.0060Special 006. Field Facilities Office Space EACH
1.000_________._____ _________._____
0532 SPV.0060Special 007. Sand Bags EACH
200.000_________._____ _________._____
0534 SPV.0060Special 101. Poles Wood 60-FT EACH
6.000_________._____ _________._____
0536 SPV.0060Special 102. Poles Wood 35-FT EACH
2.000_________._____ _________._____
0538 SPV.0060Special 103. Wood Pole Lighting 60-FT EACH
55.000_________._____ _________._____
0540 SPV.0060Special 104. Wood Pole Lighting 35-FT EACH
3.000_________._____ _________._____
0542 SPV.0060Special 105. Luminaires Utility HPS 1000Watts Floodlight
EACH55.000
_________._____ _________._____
Proposal Schedule of Items Page 17 of 20
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0544 SPV.0060Special 106. Luminaires Utility HPS 400Watts Floodlight
EACH3.000
_________._____ _________._____
0546 SPV.0060Special 107. Lighting Units Salvaged EACH
1.000_________._____ _________._____
0548 SPV.0060Special 108. Concrete Bases Type HF3 EACH
59.000_________._____ _________._____
0550 SPV.0060Special 109. Poles Type F EACH
63.000_________._____ _________._____
0552 SPV.0060Special 110. Luminaire Arms SingleMember 4-Inch Clamp 4-FT
EACH126.000
_________._____ _________._____
0554 SPV.0060Special 111. Lighting Control Cabinets277/480 VAC
EACH3.000
_________._____ _________._____
0556 SPV.0060Special 112. Concrete Bases Type B EACH
5.000_________._____ _________._____
0558 SPV.0060Special 201. Salvage and Reinstall FiberOptic Junction Box
EACH1.000
_________._____ _________._____
0560 SPV.0060Special 301. Traffic Signal ElectricalRiser
EACH1.000
_________._____ _________._____
0562 SPV.0075Special 001. Pavement Cleanup Project1100-36-70
HRS100.000
_________._____ _________._____
0564 SPV.0075Special 002. Pavement Cleanup Project1100-36-71
HRS100.000
_________._____ _________._____
0566 SPV.0090Special 001. Concrete Barrier, SingleFaced 32-Inch, Special
LF165.000
_________._____ _________._____
0568 SPV.0090Special 002. Concrete Barrier, DoubleFaced 51-Inch, Special
LF660.000
_________._____ _________._____
0570 SPV.0090Special 101. Cable In Duct 3-4 AWG, 1-8AWG
LF650.000
_________._____ _________._____
Proposal Schedule of Items Page 18 of 20
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0572 SPV.0090Special 102. Cable In Duct 3-2 AWG, 1-8AWG
LF650.000
_________._____ _________._____
0574 SPV.0090Special 103. Cable Aerial Aluminum 6AWG Quadruplex
LF4,490.000
_________._____ _________._____
0576 SPV.0090Special 104. Cable Aerial Aluminum 4AWG Quadruplex
LF8,050.000
_________._____ _________._____
0578 SPV.0090Special 105. Cable Aerial Aluminum 2AWG Quadruplex
LF6,240.000
_________._____ _________._____
0580 SPV.0090Special 106. Cable Aerial Aluminum 6AWG Triplex
LF1,440.000
_________._____ _________._____
0582 SPV.0090Special 107. Cable Aerial Aluminum 4AWG Triplex
LF7,885.000
_________._____ _________._____
0584 SPV.0090Special 201. Pipe Underdrain Wrapped6-Inch Special
LF1,128.000
_________._____ _________._____
0586 SPV.0105Special 001. Survey Project 1100-36-70 LUMP SUM _________._____LS
0588 SPV.0105Special 002. Survey Project 1100-36-71 LUMP SUM _________._____LS
0590 SPV.0105Special 101. Maintenance of LightingSystem
LUMP SUM _________._____LS
0592 SPV.0105Special 102. Lighting System Integrator LUMP SUM _________._____LS
0594 SPV.0105Special 103. Lighting System Survey LUMP SUM _________._____LS
0596 SPV.0165Special 001. Concrete Barrier SurfaceRepair
SF385.000
_________._____ _________._____
0598 SPV.0180Special 001. Concrete Drainage Outlet SY
100.000_________._____ _________._____
Proposal Schedule of Items Page 19 of 20
Wisconsin Department of Transportation 01/10/2019 12:16:42
Proposal ID: 20190115014 Project(s): 1100-36-70, 1100-36-71Federal ID(s): WISC 2019074, WISC 2019075
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0600 SPV.0195Special 001. Joint and Crack Repair TON
646.000_________._____ _________._____
0602 660.0100High Mast Foundation (location) 101.HML-67-131
LUMP SUM _________._____LS
0604 660.0100High Mast Foundation (location) 102.HML-67-132
LUMP SUM _________._____LS
0606 660.0100High Mast Foundation (location) 103.HML-67-133
LUMP SUM _________._____LS
0608 660.0100High Mast Foundation (location) 104.HML-67-134
LUMP SUM _________._____LS
0610 660.0100High Mast Foundation (location) 105.HML-67-135
LUMP SUM _________._____LS
0612 660.0200High Mast Lighting Tower (location) 101.HML-67-131
LUMP SUM _________._____LS
0614 660.0200High Mast Lighting Tower (location) 102.HML-67-132
LUMP SUM _________._____LS
0616 660.0200High Mast Lighting Tower (location) 103.HML-67-133
LUMP SUM _________._____LS
0618 660.0200High Mast Lighting Tower (location) 104.HML-67-134
LUMP SUM _________._____LS
0620 660.0200High Mast Lighting Tower (location) 105.HML-67-135
LUMP SUM _________._____LS
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 20 of 20