wisconsin department of transportationthe contractor for project 1007-12-74/75 will place...
TRANSCRIPT
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
December 2, 2019
NOTICE TO ALL CONTRACTORS: Proposal 001: 1007-12-78, WISC 2019 732
Illinois State Line – Madison USH 12/18 Intchg/Core NB/Early Work IH 39 Dane County
Letting of December 10, 2019 This is Addendum No. 01, which provides for the following: Special Provisions:
Revised Special Provisions Article
No. Description
3 Prosecution and Progress 8 Other Contracts 34 High Performance Dowel Bars for Concrete Pavement
Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
205.0100 Excavation Common CY 32,580 210 32,790 455.0605 Tack Coat GAL 569 57 626 460.7222 HMA Pavement 2 HT 58-28 S TON 1,843 260 2,103 460.7624 HMA Pavement 4 HT 58-28 V TON 360 150 510 643.0300 Traffic Control Drums Days 87,245 405 87,650 643.0420 Traffic Control Barricades Type III Days 2,540 3 2,543 643.0705 Traffic Control Warning Lights Type A Days 4,193 6 4,199 643.0715 Traffic Control Warning Lights Type C Days 14,032 30 14,062 643.0800 Traffic Control Arrow Boards Days 748 5 753 643.0900 Traffic Control Signs Days 35,710 75 35,785 643.1050 Traffic Control Signs PCMS Days 291 12 303 690.0150 Sawing Asphalt LF 1,223 248 1,471
SPV.0035.001 Roadway Embankment CY 350,360 -40,000 310,360
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
9 Typical Sections (revised Typical Finished Section to reflect HMA shoulder replacement)
10 Typical Sections (revised Typical Finished Section to reflect HMA shoulder replacement; revised legend to include symbol AP67 for HMA Pavement 6.75-Inch)
42 Plan Details (updated to show location of HMA shoulder replacement; revised legend to include symbol AP67 for HMA Pavement 6.75-Inch and SW01 for Sawing Asphalt)
43 Plan Details (updated to show location of HMA shoulder replacement; revised legend to include symbol AP67 for HMA Pavement 6.75-Inch and SW01 for Sawing Asphalt)
85 Traffic Control – Construction Staging Typicals (revised to reflect HMA shoulder replacement)
86-91 Traffic Control – IH 39 SB Shoulder Closure (revised note stating to place barrier after HMA shoulder replacement)
184 Miscellaneous Quantities (updated quantities for Excavation Common and Roadway Embankment to reflect changes HMA shoulder replacement and placement of waste material within the project limits by project ID 1007-12-74/75; revised Note 7 to indicate change in CY)
186 Miscellaneous Quantities (revised quantities associated with HMA shoulder replacement) 193 Miscellaneous Quantities (revised quantities associated with HMA shoulder replacement)
195-196 Miscellaneous Quantities (revised quantities associated with HMA shoulder replacement)
Added Plan Sheets Plan
Sheet Plan Sheet Title (brief description of why sheet was added)
85A-E Traffic Control – IH 39 SB Shoulder Pavement Replacement (added traffic control sheets for HMA shoulder replacement)
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
1007-12-78
December 2, 2019
Special Provisions
3. Prosecution and Progress.
Replace subsection titled Southbound IH 39 and Northbound IH 39 Ramp to Westbound USH 12 under section titled A Sequence of Operations with the following:
Upon completion of temporary shoulder replacement, coordinate with the engineer to have the contractor from project 1007-12-74/75 deliver and install department-owned CBTP along the median shoulder of southbound IH 39 for use with this project as detailed in the plans.
8. Other Contracts
Add the following paragraph to the end of section titled Project 1007-12-74/75:
The contractor for Project 1007-12-74/75 will place approximately 80,000 CY of embankment within Work Area 1 between Stations 2546+00 and 2557+50 in the Fall of 2019 and Spring of 2020. Embankment material will be limited to an elevation less than 6 feet above the bottom of any proposed culvert or storm sewer pipe for Project ID 1007-12-78. The material will be in place by May 15, 2020. Coordination with the Project 1007-12-74/75 contractor will be needed for any construction activities performed within Work Area 1 prior to May 16, 2020.
34. High Performance Dowel Bars for Concrete Pavement.
Delete paragraph (2) and the list (1-5) of high performance bars and replace with the following:
(2) Furnish dowel bars of the dimensions the plans show and conforming to standard spec 505.2.6 except for transverse joints in concrete pavement, furnish non-corrosive, high performance dowel bars from the department’s APL. Use only one type of high performance bar for work under the contract.
Schedule of Items Attached, dated December 2, 2019, are the revised Schedule of Items Pages 1, 3, and 11-13. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 9, 10, 42, 43, 85-91, 184, 186, 193, and 195-196 Added: 85A-E
END OF ADDENDUM
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BRID
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STRU
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-13-
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(SEE
STR
UCT
URE
PLA
NS)
EXIS
TIN
G B
RIDG
E ST
RUCT
URE
B-13
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TO
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AIN
+69.
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4.33
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AG02
MG
S G
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L TO
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INST
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DW
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TURE
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MG
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LED
WIT
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TURE
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JECT
CB98
CB98
+83.
21'X
SB'
29.
50' R
T
+87.
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9.0
0' R
T+1
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RT
+17.
77'X
SB'
29.
50' R
T
+59.
10'X
SB'
29.
50' R
T
RETA
ININ
G W
ALL
R-13
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(SEE
STR
UCT
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PLA
NS)
STO
RM S
EWER
ITEM
STO
BE
INST
ALLE
D W
ITH
FUTU
RE P
ROJE
CT
STO
RM S
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ITEM
S TO
BE
INST
ALLE
D W
ITH
FU
TURE
PRO
JECT
RETA
ININ
G W
ALL
R-13
-349
(SEE
STR
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PLA
NS)
CON
CRET
E SU
RFAC
E DR
AIN
S DR
OP
INLE
T(S
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ON
STRU
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N D
ETAI
L)
BORE
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ULV
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SEE
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L
CON
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2561
2562
2563
2564
2565
2566
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LAB
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B
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BRID
GE
STRU
CTU
RE B
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730
(SEE
STR
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PLA
NS)
RETA
ININ
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ALL
R-13
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(SEE
STR
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PLA
NS)
REM
OVE
EXI
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G C
MCP
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INST
ALLE
D W
ITH
FU
TURE
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JECT
.
AP67
AP67
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55'X
SB'
0.0
0'
+28.
56'X
SB'
10.
00' R
T
+71.
01'X
SB'
10.
00' R
T
+71.
07'X
SB'
0.0
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+48.
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SB'
10.
00' R
T
SW01
SW01
SW01
10'
10'
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REM
AIN
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72'X
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T
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T
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29.
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T
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(SEE
STR
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PLA
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2568
2569
2570
2571
2572
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10'
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T
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2019
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STA
1175
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NO
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12'
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PHAL
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1170
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12'
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/27/
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Wisconsin Department of Transportation 12/02/2019 08:15:25
Proposal ID: 20191210001 Project(s): 1007-12-78
Federal ID(s): WISC 2019732
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0002 201.0120
Clearing ID
27.000
_________._____ _________._____
0004 201.0220
Grubbing ID
27.000
_________._____ _________._____
0006 204.0100
Removing Pavement SY
5,014.000
_________._____ _________._____
0008 204.0110
Removing Asphaltic Surface SY
1,769.000
_________._____ _________._____
0010 204.0150
Removing Curb & Gutter LF
390.000
_________._____ _________._____
0012 204.0157
Removing Concrete Barrier LF
347.000
_________._____ _________._____
0014 204.0165
Removing Guardrail LF
1,985.000
_________._____ _________._____
0016 204.0180
Removing Delineators and Markers EACH
17.000
_________._____ _________._____
0018 204.0220
Removing Inlets EACH
1.000
_________._____ _________._____
0020 204.0245
Removing Storm Sewer (size) 01. 12-Inch
LF
243.000
_________._____ _________._____
0022 204.0270
Abandoning Culvert Pipes EACH
2.000
_________._____ _________._____
0024 204.0291.S
Abandoning Sewer CY
38.000
_________._____ _________._____
0026 204.9060.S
Removing (item description) 01. ApronEndwall
EACH
1.000
_________._____ _________._____
0028 205.0100
Excavation Common CY
32,790.000
_________._____ _________._____
0030 206.1000
Excavation for Structures Bridges(structure) 702. B-13-731
LUMP SUM _________._____LS
0032 206.1000
Excavation for Structures Bridges(structure) 703. B-13-732
LUMP SUM _________._____LS
Proposal Schedule of Items Page 1 of 16
Wisconsin Department of Transportation 12/02/2019 08:15:25
Proposal ID: 20191210001 Project(s): 1007-12-78
Federal ID(s): WISC 2019732
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0064 415.0100
Concrete Pavement 10-Inch SY
709.000
_________._____ _________._____
0066 415.0120
Concrete Pavement 12-Inch SY
2,284.000
_________._____ _________._____
0068 416.0610
Drilled Tie Bars EACH
306.000
_________._____ _________._____
0070 416.0620
Drilled Dowel Bars EACH
167.000
_________._____ _________._____
0072 416.1110
Concrete Shoulder Rumble Strips LF
1,891.000
_________._____ _________._____
0074 416.1715
Concrete Pavement Repair SHES SY
90.000
_________._____ _________._____
0076 416.1725
Concrete Pavement Replacement SHES SY
35.000
_________._____ _________._____
0078 455.0605
Tack Coat GAL
626.000
_________._____ _________._____
1.00000
0080 460.2000
Incentive Density HMA Pavement DOL
2,160.000
2,160.00
0082 460.7222
HMA Pavement 2 HT 58-28 S TON
2,103.000
_________._____ _________._____
0084 460.7424
HMA Pavement 4 HT 58-28 H TON
1,162.000
_________._____ _________._____
0086 460.7624
HMA Pavement 4 HT 58-28 V TON
510.000
_________._____ _________._____
0088 465.0110
Asphaltic Surface Patching TON
20.000
_________._____ _________._____
0090 465.0125
Asphaltic Surface Temporary TON
55.000
_________._____ _________._____
0092 465.0315
Asphaltic Flumes SY
14.000
_________._____ _________._____
0094 465.0400
Asphaltic Shoulder Rumble Strips LF
7,583.000
_________._____ _________._____
0096 501.1000.S
Ice Hot Weather Concreting LB
29,300.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 16
Wisconsin Department of Transportation 12/02/2019 08:15:25
Proposal ID: 20191210001 Project(s): 1007-12-78
Federal ID(s): WISC 2019732
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0308 630.0200
Seeding Temporary LB
2,273.000
_________._____ _________._____
0310 630.0300
Seeding Borrow Pit LB
5,120.000
_________._____ _________._____
0312 630.0500
Seed Water MGAL
1,664.000
_________._____ _________._____
0314 633.0100
Delineator Posts Steel EACH
9.000
_________._____ _________._____
0316 633.0500
Delineator Reflectors EACH
18.000
_________._____ _________._____
0318 633.1000
Delineators Barrier Wall EACH
9.000
_________._____ _________._____
0320 633.5200
Markers Culvert End EACH
31.000
_________._____ _________._____
0322 638.2101
Moving Signs Type I EACH
7.000
_________._____ _________._____
0324 642.5401
Field Office Type D EACH
1.000
_________._____ _________._____
0326 643.0300
Traffic Control Drums DAY
87,650.000
_________._____ _________._____
0328 643.0420
Traffic Control Barricades Type III DAY
2,543.000
_________._____ _________._____
0330 643.0500
Traffic Control Flexible Tubular MarkerPosts
EACH
25.000
_________._____ _________._____
0332 643.0600
Traffic Control Flexible Tubular MarkerBases
EACH
25.000
_________._____ _________._____
0334 643.0705
Traffic Control Warning Lights Type A DAY
4,199.000
_________._____ _________._____
0336 643.0715
Traffic Control Warning Lights Type C DAY
14,062.000
_________._____ _________._____
0338 643.0800
Traffic Control Arrow Boards DAY
753.000
_________._____ _________._____
Proposal Schedule of Items Page 11 of 16
Wisconsin Department of Transportation 12/02/2019 08:15:25
Proposal ID: 20191210001 Project(s): 1007-12-78
Federal ID(s): WISC 2019732
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0340 643.0900
Traffic Control Signs DAY
35,785.000
_________._____ _________._____
0342 643.0910
Traffic Control Covering Signs Type I EACH
30.000
_________._____ _________._____
0344 643.0920
Traffic Control Covering Signs Type II EACH
40.000
_________._____ _________._____
0346 643.1000
Traffic Control Signs Fixed Message SF
180.500
_________._____ _________._____
0348 643.1050
Traffic Control Signs PCMS DAY
303.000
_________._____ _________._____
0350 643.1055.S
Truck or Trailer Mounted Attenuator DAY
4.000
_________._____ _________._____
0352 643.5000
Traffic Control EACH
1.000
_________._____ _________._____
0354 645.0111
Geotextile Type DF Schedule A SY
898.000
_________._____ _________._____
0356 645.0120
Geotextile Type HR SY
654.000
_________._____ _________._____
0358 645.0220
Geogrid Type SR SY
19,230.000
_________._____ _________._____
0360 646.1020
Marking Line Epoxy 4-Inch LF
31,978.000
_________._____ _________._____
0362 646.3020
Marking Line Epoxy 8-Inch LF
4,112.000
_________._____ _________._____
0364 646.5020
Marking Arrow Epoxy EACH
2.000
_________._____ _________._____
0366 646.9010
Marking Removal Line Water Blasting 4-Inch
LF
9,170.000
_________._____ _________._____
0368 646.9110
Marking Removal Line Water Blasting 8-Inch
LF
275.000
_________._____ _________._____
0370 649.0105
Temporary Marking Line Paint 4-Inch LF
14,935.000
_________._____ _________._____
Proposal Schedule of Items Page 12 of 16
Wisconsin Department of Transportation 12/02/2019 08:15:25
Proposal ID: 20191210001 Project(s): 1007-12-78
Federal ID(s): WISC 2019732
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0372 649.0205
Temporary Marking Line Paint 8-Inch LF
210.000
_________._____ _________._____
0374 649.0760
Temporary Marking Raised PavementMarker Type I
EACH
50.000
_________._____ _________._____
0376 652.0125
Conduit Rigid Metallic 2-Inch LF
100.000
_________._____ _________._____
0378 652.0225
Conduit Rigid Nonmetallic Schedule 402-Inch
LF
1,775.000
_________._____ _________._____
0380 653.0222
Junction Boxes 18x12x6-Inch EACH
8.000
_________._____ _________._____
0382 690.0150
Sawing Asphalt LF
1,471.000
_________._____ _________._____
0384 690.0250
Sawing Concrete LF
1,099.000
_________._____ _________._____
1.00000
0386 715.0415
Incentive Strength Concrete Pavement DOL
910.000
910.00
1.00000
0388 715.0502
Incentive Strength Concrete Structures DOL
28,818.000
28,818.00
1.00000
0390 715.0603
Incentive Strength Concrete Barrier DOL
3,660.000
3,660.00
1.00000
0392 715.0710
Optimized Aggregate Gradation Incentive DOL
4,750.000
4,750.00
5.00000
0394 ASP.1T0A
On-the-Job Training Apprentice at$5.00/HR
HRS
3,200.000
16,000.00
5.00000
0396 ASP.1T0G
On-the-Job Training Graduate at$5.00/HR
HRS
6,000.000
30,000.00
0398 SPV.0035
Special 001. Roadway Embankment CY
310,360.000
_________._____ _________._____
0400 SPV.0035
Special 700. High Performance Concrete(HPC) Masonry Structures
CY
2,530.000
_________._____ _________._____
Proposal Schedule of Items Page 13 of 16
