Addendum 1.pdf
PDF 377 KB Posted
- Solicitation number
- PE-66098-NONST-2024-000000011
- Issued by
- Fulton County, Georgia
About this file
This document is an Addendum to Invitation to Bid (ITB) #24-026 issued by the TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Projects. The project involves the construction of a multi-use path intersection improvement on Mount Vernon Highway. The addendum includes answers to questions, additions, deletions, and changes to the original ITB. It provides details on the project scope, including stage information, anticipated construction start date, and removal of certain line items. New bid items are introduced, such as fire hydrant relocation and water main coupling sleeves. The bid due date is November 29, 2023, at 2:00 p.m.
The addendum also includes the updated bid schedule for the project, which is divided into three phases. Phase I is funded by COSS, Phase II by PCID, and Phase III by PCID (Crestline Parkway only). The bid schedule contains a comprehensive list of work items, quantities, and unit prices for the various phases. The contractor is required to maintain a 51% self-performance requirement per Exhibit A, and an allowance of $140,000 is provided for miscellaneous construction as directed by the engineer.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Tabulation 24_026.pdf | ||
| UAS Information.pdf | ||
| 24_026 TS192 Mount Vernon Highway Multi_Use P.pdf | ||
| Offerors List.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Addendum Number 1
ITB #24-026 TS192 Mount Vernon Highway Multi-Use Path Intersection Improvement Projects
COMPLETE THIS ADDENDUM, SIGN and SUBMIT with the RFP
DUE DATE: November 29, 2:00 p.m.
To All Prospective Offerors: In reference to the ITB listed above, the following answers to questions, additions, deletions and changes are hereby incorporated into the ITB.
Question 1. Drawings 19-0001 to 19-0020 correspond to stage 1, have drawings for stage 2 and 3 been included?
Answer: There is only one stage to the project. Please refer to the notes on the 19 series.
Question 2. What is the anticipated starting date for this project?
Answer: We are anticipating construction commencing mid-January 2024.
Question 3. Will the City determine the amount for the allowance on pay item 999-2015 Construction complete?. It’s impossible for a contractor to determine this amount.
Answer: Line item 999-2015 Construction Complete will be removed from the bid tabulation.
Question 4. Will the City determine the amount for the allowance on pay item 000-0000 MISC.
CONSTRUCTION (AS DIRECTED BY ENGINEER)?. It’s impossible for a contractor to determine this amount.
Answer: The allowance for 000-0000 MISC. CONSTRUCTION (AS DIRECTED BY ENGINEER) will be
$140,000 for phase 1.
Question 5. Will a new pay item be added or where to include the cost of the work for extension fire hydrant?
Answer: A line item will be added for Fire Hydrant Relocation.
Question 6. Will a new pay item be added for tie-ins or connection to the water main?
Answer: Yes, line items for the 12” coupling sleeve and the 16” coupling sleeve will be added to the bid schedule under Section 670.
Question 7. What cost should be incurred under these LS items?
Answer: Please see the responses to Questions 3 and 4.
Question 8. Can the city provide a Utility Adjustment Schedule
Answer: Yes. UAS information is being provided in Bonfire.
Question 9. Will there be new plans coming out prior to the bid due date? The current landscape plans and the bid sheet have multiple discrepancies. If no new plans are intended prior to bid, are we to only price what's on the bid sheet?
Answer: The plans are final dated 8/31/23. The plans and bid sheet should match but the quantities should be used on the 29 series. As a reminder, there are three different bid tabs for this project. Any trees shown on the plans shall be installed by others. Contractor shall be responsible for all other landscaping items shown on the plans.
Question 10. Please advise if the 51% self perform requirement stipulated via Exhibit A can be reduced or removed.
Answer: No, the percentage for the pre-qualified contractor shall not be reduced.
**Update a new Bid Schedule is available in Bonfire**
TS192 Mount Vernon Highway Multi-Use Path Intersection Improvements Project - Bid Schedule
Phase I - COSS Funded - Beginning of Project to Barfield
Item
Item Unit Quantity Unit Price Cost
150-
TRAFFIC CONTROL - TS192 LS 1
210-
GRADING COMPLETE - TS192 LS 1
310-
GR AGGR BASE CRS, INCL MATL TN 4146
318-
AGGR SURF CRS TN 150
402-
RECYCLED ASPH CONC PATCHING, INCL
BITUM MATL & H LIME
TN 100
402-
RECYCLED ASPH CONC LEVELING, INCL
BITUM MATL & H LIME
TN 800
402-
RECYCLED ASPH CONC 25 MM
SUPERPAVE, GP 1 OR 2, INCL BITUM MATL
& H LIME
TN 550
402-
RECYCLED ASPH CONC 12.5 MM
SUPERPAVE, GP 2 ONLY, INCL BITUM
MATL & H LIME
TN 2000
402-
RECYCLED ASPH CONC 19 MM
SUPERPAVE, GP 1 OR 2,INCL BITUM MATL
& H LIME
TN 350
413-
TACK COAT GL 1400
432-
MILL ASPH CONC PVMT, VARIABLE DEPTH SY 4175
441-
DRIVEWAY CONCRETE, 6 IN TK SY 133
441-
DRIVEWAY CONCRETE, 8 IN TK SY 1015
441-
CONC SIDEWALK, 4 IN SY 5818
441-
CONC SIDEWALK, 8 IN SY 1250
441-
CONC VALLEY GUTTER, 6 IN SY 42
441-
CONC VALLEY GUTTER, 8 IN SY 86
441-
CONCRETE HEADER CURB, 6 IN, TP 2 LF 500
441-
CONCRETE HEADER CURB, 6 IN, TP 7 LF 1000
441-
CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 8810
446-
PVMT REINF FABRIC STRIPS, TP 2, 18 INCH
WIDTH
LF 5900
500-
CLASS B CONC, BASE OR PVMT WIDENING CY 400
600-
FLOWABLE FILL CY 42
632-
CHANGEABLE MESSAGE SIGN, PORTABLE,
TYPE 3
EA 1
634-
RIGHT OF WAY MARKERS EA 61
643-
TEMPORARY FIELD FENCE LF 260
643-
BARRIER FENCE (ORANGE), 4 FT LF 300
643-
ORNAMENTAL FENCE LF 1290
441-
CONC SPILLWAY, TP 3 EA 1
441-
PLAIN CONC DITCH PAVING, 4 IN SY 447
550-
STORM DRAIN PIPE, 18 IN, CLASS III LF 3523
550-
STORM DRAIN PIPE, 24 IN, CLASS III LF 277
550-
STORM DRAIN PIPE, 30 IN, CLASS III LF 127
550-
ELLIPTICAL PIPE - 23X14, CLASS III LF 58
550-
FLARED END SECTION 18 IN, STORM
DRAIN
EA 3
603-
SAND-CEMENT BAG RIP RAP, 6 IN SY 3
611-
ADJUST CATCH BASIN TO GRADE EA 1
668-
CATCH BASIN, GP 1 EA 24
668-
CATCH BASIN, GP 1, SPECIAL DESIGN EA 21
668-
CATCH BASIN, GP 1, ADDL DEPTH LF 6
668-
CATCH BASIN, GP 1, SPECIAL DESIGN,
ADDL DEPTH
LF 19
668-
DROP INLET, GP 1 EA 15
668-
DROP INLET, GP 1, ADDL DEPTH LF 7
668-
STORM SEWER MANHOLE, TP 1 EA 10
668-
STORM SEWER MANHOLE, TP 1, ADDL
DEPTH, CL 1
LF 19
163-
TEMPORARY GRASSING AC 3
163-
MULCH TN 84
163-
CONSTRUCT AND REMOVE
CONSTRUCTION EXITS
EA 4
163-
CONSTRUCTION EXIT TIRE WASH
ASSEMBLY
EA 4
163-
CONSTRUCT AND REMOVE SILT CONTROL
GATE, TP 3
EA 3
163-
CONSTRUCT AND REMOVE ROCK FILTER
DAMS
EA 3
163-
CONSTRUCT AND REMOVE RIP RAP
CHECK DAMS, STONE PLAIN RIP RAP/SAND
BAGS
EA 12
165-
MAINTENANCE OF TEMPORARY SILT
FENCE, TP A
LF 1765
165-
MAINTENANCE OF TEMPORARY SILT
FENCE, TP C
LF 700
165-
MAINTENANCE OF CHECK DAMS - ALL
TYPES
LF 150
165-
MAINTENANCE OF SILT CONTROL GATE,
TP 3
EA 2
165-
MAINTENANCE OF ROCK FILTER DAM EA 3
165-
MAINTENANCE OF CONSTRUCTION EXIT EA 2
167-
WATER QUALITY MONITORING AND
SAMPLING
EA 6
167-
WATER QUALITY INSPECTIONS MO 12
171-
TEMPORARY SILT FENCE, TYPE A LF 3530
171-
TEMPORARY SILT FENCE, TYPE C LF 1400
603-
STN DUMPED RIP RAP, TP 3, 18 IN SY 18
603-
PLASTIC FILTER FABRIC SY 18
700-
PERMANENT GRASSING AC 4.95
700-
AGRICULTURAL LIME TN 19.37
700-
FERTILIZER MIXED GRADE TN 5.6
700-
FERTILIZER NITROGEN CONTENT LB 289.52
716-
EROSION CONTROL MATS, SLOPES SY 800
163-
CONSTRUCT AND REMOVE INLET
SEDIMENT TRAP
EA 69
165-
MAINTENANCE OF INLET SEDIMENT TRAP EA 69
700-
SOD SY 2500
611-
RESET HIGHWAY SIGN EA 3
636-
HIGHWAY SIGNS, TP 1 MATL, REFL
SHEETING, TP 9
SF 231
636-
HIGHWAY SIGNS, TP 1 MATL, REFL
SHEETING, TP 11
SF 111
636-
GALV STEEL POSTS, TP 7 LF 912
653-
THERMOPLASTIC TRAF STRIPING, WHITE SY 302
653-
THERMOPLASTIC TRAF STRIPING, YELLOW SY 1876
653-
THERMOPLASTIC PVMT MARKING,
ARROW, TP 2
EA 42
653-
THERMOPLASTIC SOLID TRAF STRIPE, 5 IN,
WHITE
LF 9945
653-
THERMOPLASTIC SOLID TRAF STRIPE, 5 IN,
YELLOW
LF 5159
653-
THERMOPLASTIC SOLID TRAF STRIPE, 24
IN, WHITE
LF 282
653-
THERMOPLASTIC SOLID TRAF STRIPE, 8 IN,
WHITE
LF 3995
653-
THERMOPLASTIC SKIP TRAF STRIPE, 5 IN,
WHITE
GLM 0.37
653-
THERMOPLASTIC SKIP TRAF STRIPE, 5 IN,
YELLOW
GLM 0.38
654-
RAISED PVMT MARKERS TP 1 EA 267
654-
RAISED PVMT MARKERS TP 3 EA 126
647-
TRAFFIC SIGNAL INSTALLATION NO -1 MT
VERNON PRES
LS 1
647-
TRAFFIC SIGNAL INSTALLATION NO -2
GLENRIDGE
LS 1
647-
SIGNAL ASSEMBLY, FLASHING SCHOOL,
COMPLETE
EA 1
702-
ASSORTED SHRUBS - 3 GALLON EA 1377
702-
ASSORTED SHRUBS - 1 GALLON EA 596
500‐
CLASS B CONCRETE (FOR THRUST
RESTRAINTS)
CY 26
610‐
REMOVE WATER MAIN, 12 IN EA 200
610‐
REMOVE WATER MAIN, 16 IN EA 280
610-
REMOVE MANHOLE EA 1
611‐
ADJUST HYDRANT TO GRADE EA 7
611‐
ADJUST MANHOLE TO GRADE (WATER) EA 3
611‐
ADJUST WATER VALVE BOX TO GRADE EA 35
611‐
ADJUST WATER VALVE VAULT TO GRADE,
STA ‐
EA 4
670‐
WATER MAIN ACCESS MANHOLE, TP 2 EA 1
670‐
WATER MAIN, 6 IN, RESTRAINED JOINT LF 130
670‐
WATER MAIN, 12 IN, RESTRAINED JOINT LF 310
670‐
WATER MAIN, 16 IN, RESTRAINED JOINT LF 350
670‐
GATE VALVE, 12 IN EA 7
670‐
GATE VALVE, 16 IN EA 6
670‐
ABANDONMENT OF WATER VALVES EA 2
670‐
25XX
INSERTION VALVE ‐ 16 IN (LINE STOPS) EA 2
670-
RELOCATE EXIST FIRE HYDRANT EA 8
670-
TAPPING SLEEVE & VALVE ASSEMBLY, 12
IN X 12 IN
EA 7
670-
TAPPING SLEEVE & VALVE ASSEMBLY, 16
IN X 16 IN
EA 6
500-
CLASS B CONCRETE, RETAINING WALL CY 53
500-
RETAINING WALL INSTALLATION NO -3 LS 1
500-
CLASS A CONCRETE, RETAINING WALL CY 147
511-
BAR REINF STEEL LB 8966
520-
PILING IN PLACE, STEEL H, HP 14 X 89 LF 713
520-
PILOT HOLES LF 475
607-
STONE FACING SF 1967
500-
GRAVITY WALL CY 2
500-
RETAINING WALL INSTALLATION NO -5 LS 1
500-
CLASS A CONCRETE, RETAINING WALL CY 76
511-
BAR REINF STEEL LB 12521
607-
STONE FACING SF 531
500-
RETAINING WALL INSTALLATION NO -6 LS 1
500-
GRAVITY WALL CY 155
607-
STONE FACING SF 1376
500-
RETAINING WALL INSTALLATION NO -7 LS 1
500-
GRAVITY WALL CY 36
621-
CONCRETE SIDE BARRIER, TP 6-SA LF 73
621-
CONCRETE SIDE BARRIER, TP 6-SB LF 75
607-
STONE FACING SF 1158
000-
MISC. CONSTRUCTION (AS DIRECTED BY
ENGINEER)
LS 1 $
140,000.00
140,000.00
SUBTOTAL:
Phase II - PCID Funded - Barfield and East of Crestline Parkway
150-
TRAFFIC CONTROL - TS192 LS 1
210-
GRADING COMPLETE - TS192 LS 1
310-
GR AGGR BASE CRS, INCL MATL TN 1051
318-
AGGR SURF CRS TN 30
402-
RECYCLED ASPH CONC PATCHING, INCL
BITUM MATL & H LIME
TN 53
402-
RECYCLED ASPH CONC LEVELING, INCL
BITUM MATL & H LIME
TN 54
402-
RECYCLED ASPH CONC 25 MM
SUPERPAVE, GP 1 OR 2, INCL BITUM MATL
& H LIME
TN 230
402-
RECYCLED ASPH CONC 12.5 MM
SUPERPAVE, GP 2 ONLY, INCL BITUM
MATL & H LIME
TN 1157
402-
RECYCLED ASPH CONC 19 MM
SUPERPAVE, GP 1 OR 2,INCL BITUM MATL
& H LIME
TN 130
413-
TACK COAT GL 754
432-
MILL ASPH CONC PVMT, VARIABLE DEPTH SY 12682
441-
DRIVEWAY CONCRETE, 8 IN TK SY 30
441-
CONC SIDEWALK, 4 IN SY 1530
441-
CONC SIDEWALK, 8 IN SY 364
441-
CONCRETE MEDIAN, 7 1/2 IN SY 83
441-
CONC VALLEY GUTTER, 8 IN SY 22
441-
CONCRETE HEADER CURB, 6 IN, TP 7 LF 245
441-
CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 988
441-
CONC CURB & GUTTER, 8 IN X 30 IN, TP 7 LF 200
446-
PVMT REINF FABRIC STRIPS, TP 2, 18 INCH
WIDTH
LF 800
500-
CLASS B CONC, BASE OR PVMT WIDENING CY 14
600-
FLOWABLE FILL CY 15
632-
CHANGEABLE MESSAGE SIGN, PORTABLE,
TYPE 3
EA 1
634-
RIGHT OF WAY MARKERS EA 35
643-
TEMPORARY FIELD FENCE LF 50
643-
BARRIER FENCE (ORANGE), 4 FT LF 100
611-
ADJUST MANHOLE TO GRADE EA 1
668-
CATCH BASIN, GP 1 EA 1
668-
CATCH BASIN, GP 1, SPECIAL DESIGN EA 1
163-
TEMPORARY GRASSING AC 2.03
163-
MULCH TN 6.42
163-
CONSTRUCT AND REMOVE
CONSTRUCTION EXITS
EA 1
163-
CONSTRUCTION EXIT TIRE WASH
ASSEMBLY
EA 1
165-
MAINTENANCE OF TEMPORARY SILT
FENCE, TP A
LF 413
165-
MAINTENANCE OF CONSTRUCTION EXIT EA 1
167-
WATER QUALITY MONITORING AND
SAMPLING
EA 2
167-
WATER QUALITY INSPECTIONS MO 12
171-
TEMPORARY SILT FENCE, TYPE A LF 825
700-
PERMANENT GRASSING AC 0.108
700-
AGRICULTURAL LIME TN 0.899
700-
FERTILIZER MIXED GRADE TN 0.697
700-
FERTILIZER NITROGEN CONTENT LB 14.969
716-
EROSION CONTROL MATS, SLOPES SY 89
163-
CONSTRUCT AND REMOVE INLET
SEDIMENT TRAP
EA 3
165-
MAINTENANCE OF INLET SEDIMENT TRAP EA 3
700-
SOD SY 396
636-
HIGHWAY SIGNS, TP 1 MATL, REFL
SHEETING, TP 9
SF 103
636-
HIGHWAY SIGNS, TP 1 MATL, REFL
SHEETING, TP 11
SF 21
636-
GALV STEEL POSTS, TP 7 LF 353
639-
STEEL WIRE STRAND CABLE, 3/8 IN LF 170
636-
GROUND-MOUNTED BREAKAWAY SIGN
SUPPORT
EA 2
639-
STRAIN POLE, TP II EA 2
653-
THERMOPLASTIC TRAF STRIPING, WHITE SY 186
653-
THERMOPLASTIC TRAF STRIPING, YELLOW SY 81
653-
THERMOPLASTIC PVMT MARKING,
ARROW, TP 1
EA 4
653-
THERMOPLASTIC PVMT MARKING,
ARROW, TP 2
EA 49
653-
THERMOPLASTIC PVMT MARKING,
ARROW, TP 3
EA 1
653-
THERMOPLASTIC PVMT MARKING,
WORD, TP 1
EA 15
653-
THERMOPLASTIC SOLID TRAF STRIPE, 5 IN,
WHITE
LF 5887
653-
THERMOPLASTIC SOLID TRAF STRIPE, 5 IN,
YELLOW
LF 1824
653-
THERMOPLASTIC SOLID TRAF STRIPE, 24
IN, WHITE
LF 524
999-
METHYL METHACRYLATE RED
CROSSWALKS
SF 4148
653-
THERMOPLASTIC SKIP TRAF STRIPE, 5 IN,
WHITE
GLM 0.63
654-
RAISED PVMT MARKERS TP 1 EA 55
654-
RAISED PVMT MARKERS TP 3 EA 272
647-
TRAFFIC SIGNAL INSTALLATION NO -3
BARFIELD
LS 1
647-
TRAFFIC SIGNAL INSTALLATION NO -5
PDUNWOODY
LS 1
647-
TRAFFIC SIGNAL INSTALLATION NO -6
ABERNATHY
LS 1
702-
BETULA NIGRA 'BMNTF' / DURAHEAT
RIVER BIRCH (MULTI) - 3 INCH CAL
EA 3
702-
CARPINUS CAROLINIANA 'JFS-KW6' /
NATIVE FLAME AMERICAN HORNBEAM -
3 INCH CAL
EA 3
702-
CORNUS FLORIDA - RUBRA/PINK
FLOWERING DOGWOOD - 3 INCH CAL
EA 3
702-
MAGNOLIA GRANDIFLORA 'LITTLE GEM' /
DWARF SOUTHERN MAGNOLIA - 3 INCH
CAL
EA 1
702-
QUERCUS STELLATA / POST OAK - 3 INCH
CAL
EA 1
702-
QUERCUS SHUMARDII / SHUMARD OAK - 3
INCH CAL
EA 3
702-
THUJA 'YELLOW RIBBON' / YELLOW
RIBBON ARBORVITAE - 3 INCH CAL
EA 8
702-
QUERCUS PHELLOS -
HIGHTOWER/HIGHTOWER WILLOW OAK
EA 4
702-
ASSORTED SHRUBS - 3 GALLON EA 230
702-
ASSORTED SHRUBS - 1 GALLON EA 148
500‐
CLASS B CONCRETE (FOR THRUST
RESTRAINTS)
CY 1.6
611‐
ADJUST HYDRANT TO GRADE EA 5
611‐
ADJUST MANHOLE TO GRADE (WATER) EA 1
611‐
ADJUST WATER VALVE BOX TO GRADE EA 10
670‐
WATER MAIN ACCESS MANHOLE, TP 2 EA 18
670‐
WATER MAIN, 6 IN, RESTRAINED JOINT LF 100
670‐
GATE VALVE, 6 IN EA 3
670‐
ABANDONMENT OF WATER VALVES EA 1
500-
RETAINING WALL INSTALLATION NO -8 LS 1
500-
CLASS A CONCRETE, RETAINING WALL CY 56
511-
BAR REINF STEEL LB 7253
607-
STONE FACING SF 361
500-
RETAINING WALL INSTALLATION NO -9 LS 1
500-
CLASS A CONCRETE, RETAINING WALL CY 44
511-
BAR REINF STEEL LB 6678
607-
STONE FACING SF 265
Phase III - PCID Funded - Crestline Parkway Only
150-
TRAFFIC CONTROL - TS192 LS 1
210-
GRADING COMPLETE - TS192 LS 1
310-
GR AGGR BASE CRS, INCL MATL TN 334
402-
RECYCLED ASPH CONC LEVELING, INCL
BITUM MATL & H LIME
TN 2
402-
RECYCLED ASPH CONC 25 MM
SUPERPAVE, GP 1 OR 2, INCL BITUM MATL
& H LIME
TN 84
402-
RECYCLED ASPH CONC 12.5 MM
SUPERPAVE, GP 2 ONLY, INCL BITUM
MATL & H LIME
TN 223
402-
RECYCLED ASPH CONC 19 MM
SUPERPAVE, GP 1 OR 2,INCL BITUM MATL
& H LIME
TN 42
413-
TACK COAT GL 168
432-
MILL ASPH CONC PVMT, VARIABLE DEPTH SY 2314
441-
CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 322
446-
PVMT REINF FABRIC STRIPS, TP 2, 18 INCH
WIDTH
LF 304
500-
CLASS B CONC, BASE OR PVMT WIDENING CY 2
600-
FLOWABLE FILL CY 5
632-
CHANGEABLE MESSAGE SIGN, PORTABLE,
TYPE 3
EA 1
668-
CATCH BASIN, GP 1 EA 1
163-
CONSTRUCT AND REMOVE
CONSTRUCTION EXITS
EA 1
163-
CONSTRUCTION EXIT TIRE WASH
ASSEMBLY
EA 1
165-
MAINTENANCE OF TEMPORARY SILT
FENCE, TP A
LF 27
165-
MAINTENANCE OF CONSTRUCTION EXIT EA 1
167-
WATER QUALITY MONITORING AND
SAMPLING
EA 1
167-
WATER QUALITY INSPECTIONS MO 3
171-
TEMPORARY SILT FENCE, TYPE A LF 54
163-
CONSTRUCT AND REMOVE INLET
SEDIMENT TRAP
EA 2
165-
MAINTENANCE OF INLET SEDIMENT TRAP EA 2
700-
SOD SY 185
636-
GALV STEEL POSTS, TP7 LF 12
636-
HIGHWAY SIGNS, TP1 MATL, REFL
SHEETING, TP9
SF 3
653-
THERMOPLASTIC PVMT MARKING,
ARROW, TP 2
EA 6
653-
THERMOPLASTIC PVMT MARKING,
WORD, TP 1
EA 2
653-
THERMOPLASTIC SOLID TRAF STRIPE, 5 IN,
WHITE
LF 835
653-
THERMOPLASTIC SOLID TRAF STRIPE, 5 IN,
YELLOW
LF 286
653-
THERMOPLASTIC SOLID TRAF STRIPE, 24
IN, WHITE
LF 35
653-
THERMOPLASTIC SKIP TRAF STRIPE, 5 IN,
WHITE
GLM 0.013
654-
RAISED PVMT MARKERS TP 3 EA 22
647-
TRAFFIC SIGNAL INSTALLATION NO -4 LS 1
GRAND TOTAL (ALL 3 PHASES):
I hereby acknowledge receipt of Addendum Number 1 for #24-026 TS192 Mount Vernon Highway Multi-
Use Path Intersection Improvement Projects and have incorporated the changes into my response for the above-mentioned ITB.
COMPANY NAME:
CONTACT PERSON:
ADDRESS:
CITY: _________________________________STATE: ___________ ZIP: ________________________
PHONE: ________________ FAX: _______________
EMAIL ADDRESS: ______________________________________
SIGNATURE: ____________________________________________
DATE: ______________________________________
File details come from the government source that posted it. Updated .