Old Hueco Tanks Road
AMENDMENT OF SOLICITATION Old Hueco Tanks Rd. Improvements
The above titled solicitation is amended. All amendments must be acknowledged on the “PROPOSAL”; failure to do so may be cause for rejection of bid. The date specified for receipt of offers is NOT extended: Bid Date: August 25, 2016 @ 2:00 (MST)
Addendum No. 4 August 19, 2016 Contents: 1. 2. 3.
4. 5.
Plan Sheet 2 is replaced with 2-A4. The updated Plan Sheet reflects “CSB(1)-10” Standards added. Plan Sheets 11 and 12 are replaced with 11-A4 and 12-A4. The updated Plan Sheets reflect revised bid codes and quantities. Plan Sheets 19, 20, 21, 78 and 81 are replaced with Plan Sheets 19-A4, 20-A4, 21-A4, 78-A4 and 81-A4. The updated Plan Sheets reflect revisions to portable CTB F-Shape type bid codes and proposed RC PIPE 24” quantities. Plan Sheets 38A-A4 and 38B-A4 are for “CSB(1)-10” Standards added. “Unit Price Schedule: Base Bid” 1-A3 thru 10-A3 sheets are replaced with sheets 1-A4 thru 10A4. Revised Key number 38 to show correct quantity. Revised Key numbers 57, 58, & 59 to show correct bid codes.
ISSUED BY: Camino Real Regional Mobility Authority General Engineering Consultant
CK: DW:
SUMMARY OF WORKZONE TRAFFIC CONTROL ITEMS CK:
LOCATION
502
512
512
512
662
6001
6005
6029
6053
6063
PORT CTB (FUR
PORT CTB
BARRICADES,
PORT CTB WK ZN PAV MRK
DN:
SIGNS AND
& INST)(F-SHAPE) (MOVE)(F-SHAPE)
(REMOVE) REMOV (W)4"(SLD)
TRAFFIC HANDLING
(TY 1)
(TY 1)
MO
LF
LF
LF
LF
(F-SHAPE) (TY 1)
PHASE I
8
810
PHASE II
4
210
810
1020
780
PROJECT TOTALS
12
1020
810
1020
780
SUMMARY OF ROADWAY ITEMS LOCATION
100
110
132
310
341
360
360
432
450
530
6002
6001
6002
6006
6040
6003
6027
6001
6052
6004
PRIME COAT
D-GR HMA TY-D
(CSS-1H)
PG64-22
EMBANKMENT EXCAVATION PREPARING ROW
CONC PVMT (CONT
(FINAL)(DENS (ROADWAY)
REINF - CRCP)
6:03:57 PM DATE: 8/18/2016
FILE: m:\0924-06-111 old hueco\3-plan sheets\01- general\Summary Sheet.dgn
CONT)(TY A)
STA
CY
CY
RIPRAP (CONC)(4
RAIL
IN)
(HANDRAIL)(TY F)
CURB (TYPE II)
DRIVEWAYS (CONC)
(9")
GAL
TON
SY
LF
CY
LF
SY
SHEET 1OF 6
11
276
6347
1377
2085
8777
4113
25
72
140
SHEET 2 OF 6
12
15
11141
1480
2323
9869
4522
83
32
324
SHEET 3 OF 6
12
249
7919
1410
2213
9401
4574
SHEET 4 OF 6
12
154
5052
1410
2213
9401
4559
SHEET 5 OF 6
12
2674
3804
1540
2417
10266
4604
15
182
SHEET 6 OF 6
13
7797
9908
1719
2698
11461
4783
74
53
PROJECT TOTALS
72
11165
44171
8936
13949
59175
27155
197
110 90
194
165
974
SUMMARY OF ADA ITEMS LOCATION
531
531
531
531
666
666
682
687
688
6001
6004
6005
6016
6042
6180
6018
6001
6001
CONC SIDEWALKS
CURB RAMPS (TY
CURB RAMPS (TY
CURB RAMPS (TY
(4")
1)
2)
21)
REFL PAV MRK TY I REFL PAV MRK TY
PED SIG SEC
PED POLE
PED DETECT PUSH
II (W) 12" (SLD)
(LED)(COUNTDOWN)
ASSEMBLY
BUTTON (APS)
LF
EA
EA
EA
(W)12"(SLD)(100 MIL)
SY
EA
EA
EA
4
2
3
LF
ROADWAY
OLD HUECO TANKS RD. SHEET 1OF 6
1832
SHEET 2 OF 6
1600
SHEET 3 OF 6
1563
SHEET 4 OF 6
1553
SHEET 5 OF 6
1590
SHEET 6 OF 6
1770
GENERAL
SUMMARY SHEETS
2
TRAFFIC SIGNAL SHEET 1OF 1
6
6
6
PAVEMENT MARKINGS SHEET 1OF 4
260
260
SHEET 3 OF 4
155
155
SHEET 4 OF 4
368
368
783
783
SHEET 1 OF 4
SHEET 2 OF 4 R
PROJECT TOTALS
9908
4
4
3
Texas Department of Transportation
6
6
6
FED.RD. DIV.NO.
SHEET NO.
11-A4
6 STATE
DIST.
TEXAS
ELP
CONTROL
0924
SECTION
06
COUNTY
EL PASO JOB
111
HIGHWAY NO.
CS
m:\0924-06-111 old hueco\3-plan sheets\01- general\Summary Sheet.dgn
CK:
100
110
132
132
400
402
423
432
432
464
464
465
6001
6003
6002
6007
6003
6001
6006
6001
6031
6005
6008
6002
LOCATION
CK:
DW:
SUMMARY OF DRAINAGE ITEMS
EMBANKMENT
EMBANKMENT
(FINAL)(DENS
(FINAL)(ORD
EXCAVATION
TRENCH STRUCT EXCAV
PREPARING ROW
(PIPE)
RIPRAP
RIPRAP(STONE
RC PIPE (CL
RC PIPE (CL
(STONE)
(CONC)
PROTECTION)
III)(24 IN)
III)(36 IN)
COMP)(TY D)
PROTECTION
(COMPL)(PRM)(48 IN)
(4 IN)
(12 IN)
DN:
CONT)(TY A)
MANH
RETAINING WALL EXCAVATION
(SPECIAL)
AC
CY
CY
CY
CY
LF
SF
CY
CY
LF
LF
EA
STORM SEWER SHEET 1OF 11
225
117
253
2
SHEET 2 OF 11
344
273
370
2 1
SHEET 3 OF 11
641
536
721
SHEET 4 OF 11
862
600
738
SHEET 5 OF 11
885
600
599
SHEET 6 OF 11
249
248
335
SHEET 7 OF 11
414
313
495
SHEET 8 OF 11
1464
600
74
1 108
2
2 627
1
SHEET 9 OF 11
2
SHEET 10 OF 11
922
476
499
SHEET 11OF 11
330
249
445
RETENTION POND NO.1
808
13
16
RETENTION POND NO.2
0.8
4200
57
10
4440
13
16
RETENTION POND NO.3
2.3
4000
76
7500
7740
13
16
3.1
8200
133
7510
12988
39
48
PROJECT TOTALS
6336
4012
4529
157
1
892
14
SUMMARY OF DRAINAGE ITEMS CONTINUE 465
465
465
465
465
467
550
6003
6004
6020
6040
6162
6388
6004
SET (TY II)
GATE (INSTALL)
(24IN)(RCP)
(DOUBLE) (6'X
LOCATION
INLET (COMPL) MANH (COMPL)
MANH (COMPL)
(PRM)(60 IN)
(PRM)(72 IN)
EA
INLET
INLET
(COMPL)(PCO)
(COMPL)(PCU)
(4FT)(BOTH)
(5FT)(BOTH)
EA
EA
(PAZD)(FG) (5FTX5FT-
(3: 1) (C)
14')
4FTX4FT)
EA
EA
EA
EA
STORM SEWER
4:06:35 PM DATE: 8/18/2016
FILE: m:\0924-06-111 old hueco\3-Plan Sheets\01- General\Summary Sheet.dgn
SHEET 1OF 11
4
SHEET 2 OF 11
1
SHEET 3 OF 11
1
2
SHEET 4 OF 11 SHEET 5 OF 11 SHEET 6 OF 11
2
1
1
4
1
2
1
2
1
1
2
SHEET 7 OF 11
2
SHEET 8 OF 11
2
4
SHEET 9 OF 11
1
4
SHEET 10 OF 11
2
SHEET 11OF 11
2
1
1
2
1
RETENTION POND NO.1 RETENTION POND NO.2
1
RETENTION POND NO.3
1
PROJECT TOTALS
5
7
2
28
2
4
2
OLD HUECO TANKS RD.
GENERAL
SUMMARY OF CULVERT ITEMS LOCATION
150
400
462
462
464
496
496
6002
6002
6013
6030
6005
6005
6007
BLADING
STRUCT
CONC BOX
CONC BOX
RC PIPE
EXCAV
CULV (6FT
CULV(10 FT
(CL III)
(BOX)
X 6 FT)
X 6 FT)
(24 IN)
REMOV
REMOV
760
400
6001
6005
401
432
6057
6002
CEM
FLOWABLE
TRENCH
CL C
RIPRAP
CLEANING
STABIL
BACKFILL
EXCAVATION
CONC
(CONC)
BKFL
PROTECTION
(WINGWALLS)
(5 IN)
STR
STR
AND
(PIPE)
RESHAPING
6001
420
DITCH
(WINGWALL)
6001
402
SUMMARY SHEETS
(FOOT) HR
CY
MESA DRAIN
10
1100
JUAN DE HERRERA
LF
LF
LF
EA
LF
LF
CY
CY
LF
CY
CY
280
332
115
190
80
21
SHEET 2 OF 4 R
128
12
425
132
MESA SPUR
8
296
136
COMMUNITY IRRIGATION
4
120
286
306
95
140
60
11
2
124
300
306
90
85
65
17
2
114
120
98
32
24
10
Texas Department of Transportation
FED.RD. DIV.NO.
SHEET NO.
12-A4
6 PROJECT TOTALS
34
1821
268
128
120
4
238
986
1042
332
415
229
59
STATE
DIST.
TEXAS
ELP
CONTROL
0924
SECTION
06
COUNTY
EL PASO JOB
111
HIGHWAY NO.
CS
m:\0924-06-111 old hueco\3-Plan Sheets\01- General\Summary Sheet.dgn
• "
2" Dia. Bending 6"
(#4)S1 Bar
(#4) S1 Bars (2) w/Type X Joint Connection,
w/Type X Joint
S1 Bars required with WWR reinforcement option.
11"
or tooled radius.
1 ' - 9 ‚ "
3" 2'-
32"
8 †"
5 ƒ "
10"R
2"
15"
ƒ " ( T y p S ) i d e s
22"
9"
6"
C L
S3 Bar
5‚"
Cover 1• " Cov.
7"
4‚" (#5)
6"
1'-7"
(Typ)
3 †"
2… "
13"
5"
4 Spaces @ 9" = 3'- 0"
12"
1" ACP
3"
S3 Bar
(#5) R Bars
3"
4"
R Bars
#4 Bar
12" 6"
End View
24"
Max.Spacing 5'- 0", Typical at each end of precast CSB, with Type X
Precast Barrier
20 Spaces at 12" = 20' When 1" ACP is not used
Joint connection. See Sheet 2 of 2 for details.
Reinforcement for Precast (CSB)
accordingly.
1'-
Showing reinforcement for Joint Type X
Concrete Safety Barrier
1'-
9"
30'- 0" barrier segment.
4"
6'- 0" from each end of the
Concrete Safety Barrier (Type 1)
When 1" ACP is "not" used as lateral support for permanent barrier placement. A permissible method
12 •"
10 •"
(See Note General 9)
dimensions shall be adjusted
36" Long x 3"Deep, beginning
Joint connection Type X
Conduit Trough
for lateral support these
(Required) Two Drainage Slots
See sheet 2 of 3 for
of attaining the equivalent lateral support may be Š
3'-3"
Š
"
used, See CSB(6) sheet.
"
5"
2 „"
6"
GENERAL NOTES
1ƒ" 70°
70° 70°
#5 Reinforcing Bar
1. Concrete shall be Class H with a minimum
Grade 60 (3'-8" lgth)
10 † " Connection Plate
Connection Plate
1 •" Std Pipe
compressive strength of 3,600 psi.
1 •" Std Pipe
2. Where used, rebar reinforcement shall be
S1 Bar
DEFORMED BAR ANCHOR DETAILS UPPER CONNECTION PIPE DETAILS
LOWER CONNECTION PIPE DETAILS
Eight (8) required per Joint.
Lower Connection Pipe
One (1) Steel Pipe required per Upper Assembly.
One (1) Steel Pipe required per Lower Assembly.
Two (2) required per Joint.
Two (2) required per Joint.
Grade 60 and conform to ASTM A615.
#4 Bar (2)
Two (2) Bars required per assembly.
3. Precast barrier length shall be 30 ft. unless
(Joint Type X)
otherwise specified on the plans.
Connection Plate (Typ)
4. All precast barrier edges shall have a ƒ " chamfer
Precast Barrier Length (30'- 0")
or tooled radius.
2 ea #5 Deformed 4"
Bar Anchors (Typ)
…(‚) 2"
11 „"
Typ
„"
5. All concrete, reinforcement, joint connection
9 …"
systems, grout etc. as shown, are considered
…(‚)
Max
as part of the barrier payment. 6. All steel assemblies for joint shall be galvanized Lower Leave-out
Upper Leave-out
3 ‚ "
4 • "
2 ‚ "
† "
2"
1 ‚-1 ƒ
after fabrication in accordance with Item 445, "Galvanizing."
‚ 1 …"
0"
Upper Assembly (Typ)
2 ‚ "
of this standard to other formats or for incorrect results or damages resulting from its use.
C L
2‚"
1 &
4ƒ "
General Note 7)
(#4)
T o p
9 • "
ƒ " chamfer
(#4) S3 Bars
10• "
beyond the concrete face
1 †" Diam Hole
of the barrier.
PL … x 4 x 4 •"
2'-
hardware shall not extend
† "
The upper connection 1 •" Std Steel Connection Pipe
Threaded Rod (w/ 2 Plate
3 ƒ" 90
C L #5 Deformed Bar Anchors
PLATE DIMENSIONS
WELDING DETAILS
8. Surface finishing and grouting (where required) shall be two parts sand one part cement with
Upper Leave-out
enough water to make the mixture plastic.
Connection Pipe (Typ) Upper Connection Pipe
CONNECTION PLATE DETAILS
Grouting shall be done in a manner that will 11 „"
9 …"
assure a smooth surface. Surface finishing
One (1) Plate required per assembly.
TYPE X JOINT INSTALLATION DETAIL
shall be considered subsidiary to the various
Four (4) required per Joint. All steel
bid items involved.
fittings for joint Type X shall be galvanized after fabrication in accordance with Item 445.
Barrier reinforcing and Type X Joint Leave-Out
lifting points shall be approx. 7.5 feet from the ends of the barrier. Lifting devices and
by the Engineer. Lower Leave-out
11 • "
Washers & 2 Nuts) within Adjacent Barrier Segments
7. Regardless of the method of handling, barrier
attachments to barrier sections shall be approved
…"
Lower Assembly (Typ)
BARRIER PLAN AT END JOINTS
dimensions not shown for clarity.
9. Conduit trough when required shall be shown elsewhere on the plans, or as directed by the Engineer.
2'- 5" Steel Connection Plate
6"
3"
1"(Min
Welded Wire Reinforcement
C L Threaded Rod in
& Typ)
Connection Pipe
Design Division Standard
PL … x 3 x 3 Plate Washer (Typ)
#5 Deformed Bar Anchors
Bending Pin
(WWR) General Notes
2" Dia.
10 ~ D31 Horiz.(WWR)
Equal No. Spaces (Typ) 7 "
& Typ)
Spacing shown above
‡" Diam A325
•" 1'- 7
2'- 3"
SHEET 1 OF 2
1"(Min
(WWR) Option for Bars R and S3
D20 Vertical (WWR)
FILE: DOCUMENT NAME
No warranty of any The use of this standard is governed by the "Texas Engineering Practice Act".
kind is made by TxDOT for any purpose whatsoever.
have a
dia. Steel pipe or Sch. 40 PVC. (See
(#4) S3 Bars
Note:
DATE: DATE TIME
DISCLAIMER:
TxDOT assumes no responsibility for the conversion
Connection
Barrier edges shall
Pin (Typ)
Lifting Pipes, 2" nom.
2
Precast Barrier (30'- 0" + 1") C L
1. Deformed Welded Wire Reinforcement (WWR) shall conform
Std ‡" Hex
(or equivalent)
Nut (Typ)
Threaded Rod
CONCRETE SAFETY
Stl Connection Pipe
BARRIER (F-SHAPE)
to ASTM A497.
CONNECTION BOLT OR 2. Welded wire cage may be cut or bent to accommodate the Type X joint connection and drainage slots, as directed by the Engineer.
THREADED ROD DETAIL
ISOMETRIC OF
PRECAST BARRIER
TYPICAL WELDED ASSEMBLY
(TYPE 1)
Two (2) Threaded Rods (Or Equivalent
3. All reinforcement shall comply with Item 440, "Reinforcing Steel."
C L
Hex Hd. Bolts) (w/ Two (2) PL … x 3 x 3
Four (4) [2 Upper & 2 Lower] Assemblies required per Joint.
Plate Washers & Two (2) Std Hex Nuts)
ƒ" Min 5‚"
1•" Max
4. Combinations of reinforcing steel and WWR will be permitted,
the barrier section to the first wire shall not exceed 3". 4‚"
1'- 7"
CSB(1)-10
required per Joint.
as directed by the Engineer. The dimension from the end of The connection hardware shall not extend beyond
Weight of one Precast 30 ft.
the concrete face of the barrier. Hex head bolts
(CSB) segment = Approx. 6.5 Tons
may be provided. The proper length of all hardware
or 440 lbs per ft.
should be verified.
FILE:
C TxDOT
csb110.dgn December 2010 REVISIONS
DN: TxDOT CONT
SECT
0924 06
CK: AM
DW: BD
JOB
111
CK:VP HIGHWAY
CS
DIST
COUNTY
SHEET NO.
ELP
EL PASO
38A-A4
C L Bolt retraction cavity
Precast Barrier (30'- 0" + 1")
DIA. x 25" Long rolled
9 • " 1'-1"
1
See Manufacturer's shop drawings
1 2"
PVC Sleeve
for reinforcement details
24"
ELEVATION VIEW SHOWING JOINT CONNECTION
ELEVATION (CSB) QUICK-BOLT
END VIEW (CSB) QUICK-BOLT
See Manufacturer's shop drawing for additional details
QUICK-BOLT POCKET LOCATIONS
"QUICK-BOLT"
Joint Connection (Type Q)
Precast Barrier (30'- 0"+ 1")
9 •"
8"
#4 Stirrup(4)
32"
12"
#5 Rebar(5) 24"
32"
of this standard to other formats or for incorrect results or damages resulting from its use.
washer and nut on each end.
Proprietary Joint Connections (CSB)
#6 Rebar(2)
acceptable as alternates to the (Type X) connection shown, here on. These joint
3"
connections types are:
Rebar & Mesh
J-J Hooks by Easi-Set Industries, (800)547-4045 Quick-Bolt by Bexar Concrete, (210)497-3773
TOP VIEW 6"
If one of these connection systems are
PRECAST (CSB) WITH J-J HOOKS
exclusively specified in the plans, prior approval for sole source use must be obtained.
See Manufacturer's shop drawing for additional details
24"
Details of the connection components and barrier reinforcement for these systems, will be shown on the manufacturer's shop drawing(s) furnished
24"
to the Engineer.
END VIEW J-J HOOK CONNECTION 1…" Connector
Joint Connection (Type J)
†"
Plate
SHEET 2 OF 2 Design Division Standard
11"
CONCRETE SAFETY 10‹ "
BARRIER (F-SHAPE) PRECAST BARRIER
FILE: DOCUMENT NAME
No warranty of any
TxDOT assumes no responsibility for the conversion
The use of this standard is governed by the "Texas Engineering Practice Act".
kind is made by TxDOT for any purpose whatsoever.
7 8"
threaded bolt with plate
12" Long
Two proprietary joint connections are
DATE: DATE TIME
DISCLAIMER:
2 ~
2 •" Dia. PVC Sleeve
9 •"
(TYPE 1) 2"x 2"x ‰ " Angle
CSB(1)-10
Rebar FILE:
VIEW FROM ABOVE
C TxDOT
csb110.dgn December 2010 REVISIONS
J-J HOOK CONNECTION
DN: TxDOT CONT
SECT
0924 06
CK: AM
DW: BD
JOB
111
CK: VP HIGHWAY
CS
DIST
COUNTY
SHEET NO.
ELP
EL PASO
38B-A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
1
100
6001
PREPARING ROW
AC
3.1
-
2
100
6002
PREPARING ROW
STA
72
-
3
110
6001
EXCAVATION (ROADWAY)
CY
11,165
-
4
110
6003
EXCAVATION (SPECIAL)
CY
8,200
-
5
132
6002
EMBANKMENT (FINAL) (DENS CONT) (TY A)
CY
44,304
-
6
132
6007
EMBANKMENT (FINAL) (ORD COMP) (TY D)
CY
7,510
-
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
OMITTED (QTY ADDED TO ITEM 132 6002)
7 8
150
6002
BLADING
HR
34
-
9
170
6001
IRRIGATION SYSTEM
LS
1
-
10
192
6004
PLANT MATERIAL (5-GAL)
EA
180
-
11
192
6013
MULCH
SY
141
12
192
6015
LANDSCAPE EDGE
LF
1,703
-
13
192
6017
VEGETATION BARRIER
SY
2,679
-
14
193
6001
PLANT MAINTENANCE
MO
12
-
15
193
6005
PLANT REPLACEMENT (5GAL)
EA
36
-
16
204
6003
SPRINKLING (DUST CONTROL)
MG
6
-
#REF!
1 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
17
310
6006
PRIME COAT (CSS-1H)
GAL
8,936
-
18
341
6040
D-GR HMA TY-D PG64-22
TON
13,949
-
19
360
6003
CONC PVMT (CONT REINFCRCP)(9")
SY
59,175
-
20
360
6027
CURB (TYP II)
LF
27,155
-
21
400
6002
STRUCT EXCAV (BOX)
CY
1,821
-
22
400
6003
STRUCT EXCAV (PIPE)
CY
6,336
-
23
400
6005
CEM STABIL BKFILL
CY
1,024
-
24
401
6001
FLOWABLE BKFILL
CY
332
-
25
402
6001
TRENCH EXCAVATION PROTECTION
LF
4,427
-
26
416
6029
DRILL SHAFT (RDWY ILL POLE) (30 IN)
LF
656
-
27
416
6032
DRILL SHAFT (TRF SIG POLE) (36 IN)
LF
24
-
28
416
6034
DRILL SHAFT (TRF SIG POLE) (48 IN)
LF
20
-
29
420
6002
CL A CONC (MISC)
CY
37
-
30
420
6057
CL C CONC (WINGWALLS)
CY
229
-
31
423
6006
RETAINING WALL (STONE)
SF
12,988
-
32
432
6001
RIPRAP (CONC)(4 IN)
CY
236
-
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
2 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
33
432
6002
RIPRAP (CONC)(5 IN)
CY
59
-
34
432
6031
RIPRAP (STONE PROTECTION)(12IN)
CY
48
-
35
450
6052
RAIL (HANDRAIL)(TY F)
LF
194
-
36
462
6013
CONC BOX CULV (6 FT X 6 FT)
LF
268
-
37
462
6030
CONC BOX CULV (10 FT X 6 FT)
LF
128
-
38
464
6005
RC PIPE (CL III)(24 IN)
LF
4,529
-
39
464
6008
RC PIPE (CL III)(36 IN)
LF
892
-
40
465
6002
MANH (COMPL)(PRM)(48IN)
EA
14
-
41
465
6003
MANH (COMPL)(PRM)(60IN)
EA
5
-
42
465
6004
MANH (COMPL)(PRM)(72IN)
EA
7
-
43
465
6020
INLET (COMPL)(PCO) (4FT)((BOTH)
EA
2
-
44
465
6040
EA
28
-
45
465
6162
EA
2
-
46
467
6388
SET (TY II)(24 IN)(3:1)( C )
EA
4
-
47
496
6005
REMOVE STR (WINGWALL)
EA
4
-
48
496
6007
REMOVE STR (PIPE)
LF
238
-
Brief Description of Item
INLET (COMPL)(PCU) (5FT)((BOTH) INLET (COMPL)(PAZD) (FG)(5 FT X 5 FT-4 FT X 4 FT)
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
3 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
49
500
6001
MOBILIZATION
LS
1
#REF!
50
502
6001
BARRICADES, SIGNS, & TRAFFIC HANDLING
MO
12
#REF!
51
506
6020
CONSTRUCTION EXITS (INSTALL) (TY 1)
SY
849
#REF!
52
506
6024
CONSTRUCTION EXITS (REMOVE)
SY
849
#REF!
53
506
6038
TEMP SEDMT CONT FENCE (INSTALL)
LF
13,946
#REF!
54
506
6039
TEMP SEDMT CONT FENCE (REMOVE)
LF
13,946
#REF!
55
506
6040
BIODEG EROSN CONT LOGS (INSTL)(8")
LF
844
#REF!
56
506
6043
BIODEG EROSN CONT LOGS (REMOVE)
LF
844
57
512
6005
PORT CTB (FUR & INST)(FSHAPE)(TY 1)
LF
1,020
-
58
512
6029
PORT CTB (MOVE)(FSHAPE)(TY 1)
LF
810
-
59
512
6053
PORT CTB (REMOVE)(FSHAPE)(TY 1)
LF
1,020
-
60
528
6001
COLORED TEXTURED CONC (4 ")
SY
5,583
-
61
530
6004
DRIVEWAYS (CONC)
SY
974
#REF!
62
531
6001
CONCRETE SIDEWALKS (4")
SY
9,908
#REF!
63
531
6004
CURB RAMPS (TY 1)
EA
4
#REF!
64
531
6005
CURB RAMPS (TY 2)
EA
4
#REF!
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
4 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
65
531
6016
CURB RAMPS (TY 21)
EA
3
-
66
550
6004
GATE (INSTALL) (DOUBLE) (6" X 14')
EA
2
-
67
610
6052
IN RD IL AM (TY SA)(40T10)(250W) S
EA
82
#REF!
68
618
6023
CONDT (PVC) (SCHD 40) (2")
LF
13,552
#REF!
69
618
6029
CONDT (PVC) (SCHD 40) (3")
LF
629
-
70
618
6030
CONDT (PVC) (SCHD 40) (3")(BORE)
LF
378
-
71
620
6008
ELEC CONDR (NO. 8) INSULATED
LF
15,279
#REF!
72
620
6010
ELEC CONDR (NO. 6) INSULATED
LF
28,544
#REF!
73
624
6007
GROUND BOX TY C (162911)
EA
2
#REF!
74
624
6008
GROUND BOX TY C (162911) W/APRON
EA
8
#REF!
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
5 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Brief Description of Item
Unit
Est. Quantity
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
75
628
6041
ELEC SRV TY A 240/480 060 (NS) SS(E) GC (O)
EA
2
#REF!
76
628
6128
ELEC SRV TY D 120/240 060 (NS) GS (N)GC (O)
EA
1
#REF!
77
636
6002
ALUMINUM SIGNS (TY G)
SF
330
#REF!
78
636
6003
ALUMINUM SIGNS (TY O)
SF
479
#REF!
79
644
6001
IN SM RD SN SUP&AM TY 10BWG(1) SA(P)
EA
35
#REF!
80
644
6007
IN SM RD SN SUP&AM TY 10BWG(1) SA(U)
EA
2
#REF!
81
644
6030
IN SM RD SN SUP&AM TY S80(1) SA (T)
EA
1
#REF!
82
644
6076
REMOVE SM RD SN SUP & AM
EA
2
-
83
647
6001
INSTALL LRSS (STRUCT STEEL)
LB
674
-
84
647
6003
REMOVE LRSA
EA
4
-
85
662
6063
WK ZN PAV MRK REMOV (W)4"(SLD)
LF
780
-
86
666
6015
REFL PAV MRK TY I (W) 6" (BRK) 100 MIL
LF
3,600
#REF!
87
666
6024
REFL PAV MRK TY I (W) 6" (SLD) 100 MIL
LF
13,824
#REF!
88
666
6030
REFL PAV MRK TY I (W) 8" (DOT) 100 MIL
LF
186
#REF!
6 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Brief Description of Item
Unit
Est. Quantity
89
666
6036
90
666
91
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
REFL PAV MRK TY I (W) 8" (SLD) 100 MIL
LF
4,491
#REF!
6042
REFL PAV MRK TY I (W) 12" (SLD) (100MIL)
LF
783
#REF!
666
6048
REFL PAV MRK TY I (W) 24" (SLD)(100ML)
LF
201
#REF!
92
666
6054
REFL PAV MRK TY I (W) (ARROW) (100ML)
EA
10
#REF!
93
666
6078
REFL PAV MRK TY I (W) (WORD) (100ML)
EA
10
#REF!
94
666
6105
REFL PAV MRK TY I (W) (BIKE ARROW) (100ML)
EA
12
#REF!
95
666
6111
REFL PAV MRK TY I (W) (BIKE SYML)(100ML)
EA
12
#REF!
96
666
6171
REFL PAV MRK TY II (W) 6" (BRK)
LF
3,600
#REF!
97
666
6174
REFL PAV MRK TY II (W)6" (SLD)
LF
13,824
#REF!
98
666
6176
REFL PAV MRK TY II (W) 8" (DOT)
LF
186
#REF!
99
666
6178
REFL PAV MRK TY II (W) 8" (SLD)
LF
4,491
-
100
666
6180
REFL PAV MRK TY II (W) 12" (SLD)
LF
783
-
101
666
6182
REFL PAV MRK TY II (W) 24" (SLD)
LF
201
-
7 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
102
666
6184
REFL PAV MRK TY II (W) (ARROW)
EA
10
-
103
666
6192
REFL PAV MRK TY II (W) (WORD)
EA
10
-
104
666
6200
REFL PAV MRK TY II (W) (BIKE ARROW)
EA
12
-
105
666
6202
REFL PAV MRK TY II (W) (BIKE SYMBOL)
EA
12
-
106
672
6010
REFL PAV MRKR TY II-C-R
EA
278
-
107
677
6001
ELIM EXT PAV MRK & MRKR (4")
LF
285
-
108
680
6003
INSTALL HWY TRF SIG (SYSTEM)
EA
1
-
109
682
6001
VEH SIG SEC (12 IN) LED (GRN)
EA
7
#REF!
110
682
6002
VEH SIG SEC (12 IN) LED (GRN ARW)
EA
5
#REF!
111
682
6003
VEH SIG SEC (12 IN) LED (YEL)
EA
7
#REF!
112
682
6004
VEH SIG SEC (12 IN) LED (YEL ARW)
EA
3
#REF!
113
682
6005
VEH SIG SEC (12 IN) LED (RED)
EA
7
#REF!
114
682
6006
VEH SIG SEC (12IN) LED (RED ARW)
EA
2
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
-
8 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
115
682
6018
PED SIG SEC (LED) (COUNTDOWN)
EA
6
116
684
6012
TRF SIG CBL (TY A) (12 AWG) (7 CONDR)
LF
1,583
#REF!
117
684
6017
TRF SIG CBL (TY A) (12 AWG) (12 CONDR)
LF
585
#REF!
118
684
6054
TRF SIG CBL (TY A) (18 AWG) ( 3 CONDR)
LF
764
#REF!
119
686
6041
INS TRF SIG PL AM(S) 1 ARM (40')
EA
2
#REF!
120
686
6057
INS TRF SIG PL AM(S) 1 ARM (55')
EA
1
121
687
6001
PED POLE ASSEMBLY
EA
6
#REF!
122
688
6001
PED DETECT PUSH BUTTON (APS)
EA
6
#REF!
123
690
6098
INSTALLSPREAD SPECTRUM ANTENNA
EA
1
124
760
6001
DITCH CLEANING AND RESHAPING (FOOT)
LF
986
#REF!
125
1002
6001
LANDSCAPE AMENITY
EA
24
#REF!
126
1005
6001
LOOSE AGGR FOR GROUNDCOVER (TYPE I)
CY
141
127
1005
6002
LOOSE AGGR FOR GROUNDCOVER (TYPE II)
CY
149
128
6002
6001
VIVDS PROCESSOR SYSTEM
EA
1
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures) -
-
-
9 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Brief Description of Item
Unit
Est. Quantity
129
6002
6002
VIVDS CAMERA ASSEMBLY
EA
3
130
6002
6003
VIVDS SETUP SYSTEM
EA
1
131
6002
6005
VIVDS COMMUNICATION CABLE (COAXIAL)
LF
764
132
6054
6001
SPREAD SPECTRUM RADIO
EA
1
133
6054
6002
COAXIAL CABLE
LF
44
134
6054
6003
HELIAX CABLE
LF
20
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
Totals $:
#REF! SIGNED
GRAND TOTAL #REF!
TITLE DATE
10 - A4
The above titled solicitation is amended. All amendments must be acknowledged on the “PROPOSAL”; failure to do so may be cause for rejection of bid. The date specified for receipt of offers is NOT extended: Bid Date: August 25, 2016 @ 2:00 (MST)
Addendum No. 4 August 19, 2016 Contents: 1. 2. 3.
4. 5.
Plan Sheet 2 is replaced with 2-A4. The updated Plan Sheet reflects “CSB(1)-10” Standards added. Plan Sheets 11 and 12 are replaced with 11-A4 and 12-A4. The updated Plan Sheets reflect revised bid codes and quantities. Plan Sheets 19, 20, 21, 78 and 81 are replaced with Plan Sheets 19-A4, 20-A4, 21-A4, 78-A4 and 81-A4. The updated Plan Sheets reflect revisions to portable CTB F-Shape type bid codes and proposed RC PIPE 24” quantities. Plan Sheets 38A-A4 and 38B-A4 are for “CSB(1)-10” Standards added. “Unit Price Schedule: Base Bid” 1-A3 thru 10-A3 sheets are replaced with sheets 1-A4 thru 10A4. Revised Key number 38 to show correct quantity. Revised Key numbers 57, 58, & 59 to show correct bid codes.
ISSUED BY: Camino Real Regional Mobility Authority General Engineering Consultant
CK: DW:
SUMMARY OF WORKZONE TRAFFIC CONTROL ITEMS CK:
LOCATION
502
512
512
512
662
6001
6005
6029
6053
6063
PORT CTB (FUR
PORT CTB
BARRICADES,
PORT CTB WK ZN PAV MRK
DN:
SIGNS AND
& INST)(F-SHAPE) (MOVE)(F-SHAPE)
(REMOVE) REMOV (W)4"(SLD)
TRAFFIC HANDLING
(TY 1)
(TY 1)
MO
LF
LF
LF
LF
(F-SHAPE) (TY 1)
PHASE I
8
810
PHASE II
4
210
810
1020
780
PROJECT TOTALS
12
1020
810
1020
780
SUMMARY OF ROADWAY ITEMS LOCATION
100
110
132
310
341
360
360
432
450
530
6002
6001
6002
6006
6040
6003
6027
6001
6052
6004
PRIME COAT
D-GR HMA TY-D
(CSS-1H)
PG64-22
EMBANKMENT EXCAVATION PREPARING ROW
CONC PVMT (CONT
(FINAL)(DENS (ROADWAY)
REINF - CRCP)
6:03:57 PM DATE: 8/18/2016
FILE: m:\0924-06-111 old hueco\3-plan sheets\01- general\Summary Sheet.dgn
CONT)(TY A)
STA
CY
CY
RIPRAP (CONC)(4
RAIL
IN)
(HANDRAIL)(TY F)
CURB (TYPE II)
DRIVEWAYS (CONC)
(9")
GAL
TON
SY
LF
CY
LF
SY
SHEET 1OF 6
11
276
6347
1377
2085
8777
4113
25
72
140
SHEET 2 OF 6
12
15
11141
1480
2323
9869
4522
83
32
324
SHEET 3 OF 6
12
249
7919
1410
2213
9401
4574
SHEET 4 OF 6
12
154
5052
1410
2213
9401
4559
SHEET 5 OF 6
12
2674
3804
1540
2417
10266
4604
15
182
SHEET 6 OF 6
13
7797
9908
1719
2698
11461
4783
74
53
PROJECT TOTALS
72
11165
44171
8936
13949
59175
27155
197
110 90
194
165
974
SUMMARY OF ADA ITEMS LOCATION
531
531
531
531
666
666
682
687
688
6001
6004
6005
6016
6042
6180
6018
6001
6001
CONC SIDEWALKS
CURB RAMPS (TY
CURB RAMPS (TY
CURB RAMPS (TY
(4")
1)
2)
21)
REFL PAV MRK TY I REFL PAV MRK TY
PED SIG SEC
PED POLE
PED DETECT PUSH
II (W) 12" (SLD)
(LED)(COUNTDOWN)
ASSEMBLY
BUTTON (APS)
LF
EA
EA
EA
(W)12"(SLD)(100 MIL)
SY
EA
EA
EA
4
2
3
LF
ROADWAY
OLD HUECO TANKS RD. SHEET 1OF 6
1832
SHEET 2 OF 6
1600
SHEET 3 OF 6
1563
SHEET 4 OF 6
1553
SHEET 5 OF 6
1590
SHEET 6 OF 6
1770
GENERAL
SUMMARY SHEETS
2
TRAFFIC SIGNAL SHEET 1OF 1
6
6
6
PAVEMENT MARKINGS SHEET 1OF 4
260
260
SHEET 3 OF 4
155
155
SHEET 4 OF 4
368
368
783
783
SHEET 1 OF 4
SHEET 2 OF 4 R
PROJECT TOTALS
9908
4
4
3
Texas Department of Transportation
6
6
6
FED.RD. DIV.NO.
SHEET NO.
11-A4
6 STATE
DIST.
TEXAS
ELP
CONTROL
0924
SECTION
06
COUNTY
EL PASO JOB
111
HIGHWAY NO.
CS
m:\0924-06-111 old hueco\3-plan sheets\01- general\Summary Sheet.dgn
CK:
100
110
132
132
400
402
423
432
432
464
464
465
6001
6003
6002
6007
6003
6001
6006
6001
6031
6005
6008
6002
LOCATION
CK:
DW:
SUMMARY OF DRAINAGE ITEMS
EMBANKMENT
EMBANKMENT
(FINAL)(DENS
(FINAL)(ORD
EXCAVATION
TRENCH STRUCT EXCAV
PREPARING ROW
(PIPE)
RIPRAP
RIPRAP(STONE
RC PIPE (CL
RC PIPE (CL
(STONE)
(CONC)
PROTECTION)
III)(24 IN)
III)(36 IN)
COMP)(TY D)
PROTECTION
(COMPL)(PRM)(48 IN)
(4 IN)
(12 IN)
DN:
CONT)(TY A)
MANH
RETAINING WALL EXCAVATION
(SPECIAL)
AC
CY
CY
CY
CY
LF
SF
CY
CY
LF
LF
EA
STORM SEWER SHEET 1OF 11
225
117
253
2
SHEET 2 OF 11
344
273
370
2 1
SHEET 3 OF 11
641
536
721
SHEET 4 OF 11
862
600
738
SHEET 5 OF 11
885
600
599
SHEET 6 OF 11
249
248
335
SHEET 7 OF 11
414
313
495
SHEET 8 OF 11
1464
600
74
1 108
2
2 627
1
SHEET 9 OF 11
2
SHEET 10 OF 11
922
476
499
SHEET 11OF 11
330
249
445
RETENTION POND NO.1
808
13
16
RETENTION POND NO.2
0.8
4200
57
10
4440
13
16
RETENTION POND NO.3
2.3
4000
76
7500
7740
13
16
3.1
8200
133
7510
12988
39
48
PROJECT TOTALS
6336
4012
4529
157
1
892
14
SUMMARY OF DRAINAGE ITEMS CONTINUE 465
465
465
465
465
467
550
6003
6004
6020
6040
6162
6388
6004
SET (TY II)
GATE (INSTALL)
(24IN)(RCP)
(DOUBLE) (6'X
LOCATION
INLET (COMPL) MANH (COMPL)
MANH (COMPL)
(PRM)(60 IN)
(PRM)(72 IN)
EA
INLET
INLET
(COMPL)(PCO)
(COMPL)(PCU)
(4FT)(BOTH)
(5FT)(BOTH)
EA
EA
(PAZD)(FG) (5FTX5FT-
(3: 1) (C)
14')
4FTX4FT)
EA
EA
EA
EA
STORM SEWER
4:06:35 PM DATE: 8/18/2016
FILE: m:\0924-06-111 old hueco\3-Plan Sheets\01- General\Summary Sheet.dgn
SHEET 1OF 11
4
SHEET 2 OF 11
1
SHEET 3 OF 11
1
2
SHEET 4 OF 11 SHEET 5 OF 11 SHEET 6 OF 11
2
1
1
4
1
2
1
2
1
1
2
SHEET 7 OF 11
2
SHEET 8 OF 11
2
4
SHEET 9 OF 11
1
4
SHEET 10 OF 11
2
SHEET 11OF 11
2
1
1
2
1
RETENTION POND NO.1 RETENTION POND NO.2
1
RETENTION POND NO.3
1
PROJECT TOTALS
5
7
2
28
2
4
2
OLD HUECO TANKS RD.
GENERAL
SUMMARY OF CULVERT ITEMS LOCATION
150
400
462
462
464
496
496
6002
6002
6013
6030
6005
6005
6007
BLADING
STRUCT
CONC BOX
CONC BOX
RC PIPE
EXCAV
CULV (6FT
CULV(10 FT
(CL III)
(BOX)
X 6 FT)
X 6 FT)
(24 IN)
REMOV
REMOV
760
400
6001
6005
401
432
6057
6002
CEM
FLOWABLE
TRENCH
CL C
RIPRAP
CLEANING
STABIL
BACKFILL
EXCAVATION
CONC
(CONC)
BKFL
PROTECTION
(WINGWALLS)
(5 IN)
STR
STR
AND
(PIPE)
RESHAPING
6001
420
DITCH
(WINGWALL)
6001
402
SUMMARY SHEETS
(FOOT) HR
CY
MESA DRAIN
10
1100
JUAN DE HERRERA
LF
LF
LF
EA
LF
LF
CY
CY
LF
CY
CY
280
332
115
190
80
21
SHEET 2 OF 4 R
128
12
425
132
MESA SPUR
8
296
136
COMMUNITY IRRIGATION
4
120
286
306
95
140
60
11
2
124
300
306
90
85
65
17
2
114
120
98
32
24
10
Texas Department of Transportation
FED.RD. DIV.NO.
SHEET NO.
12-A4
6 PROJECT TOTALS
34
1821
268
128
120
4
238
986
1042
332
415
229
59
STATE
DIST.
TEXAS
ELP
CONTROL
0924
SECTION
06
COUNTY
EL PASO JOB
111
HIGHWAY NO.
CS
m:\0924-06-111 old hueco\3-Plan Sheets\01- General\Summary Sheet.dgn
• "
2" Dia. Bending 6"
(#4)S1 Bar
(#4) S1 Bars (2) w/Type X Joint Connection,
w/Type X Joint
S1 Bars required with WWR reinforcement option.
11"
or tooled radius.
1 ' - 9 ‚ "
3" 2'-
32"
8 †"
5 ƒ "
10"R
2"
15"
ƒ " ( T y p S ) i d e s
22"
9"
6"
C L
S3 Bar
5‚"
Cover 1• " Cov.
7"
4‚" (#5)
6"
1'-7"
(Typ)
3 †"
2… "
13"
5"
4 Spaces @ 9" = 3'- 0"
12"
1" ACP
3"
S3 Bar
(#5) R Bars
3"
4"
R Bars
#4 Bar
12" 6"
End View
24"
Max.Spacing 5'- 0", Typical at each end of precast CSB, with Type X
Precast Barrier
20 Spaces at 12" = 20' When 1" ACP is not used
Joint connection. See Sheet 2 of 2 for details.
Reinforcement for Precast (CSB)
accordingly.
1'-
Showing reinforcement for Joint Type X
Concrete Safety Barrier
1'-
9"
30'- 0" barrier segment.
4"
6'- 0" from each end of the
Concrete Safety Barrier (Type 1)
When 1" ACP is "not" used as lateral support for permanent barrier placement. A permissible method
12 •"
10 •"
(See Note General 9)
dimensions shall be adjusted
36" Long x 3"Deep, beginning
Joint connection Type X
Conduit Trough
for lateral support these
(Required) Two Drainage Slots
See sheet 2 of 3 for
of attaining the equivalent lateral support may be Š
3'-3"
Š
"
used, See CSB(6) sheet.
"
5"
2 „"
6"
GENERAL NOTES
1ƒ" 70°
70° 70°
#5 Reinforcing Bar
1. Concrete shall be Class H with a minimum
Grade 60 (3'-8" lgth)
10 † " Connection Plate
Connection Plate
1 •" Std Pipe
compressive strength of 3,600 psi.
1 •" Std Pipe
2. Where used, rebar reinforcement shall be
S1 Bar
DEFORMED BAR ANCHOR DETAILS UPPER CONNECTION PIPE DETAILS
LOWER CONNECTION PIPE DETAILS
Eight (8) required per Joint.
Lower Connection Pipe
One (1) Steel Pipe required per Upper Assembly.
One (1) Steel Pipe required per Lower Assembly.
Two (2) required per Joint.
Two (2) required per Joint.
Grade 60 and conform to ASTM A615.
#4 Bar (2)
Two (2) Bars required per assembly.
3. Precast barrier length shall be 30 ft. unless
(Joint Type X)
otherwise specified on the plans.
Connection Plate (Typ)
4. All precast barrier edges shall have a ƒ " chamfer
Precast Barrier Length (30'- 0")
or tooled radius.
2 ea #5 Deformed 4"
Bar Anchors (Typ)
…(‚) 2"
11 „"
Typ
„"
5. All concrete, reinforcement, joint connection
9 …"
systems, grout etc. as shown, are considered
…(‚)
Max
as part of the barrier payment. 6. All steel assemblies for joint shall be galvanized Lower Leave-out
Upper Leave-out
3 ‚ "
4 • "
2 ‚ "
† "
2"
1 ‚-1 ƒ
after fabrication in accordance with Item 445, "Galvanizing."
‚ 1 …"
0"
Upper Assembly (Typ)
2 ‚ "
of this standard to other formats or for incorrect results or damages resulting from its use.
C L
2‚"
1 &
4ƒ "
General Note 7)
(#4)
T o p
9 • "
ƒ " chamfer
(#4) S3 Bars
10• "
beyond the concrete face
1 †" Diam Hole
of the barrier.
PL … x 4 x 4 •"
2'-
hardware shall not extend
† "
The upper connection 1 •" Std Steel Connection Pipe
Threaded Rod (w/ 2 Plate
3 ƒ" 90
C L #5 Deformed Bar Anchors
PLATE DIMENSIONS
WELDING DETAILS
8. Surface finishing and grouting (where required) shall be two parts sand one part cement with
Upper Leave-out
enough water to make the mixture plastic.
Connection Pipe (Typ) Upper Connection Pipe
CONNECTION PLATE DETAILS
Grouting shall be done in a manner that will 11 „"
9 …"
assure a smooth surface. Surface finishing
One (1) Plate required per assembly.
TYPE X JOINT INSTALLATION DETAIL
shall be considered subsidiary to the various
Four (4) required per Joint. All steel
bid items involved.
fittings for joint Type X shall be galvanized after fabrication in accordance with Item 445.
Barrier reinforcing and Type X Joint Leave-Out
lifting points shall be approx. 7.5 feet from the ends of the barrier. Lifting devices and
by the Engineer. Lower Leave-out
11 • "
Washers & 2 Nuts) within Adjacent Barrier Segments
7. Regardless of the method of handling, barrier
attachments to barrier sections shall be approved
…"
Lower Assembly (Typ)
BARRIER PLAN AT END JOINTS
dimensions not shown for clarity.
9. Conduit trough when required shall be shown elsewhere on the plans, or as directed by the Engineer.
2'- 5" Steel Connection Plate
6"
3"
1"(Min
Welded Wire Reinforcement
C L Threaded Rod in
& Typ)
Connection Pipe
Design Division Standard
PL … x 3 x 3 Plate Washer (Typ)
#5 Deformed Bar Anchors
Bending Pin
(WWR) General Notes
2" Dia.
10 ~ D31 Horiz.(WWR)
Equal No. Spaces (Typ) 7 "
& Typ)
Spacing shown above
‡" Diam A325
•" 1'- 7
2'- 3"
SHEET 1 OF 2
1"(Min
(WWR) Option for Bars R and S3
D20 Vertical (WWR)
FILE: DOCUMENT NAME
No warranty of any The use of this standard is governed by the "Texas Engineering Practice Act".
kind is made by TxDOT for any purpose whatsoever.
have a
dia. Steel pipe or Sch. 40 PVC. (See
(#4) S3 Bars
Note:
DATE: DATE TIME
DISCLAIMER:
TxDOT assumes no responsibility for the conversion
Connection
Barrier edges shall
Pin (Typ)
Lifting Pipes, 2" nom.
2
Precast Barrier (30'- 0" + 1") C L
1. Deformed Welded Wire Reinforcement (WWR) shall conform
Std ‡" Hex
(or equivalent)
Nut (Typ)
Threaded Rod
CONCRETE SAFETY
Stl Connection Pipe
BARRIER (F-SHAPE)
to ASTM A497.
CONNECTION BOLT OR 2. Welded wire cage may be cut or bent to accommodate the Type X joint connection and drainage slots, as directed by the Engineer.
THREADED ROD DETAIL
ISOMETRIC OF
PRECAST BARRIER
TYPICAL WELDED ASSEMBLY
(TYPE 1)
Two (2) Threaded Rods (Or Equivalent
3. All reinforcement shall comply with Item 440, "Reinforcing Steel."
C L
Hex Hd. Bolts) (w/ Two (2) PL … x 3 x 3
Four (4) [2 Upper & 2 Lower] Assemblies required per Joint.
Plate Washers & Two (2) Std Hex Nuts)
ƒ" Min 5‚"
1•" Max
4. Combinations of reinforcing steel and WWR will be permitted,
the barrier section to the first wire shall not exceed 3". 4‚"
1'- 7"
CSB(1)-10
required per Joint.
as directed by the Engineer. The dimension from the end of The connection hardware shall not extend beyond
Weight of one Precast 30 ft.
the concrete face of the barrier. Hex head bolts
(CSB) segment = Approx. 6.5 Tons
may be provided. The proper length of all hardware
or 440 lbs per ft.
should be verified.
FILE:
C TxDOT
csb110.dgn December 2010 REVISIONS
DN: TxDOT CONT
SECT
0924 06
CK: AM
DW: BD
JOB
111
CK:VP HIGHWAY
CS
DIST
COUNTY
SHEET NO.
ELP
EL PASO
38A-A4
C L Bolt retraction cavity
Precast Barrier (30'- 0" + 1")
DIA. x 25" Long rolled
9 • " 1'-1"
1
See Manufacturer's shop drawings
1 2"
PVC Sleeve
for reinforcement details
24"
ELEVATION VIEW SHOWING JOINT CONNECTION
ELEVATION (CSB) QUICK-BOLT
END VIEW (CSB) QUICK-BOLT
See Manufacturer's shop drawing for additional details
QUICK-BOLT POCKET LOCATIONS
"QUICK-BOLT"
Joint Connection (Type Q)
Precast Barrier (30'- 0"+ 1")
9 •"
8"
#4 Stirrup(4)
32"
12"
#5 Rebar(5) 24"
32"
of this standard to other formats or for incorrect results or damages resulting from its use.
washer and nut on each end.
Proprietary Joint Connections (CSB)
#6 Rebar(2)
acceptable as alternates to the (Type X) connection shown, here on. These joint
3"
connections types are:
Rebar & Mesh
J-J Hooks by Easi-Set Industries, (800)547-4045 Quick-Bolt by Bexar Concrete, (210)497-3773
TOP VIEW 6"
If one of these connection systems are
PRECAST (CSB) WITH J-J HOOKS
exclusively specified in the plans, prior approval for sole source use must be obtained.
See Manufacturer's shop drawing for additional details
24"
Details of the connection components and barrier reinforcement for these systems, will be shown on the manufacturer's shop drawing(s) furnished
24"
to the Engineer.
END VIEW J-J HOOK CONNECTION 1…" Connector
Joint Connection (Type J)
†"
Plate
SHEET 2 OF 2 Design Division Standard
11"
CONCRETE SAFETY 10‹ "
BARRIER (F-SHAPE) PRECAST BARRIER
FILE: DOCUMENT NAME
No warranty of any
TxDOT assumes no responsibility for the conversion
The use of this standard is governed by the "Texas Engineering Practice Act".
kind is made by TxDOT for any purpose whatsoever.
7 8"
threaded bolt with plate
12" Long
Two proprietary joint connections are
DATE: DATE TIME
DISCLAIMER:
2 ~
2 •" Dia. PVC Sleeve
9 •"
(TYPE 1) 2"x 2"x ‰ " Angle
CSB(1)-10
Rebar FILE:
VIEW FROM ABOVE
C TxDOT
csb110.dgn December 2010 REVISIONS
J-J HOOK CONNECTION
DN: TxDOT CONT
SECT
0924 06
CK: AM
DW: BD
JOB
111
CK: VP HIGHWAY
CS
DIST
COUNTY
SHEET NO.
ELP
EL PASO
38B-A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
1
100
6001
PREPARING ROW
AC
3.1
-
2
100
6002
PREPARING ROW
STA
72
-
3
110
6001
EXCAVATION (ROADWAY)
CY
11,165
-
4
110
6003
EXCAVATION (SPECIAL)
CY
8,200
-
5
132
6002
EMBANKMENT (FINAL) (DENS CONT) (TY A)
CY
44,304
-
6
132
6007
EMBANKMENT (FINAL) (ORD COMP) (TY D)
CY
7,510
-
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
OMITTED (QTY ADDED TO ITEM 132 6002)
7 8
150
6002
BLADING
HR
34
-
9
170
6001
IRRIGATION SYSTEM
LS
1
-
10
192
6004
PLANT MATERIAL (5-GAL)
EA
180
-
11
192
6013
MULCH
SY
141
12
192
6015
LANDSCAPE EDGE
LF
1,703
-
13
192
6017
VEGETATION BARRIER
SY
2,679
-
14
193
6001
PLANT MAINTENANCE
MO
12
-
15
193
6005
PLANT REPLACEMENT (5GAL)
EA
36
-
16
204
6003
SPRINKLING (DUST CONTROL)
MG
6
-
#REF!
1 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
17
310
6006
PRIME COAT (CSS-1H)
GAL
8,936
-
18
341
6040
D-GR HMA TY-D PG64-22
TON
13,949
-
19
360
6003
CONC PVMT (CONT REINFCRCP)(9")
SY
59,175
-
20
360
6027
CURB (TYP II)
LF
27,155
-
21
400
6002
STRUCT EXCAV (BOX)
CY
1,821
-
22
400
6003
STRUCT EXCAV (PIPE)
CY
6,336
-
23
400
6005
CEM STABIL BKFILL
CY
1,024
-
24
401
6001
FLOWABLE BKFILL
CY
332
-
25
402
6001
TRENCH EXCAVATION PROTECTION
LF
4,427
-
26
416
6029
DRILL SHAFT (RDWY ILL POLE) (30 IN)
LF
656
-
27
416
6032
DRILL SHAFT (TRF SIG POLE) (36 IN)
LF
24
-
28
416
6034
DRILL SHAFT (TRF SIG POLE) (48 IN)
LF
20
-
29
420
6002
CL A CONC (MISC)
CY
37
-
30
420
6057
CL C CONC (WINGWALLS)
CY
229
-
31
423
6006
RETAINING WALL (STONE)
SF
12,988
-
32
432
6001
RIPRAP (CONC)(4 IN)
CY
236
-
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
2 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
33
432
6002
RIPRAP (CONC)(5 IN)
CY
59
-
34
432
6031
RIPRAP (STONE PROTECTION)(12IN)
CY
48
-
35
450
6052
RAIL (HANDRAIL)(TY F)
LF
194
-
36
462
6013
CONC BOX CULV (6 FT X 6 FT)
LF
268
-
37
462
6030
CONC BOX CULV (10 FT X 6 FT)
LF
128
-
38
464
6005
RC PIPE (CL III)(24 IN)
LF
4,529
-
39
464
6008
RC PIPE (CL III)(36 IN)
LF
892
-
40
465
6002
MANH (COMPL)(PRM)(48IN)
EA
14
-
41
465
6003
MANH (COMPL)(PRM)(60IN)
EA
5
-
42
465
6004
MANH (COMPL)(PRM)(72IN)
EA
7
-
43
465
6020
INLET (COMPL)(PCO) (4FT)((BOTH)
EA
2
-
44
465
6040
EA
28
-
45
465
6162
EA
2
-
46
467
6388
SET (TY II)(24 IN)(3:1)( C )
EA
4
-
47
496
6005
REMOVE STR (WINGWALL)
EA
4
-
48
496
6007
REMOVE STR (PIPE)
LF
238
-
Brief Description of Item
INLET (COMPL)(PCU) (5FT)((BOTH) INLET (COMPL)(PAZD) (FG)(5 FT X 5 FT-4 FT X 4 FT)
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
3 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
49
500
6001
MOBILIZATION
LS
1
#REF!
50
502
6001
BARRICADES, SIGNS, & TRAFFIC HANDLING
MO
12
#REF!
51
506
6020
CONSTRUCTION EXITS (INSTALL) (TY 1)
SY
849
#REF!
52
506
6024
CONSTRUCTION EXITS (REMOVE)
SY
849
#REF!
53
506
6038
TEMP SEDMT CONT FENCE (INSTALL)
LF
13,946
#REF!
54
506
6039
TEMP SEDMT CONT FENCE (REMOVE)
LF
13,946
#REF!
55
506
6040
BIODEG EROSN CONT LOGS (INSTL)(8")
LF
844
#REF!
56
506
6043
BIODEG EROSN CONT LOGS (REMOVE)
LF
844
57
512
6005
PORT CTB (FUR & INST)(FSHAPE)(TY 1)
LF
1,020
-
58
512
6029
PORT CTB (MOVE)(FSHAPE)(TY 1)
LF
810
-
59
512
6053
PORT CTB (REMOVE)(FSHAPE)(TY 1)
LF
1,020
-
60
528
6001
COLORED TEXTURED CONC (4 ")
SY
5,583
-
61
530
6004
DRIVEWAYS (CONC)
SY
974
#REF!
62
531
6001
CONCRETE SIDEWALKS (4")
SY
9,908
#REF!
63
531
6004
CURB RAMPS (TY 1)
EA
4
#REF!
64
531
6005
CURB RAMPS (TY 2)
EA
4
#REF!
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
4 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
65
531
6016
CURB RAMPS (TY 21)
EA
3
-
66
550
6004
GATE (INSTALL) (DOUBLE) (6" X 14')
EA
2
-
67
610
6052
IN RD IL AM (TY SA)(40T10)(250W) S
EA
82
#REF!
68
618
6023
CONDT (PVC) (SCHD 40) (2")
LF
13,552
#REF!
69
618
6029
CONDT (PVC) (SCHD 40) (3")
LF
629
-
70
618
6030
CONDT (PVC) (SCHD 40) (3")(BORE)
LF
378
-
71
620
6008
ELEC CONDR (NO. 8) INSULATED
LF
15,279
#REF!
72
620
6010
ELEC CONDR (NO. 6) INSULATED
LF
28,544
#REF!
73
624
6007
GROUND BOX TY C (162911)
EA
2
#REF!
74
624
6008
GROUND BOX TY C (162911) W/APRON
EA
8
#REF!
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
5 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Brief Description of Item
Unit
Est. Quantity
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
75
628
6041
ELEC SRV TY A 240/480 060 (NS) SS(E) GC (O)
EA
2
#REF!
76
628
6128
ELEC SRV TY D 120/240 060 (NS) GS (N)GC (O)
EA
1
#REF!
77
636
6002
ALUMINUM SIGNS (TY G)
SF
330
#REF!
78
636
6003
ALUMINUM SIGNS (TY O)
SF
479
#REF!
79
644
6001
IN SM RD SN SUP&AM TY 10BWG(1) SA(P)
EA
35
#REF!
80
644
6007
IN SM RD SN SUP&AM TY 10BWG(1) SA(U)
EA
2
#REF!
81
644
6030
IN SM RD SN SUP&AM TY S80(1) SA (T)
EA
1
#REF!
82
644
6076
REMOVE SM RD SN SUP & AM
EA
2
-
83
647
6001
INSTALL LRSS (STRUCT STEEL)
LB
674
-
84
647
6003
REMOVE LRSA
EA
4
-
85
662
6063
WK ZN PAV MRK REMOV (W)4"(SLD)
LF
780
-
86
666
6015
REFL PAV MRK TY I (W) 6" (BRK) 100 MIL
LF
3,600
#REF!
87
666
6024
REFL PAV MRK TY I (W) 6" (SLD) 100 MIL
LF
13,824
#REF!
88
666
6030
REFL PAV MRK TY I (W) 8" (DOT) 100 MIL
LF
186
#REF!
6 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Brief Description of Item
Unit
Est. Quantity
89
666
6036
90
666
91
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
REFL PAV MRK TY I (W) 8" (SLD) 100 MIL
LF
4,491
#REF!
6042
REFL PAV MRK TY I (W) 12" (SLD) (100MIL)
LF
783
#REF!
666
6048
REFL PAV MRK TY I (W) 24" (SLD)(100ML)
LF
201
#REF!
92
666
6054
REFL PAV MRK TY I (W) (ARROW) (100ML)
EA
10
#REF!
93
666
6078
REFL PAV MRK TY I (W) (WORD) (100ML)
EA
10
#REF!
94
666
6105
REFL PAV MRK TY I (W) (BIKE ARROW) (100ML)
EA
12
#REF!
95
666
6111
REFL PAV MRK TY I (W) (BIKE SYML)(100ML)
EA
12
#REF!
96
666
6171
REFL PAV MRK TY II (W) 6" (BRK)
LF
3,600
#REF!
97
666
6174
REFL PAV MRK TY II (W)6" (SLD)
LF
13,824
#REF!
98
666
6176
REFL PAV MRK TY II (W) 8" (DOT)
LF
186
#REF!
99
666
6178
REFL PAV MRK TY II (W) 8" (SLD)
LF
4,491
-
100
666
6180
REFL PAV MRK TY II (W) 12" (SLD)
LF
783
-
101
666
6182
REFL PAV MRK TY II (W) 24" (SLD)
LF
201
-
7 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
102
666
6184
REFL PAV MRK TY II (W) (ARROW)
EA
10
-
103
666
6192
REFL PAV MRK TY II (W) (WORD)
EA
10
-
104
666
6200
REFL PAV MRK TY II (W) (BIKE ARROW)
EA
12
-
105
666
6202
REFL PAV MRK TY II (W) (BIKE SYMBOL)
EA
12
-
106
672
6010
REFL PAV MRKR TY II-C-R
EA
278
-
107
677
6001
ELIM EXT PAV MRK & MRKR (4")
LF
285
-
108
680
6003
INSTALL HWY TRF SIG (SYSTEM)
EA
1
-
109
682
6001
VEH SIG SEC (12 IN) LED (GRN)
EA
7
#REF!
110
682
6002
VEH SIG SEC (12 IN) LED (GRN ARW)
EA
5
#REF!
111
682
6003
VEH SIG SEC (12 IN) LED (YEL)
EA
7
#REF!
112
682
6004
VEH SIG SEC (12 IN) LED (YEL ARW)
EA
3
#REF!
113
682
6005
VEH SIG SEC (12 IN) LED (RED)
EA
7
#REF!
114
682
6006
VEH SIG SEC (12IN) LED (RED ARW)
EA
2
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
-
8 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Unit
Est. Quantity
115
682
6018
PED SIG SEC (LED) (COUNTDOWN)
EA
6
116
684
6012
TRF SIG CBL (TY A) (12 AWG) (7 CONDR)
LF
1,583
#REF!
117
684
6017
TRF SIG CBL (TY A) (12 AWG) (12 CONDR)
LF
585
#REF!
118
684
6054
TRF SIG CBL (TY A) (18 AWG) ( 3 CONDR)
LF
764
#REF!
119
686
6041
INS TRF SIG PL AM(S) 1 ARM (40')
EA
2
#REF!
120
686
6057
INS TRF SIG PL AM(S) 1 ARM (55')
EA
1
121
687
6001
PED POLE ASSEMBLY
EA
6
#REF!
122
688
6001
PED DETECT PUSH BUTTON (APS)
EA
6
#REF!
123
690
6098
INSTALLSPREAD SPECTRUM ANTENNA
EA
1
124
760
6001
DITCH CLEANING AND RESHAPING (FOOT)
LF
986
#REF!
125
1002
6001
LANDSCAPE AMENITY
EA
24
#REF!
126
1005
6001
LOOSE AGGR FOR GROUNDCOVER (TYPE I)
CY
141
127
1005
6002
LOOSE AGGR FOR GROUNDCOVER (TYPE II)
CY
149
128
6002
6001
VIVDS PROCESSOR SYSTEM
EA
1
Brief Description of Item
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures) -
-
-
9 - A4
UNIT PRICE SCHEDULE: BASE BID CONTROL: 0924-06-111 PROJECT: STP 95 (322)MM HIGHWAY: OLD HUECO TANKS ROAD COUNTY:EL PASO
TYPE : CONSTRUCTION OF NEW FOUR LANE RAISED MEDIAN URBAN COLLECTOR ROADWAY
(Old Hueco Tanks Road)
Key
Item No.
Item Code
Brief Description of Item
Unit
Est. Quantity
129
6002
6002
VIVDS CAMERA ASSEMBLY
EA
3
130
6002
6003
VIVDS SETUP SYSTEM
EA
1
131
6002
6005
VIVDS COMMUNICATION CABLE (COAXIAL)
LF
764
132
6054
6001
SPREAD SPECTRUM RADIO
EA
1
133
6054
6002
COAXIAL CABLE
LF
44
134
6054
6003
HELIAX CABLE
LF
20
Unit Bid Price (In Total Amount (Quantity Figures) x Unit Price) (In Figures)
Totals $:
#REF! SIGNED
GRAND TOTAL #REF!
TITLE DATE
10 - A4
