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REINFORCED CONCRETE PAVEMENT REPAIRS
FY 2006/07
SPECIFICATIONS
FOR
REINFORCED CONCRETE PAVEMENT REPAIRS
L All repairs are to be saw cut full depth a minimum of 12" beyond the failure or to the next
joint if within 3' and are to be square or rectangular in shape.
2. Complete removal of all pavement within the repair area is to be accomplished leaving clean
vertical sides. Damaged vertical sides will be resawed, removed and replaced at the
contractor's expense. Limit of pay will only be to the original saw line. Spoils from this
activity and subgrade removal will be disposed of off -site at the contractor's expense.
Note: When street repair includes curb and gutter repair, the curb and gutter will be paid
under the bid item for curb and gutter. Measurement will be per Standard Construction
Detail Sheet 2120, i.e., curb and 24" gutter. The remainder of the street repair outside the
limits of the curb and gutter repair will be measured and paid under the price per square yard
for street repair. Thickness of concrete for curb and gutter repairs will be the same as the
thickness of the street repair.
Subgrade shall be removed to a depth of 6" below bottom of the existing pavement in the
entire repair area and cement treated base (CTB) is to be placed and compacted (to 95%
standard proctor density) in place of the removed subgrade. If the removal leaves a void
deeper than the 6" requirement, or if unstable material is encountered that has to be removed,
then flexbase shall be placed and compacted (to 95% standard proctor density) to bring
subgrade up to 6" below bottom of the existing pavement.
4. Vertical sides of repair area are to be doweled with #4 bars, epoxy embedded 6" into the
sides at 12" centers. A 24" #6 smooth dowel with dowel sleeve will be used at any transverse
expansion joint that may be disturbed. See City of Coppell Standard Specifications.
5. Reinforcement steel shall be minimum #3 bar on 18" centers with 30 diameters bar laps. ( #3 -
12" lap) and shall be supported by bar chairs spaced adequately to support the weight of the
concrete during placement.
Concrete shall consist of Type IIIA Cement Class 'C' Concrete at a rate of 6 sacks per CY
and a compressive strength of 3600 PSI at 28 days. After placement of concrete, the entire
new concrete section shall receive a coat of approved white pigmented curing compound
applied by use of a sprayer capable of producing an even and thorough coverage. Six
cylinders shall be obtained for testing on the 7 14 and 28 day. Testing to be provided
by contractor, at the sole expense of the contractor, through a City approved
laboratory Pavement may be placed in service if a strength of 3000 PSI is obtained on the
7 or 14 day breaks. If a strength of 3600 PSI is reached on the 7 or 14 day breaks, then no
additional test will be required. If the 28 -day break does not obtain 3600 PSI the pavement
shall be removed and replaced at the contractor's expense.
Page 1 of 8
CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELL,TExAS 75019
REINFORCED CONCRETE PAVEMENT REPAIRS
7. Construction joints shall be per the City of Coppell Standard Specifications with silicon
sealer at all joints as well as replacement redwood at transverse expansion joints. If no
longitudinal joint is existing on the existing paving, a longitudinal joint will still be required
on the new sections of full width paving.
8. Any buttons, striping or other traffic control device removed during construction shall be
replaced to match pre- existing conditions.
9. A comprehensive traffic control plan is to be submitted for all job sites that is consistent with
the TMUTCD for Engineering review. Implementation of the traffic control plan and all
traffic control devices necessary for a safe work environment shall be provided at the sole
expense of the contractor. No streets will be allowed full closure without a thorough review
by the City of Coppell. In general, it should be assumed that the City will not allow full
street closures. If a full closure is approved by the City, then at his own cost, the contractor
will be required to use a high early strength concrete mix design that will allow traffic back
on the road within 24 hours.
10. A 24 -month maintenance bond at 50% of total value, on a form provided by the City, will be
provided by the successful bidder.
11. Reference the City of Coppell Standard Construction Details and Subdivision Ordinance for
further clarification.
12. All irrigation systems damaged will be repaired to as good or better by the contractor and to
the satisfaction of the property owner. It is the contractor's responsibility to obtain utility
locations. Any damage to existing utilities will be the sole responsibility of the contractor.
Contractor will be responsible for backfilling behind the curb, where curb has been removed
and replaced, and sodding the disturbed area with like turf.
13. It will be the responsibility of the contractor to provide written notification to affected
residents in the vicinity of the repair prior to the beginning of work. Information to be
included will be beginning and end dates of project, road closure information - either total or
partial, and contact number(s).
14. All items necessary to complete the work including but not limited to testing, pavement
markings, traffic control plan, repair of irrigation systems, sodding, etc. are subsidiary to the
price bid.
15. All the work contained in this contract lies within the city limits of the City of Coppell, Texas
and shall be constructed according to the City of Coppell approved construction standards
and specifications and the Standard Specifications for Public Works Construction, Fourth
Addition and any amendments as adopted by the North Central Texas Council of
Governments.
Page 2 of 8
CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORCED CONCRETE PAVEMENT REPAIRS
16. LABOR CLASSIFICATION AND MINIMUM WAGE SCALE
The City of Coppell is the contracting agency for this construction project. The following
statute requires any contracting agency to specify the generally prevailing rate of wages in
contracts that are bid.
Vernon's Texas Civil Statutes - Article 5159a:
"Construction of Public Works in State
and Municipal or Political Subdivisions;
Prevailing Wage Rate to be maintained."
Pursuant to the requirements of this statute, the City of Coppell, has ascertained the following
rates of wages are paid to various classifications of workers in the locality of this project.
Not less than the following hourly rates shall be paid for the various classifications of work
required by this project. Workers in classifications where rates are not identified shall be
paid not less than the general prevailing rate of "laborer" for the various classifications of
work therein listed.
The hourly rate for legal holiday and overtime work shall be not less than one and one -half (1
& 1/2) times the base hourly rate.
The rates specified are journeyman rates. Apprentices may be used on the project and may
be compensated at a rate determined mutually by the worker and employer, commensurate
with the experience and skill of the worker but not at a rate not less than 60% of the
journeyman's wage as shown. At no time shall a journeyman supervise more than one (1)
apprentice. All apprentices shall be under the direct supervision of a journeyman working as
a crew.
Page 3 of 8
CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORCED CONCRETE PAVEMENT REPAIRS
FY 2006/07
BID SHEET
SECTION I STREET FAILURES
Item
Description
Concrete
Thickness
Bid Price
Per SY
I -1
Remove and Replace
6
Per SY
Base Bid
Street failures
679
list provided
I -2
Remove and Replace
*Per
Additional
Street failures
Additional
Thickness
Inch of
Thickness
* Example: 9" Concrete: Base Bid I -1 + 3 times (bid I -2) = Cost
SECTION II ALLEY FAILURES
Item
Description
Concrete
Bid Price
Thickness
Per SY
II -1
Remove and Replace
679
Alley failures
list provided
SECTION III CURB and GUTTER FAILURES
Item Description
Bid Price
Per LF
III -1 Remove and Replace Curb and Gutter
failures
Measured per Standard Construction Detail
Sheet 2120
Number of Calendar Days to Complete the Work:
Note: All work must be completed by September 30, 2007.
Page 4 of 8
CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORCED CONCRETE PAVEMENT REPAIRS
FY 2006/07
Communications concerning this Bid shall be addressed to the address of BIDDER indicated on the
applicable signature page.
BIDDER understands that the Owner is exempt from State Limited Sales and Use Tax on tangible
personal property to be incorporated into the project. Said taxes are not included in the Contract
Price (see Instructions to Bidders).
The terms used in this Bid which are defined in the General Conditions of the Construction Contract
included as part of the Contract Documents have the meanings assigned to them in the General
Conditions.
The City of Coppell reserves the right to delete any portion of this project or adjust quantities as it
may deem necessary to stay within the City's available funds. Should the City elect to delete any
portion, the contract quantities will be adjusted accordingly.
SUBMITTED ON
Page 5 of 8
CITY OF COPPELL • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
STREET, ALLEY AND CURB REPAIR LIST
STREET REPAIR I IST
1
Ashley/Whispering Hills
30
Street Failure
1
Ashley - alley entrance
25
Street Failure at alley entrance
1
Auburn
11
Street failure behind median
1
1
Belt] ine /Wrangler
Dobecka 117
1
100
Street failure (temp. patch done)
Street failure
1
1
1
Denton Tap / Wynnpage
Exchange /Gateway
Halifax @ Kingston (e. of alley)
30
12
16
Broken -one at entrance to Wynnpage
Street failure tem
( p. patch done)
Major street failure
1
Halifax @ Windham
16
Major street failure
1
Halifax w. of Kingston
16
Major street failure
I
1
1
I
1
1
1
1
1
I
Halifax 452
Magnolia/Charleston
Magnolia/Plantation
Magnolia 217
Meadowglen Cir 200,204, 224
Meadowglen/Parkway
Parkway Bet. Lodge & Parkview
Parkway /Parkview
Royal /Gateview
Sandy Lake (E bnd 100 yds W of
Meadowglen)
16
5
9
50
81
11
3
20
5
2
Street failure tem
( p. patch done)
Street failure (temp. patch done)
Street failure (temp. patch done)
Street failure (temp. patch done)
Street failure
Street failure tem
( p. patch done)
Street failure (temp. patch done)
Street failure westbound In (temp. patch done)
Street failure (temp. patch done)
Street failure
1
Sandy Lake 300'E. of Heartz
134
Major street failure
]
1
1
1
Whispering Hills 201
Whispering Hills 208
Whispering Hills 209
Woodhurst 418
11
15
23
21
Concrete failure ( p. patch done)
(temp.
Concrete failure (temp. patch done)
Concrete failure tem
( p. patch done)
Street failure (needs to be done before curb
work)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Bethel School /Swan
Bethel School /Heartz
Brooks 400
Brooks /Harris Intersection
Copperstone 402
Cozby /Scott
Crestside 1303
Crestside 1333
Glencrest Cir 406
Hartford 464
Hartford 476
Hunters Ridge 401
Lakeshore 1233
Lakeshore 1333
Lodge
Meadowwood 316
Meadowview /Moore
Mockingbird & Cherrybark
Royal
Sandy Lake /Denton SW corner
Shady Dale 145
Southwestem /Freeport
22
54
65
25
26
7
260
62
4
26
20
38
115
507
12
141
48
400
133
3
3
41
Total Square Yards Priority 1's
Street failure tem
( p. patch done)
Street failure (upgraded from Pr. 3 to 2)
Area around manhole
Large pothole in concrete
Street failure
Concrete failure around manholes
663
Street failure
Street failure
Curb & street broken
Street failure
Street failure
Street failure -2 spots near address
Street failure
Street failure
Street failure (Northbound lane)
Curb sinking/broken (also on Sidewalk Lst)
Street failure (W side of Meadowview @
Moore)large pothole (temp patch)
Worn concrete causing skidding
Panels washboarding n. of Gateway
Street & Curb & gutter broken /sinking
Street failure (pothole patched)
Street failure (temp. patch done)
STREET, ALLEY AND CURB REPAIR LIST
2
2
Town Center E./Denton Tap
Willet
13
28
Paver & Street repair
Sinking alley entrance
1
2
Willow Springs 248
1000
Major street failure
1
2
Winding Hollow /Sandy Lake
48
Street failure
1
Cardinal 713 (was a priority #3)
3
3
3
3
3
Bethel School 603
Dove Cir. 716
Meadowglen 220
Mockingbird
Winding Hollow 131
23
4
26
124
42
Total Square Yards Priority 2's
Street cracking/broken at approach
Street & curb broken/sinking
Street & curb broken/sinking
Street failure (btw Hawk & Allen)
Street failure
Clearcreek 402
Glen Lakes 623
3,101
Alley entrance needs extra wide apprch
Sinking/temp rep.
I
1
Glen Lakes 627
Glenwood 137
6
333
Broken/pothole (temp. asphalt patch)
Sinking/broken (temp. patch done)
Total Square Yards Priority 3's
1
219
4
Sinking/broken
I
Highland Meadow 204
33
Sinking/broken (temp. patch done)
Total Square Yards 1, 2 & 3's
Hummingbird Alley exit onto Willet
Lansdowne @ alley entrance to 108
3,983
ALLEY REPAIR L IRT
I
Bethel School 822
56
Ponding
1
Bethel School W. 212
22
Sinking/broken
1
Cambria 446
11
1
Cardinal 713 (was a priority #3)
66
Sinking/broken
I
1
Clearcreek 402
Glen Lakes 623
97
11
Alley entrance needs extra wide apprch
Sinking/temp rep.
I
1
Glen Lakes 627
Glenwood 137
6
333
Broken/pothole (temp. asphalt patch)
Sinking/broken (temp. patch done)
1
Grapevine Creek 1424
4
Sinking/broken
I
Highland Meadow 204
33
Sinking/broken (temp. patch done)
I
1
Hummingbird Alley exit onto Willet
Lansdowne @ alley entrance to 108
11
222
Broken (temp. asphalt patch)
Sinking/broken
1
Lodge 310
44
Sinking/broken at drive approach
1
Lodge 314
22
Major failure needs replacement
I
Long Meadow 109
2
Broken
1
Meadow Run 211
44
Broken
1
Newport 171
33
Broken (temp. asphalt patch)
1
1
Pepperwood 350
Phillips 454
67
33
Broken at entry
Broken @ dr approach &exit onto Thompson
1
Phillips 620
3
Broken/pothole
1
I
1
Phillips 624 -632
Phillips 660
Pinyon 253
222
6
8
Broken /pothole (temp. asphalt patch)
Broken (temp. asphalt patch)
Sinking/broken
1
Pinyon 261
7
Broken /sinking in two parts
1
QuietValley 303
56
Broken (temp. asphalt patch)
1
Redeedar Way 919
40
Broken (potholes )atched)
1
Robin 753
44
Broken
Sinking /broken
Sinking/broken
1
1
1
Rolling Brook 1018
Roundrock Cir 1024
Southern Belle 233
42
27
78
Sinking/broken
I
Tealwood @ NW alley entrance
11
Broken (pothole patched)
1
Tealwood 251
44
Broken
1
I
1
1
1
Westwood Ct. 336
Woodhurst @ alley entrance
Woodhurst 323
Woodhurst 332
Wynnpage 110
22
73
33
31
40
Broken /sinking
Sinking/broken
Sinking /broken at entrance
Sinking/broken flum needs replacing
Sinking/broken (temp. g ( p. patch done)
STREET, ALLEY AND CURB REPAIR LIST
CURB REPAIR LIST
1 Cypress Ct 901 9 Curb broken
1 Havencrest 627 6 Curb broken
1
Lodge at Parkway
Total Square Yards Prlorlt 1's 1,904
2
2
2
Bluejay 913
Cambria 403
Cambria 431
67
3
6
Sinking/broken
Broken /sinking
Broken
Curb sinking/broken
1
2
2
Carriage Ct. 204 *Size changed per K.0
Carrington & Newport
11
-2-
Sinking/broken flum needs replacing
Sinking/broken
Woodhurst 418
2
Creek Crossing 1041
7
Broken
20
2
Glen Lakes 659 -663
22
Sinking /broken
Curb & gutter broken/sinking
2
Glendale 165
11
Broken (pothole)
2
Grace 573
21
Broken
2
MacArthur N. 205
2
Broken (temp. asphalt patch)
2
Mallard 846 -902
4
Broken - failure
2
Meadowood 304
6
Sinking/broken
2
Moore N. 344
44
Sinking/broken
2
Raintree Cir 523
13
Sinking
2
2
Robin 745
Simmons 232
20
27
Sinking /broken (temp. patch done)
Ponding
2
Tara Ct. 202
3
Sinking
2
Tara Ct. 203
2
Broken
2
2
Willow Springs 433
Wynnpage 138
58
33
Broken /sinking (temp. repair done)
Sinking /cracked
3
Alendale 730
60
Total Square Yards Priorit 2's
Ponding /cracking
378
3
Carriage Ct. 200
90
Sinking
3
Villawood Ln 700
9
Broken (temp. asphalt patch)
3
Wynnpage 131
33
Cracked
Total Square Yards Priority 3's
192
Total Square Yards 1, 2 & 3's
2,474
CURB REPAIR LIST
1 Cypress Ct 901 9 Curb broken
1 Havencrest 627 6 Curb broken
1
Lodge at Parkway
16
Curb broken at subdivision entrance
1
Meadowglen /Parkway
5
Curb sinking/broken
1
Winding Hollow 130
12
Curb & gutter broken /sinking
1
Woodhurst 418
12
Curb broken
2
Branchwood 141
20
Curb sinkingibroken
2
Parkview PI 432
9
Curb & gutter broken/sinking
2
Sugarberry 824
8
Curb sinking
Total Linear Feet Prioritv
1's & 2's 1 97