MA FY 01/02-SP020423REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
SPECIFICATIONS FOR
REINFORCED CONCRETE PAVEMENT REPAIRS
1. 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.
3. 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 24" 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.
6. Concrete shall consist of Type I cement at a rate of 6 sacks per CY and a compressive
strength of 3500 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 contract at the sole
expense of the contractor, through a City app roved laborato . Pavement may be placed
in service if a strength of 3000 PSI is obtained on the 7 o 14 da y breaks. If a strength of
3500 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 3500 PSI the pavement shall be removed and replaced at the
contractor's expense.
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.
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
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 for full closure without a thorough
review by the City of Coppell.
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 are 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, Third
Addition and any amendments as adopted by the North Central Texas Council of
Governments.
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."
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
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.
NOTE:
The following repair lists are based on complaints and are for bidding purposes only.
The locations and quantities may change based on current conditions.
CITY OF COPPELL •PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT Y 2001 S
BID SHEET
Q- 030201
SECTION I MAJOR STREET FAILURES
oncrete
ji
AP Z&
Square Yards
1.
Description
200 Block Bethel School Rd.
799
530
6 »
75
2.
659 Glenlakes
6 »
71
3.
115 Heartz Rd.
6 »
64
4.
Homewood @ Moore
5.
Royal @ Northpoint (north bound)
g +9
107
6.
Royal @ Northpoint (south bound)
g +9
139
7.
601 Royal (south of Creekview)
g "
200
g»
175
8.
675 Royal
6 ,9
108
9.
500 Shadowcrest
10.
Shadowcrest @ Sandy Knoll
6 „
50
6 ,9
68
11.
204 Whispering Hills
6 ++
135
12.
228 Whispering Hills
V
57
13.
130 Winding Hollow
6 9,
67
14.
Woodhurst @ Heartz
6 17
24
15.
124 Landsdown
16.
Woodhurst @ Willow Springs
6 99
50
TOTAL SQUARE YARDS
1,920
Item Description Quantity Bid Price
Concrete
Total Bid
Price
Per SY
Thickness
+,4St reet ve and Replace 530 SY 7,9
failures as listed
ve and Replace 969 SY 69,
failures as listed
I Remove and Replace p 621 SY 911
5-8 Street failures as listed
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
TOTAL LINEAR FEET 138
Item
BID SHEET
Quantity
Bid Price
Q- 030201
SECTION II MAJOR CURB FAILURES
Description
i,inear
Feet
1.
206 Barclay
13
2.
210 Barclay
14
3.
252 Heatherglen
7.5
4.
Homewood & Moore
43
5.
1016 Round Rock
5
6.
429 Shadowcrest
8
7.
236 Willow Springs
7
8.
343 Willow Springs
6
9.
231 Woodhurst
7
10.
208 Greenwood
6
11.
Heartz Road @ Library
4
12.
134 Sandy Oak Ln.
9
13.
605 Beacon Hill
3
14.
277 MacArthur Blvd. (south bound)
5
15.
978 Village Pkwy.
.5
TOTAL LINEAR FEET 138
Item
Description
Quantity
Bid Price
Total Bid
Price
Per LF
II
Remove and Replace
138 LF
1 -15
Curb failures as listed
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
BID SHEET
Q- 030201
SECTION III MAJOR ALLEY FAILURES
Note: All alleys are 6" thickness
1.
405 -409 Shadowcrest
200
*406 -410 Woodhurst
2.
490 Clear Creek
410
*450 Sandy Knoll
3.
233 Simmons
200
*105 Dobecka
4.
219 Barclay
75
*218 Pinyon
5.
462 -478 Clear Creek
312
*135 Castleberry Ct.
6.
139 -147 Glenwood
235
7.
100 -120 Mockingbird
435
*101 -105 Hill
*800 Sugarberry
8.
100 -120 Simmons
370
*236 -256 Simmons
9.
257 Simmons
140
*301 Sandy Lake
10.
602 Raven
47
11.
437 -445 Shadowcrest
120
*438 -446 Woodhurst
12.
505 -529 Shadowcrest
475
*502 -526 Woodhurst
13.
510 -518 Shadowcrest
800
*151 -183 Highland Meadow
*401 -429 Sandy Knoll
14.
522 -530 Shadowcrest
325
*212 -216 Highland Meadow
* Indicates alley failure adjacent to another address
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEYAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
SECTION III ALLEY FAILURES
Sauare Yards
Description /Alley in General Area of:
15.
542 -546 Shadowcrest
230
16.
148 -172 Highland Meadow
670
*180 -200 Highland Meadow
23.
*133 -149 Holly
650
17.
135 -147 Highland Meadow
420
*436 -449 Sandy Knoll
18.
900 Tupelo
40
24.
*903 Lenten Ct.
70
19. 277 MacArthur 20
*272 Aspenway
20. 301 MacArthur 30
*300 Aspenway
21. 337 -400 MacArthur 90
22.
515 -535 Woodhurst
665
*469 Woodway
*456 -500 Greenridge
23.
252 -304 Willow Springs
650
*165 Simmons
*166 London Way
*253 -257 Westbury
24.
303 Willow Springs
70
*302 Willow Springs Ct.
25.
327 -331 Willow Springs
225
*326 -330 Willow Springs Ct.
26. 336 Willow Springs 875
*189 -217 Simmons
*402 -434 Clear Creek
27. 430 -442 Willow Springs 590
*407 -459 Clear Creek
28. 446 -450 Willow Springs 225
*467 -475 Clear Creek
* Indicates alley failure adjacent to another address
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
SECTION III ALLEY FAILURES
Sauare Yards
Description/Alley in General Area of:
29.
457 -600 Phillips
360
Bid Price
*600 -604 Phillips
Total Bid
30.
320 -328 Willow Ridge
260
Per SY
*177 -185 Simmons
Price
31.
454 Clear Creek
70
*122 Dobecka
32.
131 Winding Hollow
45
*140 Bricknell
33.
251 Winding Hollow
80
*602 Winding Hollow Ct.
34.
604 Alder Ct.
50
*100 Tanbark
TOTAL SQUARE YARDS 9
Item
Description
Quantity
Bid Price
Concrete
Total Bid
Per SY
Thickness
Price
111 1-34
Remove and Replace
9,809 SY
6
Alley failures as listed
* Indicates alley failure adjacent to another address
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELL,TEXAS 75019
REINFORED CONCRETE PAVEMENT REPAIRS
FY 2001/02
BID SUMMARY
Item
Description
Quantity
Bid Price
Concrete
Total Bid
Thickness
Price
I
Remove and Replace
530 SY
7"
1
Street failures as listed
I
Remove and Replace
969 SY
6
2 -4
Street failures as listed
9 -16
I
Remove and Replace
621 SY
9
5 -8
Street failures as listed
II
Remove and Replace
138 LF
N/A
1 -15
Curb failures as listed
III
Remove and Replace
9 SY
6"
1 -34
Alley failures as listed
NUMBER OF CALENDAR DAYS TO COMPLETE THE WORK
* Note: All work must be completed by September 30, 2002.
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
CITY OF COPPELL • PURCHASING DEPARTMENT • 255 PARKWAY BOULEVARD • COPPELLJEXAS 75019