R2020-256 2020-11-23RESOLUTION NO. R2020m256
A Resolution of the City Council of the City of Pearland, Texas, renewing a
unit supply contract for Sanitary Sewer/Waterline on -call repair and
maintenance services to Texas Pride Utilities, LLC, in the estimated amount
of $120,000.00, for the period of November 30, 2020 through November 29,
2021.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That the City previously awarded a bid for Sanitary Sewer/Waterline
repair and maintenance services.
Section 2. That the City Council hereby renews a bid with Texas Pride Utilities, LLC,
in the unit price amounts reflected in Exhibit "A" attached hereto.
Section 3. The City Manager or his designee is hereby authorized to execute a
supply contract for Sanitary Sewer/Waterline on call repair and maintenance services.
PASSED, APPROVED and ADOPTED this the 23rd day of November, A.D., 2020.
ATT
CRYvTAL ROAN, TRMC, CMC
CITY SECRETARY
DARRIN M. COKER
CITY ATTORNEY
:EVIN COLE
YOR
QEARIq�yo
OF, .�
mom•
woo
: cn:
o Fu c1� f111d
3519 Liberty Drive
Pearland, TX 77581
Gor ereod SloirAum Gomrrcoid
I his Contract (Contract) is made between the City of Pearland, Texas (City), and Contractor.
The City and Contractor agree to the terms and conditions of this Contract, which consists of the
following parts:
I. Summary of Contract Terms
II. Signatures
III. Standard Contractual Provisions
IV. Special Terms and Conditions
V. Additional Contract Attachments
Contractor: Texas Pride Utilities, LLC
725 Carby Rd
I-louston, TX 77037
Description of Services: Contractor will provide Water and Sanitary Sewer On -Call Repair and
Extended Services, as needed, per the specifications of bid #0819-
61.
Contract Type: Unit Price Contract, Estimated at $120,000.
Effective Date: 11 /30/2020
Termination Date: 11/29/2021
Renewal: One renewal option remaining, upon the mutual agreement of both
parties.
�[I, �i�r�a��be�e @y signing below, the parties agree to the terms of fihis Contract:
rTIV
� Oov. G'�r��PL14�1®: cC,OoV�Ti G�cC uOG3: �eka`7��►C��`,1�tiesr (��
Dlgi aI.Y a 9ned by 1 hn a.',ccarcar
John Meearter DNen-lohnhr<carter,o_aVol 12/3/2020
Pearland, ou=Finance.
mail=jmccanerFp arlandcv_gov, c=t15
D3te: 2020.120313d9:11-06'00'
Assistant Finance Director Date Title: uerra C4 VIA
Date:
Signed by: Dafie:"
_City Manager '
'Assistant City Manager
_ Director
— Program Manager
Contract Signature Authority: Program Manager-$5,999 or less
Director - $6,000 to $30,000
City Manager/Assistant City Managers - $30,001 to $50,000
City Council Resolution - $50,000+
•. ! • r f •,
A. Definitions.
Contracf means this Standard Services Contract.
Services means the services for which the City solicited bids or received proposals as
described in Exhibit A, attached hereto.
B. Services and Payment. Contractor will furnish Services to the City in accordance with the
terms and conditions specified in this Contract. Contractor will bill the City for the Services
provided at intervals of at least 30 days, except for the final billing. The City shall pay Contractor
for the Services in accordance with the terms of this Contract, but all payments to be made by
the City to Contractor, including the time of payment and the payment of interest on overdue
amounts, are subject to the applicable provisions of Chapter 2251 of the Government Code,
C. Termination Provisions.
(1) City Terminafion for Convenience. Under this paragraph, the City may terminate
this Contract during its term at any time for the City's own convenience where the
Contractor is not in default by giving written notice to Contractor. If the City terminates
this Contract under this paragraph, the City will pay the Contractor for all services
rendered in accordance with this Contract to the date of termination.
(2) Termination for Default. Either party to this Contract may terminate this Contract as
provided in this paragraph if the other party fails to comply with its terms. The party
alleging the default will give the other party notice of the default in writing citing the
terms of the Contract that have been breached and what action the defaulting party
must take to cure the default. If the party in default fails to cure the default as specified
in the notice, the party giving the notice of default may terminate this Contract by written
notice to the other party, specifying the date of termination. Termination of this Contract
under this paragraph does not affect the right of either party to seek remedies for
breach of the Contract as allowed by law, including any damages or costs suffered by
either party.
(3) Multi -Year Contracts and Funding. If this Contract extends beyond the City's fiscal
year in which it becomes effective or provides for the City to make any payment during
any of the City's fiscal years following the City's fiscal year in which this Contract
becomes effective and the City fails to appropriate funds to make any required Contract
payment for that successive fiscal year and there are no funds from the City's sale of
debt instruments to make the required payment, then this Contract automatically
terminates at the beginning of the first day of the City's successive fiscal year of the
Contract for which the City has not appropriated funds or otherwise provided for funds
to make a required payment under the Contract.
D. Liability and Indemnity. Any provision of any attached contract document that limits the
Contractor's liability to the City or releases the Contractor from liability to the City for actual or
compensatory damages, loss, or costs arising from the performance of this Contract or that
provides for contractual indemnity by one party to the other party to this Contract is not
applicable or effective under this Contract. Except where an Additional Contract Document
provided by the City provides otherwise, each party to this Contract is responsible for defending
against and liable for paying any claim, suit, or judgment for damages, loss, or costs arising
from that party's negligent acts or omissions in the performance of this Contract in accordance
with applicable law. This provision does not affect the right of either party to this Contract who is
Page 2 of 12
sued by a third party for acts or omissions arising from this Contract to bring in the other party to
this Contract as a third -party defendant as allowed by law.
E. Assignment, The Contractor shall not assign this Contract without the prior written consent
of the City.
F. Law Governing and Venue. This Contract is governed by the law of the State of Texas and
a lawsuit may only be prosecuted on this Contract in a court of competent jurisdiction located in
or having jurisdiction in Brazona County, Texas.
G. Entire Contract. This Contract represents the entire Contract between the City and the
Contractor and supersedes all prior negotiations, representations, or contracts, either written or
oral. This Contract may be amended only by written instrument signed by both parties.
H. Independent Contractor. Contractor shall perform the work under this Contract as an
independent contractor and not as an employee of the City. The City has no right to supervise,
direct, or control the Contractor or Contractor's officers or employees in the means, methods, or
details of the work to be performed by Contractor under this Contract. The City and Contractor
agree that the work performed under this Contract is not inherently dangerous, that Contractor
will perform the work in a workmanlike manner, and that Contractor will take proper care and
precautions to insure the safety of Contractor's officers and employees.
I. Dispute Resolution Procedures. The Contractor and City desire an expeditious means to
resolve any disputes that may arise between them regarding this Contract. If either party
disputes any matter relating to this Contract, the parties agree to try in good faith, before
bringing any legal action, to settle the dispute by submitting the matter to mediation before a
third party who will be selected by agreement of the parties. The parties will each pay one-half
of the mediator's fees.
J. Attorneys Fees. Should either party to this Contract bring suit against the other party for
breach of contract or for any other cause relating to this Contract, neither party will seek or be
entitled to an award of attorney's fees or other costs relating to the suit.
K. Severability. If a court finds or rules that any part of this Contract is invalid or unlawful, the
remainder of the Contract continues to be binding on the parties.
V. Additional Contract I)ocurnents. The following specified documents attached to this Contract are
part of this Contract, except as follows: any provision contained in any of the Contractor's Additional
Contract Documents specified below that conflicts with a Contract provision not included in the
Contractor's Additional Contract Documents, does not apply to this Contract.
A. Contractor's Additional Contract Documents:
1. The contractor's response to bid # 0719-57 shall be construed as additional contract
documents.
2. Executed Contractor Insurance Requirements & Agreement (required insurance
certificate[s] shall be in possession of City at actual commencement of work).
B. City's Additional Contract Documents:
1. Scope of Services as listed on the attached.
Page 3 of 12
Scope of services shall consist of the contractor providing Water and Sanitary Sewer On -Call Repair
and Extended Services, as needed, per the specifications of bid #081 M, for the City of Pearland.
Pricing is as follows per contractor's response to the same, and as listed below.
Work will be assigned based on Task Orders and each Task Order must be completed within the
number of calendar days stated therein.
Texas
Pride
Utilities,
Est.
Line Description UOM Qty
1 EXTENDED SERVICES 1
LLV
t Cost
7$I5j200E02o02]0
1.1
MOBILIZATION MAX 3% 0-4 hours
EA
5
1.2
DEMOBILIZATION / REMOBILIZATION
EA
10
$200.00
TRAFFIC CONTROL - TYPICAL ONE LANE CLOSURE,
1.3
COMPLETE IN PLACE
DAY
15
$1,000800
TRAFFIC CONTROL - TYPICAL TWO LANE CLOSURE,
IA
COMPLETE IN PLACE
DAY
15
$50.00
TRAFFIC CONTROL - TYPICAL ONE LANE CLOSURE,
1.5
COMPLETE IN PLACE - MAJOR THOUROUGHFARE
DAY
5
$100.00
TRAFFIC CONTROL - TYPICAL TWO LANE CLOSURE,
1.6
COMPLETE IN PLACE - MAJOR THOUROUGHFARE
DAY
5
$100800
1.7
TYPE III BARRICADE
DAY
4
$100.00
1.8
ADVANCED WARNING /DETOUR SIGNS
DAY
10
$120.00
1.9
FLASHING ARROW BOARD
DAY
10
$500.00
1.10
UNIFORMED PEACE OFFICER
HR
500
$40.00
1.11
FLAGMEN
HR
500
$16.00
TRENCH SAFETY FOR EXCAVATIONS UP TO 8 FT OF
1.12
COVER
LF
2000
$2.00
TRENCH SAFETY FOR EXCAVATIONS 8 FT TO 14 FT OF
1.13
COVER
LF
500
$5.00
TRENCH SAFETY FOR EXCAVATIONS 14 FT TO 20 FT OF
1.14
COVER
LF
300
$10.00
TRENCH SAFETY FOR EXCAVATIONS 20 FT TO 30 FT OF
1.15
COVER
LF
300
$15.00
GROUND WATER CONTROL FOR OPEN -CUT
1.16
CONSTRUCTION 0-15 FT OF COVER
LF
2000
$2.00
GROUND WATER CONTROL FOR OPEN -CUT
1.17
CONSTRUCTION GREATER THAN 15 FT OF COVER
LF
500
$25.00
1.18
CRITICAL LOCATE - VACUUM EXCAVATION
DAY
3
$21000.00
REMOVAL AND REPLACEMENT OF 4-1/2 INCH CONCRETE
1A9
SIDEWALK INCL. REINFOREMENT
SY
10
$200.00
REMOVAL AND REPLACEMENT OF 6 INCH CONCRETE
1.20
DRIVEWAY INCL. REINFOREMENT
SY
25
$200.00
REMOVAL AND REPLACEMENT OF 8 INCH CONCRETE
1.21
PAVEMENT INCL. REINFOREMENT
SY
100
$110000
REMOVE AND REPLACEMENT OF CONCRETE CURB AND
1.22
GUTTER
LF
20
$40.00
Page 4 of 12
REMOVE AND REPLACE UP TO 2 INCH HOT -MIX
1.23
ASPHALTIC CONCRETE TYPE D, INCLUDING TACK COAT
SY
100
$40.00
REMOVAL AND REPLACEMENT OF SEMI RIGID BASE (OR
1.24
APPROVED ALTERNATIVE)SY
100
$20.00
6-INCH THICK RECYCLED CRUSHED CONCRETE FOR
1.25
TEMPORARY DRIVEWAYS AND ROAD SHOULDERS
SY
100
$20.00
ADJUST /RESET MANHOLE WITH NEW FRAME AND
1.26
COVER, UP TO ONE FOOT
EA
5
$300.00
ADJUST /RESET MANHOLE WITH EXISTING FRAME AND
1.27
COVER, UP TO ONE FOOT
EA
5
$300.00
1.28
ADJUST /RESET MANHOLE EXCESS OVER ONE FOOT
VF
5
$200.00
REMOVAL AND PLACEMENT OF GRANULAR BACKFILL
MATERIAL (3/4 INCH CRUSHED LIMESTONE OR OTHER
1.29
APPROVED EQUAL)
CY
100
$5.00
REMOVE AND DISPOSE OF MISCELLANEOUS CONCRETE,
1.30
BRICK, AND/OR MASONRY
CY
50
$10.00
REMOVE AND REPLACE OR INSTALL NEW STD MANHOLE,
UP TO 8 FT DEPTH, WITH ALL JOINTS AND CONNECTIONS
1.31
PRECAST
EA
3
$81000.00
EXTRA DEPTH FOR NEW OR REPLACEMENT STD
1.32
MANHOLE, OVER 8 FT DEPTH
VF
10
$800.00
REMOVE AND REPLACE OR INSTALL NEW STD MANHOLE,
1.33
UP TO 8 FT DEPTH
EA
3
$2,000.00
REMOVE AND REPLACE OR INSTALL NEW WATERTIGHT
1.34
MANHOLE
EA
2
$41000.00
INSTALL SHALLOW MANHOLE, LESS THAN 5 FOOT
1.35
DEPTH, WITH ALL JOINTS & CONNECTIONS
EA
3
$2,000.00
SANITARY SEWER CLEANOUT PER STANDARD
1.36
CLEANOUT DETAIL ON SERVICE LATERAL
EA
20
$400.00
SANITARY SERVICE RECONNECTION, INCLUDING STACK,
COMPLETE ALL SIZES ALL DEPTHS FOR STANDARD
1.37
LOCATIONS
EA
50
$300.00
SANITARY SERVICE RECONNECTION, INCLUDING STACK,
COMPLETE ALL SIZES ALL DEPTHS FOR LOCATIONS
REQUIRING SPECIAL HAND EXCAVATION AS APPROVED
1.38
BY INSPECTOR
EA
100
$400.00
SANITARY SERVICE CONNECTION BY REMOTE,
1.39
COMPLETE ALL SIZES ALL DEPTHS AS APPROVED
EA
75
$50.00
REMOVE EXISTING SANITARY SEWER SERVICE STUBS
1.40
AND REPLACE WITH 6-INCH STUBS
EA
5
$400.00
1.41
REMOVE AND DISPOSE OF 6-INCH SANITARY SEWER
LF
50
$5.00
1.42
REMOVE AND DISPOSE OF 8-INCH SANITARY SEWER
LF
50
$7.00
1.43
REMOVE AND DISPOSE OF 12-INCH SANITARY SEWER
LF
50
$10.00
6-INCH DIAMETER SANITARY SEWER, BY OPEN CUT -
1.44
PRESSURE RATED
LF
100
$100.00
8-INCH DIAMETER SANITARY SEWER, BY OPEN CUT
1.45
PRESSURE RATED
LF
100
$100.00
12-INCH DIAMETER SANITARY SEWER, BY OPEN CUT
1.46
PRESSURE RATED
LF
100
$100000
CLEANING AND TELEVISION INSPECTION OF EXISTING
1.47
SANITARY SEWER, ALL SIZES, ALL DEPTHS
LF
500
$10.00
1.48
ABADONMENT GROUTING OF &INCH SANITARY SEWER
LF
50
$10.00
Page 5 of 12
1.49
ABADONMENT GROUTING OF 8-INCH SANITARY SEWER
LF
50
$11.00
1.50
ABADONMENT GROUTING OF 12-INCH SANITARY SEWER
LF
50
$13.00
STATIC/PNEUMATIC PIPE BURSTING 6 INCH - 8 INCH
SEWER TO 8,625 INCH OD , SDR 19, COMPLETE IN PLACE
(INCL. ALL ENTRY/INTERIM/EXIT PITS CEMENT
1.51
STABILIZED SAND BACKFIL AND LANDSCAPING)
LF
50
$38.00
SECTIONAL PIPE BURSTING 6 INCH - 8 INCH SEWER TO
8.625 INCH OD, SDR 19, COMPLETE IN PLACE (INCL. ALL
ENTRY/INTERIM/EXIT PITS CEMENT STABILIZED SAND
1.52
BACKFIL AND LANDSCAPING)
LF
100
$38.00
CUT OR REMOVE EXISTING LINERS FROM HOST PIPE,
1.53
ALL SIZES, ALL DEPTHS
LF
250
$7.00
REHABILITATION OF MANHOLE BY 1 INCH THICK
CONCRETE LINER - APPROVED MIX DESIGN (INCLUDING
1.54
BENCH WORK)VF
250
$250.00
REHABILITATION OF MANHOLE BENCHES AND INVERTS -
1.55
ONLY WHEN CONSTRUCTED WITHOUT WALL LINING
EA
5
$400.00
MANHOLE WALL LINER FOR 4 FT DIAMETER MANHOLE, 1-
1.56
8 FT DEEP, SEW PER COAT, INCLUDING RISERS
EA
75
$300.00
MANHOLE WALL LINER FOR 4 FT DIAMETER MANHOLE
1.57
EXTRA DEPTH, SEW PER COAT, INCLUDING RISERS
VF
200
$115000
REMOVE & DISPOSE OF FULL THICKNESS OF MANHOLE
LINER, PLACE NEW WALL LINER, SEW PER COAT FOR
1.58
MANHOLE WITH FORCEMAIN
LS
1
$21000.00
1.59
FLUSH EXISTING WATER LINE
LF
50
$50,00
REMOVE AND DISPOSE OF SMALL DIAMETER WATER
1.60
LINE 20-INCH AND SMALLER
LF
50
$5.00
REMOVE AND DISPOSE OF SMALL DIAMETER ASBESTOS
1.61
CEMENT WATER LINE 20-INCH AND SMALLER
LF
50
$20.00
REMOVE AND DISPOSE OF EXISTING 24 INCH - 30 INCH
1.62
WATER LINE
LF
50
$30.00
1.63
6 INCH - 8 INCH WATER LINE, OPEN CUT
LF
50
$100.00
1.64
12 INCH - 16 INCH WATER LINE, OPEN CUT
LF
50
$120.00
1.65
20 INCH WATER LINE, OPEN CUT
LF
50
$160.00
6 INCH - 8 INCH RESTRAINED JOINT WATER LINE, OPEN
1.66
CUT
LF
50
$100900
12 INCH - 16 INCH RESTRAINED JOINT WATER LINE, OPEN
1.67
CUT
LF
50
$120.00
1.68
20 INCH RESTRAINED JOINT WATER LINE, OPEN CUT
LF
50
$160.00
6 INCH - 8 INCH RESTRAINED JOINT WATER LINE,
1.69
AUGURED
LF
50
$100000
12 INCH - 16 INCH RESTRAINED JOINT WATER LINE,
1.70
AUGURED
LF
50
$140.00
1.71
20 INCH RESTRAINED JOINT WATER LINE, AUGURED
LF
50
$180000
1.72
8 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$110.00
1.73
12 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$120.00
1.74
16 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$180.00
1,75
20 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$240.00
6 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
1.76
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$3,000.00
Page 6 of 12
8 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
1.77
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$41200.00
12 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
1.78
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$4,400.00
16 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
:EAJ::2
1.79
OR EXISTING DIP, PVC OR Cl PIPE
$6,000.00
20 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
1.80
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$8,400.00
6 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
1.81
PVC OR Cl PIPE
EA
2
$600.00
8 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
1.82
PVC OR Cl PIPE
EA
2
$800.00
12 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
1.83
PVC OR Cl PIPE
EA
2
$11000.00
16 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
1.84
PVC OR Cl PIPE
EA
2
$21200.00
20 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
1.85
PVC OR Cl PIPE
EA
2
$3,400.00
1.86
.6 INCH CUT, PLUG & ABANDON
EA
1
$500.00
1.87
8 INCH CUT, PLUG & ABANDON
EA
1
$500.00
1.88 .
12 INCH CUT, PLUG & ABANDON
EA
1
$800.00
1.89
16 INCH CUT, PLUG & ABANDON
EA
1
$21000.00
1.90
20 INCH CUT, PLUG & ABANDON
EA
1
$4,000.00
1.91
6 INCH WET CONNECTION
EA
1
$800.00
1.92
8 INCH WET CONNECTION
EA
1
$1,000.00
1.93
12 INCH WET CONNECTION
EA
1
$11400.00
1.94
16 INCH WET CONNECTION
EA
1
$21400.00
1.95
20 INCH WET CONNECTION
EA
1
$4,400.00
DISINFECTION AND PREPARATION OF EXISTING SMALL
1.96
DIAMETER WATER LINE
LF
50
$40.00
PROCURE UP TO 50 LINEAR FEET OF 24 INCH WATER
1.97
LINE
LF
50
$65.00
PROCURE UP TO 50 LINEAR FEET OF 30 INCH WATER
1.98
LINE
LF
50
$80.00
INSTALL 24 INCH TO 30 INCH WATER LINE, UP TO 50 FEET
1.99
IN LENGTH,
LF
150
$120.00
RESTRAINED JOINT MJ CLAMP OR LEAK REPAIR CLAMP
1.100
ON NEW OR EXISTING 24 INCH DIP OR Cl OR PCCP PIPE
EA
1
$100000800
RESTRAINED JOINT MJ CLAMP OR LEAK REPAIR CLAMP
1.101
ON NEW OR EXISTING 30 INCH DIP OR Cl OR PCCP PIPE
EA
1
$161000.00
1.102
12 INCH GATE VALVE
EA
1
$4,000.00
1.103
16 INCH GATE VALVE
EA
1
$10,000.00
1.104
20 INCH GATE VALVE
EA
1
$161000.00
1.105
PROCURE 24 INCH GATE VALVE
EA
1
$20,000.00
1.106
PROCURE 30 INCH GATE VALVE
EA
1
$24,000.00
1A07
INSTALL 24 INCH TO 30 INCH GATE VALVE
EA
1
01000000
REMOVE AND REPLACE GATE ACTUATOR, 24 INCH TO 30
r$49000s00
1.108
INCH
EA
1
Page 7 of 12
AIR VALVE (COMBINATION, AINR, OR SIMILAR), 4 INCH
1.109
AND SMALLER
EA
5
$3,400.00
AIR VALVE (COMBINATION, AINR, OR SIMILAR), LARGER
1.110
THAN 4 INCH
EA
5
$4,200.00
VENT PIPING FOR AIR VALVE, 4 INCH AND SMALLER, UP
1.111
TO 8 FT HORIZONTAL LENGTH
EA
5
$11000.00
VENT PIPING FOR AIR VALVE, LARGER THAN 4 INCH, UP
1.112
TO 8 FT HORIZONTAL LENGTH
EA
5
$11200.00
1.113
ADDITIONAL HORIZONTAL LENGTH OF VENT PIPING
LF
8
$100.00
1.114
REMOVE EXISTING AIR VALVE, ALL SIZES
EA
5
$500.00
1.115
BOLLARDS
EA
10
$400.00
1.116
SITE RESTORATION HYDRO -MULCH SEEDING
AC
1
$4,500.00
1.117
FILTER FABRIC FENCE
LF
500
$2.00
1.118
REINFORCED FILTER FABRIC
LF
50
$50.00
STABILIZED CONSTRUCTION ROAD, PARKING AREA,
1.119
EXITS AND TRUCK WASHING AREA
SY
150
$30.00
1.120
EXTRA LABOR (UNSKILLED)HR
10
$24.00
1.121
EXTRA HAND EXCAVATION
CY
10
$100800
1.122
EXTRA MACHINE EXCAVATION
CY
10
$7.00
1.123
EXTRA EXCAVATION AROUND OBSTRUCTION
CY
10
$40.00
1.124
BYPASS PUMPING AS NEEDED PER DAY)DAY
1
$5,000.00
2
ON CALL/EMERGENCY REPAIR SERVICES after hours
1
2.1
MOBILIZATION @ MAX 3% 04 hours)EA
5
$5,000.00
2.2
DEMOBILIZATION / REMOBILIZATION
EA
10
$200.00
TRAFFIC CONTROL - TYPICAL ONE LANE CLOSURE,
2.3
COMPLETE IN PLACE
DAY
15
$11000.00
TRAFFIC CONTROL - TYPICAL TWO LANE CLOSURE,
2.4
COMPLETE IN PLACE
DAY
1 15
$50.00
TRAFFIC CONTROL - TYPICAL ONE LANE CLOSURE,
2.5
COMPLETE IN PLACE - MAJOR THOUROUGHFARE
DAY
5
$100.00
TRAFFIC CONTROL - TYPICAL TWO LANE CLOSURE,
2.6
COMPLETE IN PLACE - MAJOR THOUROUGHFARE
DAY
5
$100.00
2.7
TYPE III BARRICADE
DAY
4
$100400
2.8
ADVANCED WARNING /DETOUR SIGNS
DAY 1
10
$120.00
2.9
FLASHING ARROW BOARD
DAY
10
$500.00
2.10
UNIFORMED PEACE OFFICER
HR
500
$40.00
2.11
FLAGMEN
HR
500
$16.00
TRENCH SAFETY FOR EXCAVATIONS UP TO 8 FT OF
2.12
COVER
LF
2000
$2.00
TRENCH SAFETY FOR EXCAVATIONS 8 FT TO 14 FT OF
2013
COVER
LF
500
$5.00
TRENCH SAFETY FOR EXCAVATIONS 14 FT TO 20 FT OF
2.14
COVER
LF
300
$10.00
TRENCH SAFETY FOR EXCAVATIONS 20 FT TO 30 FT OF
2.15
COVER
LF
300
$15.00
GROUND WATER CONTROL FOR OPEN -CUT
2.16
CONSTRUCTION 0-15 FT OF COVER
LF
2000
$2.00
GROUND WATER CONTROL FOR OPEN -CUT
2.17
CONSTRUCTION GREATER THAN 15 FT OF COVER
LF
500
$25.00
2.18
CRITICAL LOCATE - VACUUM EXCAVATION
DAY
3
$21000.00
2A9
2.20
2.21
2.22
2.23
2.24
2.25
2.26
REMOVAL AND REPLACEMENT OF 4-1/2 INCH CONCRETE
SIDEWALK INCL, REINFOREMENT
REMOVAL AND REPLACEMENT OF 6 INCH CONCRETE
DRIVEWAY INCL, REINFOREMENT
REMOVAL AND REPLACEMENT OF 8 INCH CONCRETE
PAVEMENT INCL, REINFOREMENT
REMOVE AND REPLACEMENT OF CONCRETE CURB AND
GUTTER
REMOVE AND REPLACE UP TO 2 INCH NOT -MIX
ASPHALTIC CONCRETE TYPE D, INCLUDING TACK COAT
REMOVAL AND REPLACEMENT OF SEMI RIGID BASE (OR
APPROVED ALTERNATIVE)SY
&INCH THICK RECYCLED CRUSHED CONCRETE FOR
TEMPORARY DRIVEWAYS AND ROAD SHOULDERS
ADJUST /RESET MANHOLE WITH NEW FRAME AND
COVER, UP TO ONE FOOT
SY
SY
SY
LF
SY
SY
EA
10
25
100
20
100
100
100
5
$200.00
$200.00
$110.00
$40.00
$40.00
$20.00
$20.00
$300.00
ADJUST /RESET MANHOLE WITH EXISTING FRAME AND
COVER, UP TO ONE FOOT
EA
5
$300.00
ADJUST /RESET MANHOLE EXCESS OVER ONE FOOT
VF
5
$200.00
r28
REMOVAL AND PLACEMENT OF GRANULAR BACKFILL
MATERIAL (3/4 INCH CRUSHED LIMESTONE OR OTHER
.
APPROVEDEQUAL)CY
100
$5.00
REMOVE AND DISPOSE OF MISCELLANEOUS CONCRETE,
2.30
BRICK, AND/OR MASONRY
CY
50
$10.00
REMOVE AND REPLACE OR INSTALL NEW STD MANHOLE,
UP TO 8 FT DEPTH, WITH ALL JOINTS AND CONNECTIONS
2.31
PRECAST
EA
3
$8,000.00
EXTRA DEPTH FOR NEW OR REPLACEMENT STD
2.32
MANHOLE, OVER 8 FT DEPTH
VF
10
$800.00
REMOVE AND REPLACE OR INSTALL NEW STD MANHOLE,
2.33
UP TO 8 FT DEPTH
EA
3
$21000.00
REMOVE AND REPLACE OR INSTALL NEW WATERTIGHT
2.34
MANHOLE
EA
2
$41000.00
INSTALL SHALLOW MANHOLE, LESS THAN 5 FOOT
2.35
DEPTH, WITH ALL JOINTS & CONNECTIONS
EA
3
$2,000.00
SANITARY SEWER CLEANOUT PER STANDARD
2.36
CLEANOUT DETAIL ON SERVICE LATERAL
EA
20
$400.00
SANITARY SERVICE RECONNECTION, INCLUDING STACK,
COMPLETE ALL SIZES ALL DEPTHS FOR STANDARD
2.37
LOCATIONS
EA
50
$300.00
SANITARY SERVICE RECONNECTION, INCLUDING STACK,
COMPLETE ALL SIZES ALL DEPTHS FOR LOCATIONS
REQUIRING SPECIAL HAND EXCAVATION AS APPROVED
2.38
BY INSPECTOR
EA
100
$400.00
SANITARY SERVICE CONNECTION BY REMOTE,
2.39
COMPLETE ALL SIZES ALL DEPTHS AS APPROVED
EA
75
$50.00
REMOVE EXISTING SANITARY SEWER SERVICE STUBS
2.40
AND REPLACE WITH 6-INCH STUBS
EA
5
$400.00
2.41
REMOVE AND DISPOSE OF 6-INCH SANITARY SEWER
LF
50
$5.00
2.42
REMOVE AND DISPOSE OF &INCH SANITARY SEWER
LF
50
$7.00
2.43
REMOVE AND DISPOSE OF 12-INCH SANITARY SEWER
LF
50
$10.00
Page 9 of 12
6-INCH DIAMETER SANITARY SEWER, BY OPEN CUT -
2.44
PRESSURE RATED
LF
100
$100.00
8-INCH DIAMETER SANITARY SEWER, BY OPEN CUT -
2.45
PRESSURE RATED
LF
100
$100.00
12-INCH DIAMETER SANITARY SEWER, BY OPEN CUT -
2.46
PRESSURE RATED
LF
100
$100800
CLEANING AND TELEVISION INSPECTION OF EXISTING
2.47
SANITARY SEWER, ALL SIZES, ALL DEPTHS
LF
500
$10,00
2.48
ABADONMENT GROUTING OF 6-INCH SANITARY SEWER
LF
50
$10.00
2.49
ABADONMENT GROUTING OF 8-INCH SANITARY SEWER
LF
50
$11.00
2.50
ABADONMENT GROUTING OF 12-INCH SANITARY SEWER
LF
50
$13.00
STATIC/PNEUMATIC PIPE BURSTING 6 INCH - 8 INCH
SEWER TO 8.625 INCH OD , SDR 19, COMPLETE IN PLACE
(INCL. ALL ENTRY/INTERIM/EXIT PITS CEMENT
2.51
STABILIZED SAND BACKFIL AND LANDSCAPING)
LF
50
$38.00
SECTIONAL PIPE BURSTING 6 INCH - 8 INCH SEWER TO
8.625 INCH OD , SDR 19, COMPLETE IN PLACE (INCL. ALL
ENTRY/INTERIM/EXIT PITS CEMENT STABILIZED SAND
2.52
BACKFIL AND LANDSCAPING)LF
100
$38.00
CUT OR REMOVE EXISTING LINERS FROM HOST PIPE,
2.53
ALL SIZES, ALL DEPTHS
LF
250
$7.00
REHABILITATION OF MANHOLE BY 1 INCH THICK
CONCRETE LINER - APPROVED MIX DESIGN (INCLUDING
2.54
BENCH WORK)
VF
250
$2%00
REHABILITATION OF MANHOLE BENCHES AND INVERTS -
2.55
ONLY WHEN CONSTRUCTED WITHOUT WALL LINING
EA
5
$400.00
MANHOLE WALL LINER FOR 4 FT DIAMETER MANHOLE, 1-
2.56
8 FT DEEP, SEW PER COAT, INCLUDING RISERS
EA
75
$300.00
MANHOLE WALL LINER FOR 4 FT DIAMETER MANHOLE
2.57
EXTRA DEPTH, SEW PER COAT, INCLUDING RISERS
VF
200
$115100
REMOVE & DISPOSE OF FULL THICKNESS OF MANHOLE
LINER, PLACE NEW WALL LINER, SEW PER COAT FOR
2.58
MANHOLE WITH FORCEMAIN
LS
1$2,OOOzOO
2.59
FLUSH EXISTING WATER LINE
LF
50
$50.00
REMOVE AND DISPOSE OF SMALL DIAMETER WATER
2.60
LINE 20-INCH AND SMALLER)LF
50
$5.00
REMOVE AND DISPOSE OF SMALL DIAMETER ASBESTOS
2.61
CEMENT WATER LINE 20-INCH AND SMALLER
LF
50
$20.00
REMOVE AND DISPOSE OF EXISTING 24 INCH - 30 INCH
2.62
WATER LINE
LF
50
$30.00
2.63
6 INCH - 8 INCH WATER LINE, OPEN CUT
LF
50
$100.00
2.64
12 INCH - 16 INCH WATER LINE, OPEN CUT
LF
50
$120.00
2.65
20 INCH WATER LINE, OPEN CUT
LF
50
$160.00
6 INCH - 8 INCH RESTRAINED JOINT WATER LINE, OPEN
2.66
CUT
LF
50
$100000
12 INCH - 16 INCH RESTRAINED JOINT WATER LINE, OPEN
2.67
CUT
LF
50
$120.00
2.68
20 INCH RESTRAINED JOINT WATER LINE, OPEN CUT
LF
50
$160.00
6 INCH - 8 INCH RESTRAINED JOINT WATER LINE,
2.69
AUGURED
LF
50
$100000
12 INCH - 16 INCH RESTRAINED JOINT WATER LINE,
2.70
AUGURED
LF
50
$140.00
Page 10 of 12
2071
20 INCH RESTRAINED JOINT WATER LINE, AUGURED LF
50 $180.00
2.72
8 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$110.00
2.73
12 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$120.00
2.74
16 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$180.00
2.75
20 INCH RESTRAINED JOINT WATER LINE, IN CASING
LF
50
$240.00
6 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
2.76
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$3,000.00
8 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
2.77
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$4,200.00
12 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
2.78
OR EXISTING DIP, PVC OR CI PIPE
EA
2
$41400.00
16 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
2.79
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$6,000.00
20 INCH RESTRAINED JOINT MJ CLAMP, BELL JOINT
REPAIR CLAMP, OR FULL CIRCLE REPAIR CLAMP ON NEW
2.80
OR EXISTING DIP, PVC OR Cl PIPE
EA
2
$81400.00
6 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
2.81
PVC OR Cl PIPE
EA
2
$600.00
8 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
2.82
PVC OR Cl PIPE
EA
2
$800.00
12 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
2.83
PVC OR Cl PIPE
EA
2
$11000.00
16 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
2.84
PVC OR Cl PIPE
EA
2
$21200.00
20 INCH BOLTED COUPLING ON NEW OR EXISTING DIP,
2.85
PVC OR Cl PIPE
EA
2
$3,400.00
2.86
6 INCH CUT, PLUG & ABANDON
EA
1
$500.00
2.87
8 INCH CUT, PLUG & ABANDON
EA
1
$500.00
2.88
12 INCH CUT, PLUG & ABANDON
EA
1
$800.00
2.89
16 INCH CUT, PLUG & ABANDON
EA
1
$2,000.00
2.90
20 INCH CUT, PLUG & ABANDON
EA
1
$41000.00
2.91
6 INCH WET CONNECTION
EA
1
$800.00
2.92
8 INCH WET CONNECTION
EA
1
$11000.00
2.93
12 INCH WET CONNECTION
EA
1
$1,400.00
2.94
16 INCH WET CONNECTION
EA
1
$21400.00
2.95
20 INCH WET CONNECTION
EA
1
$4,400.00
DISINFECTION AND PREPARATION OF EXISTING SMALL
2.96
DIAMETER WATER LINE
LF
50
$40.00
PROCURE UP TO 50 LINEAR FEET OF 24 INCH WATER
2.97
LINE
LF
50
$65.00
PROCURE UP TO 50 LINEAR FEET OF 30 INCH WATER
2.98
LINE
LF
50
$80.00
INSTALL 24 INCH TO 30 INCH WATER LINE. UP TO 50 FEET
2.99
IN LENGTH.
LF
150
$120,00
RESTRAINED JOINT MJ CLAMP OR LEAK REPAIR CLAMP
2.100
ON NEW OR EXISTING 24 INCH DIP OR CI OR PCCP PIPE
EA
1
$10,000300
RESTRAINED JOINT MJ CLAMP OR LEAK REPAIR CLAMP
2.101
ON NEW OR EXISTING 30 INCH DIP OR Cl OR PCCP PIPE
EA
1
$16,000.00
Page 11 of 12
2.102
12 INCH GATE VALVE
EA
1
$41000.00
2.103
16 INCH GATE VALVE
EA
1
$10,000.00
2A 04
20 INCH GATE VALVE
EA
1
$161000.00
2.105
PROCURE 24 INCH GATE VALVE
EA
1
$201000.00
2.106
PROCURE 30 INCH GATE VALVE
EA
1
$241000.00
2.107
INSTALL 24 INCH TO 30 INCH GATE VALVE
EA
1
$101000.00
REMOVE AND REPLACE GATE ACTUATOR, 24 INCH TO 30
2.108
INCH
EA
1
$4,000.00
AIR VALVE (COMBINATION, AI/VR, OR SIMILAR), 4 INCH
2.109
AND SMALLER
EA
5$3,400w00
AIR VALVE (COMBINATION, AI/VR, OR SIMILAR), LARGER
2.110
THAN 4 INCH
EA
5
$42200.00
VENT PIPING FOR AIR VALVE, 4 INCH AND SMALLER, UP
2.111
TO 8 FT HORIZONTAL LENGTH
EA
5
$11000.00
VENT PIPING FOR AIR VALVE, LARGER THAN 4 INCH, UP
2A 12
TO 8 FT HORIZONTAL LENGTH
EA
5
$1,200.00
2.113
ADDITIONAL HORIZONTAL LENGTH OF VENT PIPING
LF
8
$100.00
2.114
REMOVE EXISTING AIR VALVE, ALL SIZES
EA
5
$500.00
2.115
BOLLARDS
EA
10
$400.00
2.116
SITE RESTORATION HYDRO -MULCH SEEDING
AC
1
$41500.00
2.117
FILTER FABRIC FENCE
LF
500
$2.00
2.118
REINFORCED FILTER FABRIC
LF
50
$50.00
STABILIZED CONSTRUCTION ROAD, PARKING AREA,
2.119
EXITS AND TRUCK WASHING AREA
SY
150
$30.00
2.120
EXTRA LABOR (UNSKILLED)HR
10
$24.00
2.121
EXTRA HAND EXCAVATION
CY
10
$100.00
2.122
EXTRA MACHINE EXCAVATION
CY
10
$7.00
2.123
EXTRA EXCAVATION AROUND OBSTRUCTION
CY
10
$40.00
2.124 BYPASS PUMPING AS NEEDED PER DAY
DAY
1
$5,000800
Page 12 of 12