HomeMy WebLinkAboutResolution - 2014-R0066 - Contract - Utility Contractors Of America Inc. - Trenching And Boring - 02/27/2014RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for
and on behalf of the City of Lubbock, Contract No. 11690 for Traffic Engineering trenching and
boring services, by and between the City of Lubbock and Utility Contractors of America, Inc.,
and related documents. Said Contract is attached hereto and incorporated in this resolution as if
fully set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council on F
27, 2014
GLE)W. ROEMRTSON, MAYOR
ATTEST:
Rebe ca Garza,. City Secret
APPROVED AS TO CONTENT:
R. Keith Smith, P.E., Director of Public Works
APPROVED AS TO FORM:
A
4ad Weaver, Assistant City Attorney
vw:ccdocs/RES.Contract-Utility Contractors
January 28, 2014
Contract 11690
City of Lubbock, TX
Contract for Services
Traffic Engineering Trenching and Boring Services
THIS CONTIUCT made and entered into this 27`h day of February, 2014, by and between the City of
Lubbock ("City"), and Utility Contractors of America, Inc., ("Contractor").
WITNESSETH:
WHEREAS, the City of Lubbock duly advertised for proposals for trenching and boring services
and proposals were received and duly opened as required by law; and
WHEREAS, after careful consideration of the proposal submitted by Contractor, the City
authorized the execution, in the name of the City of Lubbock a contract with said Contractor covering the
purchase and delivery of the said trenching and boring services.
NOW, THEREFORE, in consideration of the mutual agreement contained herein, as well as the
financial consideration hereinafter referred to, the parties hereby covenant and agree as follows:
1. In accordance with City's specifications and Contractor's proposal, copies of which are attached
hereto and made part hereof, Contractor will deliver to the City, trenching and boring services and
more specifically referred to as Items 1-70 on the proposal form Exhibit A submitted by the
Contractor or in the specifications attached hereto.
2. The City promises and agrees to employ, and does employ, the Contractor to cause to be done the
work provided for in this Contract and to complete and finish the same according to the attached
specifications, offer, and terms and conditions contained herein.
3. The Contractor shall perform the work according to the procedures outlined in the proposal and
specifications attached hereto. The contract shall be for a term of one year, with the option of two,
one year extensions, said date of term beginning upon formal approval. The City does not
guarantee any specific amount of compensation, volume, minimum or maximum amount of
services under this contract.
4. This contract shall remain in effect until the expiration date, performance of services ordered, or
termination of by either party with a thirty (30) day written notice. Such written notice must state
the reason for cancellation. The City of Lubbock reserves the right to award the canceled contract
to the next lowest and best bidder as it deems to be in the best interest of the city.
5. Contractor shall at all times be an independent contractor and not an agent or representative of City
with regard to performance of the Services. Contractor shall not represent that it is, or hold itself
out as, an agent or representative of City. In no event shall Contractor be authorized to enter into
any agreement or undertaking for or on behalf of City.
6. The contractor shall obtain and maintain in full force and effect during the term of the contract,
commercial general liability coverage with insurance carriers admitted to do business in the State
of Texas. The insurance companies must carry a Best's Rating of A- VII or better. The policies
will he written on an occurrence basis, subject to the following 1111nllllulll limits of liability:
TYPE AMOUN"r
General Liability $1,000,000
Commercial General Liability
General Aggregate
Products-Comp/OP AGG
Personal & Adv. Injury
Contractual Liability
With Following Endorsements:
XCU, Heavy Equipment
Automotive Liability $1,000,000
Any Auto
Workers Compensation Statutory Amounts
Employer's Liability $1,000,000
The City of Lubbock shall be named as additional insured on a primary and non-contributory basis
on Auto/General Liability, with a waiver of subrogation in favor of the City of Lubbock on all
coverages. All copies of the Certificates of Insurance shall reference the project name or bid
number for which the insurance is being supplied. Copies of all endorsements are required.
The contractor will provide a Certificate of Insurance to the City as evidence of coverage. The
certificate. will provide 30 days notice of cancellation, and under the cancellation section, the
wording endeavor to" and "but failure to mail such notice shall impose no obligation or liability of
any kind upon the company, its agents or representatives" will be crossed out. A copy of the
additional insured endorsement attached to the policy will be included with the certificate.
The contractor shall also maintain workers compensation insurance in the statutory amount.
If at any time during the life of the contract or any extension, the contractor fails to maintain the
required insurance in full force and effect, all work under the contract shall be discontinued
immediately. Any failure to maintain the required insurance may be sufficient cause for the City to
terminate the contract.
7. Neither the City nor the Contractor shall assign, transfer or encumber any rights, duties or interests
accruing from this Contract without the written consent of the other.
3. The City reserves the right to exercise any right or remedy available to it by law, contract, equity,
or otherwise, including without limitation, the right to seek any and all forms of relief in a court of
competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to
exercising its unrestricted right to seek judicial remedy. The remedies set forth herein arc
cumulative and not exclusive, and may be exercised concurrently. To the extent of any conflict
between this provision and another provision in, or related to, this document, this provision shall
control.
9. At any time during the term of the contract, or thereafter, the City, or a duly authorized audit
representative of the City or the State of Texas, at its expense and at reasonable times, reserves the
right to audit Contractor's records and books relevant to all services provided to the City under this
Contract. In the event such an audit by the City reveals any errors or overpayments by the City,
Contractor shall refirnd the City the full amount of such overpayments within thirty (30) days of
such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the
City from any payments due Contractor.
10. This Contract consists of the following documents set forth herein; RFP 14 -11690 -TS, general
conditions, and bid form.
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the day and
year first above written. Executed in triplicate.
CITY OF LUB CK
Glen . obertson, Mayor
ATTEST:
Reb ca Garza, City Secret
APPROVED AS TO CONTENT:
Shannon Owens
City Traffic Engineer
APP,ROVOD AS O FORM:
Assistant City Attorney
Print Name
5805 CR 7700
Address
Lubbock, TX 79424
City, State, Zip Code
City of Lubbock, TX
RFP 14 -11690 -TS Traffic Engineering Trenching and Boring Services
II. General Conditions
1 GENERAL CONDITIONS
1.1 Traffic Engineering is seeking proposals to establish a contract (s) f o r
trenching and boring services to be done in the City of Lubbock in
accordance with the applicable specifications and requirements below. T h e w o r k
or jobs described below are to be done by qualified contractors duly organized,
validly existing and in good standing with at least 3 years experience in these types
of services. The Contractor shall maintain a qualified work force experienced in
the performance of specified jobs and familiar with all laws, rules & regulations
regarding the activities stipulated herein. The Contractor shall show proof of
qualifications and submit a list, together with their bid, of at least 3 customers and
types of services done for the past 3 years.
1.2 The Contractor shall obtain necessary city permits for excavation in public right of
way. The Contractors must register with Right of Way Office Management
Coordinator at the City of Lubbock to obtain these permits. Permits for proposed
installation in the TXDOT Right of Way will be obtained by Traffic Engineering
personnel prior to the start of construction.
1.3 The Contractor shall guarantee to start projects with a minimum of 120 hours (5
days) notice. All prices on any ditches, excavations shall include any necessary
equipment, back -filling, proper compaction, barricades, installation of warning tape
(furnished by Traffic Engineering as needed) 18" below grade, and cleanup of site.
All prices on bores shall include the above items with the addition of bore pit, pilot
holes, and approach ditch. Back -filling shall proceed in a timely manner and in
accordance with these specifications. Where cables or conduits are being installed
by Traffic Engineering the Contractor shall promptly begin back -filling of
trenches after being notified by Traffic Engineering that cable or conduit
installation is completed. The Contractor shall guarantee all excavations against
sinking for a period of one year. The Contractor shall be responsible for shoring
any and all excavations five feet or more in depth, as required by the Occupational
Safety and Health Act. The Contractor shall be available for any pre -construction
meeting as needed.
1.4 Traffic Engineering may require the Contractor to establish in writing a total cost
including a maximum number of days, hours, cubic yard, and/or linear feet for each
job proposal prior to excavation. No work shall proceed without prior approval of
Traffic Engineering. Change authorizations will be considered by Traffic
Engineering if the need arises due to unforeseen circumstances. It is the intent of
this bid that typical utility and underground traffic trenching work will be performed
for the rates and units of measure as indicated on Traffic Engineering's
P r o p o s a 1 Form. It is the further intent that the items and services shown under
these headings are turn -key or complete services. The services and items listed
under heading Traffic Engineering o t h e r are intended to be used only for unusual
Q:\Purchm\Bid Docs\RFP 14 -11690 -TS 12
circumstances or projects that do not fit under the scope of work described under
other headings.
1.5 Billing invoices shall be itemized with charges separated accordingly. Traffic
Engineering shall reserve the right to inspect time sheets on each project to
confirm charges. No charges will be automatically paid that should be included in
the footage rate, the hourly rate, or the boring rate. All invoices shall reflect a
location furnished to the Contractor by Traffic Engineering. Invoices for work
shall be submitted to Traffic Engineering for payment within 30 days of the
completion of work.
1.6 The Contractor shall submit a list of subcontractors used in the completion of
scheduled work.
1.7 During installations, other utility lines may be placed in City ditches. Traffic
Engineering must approve any utility lines to be placed in the City
ditch. It will be the responsibility of the contractor to negotiate with other
utilities to install their facilities.
1.8 Contractor will be required at Contractor's expense to furnish a payment bond in
accordance with Chapter 2253, Government Code, in the amount of 100% of the total
work or job price in the event that said work or job price assigned exceeds $50,000
and will also be required to furnish a performance bond in accordance with Chapter
2253, Government Code, in the amount of 100% of the total work or job price in the
event that said contract work or job assigned exceeds $100,000. Said statutory bonds
should be issued by a company carrying a current Best Rating of "A" or better.
2. PREPARATION FOR WORK
The Contractor shall immediately upon entering a project site for the purpose of beginning
work, locate all general reference points and take any action necessary to prevent their
destruction; lay out his own work and be responsible for all ditch lines, elevations, and
measurements of construction, grading, utilities, and other work executed by him under
this contract. The Contractor shall exercise proper precautions to verify dimensions (if
available), shown on drawings before laying out work. Existing lines shown on drawings
are not guaranteed as to size location or completeness The Contractor will be held
responsible for any damage resulting from the Contractor's failure to locate exact type
size, and depth of existing lines. Any proposed Traffic Engineering line that interferes
with existing lines shall be relocated or re-routed by the Contractor as directed by Traffic
Engineering Department.
3. PROTECTION
3.1 The Contractor shall be responsible for locating existing utilities, and adequately
protecting, at all times, the adjoining property and surrounding areas including
landscaping and improvements, other utility facilities; and at the Contractor's
expense, restore any damage to utilities or property. The Contractor's responsibility
shall also include the removal of excess soil and related excavated materials not
used in the back -filling of excavations.
Q)PuurchasclBid Do&R" 14 -11690 -TS 13
3.2 The Contractor shall provide at his expense all markers, lights, and solid
barricades necessary to guard and protect all excavations and shall be responsible
for any damage and liability from the neglect of these duties. All barricade
equipment and layouts shall conform to the Texas Manual on Uniform Traffic
Control Devices (TMUTCD).
3.3 Protect, at all times, the excavations and site from damage by rainwater, spring
water, ground water, backing up of drains or sewers, and all other water hazards.
The Contractor shall provide all pumps, equipment and enclosures to provide this
protection. Excavations damaged by flooding or cave-ins shall be cleaned and
enlarged to accommodate the installation of conduit pipes, cables, or pull boxes as
required by drawings and specifications.
3.4 The Contractor shall be responsible for loss by theft and damage by negligence,
rain, wind, storms, frost, and heat to Owner furnished materials placed in his
charge.
3.5 Vehicle and equipment parking shall be arranged to minimize disruptions to
normal traffic flow and pedestrian access. Blocking of doorways, sidewalks,
handicap access, and fire lanes is prohibited.
3.6 Avoid parking on sidewalks, bricked areas, ramps, and sprinkler systems. Parking
partially on the street and the sidewalk or curb shall be prohibited. If street
parking is necessary, vehicles shall be parked parallel and adjacent to the curb
with appropriate cones and barricades. The Contractor shall obtain permission
from Traffic Engineering when parking or driving on a sidewalk or other
landscaped area is necessary. If Traffic Engineering's permission is not
obtained, then any damage or repair cost will be charged to the Contractor.
4. LAWS, REGULATIONS, CODES, AND ORDINANCES
4.1 Construction shall conform to applicable requirements of the latest edition of
the following documents:
■ The National Electric Code, (latest edition).
■ The National Electric Safety Code, (latest edition).
■ Occupational Safety and Health Act.
■ API 1166 Excavation Monitoring and Observation
■ All local, state, and national codes, ordinances, rules, and regulations not
specifically mentioned above but which apply to the proposed
construction including city and state standards for barricades.
■ Occupational Health and Safety Act requirements for shoring and
bracing ditches and excavations. The Contractor shall provide if
necessary, shoring and sheet piling in compliance with the same.
■ In case of conflict between any of the documents mentioned above,
the highest requirements shall govern.
■ Texas Manual of Uniform Traffic Control Devices (TMUTCD)
(latest edition)
Q Turchasc\Bid Docs,RFP 14 -11690 -TS 14
4.2 No extras shall be allowed for any changes to make the work conform to the
regulations of the above mentioned documents; they shall be considered as
completely included in the contract prices. Nothing in these specifications or
drawings is to be construed to permit work not conforming to these documents and
codes.
5. INSPECTION
Traffic Engineering representatives shall at all times have access to the project site for
inspection of the work. Materials furnished to the Contractor by Traffic Engineering
shall be inspected by the Contractor and Traffic Engineering upon receipt. The
Contractor shall be responsible for the safe handling and storage of all material furnished
to him and shall replace, at his own expense, all material that becomes damaged or
defective due to negligence by the Contractor.
6. BARRICADES
The Contractor shall provide, install, and maintain for the duration of the work all
necessary rigid barricades, warning signs and other warning devices and shall take all
other precautions to safeguard persons, adjoining property, including improvements
thereon, against injuries and damages of every nature whatsoever. Yellow warning tape
attached to rebar will not be an acceptable method of barricading an excavation. All
barricade equipment and layouts shall conform to the Texas Manual on Uniform
Traffic Control Devices (TMUTCD).
7. TRENCH EXCAVATION
Pricing is requested for trenching of various widths and depths. Under parts of this
bid, trenching will be performed by the Contractor, c o n d u i t s a n d cables may be
installed by Traffic Engineering personnel, and trenches will be back-filled by the
Contractor. Under other portions of this bid, pricing is requested for turn -key trench,
backfill, and conduit installation by the Contractor. Under either bid, the Contractor
shall perform all clearing, excavating, filling, grading, and related services necessary to
complete work shown on drawings and specified herein. The Contractor will
completely remove and dispose of off-site all trees, shrubs, excess soil, and debris
from area.
8. CONDUIT INSTALLATION
All conduit installation must conform to City of Lubbock design standards and
specifications. As indicated above, some bid item pricing is requested for trenching
only in which case Traffic Engineering personnel will install cable or conduits.
Under other bid items pricing is requested for turn -key trench, backfill, and conduit
installation by the Contractor. Under these bid items, the Contractor is to install
conduits furnished by Traffic Engineering. Conduits shall be installed in a continuous
run such that the conduit laying shall begin at one end of the trench and proceed to
the other end. Splices can be made using solvent cement as directed by the conduit
manufacturer in making up all PVC joints or by fusion. During construction, protect
partially completed conduit installations shall be protected from entrance of dirt and
debris. Weight or secure conduits so as to avoid floating if flowable backfill is to be
Q:\Purchase\Did DocsWP 14 -11690 -TS 15
used. Install the flowable backfill in one pour if possible. Do not allow heavy masses
of flowable backfill to fall on conduits. Insure that the top of the flowable backfill is
reasonably level. Materials will be furnished by Traffic Engineering as specified
below. All conduits shall be free of debris and have a mule tape placed in the conduit
to allow for pulling in cable at a later date by Traffic Engineering personnel. The
mule tape will not rust, rot or mildew and have a minimum of 1200 pounds breaking
strength. The ends of finished empty conduit runs shall be sealed so as not to allow
dirt or debris into the conduit.
9. BORING
The Contractor's price per foot for boring shall include all work necessary to complete the boring
such as excavating bore pit, receiving pit, and pilot holes. Where bore pit, receiving pit or pilot
holes have to be excavated in concrete or asphalt areas, the Contractor will be paid the unit prices
for cutting and repairing concrete or asphalt. However, extra cubic yard or hourly charges for
excavation will not be paid. Prices quoted on bores shall be one price regardless of depth.
10. PULL BOX EXCAVATION
The excavation shall be laid out so that when the pull box is set, it will be in line with the conduit
assembly. The depth of the pull excavation shall be to the grade necessary with an additional 6"
space at the bottom to facilitate placement of base material. An additional 12" on all sides shall be
excavated to permit maneuvering and final adjustment of the pull box. The base material shall be
sandy soil, 5/8"crushed rock, or the equivalent of coarse gravel and, shall be installed prior to the
installation of the pull box. The actual installation of the pull box shall be completed by the
contractor or Traffic Engineering personnel as specified by Traffic Engineering. The Contractor
shall backfill around and over the pull box and performs compaction as required below.
11. OTHER UTILITY INSTALLATION
In areas that other utility lines are installed in City ditches the contractor will negotiate prices for
utility installation with the utility company. This may include partial back -filling for separation of
facilities and price adjustments to City.
12. BACKFILLING
12.1 Where excavation in existing dirt or grassy areas has taken place, proper compaction will be
required and prices included in per foot price.
12.2 Any excavation in paved areas shall be machine compacted in 6" layers to 95% proctor by
means of a pneumatic tamper. Soil compaction test may be performed by the City of
Lubbock.
12.3 All back -filling material shall be free from refuse, boulders, rocks, stones, or other
unsuitable material. Existing material from excavation shall be used for back -filling.
12.4 At the option of Traffic Engineering, selected ditches may be back-filled with flowable
backfill in order to speed up the backfill operation and minimize interruptions to customer
operations or traffic. Flowable backfill will be installed when specifically requested by
Traffic Engineering.
Q^Purchise`Bid Docs' RFP I4 -11690 -TS 16
13. PAVEMENT CUT AND REPAIR
All pavement cut and repairs must conform to City of Lubbock design standards and specifications.
Wherever it is necessary to make cuts in existing asphalt pavement or concrete areas, the cuts shall
be made in such a manner as to cause the least amount of damage to adjoining surfaces. If ditches
are in an area subject to City of Lubbock design standards and specifications paving specifications
the compaction must be approved by City of Lubbock. Asphaltic concrete for repairs shall be
furnished and installed by the Contractor. Where concrete sidewalks, driveways, streets, or parking
lots are cut, the concrete shall be leveled, troweled, and finished to match the existing concrete.
14. CLEANUP
After the construction work is completed and before acceptance by Traffic Engineering, the
Contractor shall remove all rubbish, excess material from excavation, and other debris from the
work site, and all trench surfaces shall be bladed and all depressions caused by settlement shall be
filled with top soil or sand and yard raked to existing grades. Unless noted or directed otherwise,
final grading and clean-up will be considered to be included in the cost of the particular excavation
as designated in the proposal form.
15. FURNISHING OF MATERIALS
15.1 Unless noted or directed otherwise, Traffic Engineering will furnish or provide and pay for
the following materials for installation by the Contractor:
1 PVC Conduit & Materials
2 Grout
3 Gravel
4 Concrete
5 Flowable Backfill
15.2 Pull Boxes will be delivered to the job site and set in the hole by the Contractor or Traffic
Engineering.
15.3 All other material listed above shall be picked up by the Contractor at the City of Lubbock
Traffic Operations, 202 Municipal Drive. Upon receipt of these materials, the Contractor
shall assume full responsibility for the guarding and protection of these materials from loss
or damage.
16. EXCEPTIONS
Any exceptions to the requirements stated herein must be stated in the formal proposal.
Explanation must be made for each item for which exception is taken, giving in detail the extent of
the exception, and the reason for which it is taken, in order for consideration to be given to the
proposal.
17. RESPONSE FORMAT AND PREPARATION INSTRUCTIONS
Offerors shall use the prescribed format outlined in this RFP to clearly indicate their experience
and qualifications, describe their technical approach to this project, and fully describe their
proposal. Responses must be submitted in the format outlined in this RFP. Provide one original
and two copies of your responses. Each response will be reviewed to determine if it is complete
before evaluation. Traffic Engineering reserves the right to eliminate from further consideration
Q^,Purchase\Bid Docs'RPP 14 -11690 -TS 17
any response that is deemed to be unresponsive to this RFP. The intent of Traffic Engineering is
that all responses follow the same format in order to evaluate each response fairly. Proposals will
be evaluated based on the material and substantiating evidence presented in the proposal, and not
on the basis of what could be inferred. Begin each section and subsection described herein on a
separate page. Number the pages in each section consecutively. Each page shall have the name of
the Offeror indicated clearly at the upper right corner.
18. EVALUATION CRITERIA
The City uses the Competitive Sealed Proposals procurement method as authorized by the Texas
Legislature and further defined by Texas Government Code Section 2276. The maximum point value is
equal to 100 points. The weigh factor is 60% for Price, 20% for Contractor Qualifications, 20% for
Safety Record. The selection criteria used to evaluate each proposal includes the following:
60% PRICE: The quality of Offerors is not judged solely by a low initial cost proposal or,
conversely, eliminated solely because of a high initial cost proposal. The lowest proposal
price of all the proposals becomes the standard by which all price proposals are evaluated.
One at a time, each proposal is evaluatedby taking the lowest proposal price and dividing it
by the price of the proposal being evaluated. That fraction is then multiplied by the
maximum point value multiplied by the weight of the price factor for the price score. For
example: (Lowest Price/Current Proposal Price) X Maximum Point Value X Weigh Factor--
Price
actor=Price Score.
20% CONTRACTOR QUALIFICATIONS: When evaluating a contractor's
qualifications, the City uses the "Contractor's Statement of Qualifications" attached within
and past experience after receipt of proposals. This criterion is subjectively evaluated and
the formula is as follows: (Point X Weight = Score) with a maximum of five points
allowable. Each Evaluator assigns points based upon the responses the contractor provides
in the "Contractor's Statement of Qualifications" and any past experience with the
contractor. The "Contractor's Statement of Qualifications" is a minimum, and you may
provide additional pertinent information relevant to the project for which you are
submitting this proposal.
20% SAFETY RECORD QUESTIONNAIRE: Each evaluator assigns points based upon
the responses you provide in your "Safety Record Questionnaire" and the Contractors
Experience Modification Ratio. The Offeror shall submit this ratio in the Contractors
Statement of Qualifications. Contractors with an Experience Modification Ratio greater
than 1 may be assessed zero points for this criterion, subject to review of safety record. The
City may consider any incidence involving worker safety or safety of Lubbock residents, be
it related or caused by environmental, mechanical, operational, supervision or any other
cause or factor under the contractor's control. Evaluators will base their rating primarily
upon the type of offense, date of the offense, location where the offense occurred, final
disposition of the offense, the penalty assessed, as well as the Experience Modification
Ratio.
Q:+Rirchase•Bid DoceRFP 14-11690=PS 18
City of Lubbock, TX Exhibit A
Traffic Engineering Trenching, Boring &t Excavation Services
RFP 14 -11690 -TS
UNIT COST PROPOSAL SUBMITTAL FORM
ITEM
DESCRIPTION
Qry
U/M
UNITcos,r'
EXTEND:DcosT
(:More or
Less)
EXCAVATION, BACKFILL, AND CONDUIT INSTALLATION:
Asspecified herein
12" Wide Ditch to 36" Deep (trench &
1
backfill). Ass ecitied herein
1,000
LF
$ 16.00
$ 16,000.00
2
12" Wide Ditch to 36" Deep, with 1-2"
PVC Conduits. Ass specified herein
10,000
LF
$ 17.00
$ 170,000.00
3
12" Wide Ditch to 36" Deep, with 2-2"
PVC Conduit. Ass specified herein
100
LF
$ 17.50
$ 1,750.00
4
12" Wide Ditch to 36" Deep, with 1-3"
PVC Conduit. Asspecified herein
100
LF
$
18.00
$ 1,800.00
5
12" Wide Ditch to 36" Deep, with 2-3"
PVC Conduits. Asspecified herein
500
LF
$ 19.00
$ 9,500.00
6
12" Wide Ditch to 36" Deep, with 14"
PVC Conduit. Asspecified herein
100
LF
$
18.50
$ 1,850.00
7
12" Wide Ditch to 36" Deep, with 24"
PVC Conduits. Ass specified herein
500
LF
$
19.50
$ 9,750.00
Excavation in Rock, 12" Wide Ditch to
8
36" Deep (trench & backfill). As
100
LF
specified herein
100.00
10,000.00
Excavation in Rock, 12" Wide Ditch to
9
36" Deep, with 1-2'-' PVC Conduit. As
500
LF
$
$
specified herein
101.00
50,500.00
Excavation in Rock, 12" Wide Ditch to
10
36" Deep, with 2-2" PVC Conduits. As
500
LF
$
$
specified herein
102.00
51,000.00
Excavation in Rock, 12" Wide Ditch to
11
36" Deep, with 1-3" PVC Conduit. As
10,000
LF
$
sciecified herein
101.00
1,010,000.00
Excavation in Rock, 12" Wide Ditch to
12
36" Deep, with 2-3" PVC Conduits. As
10,000
LF
specified herein
103.00
1,030,000.00
Excavation in Rock, 12" Wide Ditch to
13
36" Deep, with 14" PVC Conduit. As
10,000
LF
$
$
s ecitiedherein
102.00
1,020,000.00
Excavation in Rock, 12" Wide Ditch to
14
36" Deep, with 24" PVC Conduits. As
10,000
LF
specified herein
103.00
1,030,000.00
15
18" Wide Ditch to 48" Deep (trench &
backfill). Ass ecitied herein
l,000
LF
$ 17.00
$ 17,000.00
16
18" Wide Ditch to 48" Deep, with 1-2"
PVC Conduit. As s )ecitied herein
1,000
LF
$ 18.00
$ 18,000.00
Q and n.,,; urr i id ],00 1,; 19
17
18" Wide Ditch to 48" Deep, with 2-2"
PVC Conduits. Ass ecitied herein
1'000
LF
$ 18.50
$ 18,500.00
18
18" Wide Ditch to 48" Deep, with 1-3"
PVC Conduit. Ass specified herein
X00
LF
$ 19.00
$ 9,500.00
19
18" Wide Ditch to 48" Deep, with 2-3"
PVC Conduits. Ass ecitied herein
3,000
LF
$ 20.00
$ 60,000.00
20
18" Wide Ditch to 48" Deep, with I4"
PVC Conduit. Asspecified herein
500
LF
$ 19.50
$ 9,750.00
21
18" Wide Ditch to 48" Deep, with 24"
PVC Conduits. Ass specified herein
3,000
LF
$ 20.50
$ 61,500.00
Excavation in Rock, 18" Wide Ditch to
22
48" Deep (trench & backfill). As
500
LF
$
s ecitied herein
110.00
55,000.00
Excavation in Rock, 18" Wide Ditch to
23
48" Deep, with 1-2" PVC Conduit. As
1,000
LF
$
$
s ecitied herein
111.00
111,000.00
Excavation in Rock, 18" Wide Ditch to
24
48" Deep, with 2-2" PVC Conduits. As
20,000
LF
$
$
specified herein
112.00
2,240,000.00
Excavation in Rock, 18" Wide Ditch to
25
48" Deep, with 1-3" PVC Conduit. As
100
LF
$
$
s ecitied herein
111.00
11,100.00
Excavation in Rock, 18" Wide Ditch to
26
48" Deep, with 2- 3" PVC Conduits. As
500
LF
$
$
specified herein
113.00
56 500.00
Excavation in Rock, 18" Wide Ditch to
27
48" Deep, with 14" PVC Conduit. As
100
LF
$
$
s ecitied herein
112.00
11,200.00
Excavation in Rock, 18" Wide Ditch to
28
48" Deep, with 2- 4" PVC Conduits. As
500
LF
$
$
s ecitied herein
113.00
56 500.00
29
18" Wide Ditch to 60" Deep (trench &
backfill). Ass specified herein
1,000
LF
$ 18.00
$ 18,000.00
30
18" Wide Ditch to 60" Deep, with 1-2"
PVC Conduit. Ass specified herein
1,000
LF
$
19.00
$ 19,000.00
31
18" Wide Ditch to 60" Deep, with 2-2"
PVC Conduits. Ass specified herein
1,000
LF
$ 19.50
$ 19,500.00
32
18" Wide Ditch to 60" Deep, with 1-3"
PVC Conduit. Ass ecitied herein
500
LF
$
20.00
$
33
18 Wide Ditch to 60" Deep, with 2-3"
PVC Conduits. As specified herein
3,000
LF
$ 21.00
$ 63 000.00
34
18" Wide Ditch to 60" Deep, with 1-4"
PVC Conduit. Ass ecitied herein
500
LF
$ 20.50
$ 10 250.00
35
18" Wide Ditch to 60" Deep, with 24"
PVC Conduits. Ass specified herein
3'000
LF
$ 21.50
64,500.00
Excavation in Rock, 18" Wide Ditch to
36
60" Deep (trench & backtill). As
500
LF
$
s ecitied herein
120.00
60,000.00
Excavation in Rock, 18" Wide Ditch to
37
60" Deep, with 1-2" PVC Conduit. As
1,000
1.17
$
specified herein
121.00
121,000.00
B.d 1)"', urr 11.1 i ,n. rs 20
38
Excavation in Rock, 18" Wide Ditch to
60" Deep, 2-2" PVC
with Conduits. As 20,000
LF $ $
specified herein
122.00 2,440,000.00
Excavation in Rock, 18" Wide Ditch to
39
60" Deep, with 1-3" PVC Conduit. As 100
LF $ $
specific I herein
121.00 12,100.00
Excavation in Rock, 18" Wide Ditch to
40
60" Deep, with 2- 3" PVC Conduits. As 500
LF $
specified herein
123.00 61,500.00
Excavation in Rock, 18" Wide Ditch to
41
60" Deep, with 14" PVC CondUit. As 100
LF $
s ecitied herein
122.00 12,200.00
Excavation in Rock, 18" Wide Ditch to
42
60" Deep, with 2- 4" PVC Conduits. As
500
LF
$
$
specified herein
123.00
61,500.00
43
Additional Cost for installation of 2"
PVC Conduit. Asspecified herein
15,000
LF
$ 1.08
16,200.00
44
Additional Cost for installation of 3"
.
PVC Conduit. Asspecified herein
5,000
LF
$ 1.62
8,100-00$
45
Additional Cost for installation of 4"
PVC Conduit. Ass ecitied herein
2,000
LF
$
2.16
$
4.320.00
46
Installation of 90 degree elbows. As
specified herein
400
EA
$ 81.00
$
32,400.00
47
Contractor Charge for Miscellaneous
Labor. Asspecified herein
1,000
HR
$
54.00
$
54 000.00
Cutting and Removal of Asphalt. As
48
specified herein
500
SF
$
$
15.12
7,560.00
Cutting and Removal of Concrete. As
49
specified herein
200
SF
$
$
Labor and Material to Replace Asphalt
19.44
3888.00
50
ager completion of Repairs. As
1,000
SF
$
specified herein
25.92
25,920.00
Labor only to Replace Concrete after
51
completion of Repairs. As specified
2000
SF
$
herein
Backhoe for miscellaneous installation.
25.92
51 840.00
$
52
Asspecified herein
200
FIR
$
108.00
21 600.00
J3
Backhoe minimum charge (tor small
iobs)As s ecitied herein
10
EA
$
432.00
4,320.00
BORE
FOR AND INSTALL CONDUIT: (Ass ecitied herein
54
Bore and Install 1-2" PVC Conduit. As
speci tied herein
5,000
LF
$
23.76
118 000.00
55
Bore and Install 2-2" PVC Conduit. As
ecitied herein
100
LI-
$
and Install 1-3" PVC Conduit. As
36.72
3,672.00
-5-643ore
ecitied herein
100
LF
3,672.00
��ore
and Install 2-3" PVC Conduit. As
EE51..8T4
s ecitied herein
100
LF
5.184.00
58
Bore and Install 14" PVC Conduit. As
s ecitied herein
500
LF
$
47.52
$
23 760.00
59
Bore and Install 24" PVC Conduit. As
s�ecitied herein
500
LF
$
73.44
$ 183 600.00
60
Boring in Rock and Install I - 2" PVC
Conduit. Ass specified herein
2,000
LF
$ 150.00
$ 300,000.00
61
Boring in Rock and Install 2-2" PVC
Conduit. Ass specified herein
5,000
LF
$ 170.00
$ 850 000.00
62
Boring in Rock and Install 1-3" PVC
Conduit. Ass specified herein
100
LF
$ 170.00
$ 17 000.00
63
Boring in Rock and Install 2-3" PVC
Conduit. Asspecified herein
100
LF
$
175.00
$ 17,500.00
64
Boring in Rock and Install 14" PVC
Conduit. Ass specified herein
100
LF
$
190.00
$ 19 000.00
65
Boring in Rock and Install 24" PVC
Conduit. Asspecified herein
1,000
LF
$
195.00
$
195,000.00
Provide Truck and Driver for Loading,
66
Hauling, and Disposal of Excess
500
CY
$
$
Material. Asspecified herein
70.20
35,100.00
Provide Jackhammer and Operator for
67
Miscellaneous Concrete Removal. As
100
FIR
$
$
s ecitied herein
81.00
8,100.00
Provide Machine Tamper and Operator
68
for Miscellaneous Compaction. As
100
CY
$
$
specified herein I
81.00
8,100.00
PULL BOX INSTALLATION (As specified herein) .
69
Labor and Material to install Type D
Pull Box. Asspecified herein
50
EA
$ 378.00
$ 18 900.00
70
Labor and Material to install ITS Type
I Pull Box. Ass specified herein
10
EA
$ 378.00
$ 3,780.00
OVERALL TOTAL
$
12,161, 566.00
UCA is classifying Excavation in Rock as requiring one of the following:
Hoe Ram (Jackhammer) Rock Trencher or
150,000# Excavator requiring Rock Buckets or Hoe Ram
UCA is classifying Boring in Rock as boring equipment requiring specialized Rock bits and equipment.
Q Pur.h- llul D-, HIT 11-1 k0o-IS 22