R2008-130 2008-09-08RESOLUTION NO. R2008-130
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING A UTILITY RELOCATION AGREEMENT
ASSOCIATED WITH THE ORANGE STREET PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain Utility Relocation Agreement associated with the Orange
Street Project, a copy of which is attached hereto as Exhibit "A"and made a part hereof for
all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a Utility Relocation Agreement associated with the Orange
Street Project.
PASSED, APPROVED and ADOPTED this the 8th day of ecember, A.D., 2008.
TOM REID
MAYOR
ATTEST:
Q Q~PRt,pN
` ~,
YO G LO G, T C ~ ~;
CI Y SEC TARY ,.,_„
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
Exhibit "A"
Resolution No. R2008-130
STANDARD UTILITY AGREEMENT
ACTUAL COST -CITY
County: Brazoria Road: Orange Street
Project No.: T70051 From: Hatfield Road
To: State Highway 35 (SH-35)
Road Project Letting Date: January 2009
This Agreement by and between the City of Pearland, Texas, ("City"), acting by and through its duly authorized
official, and Houston Pipe Line Company LP (HPL), acting by and through its duly authorized representative,
("Owner"), shall be effective on the date of approval and execution by and on behalf of the City.
WHEREAS, the City has determined that it is necessary to make certain improvements to Orange Street, which
said changes are generally described as follows:
• Widening of existing 2-lane asphalt section (approx. 20 feet wide) with open ditches to a 2-lane concrete
curb and gutter section with a back to back curb width of 38 feet with underground storm drainage and
sidewalks.
A new water distribution system from SH-35 to Woody Road.
Drainage improvements including new storm sewer system.
WHEREAS, these proposed roadway improvements will necessitate the adjustment, removal, and/or relocation
of certain facilities of Owner as indicated in the following statement of work: A 48" diameter storm sewer line is
proposed along Orange Street between north Right-of--Way and north pavement edge at HPL pipeline crossing
(30" Dia.). HPL line crosses Orange Street diagonally between Stations 54+00 and 56+00 in south-west to north-
east direction. Based on the information revealed from the field survey, these pipes are located approximately 5
to 6 feet below existing grade. As designed, the proposed 54" storm sewer line, conflicts with the HPL line as
further described in Exhibit "A" and such work is described in Owner's Estimate (estimated at $927,063.13),
which is attached hereto and made a part hereof as Exhibit "A-1 ", and which is prepared in form and manner
required by 23 CFR 645, Subpart A, and amendments thereto; and
WHEREAS, the Owner, has provided sufficient legal authority to the City to establish an interest in properties
affected by the abovementioned roadway improvements. Said facilities are located upon such properties as
indicated in the statement of work as described in Exhibit "A".
NOW, THEREFORE, in consideration of the covenants and agreements herein contained, the parties mutually
agree as follows:
The City will pay for costs incurred in the adjustment or relocation of Owner's facilities to the extent
authorized under Title 23, Code of Federal Regulations, Part 645, Subpart A. The City's participation shall
consist of Fifty Percent (50%) of the cost of the adjustment or relocation.
The Owner has determined that the method to be used in developing the adjustment or relocation costs shall be
as specified for the method checked and described hereinafter:
^ (1) Actual direct and related indirect costs accumulated in accordance with a work order accounting
procedure prescribed by the applicable Federal or State regulatory body.
® (2) Actual direct and related indirect costs accumulated in accordance with an established accounting
procedure developed by the Owner and approved by the City.
Subject to the participation percentage as set out above, the City will, upon satisfactory completion of the
adjustment or relocation, and upon receipt of a final billing prepared in the form and manner prescribed by
Design 1 of 3 33. Revised 6/2008
Federal regulations, make payment in the amount of Fifty Percent (50%) of the eligible costs as shown in the
final billing.
The final billing for work completed herein shall be submitted to the City not later than one hundred and eighty
(180) days after completion of the work. Upon receipt of the final billing and conclusion of the audit, the City
agrees to pay Owner one hundred (100%) of its share of the eligible cost as indicated above. The City shall make
payment within 10 days of receipt of the final billing.
In the event there is a substantial change for the statement of work contained in Exhibit "A", reimbursement is
limited to Fifty percent (50%) of the amount approved and actually expended pursuant to this agreement and its
attached exhibits unless written approval is obtained from the City. All changes shall be documented on the
Owner's "as-built" plans supplied to the City. City shall reimburse Owner for any additional cost or expense
caused by any unreasonable delays waiting for City's written approval.
Upon execution of this agreement by all parties, the City will, by written notice, authorize the Owner to proceed
with the necessary adjustment or relocation, and the Owner agrees to prosecute such work diligently in
accordance with the Owner's plans. Such plans are attached as Exhibit "B". Owner shall provide the City with
forty-eight (48) hours written notice prior to proceeding with the adjustment or relocation and agrees to proceed
in such a manner that will not result in avoidable delay or interference with the City's roadway construction.
Should Owner by its actions cause interference or delay resulting in the imposition of damages to the City by a
third party, Owner agrees to be responsible for damages, including attorney's fees, defense of claims and
indemnification associated with said damages. Such authorization to proceed shall constitute notice on the part of
the City that the relocation has been included in an approved program as an item of right of way acquisition, that
a project agreement which includes the work has or will be executed, and that the utility relocation or adjustment
will be required by the final approved project agreement and plans.
The Owner will retain records of such costs in accordance with the provisions of 23 CFR Part 645, Subpart A.
The Parties, by execution of this agreement, not waive any rights to which each party may legally have within
the limits of the law.
This agreement is subject to cancellation by the City at any time up to the date that work under this agreement
has been authorized. City shall reimburse Owner 100% of all cost incurred by Owner up to the date of receipt of
Notice of Cancellation.
The City Auditor may conduct an audit or investigation of any entity receiving funds from the City directly under
this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this
contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the City
Auditor, to conduct an audit or investigation in connection with those funds.
It is also expressly understood that the Owner conducts the adjustment, removal, or relocation at its own risk,
and that the Owner agrees to indemnify and hold the City harmless for damage to existing facilities caused by
the conduct of the Owner or any third party working on behalf of Owner.
The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the
party represented.
Design 2 of 3 33. Revised 6/2008
UTILITY
OWNER
Owner: Houston Pipe Line Company, LP
By: HPL GP, LLC, its General Partner
Title: ~UT
Date: ~~/~
CITY
THE CITY OFSEARLAND, TEXAS
By. ~ C_,~ ,
Title: ~ ~~~~~~ f
Date:~~(~ ~
Design 3 of 3 33. Revised 6/2008
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
Est
CUSTOMER COMPANY NAME:
PROJECT NAME:
PIPELINE NAME
AFE NUMBER:
ETC PROJECT MANAGER:
ETC CONSTRUCTION MANAGER:
PEGASUS PROJECT MANAGER:
REVISION NUMBER:
HOUSTON PIPE LINE COMPANY, L.P.
City of Pearland Orange Street Widening -HPL 30"
(3023) Texas City Jct. -Baytown Line Relocation
HPL 30" (3023) Texas City Jct. -Baytown Pipeline
19100453
Emily Terry
Ron Surber
Rodney Rogers
Summary Page
Estimate
Material and Equipment Cost $ 188,743.60
Field Direct Costs $ 517,780.00
Project Support Costs $ 136,261.06
Other Costs $ 84,278.47
Total ~ 927,063.'! 3
Project Scope
This cost estimate captures the normal resources required to relocate Houston Pipe Line Company, L.P. (HPL) existing
30-inch (3023) Texas City Jct. -Baytown Pipeline located in Pearland, Texas in Brazoria County. This relocation is
required to accommodate City of Pearland's proposed widened of Orange Street in the area of the existing pipeline crossing.
This cost estimate includes costs to design, procure & handle materials, construct, and install the proposed new pipeline
crossing. The new pipeline crossing will be offset approximately 10 feet northwest of the existing pipeline crossing and will be
installed via boring.
For the location and details of the existing pipeline crossing, see drawings P12-1 (Alignment Dwg. HC-3023-10-H
(Sta. No. 53 + 61),
MAOP:
The existing HPL 30-inch (3023) Texas City Jct. -Baytown Pipeline has a section Maximum Allowable Operating
Pressure (MAOP) of 600 psig. The proposed relocation will accommodate this MAOP in a Class 3 Location.
Design Code/Regulations:
The pipelines and related facilities will be designed in accordance with 49 CFR 192. The design will accommodate
passage of Intelligent "Smart" Pigs and allow on-line periodic pigging.
Page 1 of 2
EXHIBIT A- I
1 eF i0
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
Est
Gas Blow down Requirements:
To allow tie-ins, the existing HPL 30-inch Texas City Jct. -Baytown Pipeline will be blown down from Main Line Valve
N2 located at Pearland Junction (at Sta. No. 0 + 00) to Main Line Valve N2A at Pearland Warehouse (at Sta. No. 81 + 08).
This distance is approximately 1.536 miles.
Costs for blowing down the pipeline, purging and packing are included in the cost estimate and are based on a
normal operating pressure of 585 psig.
Continuous Natural Gas Requirements:
According to ETC Operations, no continuous gas flow is required on this section of the HPL 30-inch (3023) Texas City Jct. -
Baytown Line during the 36 hour outage to complete tie-ins activities. However, the 30" (3023) Line is the main line feed
to the Houston Ship Channel markets. ETC will make arrangements to route gas around this section of pipeline to
the downstream stations.
Right-Of-Way:
(Temporary Work Space requirements are as follows:
1. North Side of Orange Street (Approximately 360 feet (long) x 82 feet (wide) (0.477 acre on private prop. and 0.255 acre on HPL
ROW) for work space, dirt storage, bore pit, stripping out pipeline, parking, etc. For reference, see drawing P4-1TEMP.
2. South Side of Orange Street (Approximately 261 feet (long) x 193 feet (wide) (0.444 acre on private prop. and 0.219 acre on HPL
ROW) for work space, dirt storage, bore pit, stripping out pipeline, parking, etc. For reference, see drawing P4-1TEMP.
Ingress and Egress rights will need to be obtained from each landowner on each side of Orange Street and Woody Road to access the
proposed bore pits and the temporary work space areas.
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A
Page 2 of 2 2 O~'Q
HOUSTON PIPE LINE COMPANY, L. P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME: HOUSTON PIPE LINE COMPANY, L P.
PROJECT NAME: City of Pearland Orange Street
Widening -HPL 30" (3023) Texas City
Jct. -Baytown Line Relocation
PIPELINE NAME HPL 30" (3023) Texas City Jct. -Baytown Pipeline
AFE NUMBER: 19100453
ETC PROJECT MANAGER: Emily Terry
ETC CONSTRUCTION MANAGER: Ron Surber
PEGASUS PROJECT MANAGER: Rodney Rogers
REVISION NUMBER:
Notes and Assumptions
1. In ress and a ress can be obtained at all locations at minimum costs. A)
2. Tem ora works ace can be obtained at all re uired locations at minimum costs. A
3. Where needed, contractor will field internal) to er heav wall i e to match line i e to com lete tie-ins. N
4. Job duration is estimated at 20 Da s (mobilization to clean-u ), weather ermittin N
5. Per requester, cost estimate accurac is order of ma nitude (+ or - 20% . N
6. Cost est. is based on com letin the ro osed work in the summer months (d la N)
7. H drostatic test water can be obtained at minimum costs. (A)
8. Spent h drostatic test water will be hauled off and dis osed of in an a roved dis osal well. A
9. Materials can be obtained without ex editin or hot shottin services. (A)
10. No ma or road closin will be re uired. (A)
11. Cost est. is based on minimum site re aration (i.e. stable soil conditions). (N)
12. Cost est. does include costs for as pur in and ackin the ro osed 30" i eline a rox. 8,108 feet). (N
13. Cost est. is based on clearin all of the timber and brush in the ermanent ROW and dis osin off-site. N
14. Base la rice for i e assumes Contractor will ick-u the i e at a local i e distributor in the Houston area. A
15. Cost est. assumes environmental surve sand permits will be com leted b ETC staff. N
16. Cost est. assumes ri ht of wa work will be com leted b ETC staff. (N)
17. Cost est. assumes urchasin and expeditin work will be com leted b ETC staff. (N)
18. Cost est. assumes construction mans ement will be completed b ETC staff. (N)
19. Base la rice assumes the ipe will be coated with FBE and Protective Coatin and in double random 40' len ths. N)
20. Cost est. contains costs for 10% overhead. (N)
21. Material deliveries are estimated at 6 weeks. N
22. Cost estimate accurac is ood for 90 da s. N
23. Cost est. does NOT contain costs for AFUDC or Income Tax Gross-U char es. N
24. Cost est. does NOT include costs for an unforeseen re-routes. N
25. Cost est. does NOT include costs for condemnation activities or related activities. N
26. Cost est. does NOT include costs for re airin unknown forei n utilities. N
27. Cost est. does NOT include costs for encounterin extensive round water. N
25. Cost est. does NOT include costs for encounterin extensive environmental issues. N
24. Cost est. does NOT include costs for addressin an archeolo ical issues, findin s, re uirements. N
25. Cost est. does NOT include costs for contin encies. N
26. Cost est. does NOT include costs for sales tax on materials. N
(A) -Assumption
(N) -Note
5"Opera4onsASSet MgtW PL~EncroacftmeniWEPWro~tt6~2006'06194-CrossinpatOrangeSt.CiryoiPearlanEYCOSI EsLmate CRy of Pearlantl OranBa SVeN WiCaninp RelacaEOn.vls]Summary wM Pto~M Scapa
EXHIBIT A-I
3 of io
Page 1 of 1
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME: HOUSTON PIPE LINE COMPANY, L. P.
PROJECT NAME: City of Pearland Orange Street Widening -HPL 30" (3023) Texas City Jct.
Baytown Line Relocation
PIPELINE NAME HPL 30" (3023) Texas City Jct. -Baytown Pipeline
AFE NUMBER: 19100453
ETC PROJECT MANAGER: Emily Terry
ETC CONSTRUCTION MANAGER: Ron Surber
PEGASUS PROJECT MANAGER: Rodney Rogers
REVISION NUMBER:
MATERIAL AND EQUIPMENT COSTS
A.F.E.
Est. Est. A.F.E. COST
Quantity Unit Unil Cost ESTIMATE
HPL 30" Texas City Jct. -Baytown Pipeline -Orange Street Road Crossing Relocation
Pipe, 30.0" O.D., 0.500" W.T., API 5L, Gr X-52. PSL2, ERW, -20 deg. F
Rating, coated w/ 14-16 mils DFT FBE and 25 -30 mils of Protective 320 FT $293.00 $ 93.760.00
Coating) (40' Joints)
EII, 30", 0.500" W.T., Gr. Y52, 3R, 45 Deg., Segmentable, (-20 F Rating) 4 Ea $21,000.00 $ 84,000.00
Test Station, Cathodic Protection 1 Ea $100.00 $ 100.00
Pipeline Marker Poles 4 Ea $50.00 $ 200.00
Sub-Total HPL 30" Road Crossin Relocation at Oran a Street $ 178,060.00
FREIGHT (6.00%) $ 10,683.60
TAX Removed er TxDOT or Government Related Entities
MATL. & EQUIP. SUB-TOTAL $ 188,743.60 $ -
CONTINGENCIES $ _
MATL. 8 EQUIP. SUB-TOTAL WITHOUT CONTINGENCIES $ 188,743.60
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ExHisira-i
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Page 1 of 1
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME:
PROJECT NAME:
PIPELINE NAME
AFE NUMBER:
ETC PROJECT MANAGER:
ETC CONSTRUCTION MANAGER:
PEGASUS PROJECT MANAGER:
REVISION NUMBER:
HOUSTON PIPE LINE COMPANY, L.P.
City of Pearland Orange Street Widening -HPL 30'
Relocation
HPL 30" (3023) Texas City Jct. -Baytown Pipeline
19100453
Emily Terry
Ron Surber
Rodney Rogers
(3023) Texas City Jct. -Baytown Line
FIELD DIRECT COSTS
Est.
Quantity
Est.
Unit
A.F.E.
Unit Cost A.F.E.
COST
ESTIMATE
CONSTRUCTION SUPPORT:
ETC Construction Coordinator a Days $s5o.oo $ z.zoo 00
Expenses (cell phone, meals, etc.) o Ea $o.oo $ -
CONSTRUCTION SUPPORT SUB TOTAL $ 2,200.00 $
SURVEY (Preliminary and As-Built)
Preliminary Survey for Pipeline (Includes 3 man crew, GPS unit,
Pipe Locator, Mileage, Survey Tech, RPLS Support). a Day $1,850.00 $ 7.aoo 00
Survey Supervisor 3 Hours $so.oo $ zaa.oo
Survey Technician 1o Hours $7a.oo $ 7ao.oo
Construction Staking Survey 1 Day $1,sso.oo $ 1,sso.oo
AS-BUilt SUrve 2 Day $1,850.00 $ 3,700.00
SURVEY SUB TOTAL $ 13,930.00 $
X-RAY
X-Ray Fabrication and Tie-In Piping (4 days for Fab & 2 day for
Tle-Ir1S)
6
Days
$1,500.00
$ 9,000.00
X-RAY SUB TOTAL $ 9,000.00 $
FIELD INSPECTION:
Construction - 1 Chief Insp. z7 Days $7zo.oo $ 1s,aao.oo
Construction -Pipe Mill Load Out & Receiving o Days $o.oo $ -
Construction - 1 Material Clerk o Days $o 00 $ -
Construction -Welding Inspector o Days $o.oo $ -
Construction -Cost Tracking and Scheduling - 1 Inspector o Days $o.oo $ -
Construction -Utility Inspector o Days $O.oo $ -
Pipe Mill QA Inspection - 1 Inspector o Days $o.oo $ -
Pipe Coating QA Inspection - 1 Inspector o Days $o.oo $ -
Heat Induction Bend QA Inspection - 1 Inspector o Days $o.oo $ -
FIELD INSPECTION SUB TOTAL $ 19,440.00 $ -
CONTRACTINSTALLATION:
Base Lay - 30" x 0.500" pipe, 40 ft. jts. (Includes: Clearing, Hauling,
Handling, Stringing, Welding, Coating, 4 Hr Pre-test & 8 Hr Post
Hydrotesting, Dewatering, Drying, Digging, Shoring, Clean-Up, Final
Grading, Drilling Rig setup and take down, Temporary Fencing,
Dispose of Debris/Rocks/Brush, Fencing, Replacing Shrubs or Trees,
etc.)
30o
LF
$s~3.oo
$ zsl,soo 00
Boring under Orange Street's Right of Way (Provide Boring Machine,
Bore Boxes, Pumps, Drilling, Mud & Disposal, Pull Head, Pull Back,
Clean-Up, etc.)
15o
LF
$350.00
$ sz,soo_oo
Complete Weld EII P.I. Tie-in Fabrication on Each Side of Bore z E 3, a7,3oo.00
Page1of4 ~~~~~ I H 1
5 of to
Field Coat Field Joints 1s Ea $300.00 $ s,aoo.oo
Transition Pipe and Tie-Ins on Each Side of Bore 2 EA $1,a75.oo $ 3,750.00
Separate Topsoil in all disturbed Areas aoo LF $5.00 $ 2,000.00
Resod Disturbed Yard Areas 2 EA $a,soo.oo $ s,soo.oo
Furnish, install, maintain, remove, and dispose of silt fence. soo LF $8.00 $ s,aoo.oo
Obtaining and Hauling Hydro Test Water (for Pre-Test and Post Test)
(34.3104 Gallons/Foot) 11500 Gallons $0.25 $ 2,875.00
Disposing of Spent Hydro Test Water at approved disposal site. 11500 Gallons so.32 $ 3,sao.oo
Well Points 2 Sets $12,000.00 $ 2a,ooo 00
Assist Operations on installing a blow down silencer at ETC's MLV.
Costs includes picking up silencer at Pearland, Texas, Completing
some minor piping fabrication for the installation. Remove and return 1 Ea $a,soo.oo $ a,5oo 00
silencer to Pearland.
Furnish, install, maintain, and operate air movers, air compressor and
fuel (2 - 12 hour days, 2 trucks, 2 airmovers, 2 compressors). 2a Hours $125.00 $ 3.000.00
Pig Clean the existing pipe between tie-in points on each side of
Orange Street, Remove the replaced crossing pipe including the
carrier pipe inside of the 36" casing pipe, Cut into 40 foot joints, Haul 300 LF $3s.oo $ 1o,soo 00
removed pipe to ETC's Pearland Warehouse in Pearland, Texas.
Removed existing vent pipes, cap vent pipes and 36" casing pipe with
steel plate at Orange Street right of way limits, furnish and fill
abandoned 36" casing section with grout. (Costs to include furnishing 7s LF $as.oo g 3,555.00
the steel plate.)
Haul Surplus Materials to ECT's Victoria Warehouse in Victoria,
Texas. 1 Load $1,500.00 5 1,500.00
Collect, Haul, and Disposal of pipeline liquids. s BBL 5150 0o s 750.00
CONTRACT INSTALLATION SUB TOTAL S 473,210.00 $ -
FIELD DIRECT SUB TOTAL $ 517,780.00 $ -
CONTINGENCIES ~ -
FIELD DIRECT SUB TOTAL WITHOUT CONTINGENCIES $ 517,780.00
TOTAL INSTALLED COST (Labor + Material) $ 706,523.60
CONTINGENCIES g -
TOTAL INSTALLED COST (Labor + Material) WITHOUT CONTINGENCIES $ 706,523.60
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EXHIBIT A- ~
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Page 2 of 4
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME: HOUSTON PIPE LINE COMPANY, L P
PROJECT NAME: City of Pearland Orange Street Widening -HPL 30" (3023j Texas City Jct. Baytown Line Reiocaticn
PIPELINE NAME HPL 30" (3023) Texas City Jct. -Baytown Pipeline
AFE NUMBER: 19100453
ETC PROJECT MANAGER: Emily Terry
ETC CONSTRUCTION MANAGER: Ron Surber
PEGASUS PROJECT MANAGER: Rodney Rogers
REVISION NUMBER:
PROJECT SUPPORT COSTS
Est.
Quantity
Est.
Unit
A.F.E.
Uni[ Cost A.F.E.
COST
ESTIMATE
ENVIRONMENTAL
Permittin S ent h drostatic water is to hauled to an a roved dis osal well. 0 EA $0.00 $
Environmental Ins ection Burin Construction 0 Da s $0.00 $
ENVIRONMENTAL SUB TOTAL $ - $ -
RIGHT OF WAY
Ri ht of Wa A ent 20 Da s $500.00 $ 10,000.00
ROW Easement Ac uisition Costs 0 Rods $0.00 $
Tem ora Work S ace and Dama es 4 Land Owner $1,000.00 $ 4,000.00
Reimbursement Packa a Pre aration 0 Hrs $0.00 $
RIGHT OF WAY SUB TOTAL $ 14,000.00 $ -
DISTRICT LABOR
Support for Slowdown, Purge and Pack Activities (4 men for 48 Hours) 192 Hrs $50.00 $ 9,600.00
Support to operate valves and maintain sales stations (2 men for 48 Hours) 96 Hrs $50.00 $ 4,800.00
Expenses 1 Ea $250.00 $ 250.00
DISTRICT/FIELD OPERATIONS LABOR $ 14,650.00 $ -
ENGINEERING
ENGINEERING-COMPANY Engineering 0 Hrs $0.00 $ -
ENGINEERING -CONTRACT Project Management, Preliminary
Engineering, Preparing Cost Estimates,
Materials Request and List Preparation,
Scope of Work, Assist in Bid Documents
57
rs
175.00
27,475.00
Detailed En ineerin 90 Hrs $160.00 $ 14,400.00
Drafting -Test Sheet, Notes, and Vicinity Map (1 Dwg.) 12 Hrs $105.00 $ 1,260.00
Drafting - PreTest Sheet (1 Dwg.) 6 Hrs $105.00 $ 630.00
Draftin -Plan and Profile (1 Dwg.) 160 Hrs $105.00 $ 16.800.00
Drafting -Tie-In/Offset Details Plan and Profile (2 Dwgs.) 143 Hrs $105.00 $ 15,015.00
Drafting - Pla[s 0 EA $ -
Drafting - Tempoary Work Space Drawing (1 Dwg.) 12 Hrs $105.00 $ 1,260.00
Draftin -Removal Drawing (1 Dwg.) 8 Hrs $105.00 $ 840.00
Drafting - Checkin and Pick up Corrections/Comments 24 Hrs $105.00 $ 2.520.00
Material Purchasing 8 Hrs $125.00 $ 1,000.00
Material Expediting and Tracking and Job Books 24 Hrs $70.00 $ 1,680.00
Cathodic Protection Design and Installation 0 Hrs $0.00 $ -
AC Mitigation Design 0 Hrs $0.00 $
Aerial Photography 0 Hrs $0.00 $
Cost Tracking 0 Hrs $0.00 $ -
Schedule preparation/tracking/reporting 0 Hrs $0.00 $ -
Outside Services (Soil Boring for directional drills) 0 EA $0.00 $
As-Builts Drawin s (To Be Performed by Pe asus) 40 Hrs $105.00 $ 4,200.00
Printing (7 Dwgs.) 6 Sets $141.75 $ 850.50
Reprographics 0 Sets $0.00 $
FedEx 10 Pk $25.00 $ 250.00
Expenses 1 EA $250.00 $ 250.00
ENGINEERING SUB TOTAL $ 8 430.50 $ -
Pagetof2 ~~~~ J' I ~ ~ I
~' ~F ~O
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME: HOUSTON PIPE LINE COMPANY, L P
PROJECT NAME: City of Pearland Orange Street Widening -HPL 30" (3023) Texas City Jct. -Baytown Line Relocation
PIPELINE NAME HPL 30" (3023) Texas City Jct. -Baytown Pipeline
AFE NUMBER: 19100453
ETC PROJECT MANAGER: Emily Terry
ETC CONSTRUCTION MANAGER: ROn Surber
PEGASUS PROJECT MANAGER: Rodney Rog s
REVISION NUMBER:
PROJECT SUPPORT COSTS
Est.
Quantity
Est.
Unit
A.F.E.
Unit Cost A.F.E.
COST
ESTIMATE
GAS LOSS (Slowdown ,Purge, 8 Pack)
8,108 feet of 30" O.D., 0.312" W.T. of Pipe @ 590 psig Operating Pressure
Calculated usin PV=nRT
2107.754
mmbtu
$9.10
$ 19,180.56
GAS LOSS SUB TOTAL $ 19,180.56 $ -
PROJECT SUPPORT SUB TOTAL BEFORE "OTHER"CATEGORIES $ 136,261.06 $ -
Income Tax Gross-U Char e NOT INCLUDED 0 $0.00 $
Overhead (10 % )) 1 EA $ 84,278.47
AFUDC (NOT INCLUDED) Number of Days = 0 0 $0.00 S
OTHER SUB TOTAL $ 84,278.47 $ -
PROJECT SUPPORT SUB TOTAL $ 220,539.53 $ -
CONTINGENCIES 5
PROJECT SUPPORT SUB TOTAL WITHOUT CONTINGENCIES $ 220,539.53
TOTAL ESTIMATED COST FOR ENTIRE WORK ORDER $ 927,063.13
CONTINGENCIES $ -
TOTAL ESTIMATED COST FOR ENTIRE WORK ORDER WITHOUT CONTINGENCIES $ 927,063.13
s openuonsns B ~~~=~~+=nma~ME oieceV00BYWieaAOeune+ r~nB~!ciM~ea,u~aVCas~ESUma,a C~ryaae.n.~a Or.~pe S,reat Wiaen~nv Aaixa~ron,ia~s~mma~y wnn cmien sw~
EXHIBIT A-
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Page 2 of 2
HOUSTON PIPE LINE COMPANY, L. P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME: HOUSTON PIPE LINE COMPANY, L. P.
PROJECT NAME: City of Pearland Orange Street Widening -HPL 30" (3023) Texas City Jct. -Baytown Line Relocation
PIPELINE NAME HPL 30" (3023) Texas City Jct. -Baytown Pipeline
AFE NUMBER: 19100453
ETC PROJECT MANAGER: Emily Terry
ETC CONSTRUCTION MANAGER: Ron Surber
PEGASUS PROJECT MANAGER: ROdney ROgerS
REVISION NUMBER:
RISK FACTORS
1. Weather dela s.
2. Obtaining Temporary Work Space.
3. Material hot shot and expediting requirements.
4. Encountering extensive ground water.
5. Actual bore does not align with drawings. Additional ells may be required due to existing pipeline alignment.
6. Encountering unstable soil conditions.
5 pa bons-FSSeI MgI\nP~lEncroachmenlWEPWrojecls13006\Wt9a-CroumyelOranBeSl.CiryomeailentlVCosl ESlimaie City of Pearlantl panpe 5oeel W~tlan~nB Reiacehon.ala~5ummerymlh Pmlect Scope
EXHIBIT A~ I
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Page 1 of 1
HOUSTON PIPE LINE COMPANY, L.P.
PROJECT COST ESTIMATE
September 11, 2008
CUSTOMER COMPANY NAME: HOUSTON PIPE LINE COMPANY, L.P
PROJECT NAME: City of Pearland Orange Street Widening -HPL 30" (3023) Texas City Jct. -Baytown Line Relocation
PIPELINE NAME HPL 30" (3023) Texas City Jct. -Baytown Pipeline
AFE NUMBER: 19100453
ETC PROJECT MANAGER: Emily Terry
TC CONSTRUCTION MANAGER: Ron Surber
PEGASUS PROJECT MANAGER: Rodney Rogers
REVISION NUMBER:
PROJECT CONTACT LIST
Name Title Office Pager Cell
Emily Terry ETC Right-of-Way Agent 832-668-1256 N/A 713-594-9089
Robert Oravetz ETC Regional Manager 281-652-2207 281-262-4249 713-299-8394
Merl Vaneck ETC Pipeline Oper. Supervisor 281-652-2472 281-262-1684 713-483-4305
Gary Hall ETC Pipeline Tech 281-652-2214 281-490-5572 281-850-3129
Richard Spell ETC Environmental 832-668-1392 N/A 713-408-0437
Ron Surber ETC Manager of Constr. 832-668-1463 713-318-1458 713-569-5619
Buck Thomas ETC Meas. 281-652-2235 713-306-0798
Rodney Rogers Pegasus Project Mgr. 713-365-8338 N/A 713-962-3045
Andy Taylor Pegasus Survey Mgr. 713-463-4905 N/A 281-610-6403
S pe tion¢Aecel Mgt\VtPLlErcrcacttmenMEPWrolecra136g6b61 gaLrassirgalOrengeSt.GlwlPearlandyCOSr Eaumare CM ui Prarara Orange 5rreer Wpenmg Reiocatron ps~SUmmary vmn Prgecr5mpe
EXHIBIT A- I
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