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HomeMy WebLinkAboutResolution - 2696 - Standard Utility Agreements - THPTC - Utility Relocations, I27 Construction - 12/10/1987DGV:da RFSnI IITinN Resolution #2696 December 10, 1987 Item #25 WHEREAS, the City Council of the City of Lubbock deems it to be in the best interest of the citizens of the City of Lubbock to expedite the construction of I-27 through Lubbock by eliminating the need to return to the City Council with each individual Standard Utility Agreement with the State of Texas; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock such Standard Utility Agreements with the State Highway and Public Transportation Commission for the relocation of utility facilities in connection with the construction of the I-27 Highway through the City of Lubbock as may be necessary during the course of such construction, a copy of which Standard Utility Agreement, attached herewith, shall be spread upon the minutes of this Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this loth day of December , 1987. J'. . C. McMINN, MAYOR ATTEST: Ranetle Boyd, City Secretary APPROVED AS TO CONTENT: Carroll McDonald, Director of Electric Utilities APPROVED AS TO FORM: D6n'ald G. Vandiver, Firs Assistant City Attorney Res. #2696 Stat¢ Departtaent of Highways .. l and NVUC Ttanspotlkion Form D-15-35 Page 1 of 2 Rev. 546 Standard Utility Agreement FEDERAL -AID INTERSTATE ' Agreement No. U— y" 9 COUNTY Lubbock ACCOUNT NO. 9005-27 ,, �¢ PROJECTNO. 1-27-7 (8) 305 HIGHWAY NO. IH -27 From Broadway, South 0067-07-063 20th St. in -Lubbock CSJ NO. CONTRACT NO. ©S85"SMj�o 3' _ This Agreement by and between the State of Texas, acting by and through the State Highway and Public Transpor- tation Commission, hereinafter called the State, and c ity of I,,hbo k (Lubbock Power and Light) hereinafter called the Owner, acting by and through its duly authorized representative, shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the State has deemed it necessary to make certain highway improvements on the Interstate System as designated by the State and approved by the Federal Highway Administration generally described as follows: County Lubbock Highway IH -27 located from Loop 289 North, South to _ Loop 289 South, in Lubbock and WHEREAS, the State will participate in the costs of relocating and adjusting certain facilities to the extent as may be eligible for State participation under Art. 6674w-4, V.A.C.S., and which costs are eligible for Federal participation; and WHEREAS, the State will request Federal participation in payment of the costs incurred in the adjusting of Owner's facilities under the provisions of Federal -Aid Highway Program Manual 6-6-3-1, issued by the U.S. Department of Transportation Federal Highway Administration on September 6, 1985, and amendments thereto; and WHEREAS, execution by the State will constitute approval for the Federal Highway Administration under authority of Paragraph 11 of FHPM 6-6-3-1; and. WHEREAS, this proposed highway improvement will necessitate the relocation or adjustment of certain facilities -of Owner as indicated in the following statement of work: Facility removal/revision in IH -27 R.O.W. (Station #275 to 303+50) and such work is shown in more detail in Owner's preliminary plans, specifications and cost estimates which are attached hereto and made a part hereof, and which are prepared in the form and manner required by FHPM 6-6-3-1, and amendments thereto; and WHEREAS, the State desires to implement the relocation or adjustment of Owner's facilities by entering into an agreement with said Owner as soon as possible; NOW, THEREFORE, BE IT AGREED: The State will pay to the Owner the costs incurred in relocating and adjusting Owner's facilities up to the amount said costs may be eligible for State participation and which costs are eligible for Federal cost participation. The Owner has determined that the method to be used in developing the relocation or adjustment costs shall be as specified for the method checked and described hereafter: ❑ (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 State. ❑ (3) An agreed lump sum of $ , as supported by the analysis of estimated costs attached hereto. y� S sial, Dggpartmem of Hlghways " and Pa Uc Transportation Form D -M35 Page 2 of I Rev. 546 If costs are developed under procedure (1) or (2) as before specified, the State will, upon -satisfactory completion of the relocation or adjustment and upon receipt of final billing prepared in form and manner as prescribed by FHPM 6-6-3-1, and amendments thereto, make payment in the amount of 90% of the eligible costs as shown in the final billing prior to the required audit and after such audit shall make final payment in an amount so that the total payments will equal the amount found eligible for State reimbursement by the fmal audit. When requested, the State will make intermediate payments at not less than monthly intervals to Owner when properly billed and such payments will not exceed 80% of the eligible cost as shown in each such billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. If costs are developed under procedure (3) as before specified, the State will, upon satisfactory completion of the relocations and adjustments and upon receipt of a billing prepared in acceptable form, make payment to Owner in Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Owner to proceed with the necessary relocation or adjustment, and the Owner agrees to prosecute such work diligently to completion in such manner as will not result in avoidable interference or delay in either the State's highway construction or in the said work. Such authorization to proceed shall constitute a commitment on the part of the State that the utility relocation has been included in an approved program as an item of right of way acquisition or construction, that a project agreement which includes the work will be executed, and that the utility relocation will be required by the final approved project agreement and plans. Form D-15-48 enclosed with Owner's preliminary estimates attached to this agreement, is approved as complying with Paragraph 9 of FHPM 6-6-3-1, and Owner is authorized, but not required, to contract such work. The preliminary estimate will indicate the exterit to which work is to be performed under each contract. Other work sh4ll ' be contracted by Owner only with -approval of the State in accordance with FHPM 6-6-3-1. The Owner will carry out said relocation and adjustment, accurately record the costs, and retain such, records in ac- cordance with applicable rules, regulations and procedures and all other provisions of FHPM 6-6-3-1, and the costs paid by the State pursuant to this agreement shall be full compensation to Owner for all costs incurred.by Owner in making such relocation and adjustment. , Bills for work hereunder should be submitted to State not later than 90 days after completion of the work. In the event it is determined that a substantial change from the statement of work contained in this agreement is required, reimbursement therefor shall be limited to costs covered by a modification of this agreement or a written change or extra work order approved by the State. It is expressly understood that this agreement is subject to cancellation by,the State at any time up to the date that work under this agreement has been authorized and that such cancellation will not create any liability on the part of the State. The Owner by execution of this agreement does not waive any of the rights which Owner may Iegally have within the limits of the law. '- OW14ER: CITY OF LUBBOCK (LP&L) ATTES DATE: Dprpmhpr 1f), 19A7 APPROVE AS TO CONTENT: Ca ml ieMcDonald, Director of Electric APPROVED AS TO FORM: Donald G. Vandiver, First Assistari City Attorney Execution Recommended: THE STATE OF TEXAS Certified as being executed for the Purpose and effect of activating and/or carrying out the orders, established Policies, or work programs heretofore approved and authorized by the State Highway and Public Transportation Commission, BY: �- %,.�./''�j��Rig�ht/of Way Engineer Date I Lubbock Power and Light Company proposes to abandon the majority of their faci- lities that are located within the I.H. 27 right-of-way corridor from Broadway Avenue to just south of 19th Street. An exception will be to replace the overhead power line currently located on the north side of 18th Street with an underground installation. Previous approval from Austin will allow the trenching and placement of the underground conduit run at 18th Street to be accomplished by the contractor for the City of Lubbock's water and sewer adjustments at the same location. The existing overhead power line located between Avenue A and Avenue B from 17th Street to 19th Street will have to be re -insulated and upgraded and a new segment of line will have to be built from 17th Street to 14th Street along the east side of Avenue B to allow LP&L to continue to serve its customers at the corner of 14th Street and Avenue B. The service lines at 14th and Avenue B are of the older and heavier copper lines and will need to be replaced by lighter aluminum lines to compensate for the new direction of feed to the customer and the inability to place down guys to sup- port the new and different angles of strain incurred as a result of having to feed the area from another source. Work to accomplish the adjustments outlined in this agreement should begin within two weeks upon notification of approval and should be completed within sixty days. v > ... S �« � 1-27 SUMMARY SHEET BROADWAY TO 20th ST. PROJECT (1-27 Sta. #275 To 303+50) MATERIALS REQUIRED FOR JOB .A $ 14,736.01 MATERIALS REQUIRED FOR JOB B 41,900.12 56,636.13 + 7.5% Whse. Charge 4.247.71 TOTAL NEW MATERIALS REQUIRED $ 60,883.84 SALVAGE MATERIALS REMOVED Value if New Material: 28,129.85 ` Estimated Salvage Value: 9,275.00 * Actual Salvage Value will be allowed (9,275.00) when reuseable materials are checked into Warehouse. LABOR FOR JOB A 35,365.28 LABOR FOR JOB B* 4,365.68 *Engineering & drafting labor for Job B was included in Job A labor. 39,730.96 + 35% Benefits Package 13,905.84 53,636.80 VEHICLE CHARGES JOB A 7,642.80 JOB B 541.70 8,184.50 TOTAL ESTIMATED PROJECT COST $ 113,430.14 s CITY OF LUBBOCK EMPLOYEE BENEFITS PACKAGE INSURANCE PROGRAMS 7.2% (Medical, Dental, Life, Worker's Compensation, etc.) RETIREMENT PROGRAMS - (Texas Municipal Retirement, Social Security) PAID LEAVE (Vacation, Sick Leave, Holidays, etc.) OTHER BENEFITS PROGRAMS (Stability Pay, Education Incentive Pay, etc.) TOTAL BENEFITS: 14.0% 11.7% 2.1% 35.0% 0 NEW MATERIALS JOBS A S B WHSE. NO. E -3P-5 E -3P-4 E -3P-3 E -3P-2 E -9C-24 E -9C-4 E -IOC -8 E -9C-2 E- 1 -OC -4 E-IOC- 11 E-36-2 E-26-3 E -W-6 E -9C-3 E-1OC-5 E -3C-7 E -IOC -6 E -2B-24 E-26-11 E-26-10 E-26-9 E-26-47 E-26-46 E -2N -I E -2N-6 E -W-4 4-27 PROJECT ' BDWY. TO 20th ST. NEW MATERIALS NEEDED FOR JOB "A" DESCRIPTION QUANTITY 50' Pole 2 45' Pole 6 40' Pole 7 35' Pole 2 Extra Heavy 8' Hughes D.E. 4 10' X -Arm 1 62" X -Arm Brace (pr.) 1 8' X -Arm 56" X -Arm Brace (pr.) 26" X -Arm Brace (pr.) 3/8" Carrage Bolt }" x 10" Machine Bolt " Sq. Washer 10' Alley Arm 10' " " Brace 8' Alley Arm 8' It If Brace 5/8 X 18" D. A. Bolt 5/8 x 14" Machine Bolt 5/8 x 1211 " 11 5/3 x 10" It 1' 5/8 x 12" Eye Bolt 5/8 x 10 5/8" Eye Nut 5/8" Locknut 5/8" Sq. Washer Sheet l of 3 Sheets UNIT PRICE $ 222.82 176.73 130.35 101.62 127.31 16.78 10.62 9.23 12.35 3.68 .29 .85 .11 14.30 28.71 10.20 21.79 1.63 .81 .72 .61 1.99 1.86 1.23 out, .14 COST 445.64 1 , 060.3E 912.45 203.24 509.24 16.78 10.62 230.75 1'2.35 84.64 16.24 23.80 3.08 14.30 28.71 10.20 21.79 44.01 8.91 41.04 10.98 29.85 9.30 51.66 16.80 23.52 L Sub -Total 1 $ 3,840.28 NEW MATERIALS - JOB A CONT•'D WHSE.-NO. DESCRIPTION QUANTITY UNIT PRICE COST 1 Sub -Total From Page 1 $ 3,$40.28 E-1-9 151N Insulator 61 1.92 117.12 E-21-5 5/8" Insulator Pin 59 2.74 161.66 E-21-2 Ridge Pin 2 3.24 6.48 E -I';-32 Disc. D.E. Insulator 102 5.41 551.82 E-t'I-11 #680 Insulator Spool 22 .48 10.56 E -a-1 Secondary Rack 22 1.61 35.42 E -2W-3 3/8" H.S. Guy Wire .273lbs/ft. 390#/1429' .47/ft. 671.63 E -2W-34 3/8" Guy Grip 44 2.08 9-1 .52 E -II -2 3/8" Glass Strain 21 11.49 241.29 E -2A- 16" Anchor 5 -TU 4U E -2A-8 3/4" Anchor Rod 8 10.67 85.36 E -2W-5 V H.S. Guy Wire .52#/ft. 288"/150# ..39/ft. 112..32 E -2W-33 I" Guy Grip 12 6.22 74.64 E-1-24 #" Glass Strain 6 15.52 93..1.2 E -2A-9 24" Anchor 5 17.18 85.90 E -2A-10 1" Anchor Rod 5 17.13 85.65 E -3P-25 Pole Band 8 14.26 114.08 E -3P-26 Connecting Links (pr.) 8 2.15 17.20 E -2W-36 Guy Attachment 27 3.89 105.03 E -2L-4 P Lag Screw 51 -33 16.83 E-1-22 Guy Roller 1 1.63 1.63 ..E -2W-12 Guy Gluard 12 3.60 43.20 E -3C-32 4/0 ACSR D.E. Strain Clamp 10 7.44 74.40 E -A-120 4/0'Wraplock Tie 9 1.67 15.03 E -3C-1 1/0 ACSR D.E. Strain Clamp 5 4.69 23.45 E -A-119 1/0 ACSR Wraplock Tie 9 14.4 Sheet 2 of 3 Sheets Sub -Total $ 6,730.82 NEW MATERIALS,- JOB'A CONT'D b WHSE.� NO DESCRIPTION QUANTITY UNIT PRICE COST Sub --Total from P . 2 $ 6,730.82 E- W-1 #4 ACSR Conductor .067 lbs/ft. 265#/3950' .94/lb 249.10 E-3C-1 #4 ACSR D. E. Strain Clamp 28 5.29 148.12 E-A-118 #4 ACSR Wraplock Tie 18 1.85 33.30 E-D-15 1/0 AAC D.E. Bail 3 3.98 11.94 .E-D-7 #6 Cu. Clevis 14 3.01 42.14 E-D-8 #6 Cu. D. E. Bail 6 3.51 21.06 E-6W-21 4/0 Quad Service Wire 150' 1.00/ft. 150.00 E-3C-29 4/0 Wedge Clamp 7 1.64/ft. I'1.48 E-6W-20 1/0 Quad Service Wire 310' .57/ft. 176.70 E-3C-28 1/0 Wedge Clamp 8 1.08 E-6W-13 #4 Quad Service Wire 210' 29/ft. 60.90 E-6W-5 E--N-18 #4 Triplex #4 Wedge Clamp 40' 5 20/ft. 67 8.00 ` � 3. 35 E-F-3 7.9KV, IOOA Cutout 3 43.49 145-47 E-3L-2 Cutout/L.A. Combination Unit 11 68.72 755.92 1-3P-31 Transformer Cluster Hanger 1 80.21 90.21 E-3C-10 5/8'' Ground Rod E-3C-11 5/811 " Clamp 3 •73 2.)9 E-2W-13 Wood Moulding (8' Joints) 72 .37 26.64 E=2W-18 Wood Moulding Staples 45 .27 12.15 400:5 CT Transformers 3 27. 5 32. E-D-6 #4 Cu. D.E. Bail .42 0 KVA 7200 v - 120/240 v Conv. XFMR 4 773.00 3,092.00 5 KVA, 7200 v - 120/240 v Conv. XFMR 3 546.00 1,633.00 15 KVA, " 'E " 2 406.25 812.50 10 KVA, 1 413.95 413.95 Sheet 3 of 3 Sheets Sub -Total $ 14.,736.01 7.5% Whse. Chg. 1,105.20 TOTAL $ 19.841.21 1-27 MATERIAL . 18th Q< E "JOA B" WHSE.NO. ;QUANTITY 1 DESCRIPTION COST EACH{ TOTAL COST ---------- i --------- i ------------------------- 1_______.____• E -7C-6'2 4100' 15"PLASTIC CONDUIT .55 2255.00 ---____-- ; ---------- 1 _____-___-_--..-____________ ____---•__-- 1 ----___.:.____-_- E-7C-60 i. 60" 15"STEEL CONDUIT 1 8.51 � 510.60 -------------------------- i --,- E-7C-59 1 240 15"ALUMINUM CONDUIT 1. 4.96 1.19Ca.40 E -?C-•12 1 6 15"STEEL ELL 1 86.06 688.48 --------------------------- ---------- ---__------____-_ E -6C-74 1 4 15"CABLE SUPPORT 22.92 1 91.68 1 -------------------------- ---------- 1 ____--__-_______ E -7C-64 8 15"STEEL/PLASTIC ADAPTOR 1 5.33 42.64 _________ _________ 1 ---------------------------- �---_____-- � ---•-_-___-_-_---- E-7C-70 24 15"CONDUIT STRAP 1 2.58 61.92 -------_____ 1 ___--- _____--- ____-_-_-_---- !----______ __--- ....--___....__-_ F_ -SG -981 16 15"CONDUIT VENT 49.45 791. ► ------------------ __-- 1 --------------------------- ---__-__-----__-_ E -7C-68 6 124"CONDUIT SUPPORT 1 13.67 02.(--)2 _________ 1 --------------------------- E --T-•58 12 :500 MGM SHIELDED POTHEAD 1122.74 1 1.472.88 __-__-__________________ --------- 1 ------------------ __--___--...______E-I- E- 1-6, 1 2 13 PH.MOUNTING BRACKET 56.74 1 113.48 ---------- ; --------- 1 ----------------------------- --------- E -=L-_ 1 6 1MOV TYPE L..A. 11o4.00 1_ 624.00 ---------- --------- 1 _________________________ 1.______.__.._ ; E -T-47 1 24 !BASIC SHLD ELBOW 650B1_R 1 44.57 1.069.68 _____.___-__-_______-___-_- E-T-48 1 24 :CABLE ADAPTER 65(D--CA-JAB 1 8.32 1 199.68 --------- i - E -T -5o 1 24 1 GROUNDING DEV. 3()-ly[A-JAB 1 1.3.: �5 1 320. 41 i ---------- 1 --------------------------- 1 ___ ___-__ 1 ---------------- E-T-56 1 24 1CRIMP CONNECTOR 500MCM CU,' 9.::-:6 1 224.64 1 ---------- 1 ____ ________ _ _ ____=-_-____ 1 ---------- 1 E -T-51 1 1 !INSULATING PLUG 600 -BIP 1 25.74 1 E -T-49 1 12 1 DEADEND PLUG 600DP 1 27.53 1 .__._-________--________-__-_ 1 _.__--__-- E -•T-57 1 12 1 CONNECTING PLUG 6()( -)CP 1 19.69 1 236.28 ---------- 1 _________ _._________.__ _____ 1 __________ E -3C-10 1 2 15/8">:S' GROUND ROD 1 5.02 1 10.04 ----------; ---------- '----------------------------•---------' ----------------- E-3C-11 1 2 15/8" GROUND ROD CLAMP 1 .75 1 1.50 E -3T-2 1 2 !GROUND LUG 1 1.70 1 3.40 --------- i ---------- i --------------------------- : .--_____--' ---____--_-__-__- E-4W-35 1 72200' 1 500MCII 15KV SHIELDED CE{L . 1 3.40 1 24.480. 00 E -5W-5 1 156B# 1 4/C)BC SD 653.3 KFT 1 1. 0U 1 1.560.00 '._'_______.__ 1 _. ____.... _...__.•_• i---------------------------_._•_____'-- E -6C-71 f 15' 15"3 WAY BASE SPACER i 1.31 1 ^00. 4 E -6C-70 ! 153 15"3 WAY INT . SPACER 1 1 .:'G 198.90 E -6C-69 1 15 15"3 WAY CAP .65 f 99.45 ____----__ ------------------------- ----------- 2 2 : 687 STANDARD MANHOLE 1 1925.00 0 ; 3.850.00 f S ; MANHOLE STACKING RING 20 . 00 1.60.00 f 8 'CABLE RACE'S 1 26.85 14. f3c_a 214.80 __----- —'_ —1— 1- _ E—F-21 i 6 1600 0 AMP DEADBLADES 1 a3.23 1 499. 6 — SUB -TOTAL 41.900.12 +7 1/2%WHSE.CHARGE 3.142.51 ----------------- TOTAL COST $45.042.63 SALVAGE MATERIALS -27 PROJECT BROADWAY TO 20th ST. SALVAGE MATERIALS REMOVED DESCRIPTION QUANTITY UNIT PRICE COST E-4-5 0' Pole 7 $ 222.82 $ 1,559.74 E -'3P-4 45' Pole 13 175.53 2,281.89 E -3P-3 40' Pole 49 130.35 6,387-15" E -3P-2 35' Pole 9 101.62 914.58 E -3P-1 30' Pole 10 66.00 660.00 12' Timber 6 11.49 68.94 E -9C-12 16' Timber 7 28.31 198.17 E-�9C-2.6 20' Timber 4 68.80 275.20 Wood Hughes XFMR Rack 3 65.00 195.00 E -9C-24 8' Extra Heavy Hughes D.E. 1 127.31 127.31 E - 9C-4 16.78 201.36 E -IOC -8 62" X -Arm Brace (pr.) 8 10.62 84.96 E -9C-2 8' -X -Arm 122 9.23 1,126.06 6' X -Arm 8 7.00 56.00 4' X -Arm 1 2.85 2.85 E -IOC -4 :56" X -Arm Brace (pr.) 2 12.35 24-70 E -IOC -11 26" Wooden X -Arm Brace (pr.) 60 3.68 220.80 26" Flat Metal X -Arm Brace (pr.) 43 2.25 96.75 E 36-2 3/8" Carrage Bolt 120 .29 34.80 b.213-3 I" x 10" Mach. Bolt 80 .85 68.00 -W-6 " So. Washer 160 .11 17.60 E -9C-7 8' Alley Arm 1 10.20 10.20 E -IOC -6 8' " '' Brace 1 21.79 21.79 E-213-24 5/8" X la" D.A. Bolt 48 1.63 78.24 E-213-25 5/81' x 20" D.A. " 12 1.95 23.40 E -2B-29 5/8" x 30" " " 2 2.25 4.50 E-215-13 5/8" x 18" Mach. Bolt 20 1.23 24.60 E-26-11 5/8" x 14" " " 75 .81 60.75 Sheet 1 of 4 Sheets Sub -Total $14,825-34 DESCRIPTION BDWY. TQ`20th ST. SALVAGE MATERIALS CONT'D QUANTITY UNIT PRICE COST Sub -Total from P . 1 $ 14,825.34 E-26-10 518 x 12" Machine Bolt 197 .72 141.84 E-28-9 5/8 x 10" " " 43 .61 26.23 E-28-47 5/8 x 12 Eye Bolt 35 1.99 69.65 E-213-46 5/8 x 10 " " 3 1.86 5.58 E-213-48 5/8 x 18" " " 67 2.23 149.41 E -2N-1 /8 " Eve Nut 112 1.23 137.76 E -W-4 5/8" Sq. Washer 910 .14 127.40 E-1-9 15KV Insulator 139 1.92 266.88 E-21-5 5/8" Insulator Pin 308 2.74 843.92 E-21-2 Ridge Pin 10 3.24 32.40 E;1-32 Disc D.E. Insulator 193 5.41 1,044.13 5KV Skirt Insulator 179 1.20 214.80 E -1-14A Secondary Sectionalizer 2 12.40 .24.80 E-1'-14 #506 Float Insulator 43 1.72 73.96 E-1-11 #680 Spool '' 230 .48 110.40 E-11-1 Secondary Rack 230 1.61 370.30 Thimble Eye Bolt 11 .90 9.90 E-1-20 House Knob Insulator 49 1.60 78.40 E -2W-3 3/8" H.S. Guy Wire .273#/ft. 825#/3022' .47/ft. 1,420.34 E-1-2 3/8" Glass Strain 8 11.49 91.92 E -2W-5 V H.S. Guy Wire .52#/ft. 160#/308' .39/ft. 120.12 E-1-24 P Glass Strain 3 15.52 46.56 E -3P-25 Pole Band 6 14.26 85.56 E -,3P-26 Connecting Links (pr.) , 9 2.15 19.35 E -2W -36A Guy Attachments 13 3.89 50.57 E -2L-4 P Lag Screw t8 -33 5.94 Sheet 2 of 4 Sheets I Sub -Total $20,393.46 WHSE:. NO ' BDWY. TO 20th ST. SALVAGE 14ATERIALS CONT'D DESCRIPTION QUANTITY UNIT PRICE COST Sub -Total from Pg. 2 A20,393.46 E -2.W-12 Guy Guard 1 3.60 3.60 E -4W-12 500 MCM W.P.C. 600V Service Wire 315' 1.86/ft 585.90 500 MCM Cu. D.E. 12 2.98 35.76 E -C-30 4/0 Cu. 600V Service Wire 105' .78/ft. 81.90 4/O Cu. D.E. 4 3.95 15.80 E -7W-11 4/0 ACSR Conductor .291 lbs/ft. 4600'/1339 lbs .65/lb. 870.35 E -3C-32 4/0 D.E. Strain Clamp 4 7.44 29.76 E -7W-12 1/0 ACSR Conductor .145 lbs/ft. 1165'/169# .69/lb. 11.6.61 E -4W-7 1/0 Cu. 600V Service Wire 315' .47/ft. 148.05 1/0 Cu. D.E. 5 2.70 13.50• E -3C-1 1/0 & #4 D.E. Strain Clamps 16 4.69 75.04 E -7.W-1 #4 ACSR Conductor .067 lbs/ft. . 4801/166# .94/lb. 156..04 E -3W-8 #2 H.D.B.C. .2 lbs/ft. 6451/129# 1.11/lb. 143.19 #2 Cu. D.E. Bail 7 2.25 15.75 E -7W-3 1/0 AAC Conductor .099 lbs/ft. 120'/111# 1.15/lb. 127.65 E -D-15 1/0 AAC DE Bail 14 3.98 55.72 E -3W-5 #4 Cu. Conductor .126 lbs/ft. 0,195'/1285# .85/1b. 1,092.25 E -D-5 #4 Cu. D.E. Clevis 36 .85 30.60 E -D-6 #4 Cu. D.E. Bail 48 3.42 164.16 E -3W-4 #6 Cu. Conductor, .079 lbs/ft. /1913# .99/lb. 1,893.87 E -D-7 #6 Cu. D.E. Clevis 3.01 322.07 E -D-8 #6 Cu. D.E. Bail L22051 3.51 129.87 2/0 Cu. 600V Service Wire .52/ft. 106.60 2/0 Cu. D.E. 6 2.95 17.70 E -6W-20 1/0 Quad Service 95' .57/ft. 54.15 E -3C-28 1/0 Quad Wedge Clamp 3 1.08 3.24 Sheet 3 of 4 Sheets Sub -Total $26,682.59 'WHSE. NO. DESCRIPTION Sub -Total from Pg. 3 27.55 685' E -6t1-13 #4 Quad 34 •67 E -6W-5 #4 Triplex Service Wire 31.20 280.80 E -3C-18 #4 Wedge Clamp 5KV Cutouts 100 Amp. 578.40 2 E4-3 5KV Combo Cutout/L.A. 7.9KV 100A. Cutout 3 50.00 150.00 100 KVA, 4160 V - 120/240 V. Conv. Xfmr 3 50 KVA, 56.25 3 12.50 37.5 KVA 3 7.50 22.50 25 KVA 15 KVA 5.00 =_75 2 10 KVA 0 7.5. KVA 4160 V transformers are obsolete and are good for scrap value only. i Sheet 4 of 4 Sheets QUANTITY UNIT PRICE COST $ 26,682.59 95' .29/ft. 27.55 685' .20/ft. 137.00 34 •67 22.78 9 31.20 280.80 16 36.15 578.40 2 48.49 96.98 3 50.00 150.00 1 25.00 25.00 3 18.75 56.25 3 12.50 37.50 3 7.50 22.50 1 5.00 =_75 2 3.75 0 Total Salvage 1$ 28,129.85 LABOR & VEHICLE CHARGES z JOBS &B f i F. CREW LABOR: 5 man crew 3 man crew Holedigger LABOR & VEHICLE ESTIMATES BROADWAY TO 20th ST.'PROJECT JOB "All 320 hrs @ $71.42 hr 64 hrs @ $37.80 hr 160 hrs @ $ 8.71 hr ENGINEERING/DRAFTING LABOR: Engineering 184 hrs @ $17.66 hr 200 hrs @ $11.35 hr Drafting 226 hrs @ $12.98 hr 36 hrs @ $ 6.81 hr + 35% Benefits"Package TOTAL LABOR VEHICLE CHARGES: VEHICLE NO. 727 320 hrs @ $ 3.93 hr 747 320 hrs @ $10.19 hr 732 64 hrs @ $ 7.71 hr Air Compressor Unit 782 32 hrs @ $ 2.27 hr Hole Digger Unit 754 160 hrs @ $13.80 hr 702 58 hrs @ $ 6.04 hr TOTAL VEHICLE $ 22,854.40 2,419.20 1,393.60 3,249.44 2,270.00 2,933.48 = 245.16 $ 35,365.28 12,377.85 $ 1,257.60 3,260.80 _ 493.44 = 72.64 2,208.00 350.32 TOTAL LABOR C VEHICLE CHARGES $ 47,743.13 7,642.80 $ 55,385.93 TOTALLABOR....$4,365.68 ' TOTAL VEHICLE ..................... $541.70 TOTAL $4,907.38 ' I-27 LABOR & EQUIPMENT / � 18th & E ^ . �!.. ' ! ` JOB ! ' , ' CREW SIZE OR VEHICLE! HOURS !HOURLY COST: LABOR COST !VEHICLE COST PULL CABLE ! 2 MAN CREW | 16 | 22.96 | 367.36 | . . #982 1 4 | 7.28 | | 29.12 ' � 2 MAN CREW | 16 | 23.77 | 380.32 | #775 | 4 | 25.52 | | 1012-1. 08 �- 2 MAN, CREW | 16 | 20.38 326.08 | � #753 | 8 6.16 | . | 49.28 3 MAN CREW | 16 | 44.82 | 771.12 | #749 | 6 | 6.17 | | 37.02 | --------------------|---------|-----------|-------------|----------- . | | | __ ' CABLE TERMINATIONS �t | } | ) . 3 MAN CREW | 36 i 44.82 | 1,613.52 | #749 | 24 | 6.17 | | 148.08 --------------------|---------|---------_-|-------------|------------_ STACK RISER & CABLE ` PREPARATION ` 3 MAN CREW | 16 | 44.82 | 717.12 | #749 | 12 i 6.17 | | 74.04 ' 2 MAN CREW | 8 | 23.77 | 190.16 | #775 1 4 | 25.52 | | 102.08 ___________ TOTALLABOR....$4,365.68 ' TOTAL VEHICLE ..................... $541.70 TOTAL $4,907.38 No Text INDEX STANDARD UTILITY AGREEMENT SUMMARY SHEET BID SHEET FOR SETTING STEEL POLES NEW MATERIALS ESTIMATED COST FOR STEEL POLES SALVAGE MATERIALS LABOR CHARGES VEHICLE CHARGES RIGHT-OF-WAY ACQUISITION A Sate Department of Higbwars and Public Transportation Form D -1S -3S - Page 1 of 2 Rev. S-96 COUNTY Lubbock PROJECT NO. 1-27-7(8)305 CSJ NO. 0067-07-063 Standard Utility Agreement FEDERAL -AID INTERSTATE ' Agreement No. ACCOUNT NO. 90O S -27 -13 HIGHWAYNO. IH -77 From Erskine. South 4th St. in Lubbock CONTRACT NO. This Agreement by and between the State of Texas, acting by and through the State Highway and Public Transpor- tation Commission, hereinafter called the State, and City of Lubbock (Lubbock Power and Light) hereinafter called the Owner, acting by and through its duly authorized representative, shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the State has deemed it necessary to make certain highway improvements on the Interstate System as designated by the State and approved by the Federal Highway Administration generally described as follows: County 1 iihhnrk Highway m-77 located from Lnnp 289 Horth, south to I nnn 799 Smith- in i ihhork and WHEREAS, the State will participate in the costs of relocating and adjusting certain facilities to the extent as may be eligible for State participation under Art. 6674w-4, V.A.C.S., and which costs are eligible for Federal participation; and WHEREAS, the State will request Federal participation in payment of the costs incurred in the adjusting of Owner's facilities under the provisions of Federal -Aid Highway Program Manual 6-6-3-1, issued by the U.S.. Department of Transportation Federal Highway Administration on September 6, 1985, and amendments thereto; and WHEREAS, execution by the State will constitute approval for the Federal Highway Administration under authority of Paragraph 11 of FHPM 6-6-3-1; and WHEREAS, this proposed highway improvement will necessitate the relocation or adjustment of certain facilities -of Owner as indicated in the following statement of work: Facility removal/revision in IH -27 R.O.W. (Sta. x'332 to 390) and such work is shown in more detail in Owner's preliminary plans, specifications and cost estimates which are attached hereto and made a part hereof, and which are prepared in the form and manner required by FHPM 6-6-3-1, and amendments thereto; and WHEREAS, the State desires to implement the relocation or adjustment of Owner's facilities by entering into an agreement with said Owner as soon as possible; NOW, THEREFORE, BE IT AGREED: The State will pay to the Owner the costs incurred in relocating and adjusting Owner's facilities up to the amount said costs may be eligible for State participation and which costs are eligible for Federal cost participation. The Owner has determined that the method to be used in developing the relocation or adjustment costs shall be as specified for the method checked and described hereafter: 0(l) Actual direct and related indirect costs accumulated in accordance with a work order accounting procedure prescribed by the applicable Federal or State regulatory body. 10 (2) Actual direct and related indirect costs accumulated in accordance with an established accounting procedure developed by the 'Owner and approved by the State. O (3) An agreed lump sum of $ , as supported by the analysis of estimated costs attached hereto. State Department of Highways and Public Transportation Form D-15-35 Page 2 of 2 Rev. 5-96 If costs are developed under procedure (1) or (2) as before specified, the State will, upon satisfactory completion of the relocation or adjustment and upon receipt of final billing prepared in form and manner as prescribed by FHPM 6-6-3-1, and amendments thereto, make payment in the amount of 90% of the eligible costs as shown in the final billing prior to the required audit and after such audit shall make final payment in an amount so that the total payments will equal the amount found eligible for State reimbursement by the final audit. When requested, the State will make intermediate payments at not less than monthly intervals to Owner when properly billed and such payments will not exceed 80074 of the eligible cost as shown in each such billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. If costs are developed under procedure (3) as before specified, the State will, upon satisfactory completion of the relocations and adjustments and upon receipt of a billing prepared in acceptable form, make payment to Owner in the agreed amount. Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Owner to proceed with the necessary relocation or adjustment, and the Owner agrees to prosecute such work diligently to completion in such manner as will not result in avoidable interference or delay in either the State's highway construction or in the said work. Such authorization to proceed shall constitute a commitment on the part of the State that the utility relocation has been included in an approved program as an item of right of way acquisition or construction, that a project agreement which includes the work will be executed, and that the utility relocation will be required by the final approved project agreement and plans. Form D-15-48 enclosed with Owner's preliminary estimates attached to this agreement, is approved as complying with Paragraph 9 of FHPM 6-6-3-1, and Owner is authorized, but not required, to contract such work. The preliminary estimate will indicate the extent to which work is to be performed under each contract. Other work shall be contracted by Owner only with approval of the State in accordance with FHPM 6-6-3-1. The Owner will carry out said relocation and adjustment, accurately record the costs, and retain such records in ac- cordance with applicable rules, regulations and procedures and all other provisions of FHPM 6-6-3-1, and the costs paid by the State pursuant to this agreement shall be full compensation to Owner for all costs incurred by Owner in making such relocation and adjustment. Bills for work hereunder should be submitted to State not later than 90 days after completion of the work. In the event it is determined that a substantial change from the statement of work contained in this agreement is required, reimbursement therefor shall be limited to costs covered by a modification of this agreement or a written change or extra work order approved by the State. It is expressly understood that this agreement is subject to cancellation by the State at any time up to the date that work under this agreement has been authorized and that such cancellation will not create any liability on the part of the State. The Owner by, �Xecution . of this agreement does not waive any of the rights which Owner may legally have within the limits of the law. OWNER: CITY OF LUBBOCK (LPSL) BY: Execution Recommended: ATTE .tSELRETA DATE: t '' . % ' �, District Engineer THE STATE OF TEXAS APPRO D AS TO CONTENT: Certified as being executed for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and Carroll McDonald,Dir. Of Electric Utilities authorized by the State Highway and Pubiic.Transportation Commission. APPROVED AS TO FORM: �p� �• � _��Al i_� 1 BY: Donald G. Vandiver, First Assistant Right of way Engineer City Attorney Date I-27 ERSKINE TO 4TH ST. PROJECT SUMMARY SHEET * ESTIMATED NEW NEW MATERIALS VEHICLE JOB MATERIALS CREDIT SALVAGE LABOR CHARGES -------------- TOTAL 25716.00 1 ; 26432.08 1 ----------- : 1928.70 ; ; 9251.23 : A ,:$27,644.70 1 :($15,199.07): $35,683.31 1 $50,600.54 1 $98,729.48 1 42971.44 1 : : 66498.50 1 : 3222.86 : : 1 23274.48 ; B : ;$46,194.30 1 :($32,692.92)1 $89,772.98 : $85,455.50 1$188,729.85 j: 20540.84 1 : : 73275.10 1 : 1540.56 : : : 25646.29 : : C,: A 522,081.40 : :($17,697.28)1 $98,921.39 1$112,847.45 1$216,152.96 ; 2138.69 ; ; : 7568.68 : : 160.40 : ( : 2649.04 : : D : $2,299.09 : ; ($5,133.89): $10,217.72 : $3,734.54 : $119117.46 : ESTIMATED COST FOR STEEL POLES: $320,462.00 (INCLUDING COSTS FOR CEMENT & GRAVEL) ESTIMATED CONTRACTED LABOR FOR SETTING STEEL POLES: _ $109472.00 ESTIMATED CONTRACTED LABOR FOR DRILLING FOUNDATION PIERS FOR STEEL POLES: $379850.00 STEEL POLE RIGHT-OF-WAY EASEMENT: $210.00 ** TOTAL PROJECT COST: $883,723.75 **:ESTIMATED.COST ONLY.. ERSKINE TO 4TH ST. PROJECT. TRUMBLE STEEL ERECTORS INC. * SUBMITTED ESTIMATE JOB EQUIPMENT & MEN NEEDED HOURS COST A : ROAD TIME, SET UP TIME, SET POLE: POLE --------------------------------------------------------------------- #1 : CRANE AND 2 MEN. : 3 : 543.00 B 1 ROAD TIME, SET UP TIME, SET POLE: : : POLE --------------------------------------------------------------------- #2 : CRANE AND 3 MEN. : 5.5 1270.50 B : ROAD TIME, SET UP TIME, SET POLE: : 11 POLE --------------------------------------------------------------------- #3 : CRANE AND 3 MEN. : 5.5 : 1270.50 B : ROAD TIME, SET UP TIME, SET POLE: : : POLE --------------------------------------------------------------------- #4 1 CRANE AND 3 MEN. : 5.5 : 1270.50 C ROAD TIME, SET UP TIME, SET POLE: : : POLE --------------------------------------------------------------------- #5 : CRANE AND 2 MEN. : 3 : 543.00 C : ROAD TIME, SET UP TIME, SET POLE: : POLE --------------------------------------------------------------------- #6 1 CRANE AND 1 MAN. 2 � 221.00 C : ROAD TIME, SET UP TIME, SET POLE: : t POLE --------------------------------------------------------------------- #7 CRANE AND 3 MEN. : 5.5 : 1270.50 C : ROAD TIME, SET UP TIME, SET POLE: : : POLE --------------------------------------------------------------------- #8 1 CRANE AND 3 MEN. : 5.5 : 1820.50 C 1 ROAD TIME, SET UP TIME, SET POLE: : : POLE #9 : CRANE AND 3 MEN. I 5.5 : 1820.50 C 0 ROAD TIME, SET UP TIME, SET POLE: : : -------- POLE --------------------------------------------------------------------- #10: CRANE AND 1 MAN. : 2 : 221.00 C : ROAD TIME, SET UP TIME, SET POLE: : : POLE --------------------------------------------------------------------- #11: CRANE AND 1 MAN. : 2 221.00 ESTIMATED COST TO SET STEEL POLES: $10,472.00 rumble Crane And Rigging 420 Erskine P.O. Box 2854 Lubbock, Texas 79408 763-4910 July 15,1988 City of Lubbock RE: Erskine street to P.O. Box 2000 4th street project Lubbock, Texas 79457 Pole #1 Road time, set up time, set pole: 3 hrs. Crane and two men $543.00 Pole #2 Road time, set up time, set pole: 5.5 hrs. ,;,._Crane and three men $1,270.50 Pole #3 '.-Boaa.time, set up time set Crane and three men $1,270. Pole #4 Road time;, -'set up time, set Crane and three -..men $1,270. Pole #5 Road time, ----set-up time, set Crane and tw6- men $.5,43.-QO Pole #6 Road time, set up t e, Crane and one man $22`x: le: 5.5 hrs. le`5.5 hrs. �yy 3`hrs le: . Xe., 2 hrs Pole #7 Road time,; seta up time, e:E 5;5 hrs i Crane and ,tthree men{ ;�5$-4.Z7. Pole #8 Road time,',,set-;up time, set pois..:; �I Crane and three men $1,820.50 Pole #9 Road time, set up time, set pole: 5.5 hrs. Crane and three men $1,820.00 0 Pole # 10 Road time; set up time, .2 hrs. Crane and one man $221.00 Pole #11 Road time, set up time, .set pole: 2 hrs. Crane and one man $221.00 Respectifully submitted, 1 Charles Trumble BLACKIE TRUMBLE DALE TRUMBLE CHARLES TRUMBLE Page is too large to OCR. Page is too large to OCR. MAP IN FILE SEE RESOLUTION