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HomeMy WebLinkAboutResolution - 2524 - Standard Utility Agreement - TDHPT - I27 Construction Project - 02/12/1987Resolution #2524 February 12, 1987 Agenda Item #19 JWF:dw !"l-k111ti"I 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, a standard utility agreement with the State of Texas Department of Highways and Public Transportation related to the Interstate Highway No. 27 construction project attached herewith, which shall be spread upon the minutes of the 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 12th. day of Feb roar; , 1987. C. McMINN, MAYOR ATTEST: nette`�oyd, City Secretary APPROVED AS TO CONTENT: Guy Wi son, Senior Utilities Engineer APPROVED AS TO FORM: J. o th Fullingim, Assistant Ci Attorney �r February 16, 1987 THE STATE OF TEXAS § COUNTY OF LUBBOCK § CITY OF LUBBOCK § I, Ranette Boyd, City Secretary for the City of Lubbock, Texas, hereby certify that the attached document is a true and correct copy of Standard Utility Agreement for Project No. I-27-7 (8) 305, as filed with Resolution #2524, and remains on file in Office of City Secretary. Resolution #2524 passed February 12, 1987. If I were called upon to testify, I would testify as to my position as City Secretary and that these records accurately reflect the records on file in this office. TO CERTIFY WHICH, witness my hand and seal of the City of Lubbock, Texas this 16th day of ary, 1987. (Seal) Rane to Boyd, City Secretary Sts .e Department of Highways and Public Transportation Form D-15-35 Page 1 of 2 Rev. 5-86 COUNTY LUBBOCK Standard Utility Agreement FEDERAL -AID INTERSTATE Agreement Noel -744`71 A ACCOUNT NO. 9005-27-13 #2524 PROJECT NO. 1-27 -7 (8) 305 HIGHWAY NO. INTERSTATE 27 CSJ NO. 0067-07-063 CONTRACT NO. 0 'r 7_ S9r_ <D0 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 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 North Loop 289 to U.S. 62 (19th Street) 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: Water and Sanitary Sewer Utility Adjustments for the City of Lubbock from 19th Street to 13th Street/ 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: ❑ (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. ® (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. .�r State Department'of Highways and Public Transportation Form D-15-35 Page 2 of 2 Rev. 5-86, 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 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 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 execution 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 r By: ,e% - S &g re B. C. McMinn 'INA.- MAYOR Execution Recom nded: ' trict ngineer Date: b r u ar y 12, 1.98 / THE STATE OF TEXAS " ATT T ' Certified as being executed for the purpose and effect of activating and/or carrying an Boyd, Ci y Secre r out the orders, established policies, or work programs heretofore approved and APPROVED A� CONTE T: authorized by the State Highway and Public Transportation Commission. uy son, Sr, Util. Engi'neer BY: APPROVED AS TO FO M: I,, %R�ightofWayEngineer Date or u ingim, sst.CityAToft rney State Department of Highways and Public Transportation Form D-15-48 Page 1 of 2 Rev. 8-75 STATMENT (Covering Contract Mork as Appears on Prelir.:inary Estimate) COUNTY Lubbock MI;CJCT I-27-7 (8) 305 IIGII:IAY Interstate -27 ACCT. NO. 9005-27-13 ZS. EII IIG . I, Samuel W. Wahl a duly authorized and qualified represent- ative of City of Lubbock hereinafter referred to as C�,i_,, am fully co-nizant of the facts and rake the followin; statements in respect to work which will or may be done on a contract basis as appears in the preliminary esti- mate to which this statement is attached: D I. It is more econor ical and/or expedient for QVI IET to contract this adjustment because: 1; II. OWNER is not adequately staffed or equipped to perform the necessary work on this project with its own forces to the extent as indicated on the preliminary estimate. PROCEDURE TO BE USED IN CONTRACTING 'WORK ElA. Solicitation for bids is to be accomplished through open advertising and contract is to be awarded to the lowest qualified bidder who sub- mits a proposal in conformity with the requirements and specifications for the work to be performed. D. Solicitation for bids is to be accomplished by circularizing to a list of prequalified contractors or bno, qualified contractors and such contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. Since names and addresses of known qualified *- r State Department of Highways and Public Transportation Form D-15-48 Page 2 of 2 Rev. 8-75 contractors must be submitted to the State in advance of solicitation for bids, such presently known contractors are as follows: 1. 2. 3. 4. 5. NOTE: Under the provisions of Paragraph 6c of Policy and Procedure A1emorandum 30-4, the State must be infozned of any addition to this list prior to circularizing for bids. ❑ C. The wort: is to be performed under an existing continuing contract under which certain work is regularly performed for OWNER and under which the lowest available costs are developed. (If only part of the contract work is to be done under an existing continuing contract give detailed information by attacIment hereto.) D. The utility proposes to contract outside the foregoing requirements and therefore evidence in support of its proposal is attached to the preliminary estimate in order to obtain the concurrence of the State and the Division Engineer, where applicable, prior to taking action thereon (approval of the agreement shall be considered as approval of such proposal). 1 ( ane) SariueI W. -Wahl, P.E. Director of Water and Utilities (Title) January 28, 1987 (Date) U -7491A COST SUMMARY City of Lubbock: Materials $ 700.00 Labor 1,700.00 Equipment 1,100.00 Sub -Total $ 3,500.00 Contractor: Materials and Labor Sub -Total 1,102,201.40 Consulting Engineer: Design, Plans and Inspection Sub -Total 106,173.60 * TOTAL COSTS $1,211,875.00 * U-7491 was split into Phase A and Phase B. The Phase A costs represented above will be billed as partial billings. Final billing will be at the conclusion of Phase B. March 25, 1987 Mr. Claude Kneisley State Department of Highways and Public Transportation Right -of -Way Office P.O. Box 771 Lubbock, Texas 79408-0771 Re: City of Lubbock I-27 Utility Adjustments 19th Street to 13th Street Project No. I-27-7(8)305 Account No. 9005-27-13 CGS No. 0067-07-063 Attn: Mr. Joe Brown Dear Joe: At your request, the following is the breakdown for the City of Lubbock's cost estimate for the above project: B) Materials 1) 4 -Manhole rings and cover at $100.00 each = $ 400.00 2) 6 -Valve Boxes at $35.00 each = $ 210.00 3) 2 -Clean Outs at $45.00 each = $ 90.00 Subtotal $ 700.00 Parkhill, Smith & Cooper, Inc. Engineers • Architects • Planners 4010 Avenue R, Lubbock, Texas 79412 806-747-0161 Lubbock ElPaso Midland Austin DESCRIPTION TIME $COST/HR. TOTAL COST A) Four Man Crew 46.0 37.00 $ 1,700.00 1) Foreman 1.0 13.00 -- 2) Equipment Operator 1.0 9.50 -- 3) Construction & Maintenance -2 1.0 8.00 -- 4) Construction & Maintenance -1 1,.0 6.50 -- Subtotal $ 1,700.00 B) Materials 1) 4 -Manhole rings and cover at $100.00 each = $ 400.00 2) 6 -Valve Boxes at $35.00 each = $ 210.00 3) 2 -Clean Outs at $45.00 each = $ 90.00 Subtotal $ 700.00 Parkhill, Smith & Cooper, Inc. Engineers • Architects • Planners 4010 Avenue R, Lubbock, Texas 79412 806-747-0161 Lubbock ElPaso Midland Austin Mr. Claude Kneisley Page 2 C) Equipment March 25, 1987 1) 35.0 hours Backhole at $25.00/hr. _ $ 875.00 2) 22.5 hours Truck at $ 10.00/hr. = 210.00 Subtotal $1,100.00 CITY OF LUBBOCK TOTAL COST = $ 3,500.00 Please review this information and if you have any questions, call me. Sincerely yours, PARKHILL, SMITH AND COOPER, INC. By / Ali Pe ra AP/db mc: Mr. Sam Wahl, P.E. March 19, 1 S, 81 I H- 2 7 C I T.Y O F L U B B O C K U T I L I T Y A D J U S T M E N T S C O S T E S .T I M A T E 1 9 T H S T R E E T T O 1 3 T H S T R E E T, P H A S E I I I LEGEND D.I. DUCTILE IRON PIPE C.I. CAST IRON PIPE V.I. VITRIFIED CLAY PIPE CONC CAS CONCRETE CASING TAP SLEV W/ GV.& BOX TAPPING SLEEVE WITH GATE VALVE & BOX - *,APP TYP APPROVED TYPE PIPE * SEE SHEET 5 FOR DESCRIPTION - Sheet 1 - urwartg;,Lfpx rrnr4r!t!tiwu«r+nmm,•9"prra»n�y°?9!�^t�!1�' ��1b,4?mm*r�!�7r`Fpl.ef.'a9dtX;''lrartrylrripr�tt+!WI!crina4nF^en���n� ��I'fi���;t�1e^rolA�?!`!4nY�efrP.r���O�M�"rAl�!4tr�ldl�; .. ,:. ,..... , 19- Mar -87 --------------------------------------------------------------------------------------------------------------------------------- UNIT QUANTITY LINE I -W 6" APP TYP L.F. 12+14+70+42+17 = UNIT QUANTITY 6"X6" TAP SLEV W/ 6' GV & BOX UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY 10" APF TYP 6 ' VALVE &. BOX EACH 1 $500.00 $500.00 1 L.F. 308+10+25+53+308 - 704 $39.00 $27,456.00 1 10' C.I. L.F. 380 12"X10" TAP SLEV W/ iii" GV & BOX EACH 1 $2,600.00 $2,600.00 1 10"XIO' TAP SLEV W/ 10" GV & BOX EACH 1 $2,600.00 -------------- $2,600.00 1 SUBTOTAL $32,656.00 ---------------------------------- LINE 2-W UNIT m QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY D.I. Ito 27" CONC CAS L.F. 610 = 610 $120.00 $73,200.00 6' C.I. L.F. 660 14" APP TYP L.F. 16+40+5+123 = 184 $60.00 $11,040.00 12' C.I. L.F. 84 12" APP TYP L.F. 30 + 10 = 40 $40.00 $1,600.00 1 FIRE HYDRANT EACH 1 6' APP TYP L.F. 18 + 20 = 38 $35.00 $1,330.00 1 12' C.I. L.F. 681 120X12" TAP SLEV W! 12" GV & BOX EACH 1 $2,600.00 $2,600.00 1 8' C.I. L.F. 40 6"X6" TAP SLEV W! 6" GV & BOX EACH 1 $1,800.00 $1,800.00 10' C.I. L.F. 30 SUBTOTAL $91,570.00 --------------------------------------------------------------------------------------------------------------------------------- LINE 3-W UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY 12" APF TYP L.F. 422 = 422 $40.00 $16,880.00 1 12'X12' TAP SLEV W1 12" GV & BOX EACH 1 $2,600.00 -------------- $2,600.00 1 SUBTOTAL $19,480.00 LINE 4-W --------------------------------------------------------------------------------------------------------------------------------- UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY 6" APP TYP L.F. 12+14+70+42+17 = 155 $35.00 $5,425.00 1 6' C.I L.F. 127 6"X6" TAP SLEV W/ 6' GV & BOX EACH 1 $1,800.00 $1,800.00 1 FIRE HYDRANT EACH i FIRE HYDRANT EACH 1 $1,500.00 $1,500.00 1 6 ' VALVE &. BOX EACH 1 $500.00 $500.00 1 ------------- SUBTOTAL $9,225.00 SHEET 2 FITTINGS UNIT QUANTITY UNIT PRICE AMOUNT ------------------------------------------------------------------------------------------------- TOTAL FITTINGS ------------------------------------------------------------------------------------------------- FOR SHEET 2 TONS 2.8 $3,500.00 $9,800.00 1 SHEET 2 PAVEMENT REPAIR UNIT QUANTITY UNIT PRICE AMOUNT ------------------------------------------------------------------------------------------------- TOTAL PAVEMENT REPAIR - SHEET 2 ------------------------------------------------------------------------------------------------- S.Y. 1815 $18.00 $32,670.00 1 -SHEET 2- 19- Mar -87 LINE 7-'W LINE 3-S UNIT QUANTITY UNIT PRICE. AMOUNT EXISTING PIPE UNIT QUANTITY --------------------------------------------------------------------------------------------------------------------------------- 10" D.I. SEWER PIPE L.F. 490 - 490 $92.00 $45,080.00 ; 10' V.C. L.F. 470 MANHOLE L.F. EACH MANHOLE 1 $1,900.00 $1,900.00 MANHOLE EACH 1 $1,900.00 -------------- $1,900.00 MANHOLE EACH -------------- SUBTOTAL $46,980.00 4 $1,500.00 $6,000.00 1 6 ' VAL'U'E & BOX LINE 4-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY ---------------- 24' D.I. ---------------------------------------------------------------------------------------------------------------- SEWER PIPE L.F. 485 = 485 $120.00 $58,200.00 1 24" V.C. L.F. 480 MANHOLE IN EACH L.F. 1 $1,900.00 -------------- $1,900.00 $142.00 $80,514.00 1 14' C.I. L.F. 183 16" APP TYP SUBTOTAL $60,100.00 10+10 - 20 $102.00 LINE 7-'W UNIT LINE 5-S UNIT QUANTITY AMOUNT EXISTING PIPE UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY --------------------------------------------------------------------------------------------------------------------------------- 18' D.I. SEWER PIPE L.F. 579 = 579 $112.00 $64,848.00 18" V.C. L.F. 570 MANHOLE $37.00 $7,067.00 1 EACH EACH 1 $1,900.00 -------------- $1,900.00 MANHOLE EACH i 4 $1,500.00 $6,000.00 1 6 ' VAL'U'E & BOX EACH SUBTOTAL $66,748.00 $500.00 -------------- $2,000.00 1 LINE 6-W UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY --------------------------------------------------------------------------------------------------------------------------------- 16' D.I. IN 30' CONC CAS L.F. 567 = 567 $142.00 $80,514.00 1 14' C.I. L.F. 183 16" APP TYP L.F. 10+10 - 20 $102.00 $2,040.00 1 12' C.I. L.F. 385 12" APP TYP L.F. 20 20 $40.00 $800.00 1 6" C.I. L.F. 430 12"X12" TAP SLEV W/ 12" GV k BOX EACH 1 $2,600.00 $2,600.00 1 8' D.I. L.F. 30 = 30 $39.00 $1,170.00 1 SUBTOTAL $87,124.00 LINE 7-'W UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY --------------------------------------------------------------------------------------------------------------------------------- 6" D.I. L.F. 340 = 340 $35.00 $11,900.00 1 6' C.I. L.F. 1218 6' APP TYP L.F. 1B+100+326+44+210= 698 $30.00 $20,940.00 1 FIRE HYDRANT EACH 3 B" APP TYP L.F. 37 + 154 = 191 $37.00 $7,067.00 1 6'X6" TAP SLEV W/ 6" GV & BOX EACH 2 $1,800.00 $3,600.00 1 FIRE HYDRANT EACH 4 $1,500.00 $6,000.00 1 6 ' VAL'U'E & BOX EACH 4 $500.00 -------------- $2,000.00 1 SUBTOTAL $51,507.00 -SHEET 3A- -SHEET 3A— E- s T rjA1 . �.;I: c �11T U FFIC "^:'rT .- T, c1 i ' - }:. r. -. LO :TEi A. T, ItTH . EE1 5' C.1. L.F. FIRE HYDRANT EACH 1 SHEET 3A FITTI"0 UNIT QUAINTITY UIiIT PRICE ANDUNI ------------------------------------------------------------------------------------------------- IUTAL F1TTIIZS FOR SHEET 3A ------------------------------------------------------------------------------------------------- IONS 0.8 5),500.00 $2,800.00 I SHEET 34 PAVEMENT REPAIR UNIT QUANTITY UNIT PRICE AMOUNT ------------------------------------------------------------------------------------------------- TOTAL PAVEMENT REPAIR — SHEET 3A ------------------------------------------------------------------------------------------------- S.Y. 1520 $18.00 $27,360.00 I -SHEET 3A— • 15 -'lar -81 QUANTITY :"_ `_•'x a IT :''.=NTiTY UNIT PRICE w,C'; NT EXISTi!in F`IF'E -... ----'---- ------ ------- -------------------------------- 4` D I.L.F. --------------------------------------------------------------------------------------------------------------------------------- 18' 62 = 82 5;5.00 S2,870.00 C.I. _.F. ;!:5 4' AFP TYF L.F. 15 + 235 + 15 = 265 $34.00 $9,010.00 4'X4" ?AP SLEV k! 4' GV k ROT. EACH MANHOLE 1 31,500.00 $1,500.00 1 10'1.4' ?nP SL EV 14 Z. S'� E PDX EACH $1,900.00 -------------- 1 $2,500.00 -------------- S2,500.00 EACH . 1 SUBTOTAL 515,560.00 LINE 3-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY ----------------------------------------------------------------------------------------------------------- 10' D.I. SEWER PIPE L.F. 474 = 474 $92.00 $43,608.00 1 10- V.C. L.F. 470 MANHOLE EACH 1 $1,900.00 $1,900.00 MANHOLE EACH 2 -------------- SUBTOTAL $45,508.00 LINE 4-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY ----------------------------------------------------------------------------- - - 24' D.I. SEWER PIPE L.F. 502 = 502 $120.00 (60,240.00 1 24' V.C. L.F. 490 KAIiH0LE EACH 1 $1,900.00 $1,900.00 -------------- SUBTOTAL $62,140.00 LINE 5-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY --------------------------------------------------------------------------------------------------------------------------------- 18' D.I. SEWER PIPE L.F. 405 = 405 $112.00 $45,360.00 1 18- V.C. L.F. 390 MANHOLE EACH 1 $1,900.00 -------------- $1,900.00 MANHOLE EACH . 1 SUBTOTAL $47,260.00 LINE 6-W UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY --------------------------------------------------------------------------------------------------------------------------------- 16' D.I. IN 30' CONC CAS L.F. 415 = 415 $142.00 $58,930.00 1 6' C.I. L.F. 225 16' APF' TYP L.F. 115 = 115 $102.00 $11,730.00 1 12' C.I. L.F. 45 16416' TAP SLEV W/ 16' GV & BOX EACH 1 $5,000.00 $5,000.00 1 14" C.I. L.F. 178 -------------- FIRE HYDRANT EACH 1 SUBTOTAL $75,660.00 LINE 3-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY ----------------------------------------------------------------------------------------------------------- 10' D.I. SEWER PIPE L.F. 474 = 474 $92.00 $43,608.00 1 10- V.C. L.F. 470 MANHOLE EACH 1 $1,900.00 $1,900.00 MANHOLE EACH 2 -------------- SUBTOTAL $45,508.00 LINE 4-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY ----------------------------------------------------------------------------- - - 24' D.I. SEWER PIPE L.F. 502 = 502 $120.00 (60,240.00 1 24' V.C. L.F. 490 KAIiH0LE EACH 1 $1,900.00 $1,900.00 -------------- SUBTOTAL $62,140.00 IT E_OT ITY Ut'iT F'RICE r," !�tiT .t?' T; ? "'� *TY --------------------------------------------------------------------------------------------------------------------------------- 6' D.I. F1PE F. 74474':,4102 = 786 342.00 133,01=.011 1 b" V. C. L.F. MANHOLE E..CH 3 $1,900.00 $5,700.00 SUBTOTAL $38,112.00 ADDITIONAL QUANTITIES UNIT QUANTITY UNIT PRICE AMOUNT EXISTING F'IF'E UNIT LUANTITY ---------------------------------------------- ---------------------------------------------------------------------------------- LOCATED AT 16TH STREET 6' C.I. L.F. 510 FIRE HYDRANT EACH I SHEET 38 FITTINGS UNIT QUANTITY ----------------------------------------------------------- TOTAL FITTINGS FOR SHEET 39 TONS 0.35 ------------------------------------------------------------ SHEET 3P PAVEMENT REPAIR UNIT QUANTITY ------------------------------------------------------------ TOTAL PAVEMENT REPAIR — SHEET 311 S.Y. 1680 ------------------------------------------------------------ UNIT PRICE AMOUNT --------------------------- $3,500.00 51,225.00 1 --------------------------- UNIT PRICE AMOUNT --------------------------- $18.00 $30,240.00 1 --------------------------- -SHEET 3B— 19- Mar -87 LINE 7-W UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY 8" APP TYP L.F. 166 = 166 ------------------------------------------------------- $37.00 $6,142.00 ; 6- C.I. L.F. 195 B" D.I. L.F. 15+10+15 = 40 $39.00 $1,560.00 8"X8' TAP SLEV W/ S' GV & BOX EACH 1 $2,000.00 .$2,000.00 SUBTOTAL $9,702.00 LINE 8-W UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY B" D.I. . L.F. 110 = 110 ----------------------------------------------- $39.00 $4,290.00 ; 8- C.I. L.F. 370 8' APP TYP L.F. 60+274+9+15 = 358 $37.00 $13,246.00 B- C.I. L.F. 50 S"X8- TAP SLEV W/ 8" GV & BOX EACH 1 $2,000.00 $2,000.00 1 FIRE HYDRANT EACH 1 FIRE HYDRANT EACH 1 $1,500.00 $1,500.00 S- VALVE & BOX EACH 1 $700.00 $700.00 1 6" VALVE & BOX EACH 1 $500.00 $500.00 -------------- SUBTOTAL $22,236.00 LINE 6-S UNIT QUANTITY UNIT PRICE AMOUNT EXISTING PIPE UNIT QUANTITY 16' D.I. PIPE L.F. 43+274+41+ = 358 $102.00 $36,516.00 -- ------------------------------ 1 15- V.C. L.F. 325 MANHOLE EACH 4 $1,900.00 --------------- $7,600.00 MANHOLE EACH 1 SUBTOTAL $44,116.00 SHEET 4 FITTINGS ------------------------------------------------------------------------------------------------- UNIT QUANTITY UNIT PRICE AMOUNT TOTAL FITTINGS FOR SHEET 4 ------------------------------------------------------------------------------------------------- TONS 0.55 $3,500.00 $1,925.00 0 SHEET 4 PAVEMENT REPAIR ---------------------------- : UNIT QUANTITY UNIT PRICE AMOUNT PAVEMENT REPAIR - SHEET 4 ------------------------------------------------------------------------------------------------- S.Y. 1434 $18.00 $25,812.00 # TOIAL - ALL SHEETS $958,436.00 # # CONSTRUCTION CONTINGENCIES D 15% $143,765.40 # #-----------------------------------------------# } TOTAL = $1,102,201.40 # -SHEET 4- March 19, 1987 Approved type pipe shall be one of the -following: Ductile iron (required for fire hydrant leads, street crossings and a! shown on the drowings ). Asbestos cement ( 12 -inch and smaller ). Pretensioned Steel Cylinder Reinforced Concrete Pressure Pipe. Polyvinyl chloride (PVC). PVC pipe may used for pipe smaller than 4 -inch. -sheet 5- JUSTIFICATIONS FOR IH -27 CITY OF LUBBOCK UTILITY ADJUSTMENTS REVISED March 19, 1987 The City of Lubbock contracted with the consulting engineering firm of Parkhill Smith & Cooper., Inc. to provide engineering services related to the adjustment, removal or relocation of various utility lines. These adjustments are necessary due to the construction of Interstate Highway 27 through City of Lubbock. This project is related to utility adjustments necessary between US 62 ( 19th Street) to 13th Street, within the IH -27 corridor. Following is a description for each relocated utility line 1) Line 1-W is a new 10 " water line beginning at 18th Street along Avenue E to l9th Street, then extending along 19th Street to Avenue E. At this point the new line ties to the existing 10" cast iron water line. Line 1-W will replace the existing 10" cast iron water line located west of Avenue E from 18th Street to 19th Street. See plan sheet 2. 2) Line 2-W is a new 14" ductile iron pipe in 27" concrete casing or a 14" steel cylinder pipe in 30" concrete casing, whichever is the most cost effective. This line is located in 18th Street. Due to the elevated mainlanes the concrete casing is required to protect the water line. Line 2-W will replace the existing 6" cast iron water line in 18th Street and the existing 12" cast iron water line located in 19th street. Combining the 12" and the 6" water lines will eliminate one water line crossing at 19th Street and produce the new 14" water line at 18th Street. The size 14" water line is based on the flow characteristic for the existing 6" and 12" water lines. The existing 12" 'water line at 19th Street will be abandoned in the 19th Street to 48th Street IH -27 City of Lubbock Utility Adjustments project. See plan sheet 2. 3)Line 3-W is a new 12" water line along the west side of Avenue C. This new water line will complete the necessary tie between the 14" water line at 18th Street to the existing 12" water line at 19th Street. See plan sheet 2. Line 4-W is a new 6" water line along the west right-of-way line north of 18th Street to Avenue E. This line will replace the existing 6" water line at Avenue E. See plan sheet 2. - sheet 1 - r:� 1�1 5) Line 5-W is a new 4" water line along 17th Street, from Avenue C to Avenue B. This line will replace the existing 4" water line at Avenue C to the existing 10" water line at Avenue B and abandon the reminder of the existing 4" water line along Avenue C, from 17th Street to 14th Street. Line S -W will provide the necessary pressure ties between the existing 10" at Avenue B and the existing 4" at Avenue C. For that portion of line 5-W which is crossing with a future storm pipe, ductile iron pipe material will be used. See plan sheet 3B. 6) Line 2-S is a new 6" ductile iron sewer line along the east right-of-way line. This line will provide sewer services for the alley between Avenue D and Avenue C, from 19th Street to 18th Street and sewer services for the allies between Avenue C and Avenue B, from 19th Street to the south of 16th Street. This new 6" sanitary sewer line will replace the existing 6" vitrified clay sewer pipe in the alley between Avenue D and Avenue C, from 18th Street to 16th Street. Ductile iron pipe material is selected, since there are two future storm sewer lines crossing line 2-S. See plan sheet 3B. 7) Line 3-S is a new 10" ductile iron pipe along 16th Street, from Avenue E to the west of Avenue B. Due to the elevated mainlanes, ductile iron pipe material has been selected. This line will replace the existing 10" vitrified clay sewer pipe. See plan sheets 3A & 3B. 8) Line 4-S is a new 24" ductile iron pipe along 16th Street, from Avenue E to the west of Avenue B. Due to the elevated mainlanes ductile iron pipe material has been selected. This line will replace the existing 24" vitrified clay sewer pipe. See plan sheets 3A & 3B. 9) Line 7-W is a new 6" and 8" water line located along Avenue E, from 17th Street to 13th Street. From 17th Street to 14th Street this line is a 6" water line, which is rep -acing the existing 6" cast iron water line along Avenue E. From 14th Street to 13th Street the size for this line changes from 6"to 8", and replacing the existing 6" water line along Avenue E . and the existing 8" C.I. water line located at 13th Street. See plan sheets 3A & 4. 10) Line 6-W is a new 16" ductile iron pipe in 30" concrete casing or a 16" steel cylinder pipe in 33" concrete casing, whichever is the most cost effective. Due to the elevated mainlanes the concrete casing is required to protect the water line. Line 6-W will replace the existing 6", 12" and 14" cast iron water lines, located at 14th Street. This line is also replacing the existing 6" cast iron water "Line at 16th Street. The size 16" water line is based on flow characteristic for the existing 6",8" and 14" water lines. Combining these two water lines at 14th Street, will eliminate one water line crossing at 16th Street. See plan sheets 3A & 3B. - sheet 2 - 11) Line 5-S is a new 18" ductile iron sewer pipe along 14th Street, from Avenue E to the west of Avenue B. Due to the elevated mainlanes ductile iron pipe material has been selected. This line will replace the existing 18" vitrified clay sewer pipe. See plan sheets 3A & 3B. 12) Line 8-W is a new 8" water line. This line located west of the curb and gutter for Avenue E, from Broadway to 13th Street and replacing the existing 8" cast iron water line along Avenue E. This line is required because of the construction for the west frontage road. See plan sheet 4. 13) Line 6-S is a new 16" ductile iron sewer pipe north of the alley between 13th Street and Broadway Avenue. Since the standard for ductile iron pipe carries only even pipe sizes, therefor size 16" ductile iron sewer has been selected to replace the existing 15" sewer pipe. This line is replacing the existing 15" vitrified clay sewer pipe which has been constructed in a 5 -feet tunnel. For safety reasons, the new line is located 25 -feet north of this tunnel. Due to the elevated mainlanes, ductile iron pipe material has been selected. See plan sheet 4. - sheet 3 - Work will start within 30 days of approval and will be complete within 180 days. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.