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Home My WebLink AboutResolution - 6428 - Amendment To Contract - Parkhill Smith & Cooper Inc.- Storm Drainage Feasibility - 08_12_1999Resolutiou No. 6428 Aug. 12. 1999 Item No. 79 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, Amendment No. 2, to the contract for Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park to North Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp Park, by and between the City of Lubbock and Parkhill, Smith & Cooper, Inc., and all related documents. Said Amendment No. 2 is attached hereto and incorporated in this Resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 12th day of August , 1 99. WINDY SITT , MAYOR A ST: Kayt arnell, City Secretary APPR D AS TO CO ENT: J��'Llrry D. rtel, P.E. City Engineer APPROVED AS TO FORM: William de Haas Competition and Contracts Manager/Attorney rkb/ccdocs/1999stormdiainagefeasibilityamendment2.ies July 20, 1999 AMENDMENT NO. 2 TO AGREEMENT CITY OF LUBBOCK, TEXAS AND PARKHILL, SMITH & COOPER, INC. FOR ENGINEERING SERVICES Resolution No. 6428 Aug. 12, 1999 Item No. 79 ENGINEERING SERVICES FOR STORM DRAINAGE FEASIBILITY STUDY AND DESIGN: Clapp Park to North fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp Park. THIS IS AN AMENDMENT TO THE AGREEMENT dated December 19, 1996 and entered into by and between CITY OF LUBBOCK, TEXAS hereinafter called "Owner" and PARKHILL, SMITH & COOPER, INC., hereinafter called "Engineer", of 4010 Ave. R, Lubbock, Texas, a corporation which is duly chartered under the laws of the State of Texas. Owner intends to perform a feasibility study for Playa Lake System G. The purpose of this amendment is to: I. Establish the Basic Services and Compensation for professional services associated with Playa Lake System G Feasibility Study. Basic Services and Compensation are described in Attachment A and Attachment B. 2. Establish the Additional Services and Compensation for professional services associated with Phase II Design and Bidding Phase Services (Amendment No. 1). Additional Services and Compensation are described in Attachment A and Attachment B. 3. Establish the Schedule for professional services associated with Phase II Design and Bidding Phase Services (Amendment No. 1) and Playa Lake System G Feasibility Study. Schedules are described in Attachment B and Attachment C. Executed in two counterparts (each of which is an original) on behalf of Engineer by its Vice President shown below, and on behalf of Owner by its Mayor (thereunto duly authorized) this 12thday of August ,1999. *W"NIE� CK W indy Sitton Mayor ATM T By a 'e Darnell Secretary APPROVED AS TO CONTENT: By h, �61 /,/— 'Larry D. Hertel, P.E. City Engineer ENGINEER PARKHILL, SMITH & COOPER, INC. By Ed . "Butc vrs, P.E. Vice President APPROVED AS TO FORM: By 4 Gft William de Haas Competition and Contracts Manager ATTACHMENT A TO AMENDMENT NO. 2 TO AGREEMENT CITY OF LUBBOCK, TEXAS AND PARKHILL, SMITH & COOPER, INC. FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: RFP No. 13681, Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park to North Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp Park. A DESCRIPTION OF SCOPE OF SERVICES The scope of services for this Project is as follows. Work will not proceed until Owner has authorized Engineer in writing to proceed. SYSTEM G FEASIBILITY STUDY A. BASIC ENGINEERING SERVICES Basic engineering services include: 1. System G Feasibility Study as defined by the tasks and man-hours in Exhibit A-1. 2. Public meetings as defined by the tasks and man-hours in Exhibit A- 1. 3. Surveying services as described by the tasks and man-hours in Exhibit A-1. 4. Coordination with local, state and federal agencies as defined by the tasks and man-hours in Exhibit A-1. 5. Geotechnical services as described by the tasks and man-hours in Exhibit A-1. 6. Environmental studies or investigations as defined by the tasks and man-hours in Exhibit A-1. 7. Deliver to the Owner one (1) reproducible copy plus ten (10) non -reproducible copies of any drawings containing the selected alternatives. 8. Deliver to the Owner one (1) complete copy of any supporting data and calculations for the selected alternatives. 9. Deliver to the Owner one (1) unbound original plus ten (10) bound copies of the final report. 10. Deliver to the Owner one (1) reproducible copy plus 30 non -reproducible copies of the executive summary. 11. Disks containing the electronic files associated with the feasibility study. B. ADDITIONAL SERVICES 1. At the request of the Owner, the Engineer will provide Additional Services as included herein or upon agreement between Owner and the Engineer defming the extent of such Additional Services and the amount and manner in which Engineer will be compensated for such Additional Services. 2. Any work requested by the Owner that is not included in one of the items listed in any other place will be classified as Additional Services. 3. Additional Services may be authorized by a notice -to -proceed in writing from the City Engineer and addressed to the Engineer. PHASE II DESIGN AND BIDDING PHASE ADDITIONAL SERVICES Phase II Design and Bidding Phase Additional Services are defined by the tasks and man-hours in Exhibit A-2. ATTACHMENT B TO AMENDMENT NO. 2 TO AGREEMENT CITY OF LUBBOCK, TEXAS AND PARKHILL, SMITH & COOPER, INC. FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: RFP No. 13681, Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park to North Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp Park. COMPENSATION A. GENERAL 1. The Engineer will be paid on an hourly rate basis shown in Table B-1 and subcontract personnel services will be billed at cost. Engineer and subcontractor reimbursable expenses will be billed at cost plus 15 percent surcharge. Reimbursable expenses are shown in Table B-1. 2. The Engineer agrees to use its best efforts to perform services as defined herein within the billing limits stated below. 3. It is understood and agreed that the maximum billings of each of the items listed below are based on the start of Services being authorized not later than August 1, 1999. If start of services is not authorized by date given, it is understood and agreed that the upper billing limit will be adjusted accordingly by a supplement to the Agreement. 4. Monthly payments shall be made to the Engineer by the Owner based on Engineer's statement. The statement shall be itemized to indicate the amount of work performed and the associated reimbursable expenses and subcontract costs. 5. The uncontested amount of each statement shall be due and payable upon receipt by the Owner. Carrying charges of 1-1/2 percent per month from the billing date shall be due for accounts that are not paid within 60 days after the billing date. 6. The Engineer shall keep records on the basis of generally accepted accounting practices of costs and expenses and which records shall be available for inspection by Owner during normal business hours. B. SYSTEM G FEASIBILITY STUDY 1. BASIC ENGINEERING SERVICES a) The maximum billed for System G Feasibility Study Basic Engineering Services including personnel services and reimbursable expenses for the Engineer and Subcontractors is shown as follows: Basic Basic Personnel Reimbursable Services Expenses Parkhill, Smith & Cooper, Inc. $ 246,752 $ 14,893 Hugo Reed and Associates, Inc. $ 100,436 $ 2,047 Surveying $ 25,000 Geotechnical $ 15.140 TOTAL BASIC ENGINEERING SERVICES NOT TO EXCEED $ 404.268 b) The Engineer shall start the performance of the System G Feasibility Study Basic Engineering Services within ten (10) days of receipt of notice -to -proceed and will complete the Basic Engineering Services in accordance with the timeline shown in Attachment C. ADDITIONAL SERVICES a) Additional Services must be authorized in writing by the Owner. b) The maximum billed for Additional Services will be determined by mutual consent before the Additional Services are authorized by the Owner. c) The Engineer shall start performance of the authorized Additional Services within then (10) days of receipt of notice -to -proceed and will complete the Additional Services within the time period determined by mutual consent before the Additional Services are authorized by the Owner. C. PHASE II DESIGN AND BIDDING PHASE ADDITIONAL SERVICES 1. The maximum billed for Phase II Design and Bidding Phase Additional Services including personnel services and reimbursable expenses for the Engineer and Subcontractors is shown as follows: Basic Basic Personnel Reimbursable Services Expenses Parkhill, Smith & Cooper, Inc. $ 2,454 $ 0 Surveying $ 1,932 Other Subconsultant $ 2,078 TOTAL ADDITIONAL SERVICES NOT TO EXCEED $ 6,464 The Engineer shall start the performance of the Phase H Design and Bidding Phase Additional Services within then (10) days of receipt of notice -to -proceed and will complete the Phase H Design and Bidding Phase Additional Services in accordance with the timeline shown in Attachment C. D. PHASE H DESIGN AND BIDDING PHASE SERVICES (Amendment No. 1) The Engineer will complete the Basic Engineering Services for Phase H Design and Bidding Phase Services in accordance with the timeline shown in Attachment C. TABLE B-1 PERSONNEL SERVICES RATES AMENDMENT NO. 2 TO AGREEMENT CITY OF LUBBOCK, TEXAS AND PARKHILL, SMITH & COOPER, INC. FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: RFP No. 13681, Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park to North Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp Park. COMPENSATION RATES Hourly fees listed herein will apply for the term of Amendment No. 2. A. Personnel Services Parkhill, Smith & Cooper, Inc. Category of Personnel Rates ($/HR) Principal -in -Charge $ 117.00 Project Manager or Senior Professional Engineer $ 99.00 Professional Engineer $ 81.00 Engineer -in -Training $ 68.00 Technician or Designer $ 58.00 Drafter/CARD Operator $ 52.00 Clerical $ 39.00 Hugo Reed and Associates Category of Personnel Rates ($/HR) Principal -in -Charge or Officer $ 105.00 Senior Professional Engineer $ 89.00 Professional Engineer $ 79.00 Professional Land Surveyor $ 89.00 Engineer -in -Training $ 58.00 Tecbnician/Designer $ 55.00 Drafter/CADD Operator $ 49.00 Clerical $ 37.00 B. Reimbursable Expenses The following expenses are reimbursable: 1. Travel, subsistence and incidental costs. 2. Use of motor vehicles on a monthly basis for assigned vehicles and on a current mileage basis or rental cost for vehicles used for short periods. 3. Telegraph cost, long distance telephone costs and project "onsite" telephone costs. 4. Reproduction of reports, drawings and specifications. 5. Postage and shipping charges for project -related materials. 6. Computer time charges, including program use charges. 7. Rental charges for use of equipment. 8. Cost of acquiring any other material or services specifically for and applicable to only this Project. EXHIBIT A-1 SYSTEM G FEASIBILITY STUDY BASIC SERVICES CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAW PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAW PARK (ALTERNATIVE 2E1 SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 REP No. 13681 19Jul-99 02:42 PM F— Trek PrM. " Sr. Nol. Not. FIT Tachracb0 Do. CHrk l Total Toted cmt law. Ergr. E . Lmd I or CADD /bas Emnebn W Otfi_ Sa .r Owa (111 PSC «««««« Rens »»»»» $117.00 199.00 $99.00 $81.00 $0.00 I68.00 /68.00 $62.00 $30.00 HR «««««« Raw »»»»»» 4106.00 $0.00 $89.00 $79.00 $89.00 s68.00 $55.00 s49.00 $37.00 A. Eratuete`adatkg to or�tadbn PSC 1. Recs'ne mod wa em*V proandwetw 60pmudoo 1 1 $99 $99 HR from City IR IlraaWwwww a oorwioo is -elage) 0 10 $99 PSC 2. Pectin ntaot of Kid mwpm hom CRY, 2 2 $198 $297 RR mweap baits of dI9ld-9 fm aWane t 1 2 6 1472 $769 (Myar Npias and war final PSC 3. Recwye wW -Paste Ikod wl6wa.1 (ptctw, 1 1 2 1187 $936 161 netlmooyl 1— co, ham added ptblic meedrgs 1 1 2 $147 $1.083 PSG a. Recein & walwte hcifily idvnrotim wW peas ham 1 1 $99 $1,182 HR TsDOT wW Coy to, e " drWnps st—as, the Ora _mass. 0 10 11,182 PSC 5. Retrbve ebc4oNc ontfM canmia mope on hrM 1 1 2 $120 $1,302 MR da Ned ham the Manar 1lnuape Ran. 0 10 $1.302 PSC S. Eyslwta flood IrMunnoa Awly iof—ti- m Ned 2 2 1198 $1,500 HR dated Ja 18, 1982 mall Septem6w 2. 1982 ma k 2 1 3 1238 I1,138 appies to atadY area PSC ]. PacalYa wW w*,M d"Ooperd plam wW wt/ha 1 1 s99 11.835 HR bee plwis -Rabb from d» CM s a 1368 12.191 PSC 8. kmdfy thou orrfoot cootoa mope toot mad to ba 0 10 $2.191 HR dg1to d to cbsa IPp c6atic -swage 0 10 $2,191 — DELETED — PSC 9. City to prowle mylw espies of 1996 aerial photopnphY 1 1 $99 12,210 HR of eW c"d cheers d coves wr1Rp pe— of dta 0 s0 f 2,2N u 1— eepa to, each oases. mila of —aga saaa tad) PSC 10. cRy to poy da myw aa0in of ooftoot comma mmpa 1 1 $68 $2.358 HR for — Make 0 uft" W—wk cwwepe. 0 s0 $2.358 CoruaRaot m wapue fill p rasps oeetled. PSC 0 s0 12,368 HR -- Reserved — 0 10 12.368 9. Daiireata pays 6efite9e vase hom cw;yoo to Lat. 9t toot affect da propct PSC 1. Use pp.Priel. drmimq—ham M.I. DrNmq 1 1 2 1167 12, 526 MR Ran. 1 1 2 Ils] 12,672 Page 1 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E) SYSTEM 0 FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Film EXHIBIT A-1 RFP No. 13681 19-Jul-99 02:42 PM Fmn Tau PM. Rol. Sr. Prof. Prof. EIT Tsc .id.. Drahw Cl m.l Total TOW Cwr.4.1dv. MA. En1P. EnR. L-d or CADD Haws E-ion TOW 0lhsar Suer. D.tl9nw Opar - (4) Isl PSC «««««« Bata »»»»»» $117.00 $99.D0 $99.00 $81.00 $0.00 $68.00 $58.00 $52.00 139.00 HR ««c«c««Ratan»»»» $106.00 s0.DO $89.00 $79.00 189.00 s68.00 s55.00 $49.00 $37.00 PSC 2. Dalawats drvwn rasa fo playa not w wl by the 1 3 2 8 4407 $3,079 HR M.-D..."Plan. 1 2 3 $205 $3.284 (Pta m aut of IH-271US-87 not L¢LAsd) PSC 3. Cal-i- plays w,W had spnbiburiq w.0 wiMm 2 3 2 7 $506 $3,790 HR a dmdr was. (Master Dnin Plan wlara aup4csble) 1 1 2 $747 $3.937 (P4yu east of IH�27NS-87 rrot k e dell PSC 0 $0 $3,937 HR - Rasawad - 0 to $3.937 PSC 0 s0 $3,937 HR - Resarv.d - 0 $0 $3,937 C, Dev.Iopr ff nwa.-b- PSC 1. Ua dw Mastw Lhsiwps Pis, Luna cogium cwa 1 4 2 7 $475 $4,412 HR numbw. lsr dw Prpje� - F. W.jetnd h-. 2 2 $178 $4.690 hydmisp caididen. whw. sppficabla PSC 2. Dipiore .eMuvd land uw aM .arM. Iwtd um sreu 0 !0 s1,690 Hfl hom mow ree.nt sva0abla cdy swlal pWtognplu. 0 !0 s4,690 IDalmd - ua "able Mfo from pdo aWtllssl PSC 3. DetwrnBr vaarvioiu percamepe wtd ssxepa 0 $0 64,590 HR irawaieu. pa-Mas fa -A. dlpleted Iwia uau. 0 40 $4,690 (Deleud - ua sysilabl. IMe hem is b sbrma) PSC 4. D.velop a area aAnbr fa.sO, ypeaW WW 0 $0 $4,590 HR uu vddtin lbe . y wa .crndinp m Yawvioua 0 40 $4,690 pwsantape and hyMebpk RwId use based on AMC R IDW.W - uu avieMa Irdo f.. pe- wudlal PSC 6. Develop a weighted Days rasnbw fm each playa 1 6 2 9 1611 s6,201 HR dmka a wit" the study asa to eaistbq -ndl- 0 s0 $5,201 PSC 6. D-lop a w.iphted awve a bw fw as,th playa 1 8 4 13 4861 $6,052 HR dwsa a ara vitlwt tb M dy wa for fuNn 1 1 $09 86,141 co4rt based an ".cted Is x! as (Use Ms.- D- Ran vdwr. ap Al bls) PSC 7. Dididt. eslafinp lend use. Woad - 1996 serial photos 1 2 18 10 35 $2,217 $5,368 HR and fMd raponneiss.M. F. .usti v laM ua curve 1 1 $89 40,447 numbr day.loan.nt. ISya G Lola 84.1.1 PSC 8. Pv-. ry - Ides for Va save aAnbw cakulabne 1 3 12 18 32 $2,044 $10,491 HR to boN.M." and Moo NMidala. mclutla -1.- 0 10 $10,491 I. edh" wsphlaal fa.. to mwnan old. Page 2 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK IALTERNATIVE 2E) SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS EBe: EXHIBIT A-1 REP No. 13661 19-Ju09 02:42 PM Firm Test Ain. Prai. Sr. Prof. Prof. EIT Technician or ct is l Told T-1 Cumul . Mgr. Engr. Erl9r. Land a CADD Howl E-ion Taal Omar Swv. Des' mm OIH-sa M III PSC «««««« Rat. »»»»»» $117.00 499.00 $99.00 181.00 10.00 $68.00 158.00 $52.00 $39.00 HR <c[<[<c[c«c Retse»»»»»» $105.00 mo0 $89.00 $79.00 $89,00 $58.00 $55.00 $49.00 137.00 PSC 9. Add hldlol.." tope grape 1ovse96 to alactradc 1 2 4 2 9 $873 $11,164 HR maw for VsJ ukweb- 0 /0 411,194 (addrtions eet of Leke 87 to IH-27AJS-87) PSC 0 10 $11,164 HR ry - Reseed - 0 10 111". Q. OevNopwatwnMd>eneto# cwpentrxkn'. .. PSC 1. Develop tines of cane rdon is eds*Q 2 6 ! 12 $014 $11,978 HR cawivans for dni "arse vriNln t atld're 2 2 2 8 $392 $12,370 Use Mots (kdn.9s Pon time d eabtkv - future condition) PSC 2. Doebp times of ca.prmerion fm Mess condit 1 2 2 5 $339 $12,709 HR iw dreewge areas rrithM dH prolaet ere 1 2 3 $205 $12,914 IUe Matte Qei^aW Pen rung v _ evsiiwi N aPn6- - fans. corlai -) PSC 0 t0 $12,914 HR - Reserved - 0 t0 $12,914 PSC 0 t0 $12,914 HE -- Rsswsd - 0 10 412,914 E. A.*- for wtabeem. !lakes" PSC t. Evshwte rumH -Maros for ens&N ppndkione W rn d 2 8 10 1742 113.858 HR opsbeam Playa that cadribute to the study erse 1 1 /B9 113,745 (Se Noss 1) PSC 2. E.6-s -of v*N-as for %w cordidaw to W 2 6 8 IBDB $14,351 HR tpebem playas that eanmMns to t apd' ere 1 1 $89 $14.440 ISe Non 1) PSC 3. Verify stasis r Lake 28. 29. 30. 84, 84A, 85, 86. 87, 4 e 48 80 $4,452 $18,892 HE 88, 90, 91, 92, 93, 94, 94A, 948, 132, 133, 134 sin 8 24 32 t2,104 620,096 vaileble co-, wfo-afi l (,lest check prig eels! (No-w fs bb st cWAedmsl PSC 4. Develop sleve8amres-nwsge den far !ekes east o1 0 10 $20,996 HE 1H-271US-87 0 10 620,990 IDslefed - ro snd'Ns sot of A- PI PSC S. Use 70% ry ff fo, a 2inch cram sam hum -h leks'a 0 10 :20,996 HE drsinsps are a en )meld -kiim far ssah lake. PIA sus 0 t0 20,996 -dams on top of lake gravel wets Mel As spplicabk. N 1.41-rKh -M voh ro seeds leks r nty, 0- *.-d ease -H volume end rot route to dovmstreem Ides C 8. Eshun overflowdlrecdon tar Lab 89 eM o-erllos 4 ! 2 10 1772 pn(bssed on rvailsde staa9e I O-tion sM 4 ! 135a 122, 12! f"" new ervey) this end'. Assign Lake 89 to a playa system. Page 3 DI 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRA20S RIVER (THE CANYON( AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E) SYSTEM 0 FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 REP No. 13681 19-Jul-99 02:42 PM Fl- T..k Pdn. ". Sr. Prot. Prof. ER Tc ,kim defier C W I Tool Tout Cw uv. Mpr. EW. E.W. LW I CADD Howl Ert.nsion Told Officer gum. DnIgw Opnnw It) (t) PSC ««<c««« Rne. »»»»»» 1117.00 $99.00 199.00 $81.00 $0.00 $68.00 168.00 $52,00 $39.00 MR «««««<c R.-»»»»»» 1105.00 $0.00 189.00 t79.00 /89.00 $66.00 $55.00 $49.00 $37.00 PSC 7. Ixor-.si.tin9.9ft pone krto Wk..mr.9e deu 2 2 12 16 $956 $23,082 MR w.v.R.bk W epFlic.b 4 14 18 $1.168 $24,250 PSC 0 t0 $24,250 HR - P--d - 0 10 $24,250 w- Mddt1:'�Ip.SM ie.b j44ndttm111 PSC 1. Mode(e istinp condition. I.HEC-1 4 4 20 2e $2.162 $26,402 HIM15, 25. 100 W 500 yen 24Hf.w tl4aete etwm rvrrt.l 6 6 s634 $28,836 (UN Master deity Pun d ~8 epp8c.de) PSC 2. Use. wner.0 -pro k model(HEC-2)umodN 2 4 24 30 $2,226 $29,162 MR Werflpw p. for -W du. serves u kW u do 2 8 10 $642 $29,804 hydrob9ie model e. epoS IUu Mann d.ku9. PL date ydtne .PPOc.blel PSC 3. U. d-g. - ft. Item 8 .Iwve 0 10 t29,804 MR 0 10 $29.804 PSC 4. U. sai.tirq condition -ff - ma Mu. Nom 0 10 429,804 MR Nnn C e- 0 10 $29,804 PSC S. U.. e.n" c-lb- ti nm of cwlc.ntrldon f- 0 10 t29,804 HR luwb l) boye 0 10 /29,804 PSC 6. U.. W .rore9. darivM n Item E .bon n 0 10 129,804 MR bydrpbpic model 0 10 $29,804 PSC 7. Uw W. k*W cw !i . bwn Item E .lava M W. 0 10 129,801 HR initial c-i-1w hydmlo9ic modM. 0 {0 /29,804 PSC 8. In4lude up4peam .M.t W ca - cwltrlbudrp lake. 0 10 121,104 MR trom Hem E . . in d hyd, b& model 0 t0 $29,804 PSC 9. UN du 6-yen 24-hour, 25-yen 24-how, 100-yvar 0 t0 29,804 MR 24-bm., W 600-yen 24ilaa d mw ripen. 0 t0 :29,604 PSC 10- Use df. r.inf.8 Mpdu eom TP-40 W 1M ood fl 0 10 MR In.0 - et.dy I.MWd W e" ft- bo .aaue) 0 10 :29,804 28.804 PSC 11. U" du SCS TyW 11 24-bow - d bil l 0 10 029,804 MR 0 10 129,804 PSC 12. Mo Apr jJ 1999 nwm Penod by woja-En9 0 10 t29,804 MR .tame we ", n.. by tr.n.letlon, trruW.ition w 0 10 129,804 -o- DELETED Pepe 4 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRA20S RIVER (THE CANYONI AND OVERFLOW PLAYAS UPSTREAM OF CLAW PARK (ALTERNATIVE 2E) SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 RFP No. 13681 19-Jul-99 02:42 PM I- T.d p.m. Prof. Sr. Rd. Rof. ER Ttohniclan Dr.lter Clx TOW Told Cw "fiv. Mgr. 1 q , Enp. LxW I p CADD How. Er[w - TOW 0lfker Swv. Oe.pnx O_._ 111 W PSC «««««« Raro. »»»»»a> $117.00 $99.00 $99.00 $81.00 10.00 IBE.00 $58.00 $62.00 $39.00 HR «c«<c««<Rm. »a»»»»> 1106.00 $0.00 $89.00 479.00 189.00 /58.00 166.00 1l9.00 137.00 PSC 14. MoE a.i.Uno condition. in.EICPR I Wg 24s 2 8 288 38 12,894 132.89E HR west px -t.9 h. (me week. 1 9 1663 133,251 PSC 0 10 $33,251 HR - Rt.ervad - 0 10 033.251 G Model tuh✓e'M xtion''.mMroonr .. . PSC 1. Modal hAvr. coMilione bt HEC-1 2 2 12 18 11.212 $34,463 HR 1 1 189 034,552 (Uw M.w Drain Pl.n model Mar apdka ) PSC 2. Uw a wxx swfa profile m," (HEC-2) M m W 1 ! 5 1371 134.927 HR _dW overflow frft hR ovfWl orx .xvN u Input 1 2 3 1205 $35.128 to fM h'dolooi _" a. aPptl� (Uw M.- Orin Pfau model whw. spplicaMsl PSC 3. Um drsina9a xea. hom Hem B Mme 0 f0 :36,128 HR 0 10 35.128 PSC 4. Vw fW . -Boon -H cwv. mmbx. lrpn 0 /0 135, 128 HR Item Cab.. 0 10 135.128 PSC 5. U. hitter carwnipn time. on concenhatwn nam 0 $0 $35028 HR Itwn Dab- 0 10 $35.128 PSC 6. Um late .Woo. hom Iwm E 15ovt n 0 10 $35.128 HR hydr~model 0 10 $35,128 PSC 7. V.s kka iddel cprrditioN trwn Itxn E above u lab 0 10 $35,128 HR mmi cadidan. for hyd l.& model. 0 !0 $35,128 PSC 8. Ntcgrtl. tgxream twat. ooMitioo atmibadn0 IA. 0 10 $35.128 HR hom Item E prove m dr hydolo9k M4" 0 $0 $35,128 PSC S. Use dro 5- 24-frow. 26-y.x 24-how, 100-nw 0 10 $35.128 HR 24-hew xtd 500-yex 24hpw dw. atxm. 0 10 $35,128 PSC 10. UM tM rainla8 depth. hom TP♦0 aM fM flood 0 10 $35,128 HR 1n.wenc. study. (SAOWd b. M..I hom Ht - .Darts). 0 EO $35.128 PSC 11. Um fM SCS TYpa II 24-hw a 696b tian 0 10 $35.128 HR 0 10 135,12. PSC 12, M." ApJ- 1999 - p.riod by prWectirq 0 10 $35,128 HR .[pm. ovx o o, uw by henHetion, han.pD.ition a 0 40 $35,129 rotetkn DELETED Page 5 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E1 SYSTEM O FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 RFP No. 13881 19-Ju1-99 02:42 PM F m Tesk Pdn. Prof. Sr. Prof. Prof. ER Teclnklm Draflw OwkN Tow T.w Gew . MW. Enla. Ew. Lend vCADD H-t Eennekn TOM ofik Surv. o-yw Operates 01 (il PSC «c««c«« Pats »»»» > $117.00 $99.00 $99.00 $81.00 $0.00 $68.00 058.00 $62.00 $39.00 HR c«<cc««« Rstes »»»» > $105.00 $DOD $89.00 $79.00 $09.00 $58.00 $55.00 149.00 137AD PSC 13. Dwelm campenbve lulus n wllm hydmWc 2 12 14 11.014 $36.142 HR rMdN w WICPR for tM 5. 25, 100 end 600 see wend 2 2 4 $294 $30,438 PSC 14. Model hmre resection emSrdons in WICPf1 usurp 1 4 18 21 41,583 $30,019 HR 2tirdua W week MM.1 b f- weeks 4 4 4232 $38.261 YtnY. PSC 1. Perform a TNRCC r de y h by rip cods far 2 2 1198 $38,449 HR PO tiel wbwrfe v emipnrn tl cmf5 with Woject 0 10 $38,N9 PSC 2. EvAh to bfwmeEon hom TNRCC reoads Beech 5 20 25 11,855 140,304 HR ralsdve ro panntiel stem ywe rwne m the etWY 0 to 440.304 PSC 3. Cow Ii surysyey tubcon.A-1 4 2 a $532 W.838 HR 2 8 10 1890 $41.728 PSC 4. Ev m depth m aaeWwete beard m Chy 2 8 10 $742 $42,468 HR au Pp woes depth recorm eW f _.V s.4Y teat 0 10 $42.488 hales aW TNRCC reads PSC 5. Eveluen aurvw Mormation ncslvW hen surveys 4 12 16 11,212 $43,600 HR IFnvahvd flow ekvetime, yabry yrrw, teat baba, ! 6 10 1704 1N,384 lake 89 wwfbw, etc.) PSC 0 40 N4.384 HR - Reasrvad - 0 10 144,384 t. 'fax mp'6akretm aeard+- PSC 1. Rec ne rolls b property vehutlms m aebcud 1 1 $99 144,483 HR Wapwfiy eff-.d by BOod-Worts arsN m en copy ana 1 1 189 IU,572 PSC 2. Uy Gty inrenlWy Waperty numbw b wulydcN 1 1 2 $167 144,739 HR papOey ro sash pr-l" eff-I n the stud, wy 0 40 /H,739 PSC 3. U. City w fi dWopetr relay for 1 1 $99 $44,838 HR des appnpdan m 1r 1 popery 0 10 $44,838 PSC 4. Identity wopetba whwe mfam n hom ua roes is 2 ♦ 6 1470 $46.308 H1 mWad 2 2 4 $294 $45,802 PSC 0 f0 $45,802 HR - FW.-.d - 0 10 146,802 !. "Cdoitenete w udktbe PSC 1. Receive and -abed lacehy n/ormetian had 1 2 7 8 1/85 $46,087 HR SPS end -Haste for pp -t.1 -beaface c-N- 1 1 aB9 445.156 Page 6 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANNON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE ZE) SYSTEM 0 FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File- EXHIBIT A-1 RFP Nn. 13681 19-J.1-99 02.42 PM I— Tank N.. Prof. Sr. Prof. Pro}. EIT Technician Drafts CWical Tots! TOW .mu Cla8va a Mgr. Engr. Engc land w CADD Eamnebn TOW Offiex Surv. OaIX Opantw It) It) PSC «cc«<c««Rama»»»»»» 6117.D0 $99.00 $9900 $81.00 IODO $88.00 $58.00 $52.00 $39.00 MR c««c«c «<Psro.»»»»»» 1106.00 10.00 48900 $79,00 $89.00 458.00 165.00 $49.00 $37.00 PSC 2. R. aM waktm (a 91 Information hpm ecaw 1 1 3 .3.4 .48,640 MR LP&L.W w.IWb fa pomnlvl .ub.ur/Ka conf6eb 1 1 $89 646,629 PSC 3. Racaw. aM w.htm fse9by mfamatlon horn 3 3 18 22 61,628 $48,257 MR Om ww -aktm fw Imbntiel a.baurlaca conflleb 2 8 10 $642 046.899 Iwa[x .M a.Mxy sewxl PSC 4. Recefre.M wel—facllo klfm from 1 1 2 $167 $49,066 HR City aM walwla fm Pomwal .ubaamce confab 0 10 $49,066 I.tam aewxl PSC S. Re ' aM -akaa baik y informalim tmm 2 4 8 0470 $49.636 MR C . Cabl. .M waM s fw pwenoul xblurfaca 1 1 $89 $49.625 C-fk. PSC B. Receive aM wakum f"d" inf.—Irwn 2 • 8 1470 150,099 MR Ba0 Tamphan aM waluata fm poW .l xA-rtxe camels 2 2 /178 160,I73 PSC 7. Receha eM wal— facility krf-0m from 2 1 6 I4]0 $50,743 MR AT&T.M walwta fw Ppm sl uAm f—co fcta 2 2 1178 .0,921 PSC 8. Receive aM mhtb facility mfom,6m ham 1 1 199 151.020 MR Pwata d 6 ga..M avahtta fw POtxro.l aub..f— 1 1 189 11 .1. cpnf5cta lal 6 omty mspl PSC 9. Identify v 1awero easement confrn b "1 1 2 3 1235 $51.344 HR aavided .UtiCas idarrtHr tlre'v pm.0 sa.amMb 1 1 te9 /61,433 K. Satxcal[emathmfo. PSC 1. "y drain down atmn Nwx f p 10D-y Wa WN b 1 1 099 $51.532 MR Er G —.ft. laku Only between 0H271US 87 I 0 10 $51,532 aM Skb ROW. fpm-.Iwddna M H0 y Gain down • m wwr xaa .slog 5-year. 25-year, 100-- aM 800- Year di.crxa xwm avema PSC 2. 30-dey drain down .mrm .awx hen 10D-Year INm WO fa 1 1 $99 $61,631 MR Sy— G rorrwxfbw lekm oMy batwean IN-27MS-87 I 0 10 $51,631 aM 55h Road. Run -.Etta. W 30-0ey drain dorm atwm eewx .i.a ueirq 6-y.x, 2S.. . 100-Yex aM 60O 1'ex di.aab slam ever. PSC 3. W0 y drain down .corm Nwx fmm loo- a Is" WN for 1 1 $99 651,730 MR SY.bm G w lalaa oNy between tH�27NS-87 I 0 .0 $51,730 .M Sllda R. Rwah _ or 604 y. down OWron-un wx .I.. wing 5-Yex, 25. e , 100-- aM 500- Y.x diem-. atom wend Page 7 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW MYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2EI SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 RFP No. 13681 19-JO-99 02:42 PM Firm Tut Pin. Prq. Sr. Prof. Rol. EIT TecbnI. debt C*-W Total ToW Canuletive Mpr. r" Enpr. Lend I «CARD Rowe EnenWbn Tad OFPc« Sw Da1� Opwata Ill I!) PSC «««««« Fillet »»»»»» 1117.00 $99.00 $99.00 Sol. Do 10.00 Seem I58.00 $52.00 039.00 MR «««««« Retu »»»»»» 1105.00 $0.00 089.00 179.00 189,00 $58.00 $55.00 149.00 $37.00 PSC {. BOdsY IYain down emrm xwer Irorri IODyeer laka WY far 1 1 199 161,829 MR SMtem G non�or w lain adY bSln l IN27A18-87 I 0 10 l61,829 end Slide Roed. Rw nekrtlone of 90E y drain down uv ar else VSf S-i—, 25-Met, tODyew end SOO- Yw disttata stafm avfKtta PSC 1. Erslwta tarts sabccan wtd dsvMap aloeRlRp Ports tlru 8 e 8 {8 72 $5,496 Ib7,325 MR enn Pipe flow W. gli Poole fa mLdd& 12 12 21 11,764 $59,089 sinWnione between Canyon w,d Side Road PSC 2. Derabp gei— i,W dwaabr S fa nx as idYs 1 8 12 l810 $60,029 MR atrprnan n e narvwflow tell. bowmen IH-27N5-87 2 2 { t294 $60,323 aM Shd. Road PSC 3. Use 1M slam wwtta ban hams F 8 G sbo 0 s0 $60,323 SIR 0 10 $60,323 PSC {. Use the niMN depth hom TP40 erw hee flood 0 10 460,323 MR ins—e study JShWSd M id .I ban SMW 1 0 10 l6Q323 PSC 5. Use tM SCS Type 11 21-AVM slam dlebiM 0 !0 :10.323 HR 0 !0 60,323 PSC 6. O W' mWtiale wog— end nn ..lips On Wnione 60 72 180 BID 822 062.328 $122.651 HR for suvp «arm sewwe /or Seth elunrtlYs n hem K e1rM. 100 120 140 380 l28.600 $141,111 100-Yur lake 1"91 dram down titre for ss W lisbinp pp eien. Evebedar for LNa 6-veer, 26_' 100•yl- stud 5m— evema. PSC 7. Pnlrra sommerles of in«kn nodal, fa camp Sr a 21 32 110 188 $13.024 $162,175 MR erisly4s 10 21 {{ $3,172 $185.347 PSC 8, limars xrrenerlee of final f."bNIw study moddi 10 24 72 138 111.232 1178.679 MR _Vt. 2{ 28 52 $3, 760 lI80, 339 M. Flood Coma W."Si/.-': PSC 1. Delirela flood level, w contav msln with lVhva'rw 8 8 18 21 58 13,7]B !I B{,"1 MR coon' M«nativn me the Lauda oan fperlem 8 10 12 30 I1,860 1185,996 (Deiv a- for IA. Served by norm sewed PSC 2. Debwab flood levels on cvntaa max hom tM modefiN 51 60 132 72 311 It 4.000 $210,001 MR of each Siban hem Le above. 61 10 10 134 $9,086 $219,087 IOelinurione fa let awved by tram sew«) PSC 3. UW V tM Mood levale hom hem LB (IOD-YeSel 24 48 86 18 a 192 Il{,828 l233,913 MR dnwmi. ntimn.d Watrrty de— b ttw lardy Me 32 58 10 8 10/ 18,808 l240,721 IUu hraenp comlw�Y namaWq Iwbl PSC /. Ux conavienion opmbN of probNle con hom 1 1 !99 l210,821 MR hem P below Ifs cal project sru aJyl 0 t0 1210,820 Page 8 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAW PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2V SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS FY141RIT A-1 RFP Nn_ 13Ral 19-J,d-99 n2-42 PM Fkm T..k Pdn. PIN. Sr. Prat. Prat. EIT T.c ,ci.o 0,01, Cl-" Taal T*W Camd.6v. a Mli. E.W. E,.W. Land a CADO Hour E-Ion To Olficx Sw. D. Opx.w (/) (11 PSC «««c««< R.tn---- $11T00 $99.00 199.00 681.00 00.00 188.00 I5EL 462.00 139.00 MR <c«««««Ron> >>> $105.00 10.00 189.00 179.00 $09.00 158.00 165.00 $49.00 $37.00 PSC 5. D.wmb. bomfit wt rmio for u .N.meuv. from 1 8 1 a $546 $241,366 MR k- L 6 Wow. )Con - 100 7..r damp.) 1 / 1 8 l358 12.1,724 PSC S. Dnnmirr.Iwn.w. wiN-t-. 1 1 $99 $241,823 MR b-fit o.1 wb 1 1 $89 t241,912 PSC 7. Sun, di0tin, xd rooin.r w mntar mp. phab 8 8 4 20 11,64t /243,458 MR d.8nud-al 5uilew wound .tam N--W 24 1DO a 132 18.32. l251,]84 M4y I.ku. Rpi.w m I-I'v W' fit m at t <onrav mWl. PSC 0 !0 /251,784 MR - R--I - 0 10 1251,784 PSC 0 10 /251,784 Hit- R.. 0 - 0 10 1261,184 Ne idf6Fndt�'e Couabutlt>on rnslNode PSC 1. E-`- 0.1 /... bk, of open cut .wm uw.r 1 1 $99 0251.883 RR cm.nacripn m.Nod 1 1 189 0251.972 Il dm x,d .vMu.don h 0- Park Phan 11 PSC 2. E-4u d fe "t, M micro-tvr &V II am 1 1 !99 /262,071 MR -mrooucdon m.1Md 1 1 IBB 1252.160 (W. data xd .r.5 from Clop Part Ph... 11 PSC 0 W 0252,160 )1R - Ft- - 0 10 $252,450 PSC 0 10 1252,180 Hfl - ReawM - 0 !0 1252.180 0. G.ot.d kY PSC 1. C.-ii .v5epn.uh.nt w W to 8 bn YW.. N dv 4 6 12 /940 $253,100 MR .tudy x.. 2 2 $178 $253,278! PSC 2. Imxpnt fi.ld r.paa a I bp. 2 8 10 $742 $254,020 H0. 1 2 1 1 1 t 6 $410 $254,430 P. o k*- Of Re.4 cafT. PSC 1. O.v.bp .n opinbn of Prp % mat w n h uwsr 18 24 98 108 244 111.712 1211,182 MR .lwrVEY. from ft.. L.tm. 24 1 1 .0 48 112 17,096 1278,278 Page 9 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER [THE CANYONI AND OVERFLOW PLAYAS UPSTREAM OF CLAW PARK (ALTERNATIVE 2E1 SYSTEM 0 FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 RFP No. 13681 19-Jul-99 02:42 PM Frm T.Y PM. Prof. Sr. prof, Prof. EIT TacMklan Dotter Ckvkel ToW T.W Cum 4n . Mgr. Emr. Env. Le or CADD Ho Extension Tool DIN— Su— Des Gp— Ifl Ifl PSC «««««« Rxa »»»»»» $117.00 $99.DO $99.00 $81.00 $O.00 $68.00 $58.D0 152.00 $39.00 HR «««««c< Rata»»»»»» $105.00 10.DO 689.00 079.00 $89.00 $58.011 $55.00 149.D0 $37.00 PSC 2. 15 perpent com ge y to ha i df d Ie ea ii -Wm 1 2 3 $235 $278,613 HR of vebede colt 1 2 3 6206 $276,718 O. Pudk PSC 1. An—i up tP 3 mphborhood m "to p — 9 18 12 18 3 68 $5,166 $283,884 HR vstm y ex4*V 4formsuon, svidxre eM 12 9 2 22 11,80R $285,490 twtimmy, City to sM cfuv PSC 2. Develop w overall pm W echsmatk Mp for uw x 2 ♦ ♦ 10 $678 $286,168 HR the tvlvibm w m oM (ad Km m Chy map krr 1 1 $89 $206.257 dra 1 PSC 3. 1loM • MN public mwtiv for pub5c input m dv B I 8 8 2 30 12,228 1288.183 HR ehs 1* a ""I Ponsuhaa I advertise foot ♦ ♦ 8 18 1900 1289,♦83 PSC ♦. Dwelop vaphke m xudy for final pubes meshy 2 8 24 32 RB 11,321 11:3,785 HR for 6-ysx, 25-y—, 100ywr eM 500ry norm events ♦ 8 8 20 11,212 129♦,997 (Grapnh m rwmpvereov Oka between 11427NS-87 eM Sk" ROM( PSC 5. City vie vovids loostim & a Pu mwtnp 1 1 $99 $295,096 HR 0 10 $295,096 PSC 0 10 $295.096 HR — Res 0 — 0 $0 1295.096 PSC 0 so 0296.096 HR — Resw d — 0 10 1296,096 K S.M. we_enx .0. PSC 1. Eveluxe ab " from a Lent Tool Expect. 0 10 1295,098 HR Cox pwwwore Delsled 0 10 $295,098 PSC 2. EVa ehernetivse kom a Bwefit-Q. 6 R 0594 0296.890 HR Isrsps<Ws 6 6 /53♦ $298,224 PSC 3. Evaluate aft m mee from comment received frvn ♦ ♦ $396 12M,620 HR Publk meelky ♦ ♦ $356 $296,976 PSC ♦. Selo Wt mtivs ro recvmmnd 2 1 3 1277 J29],213 HR 2 2 117B t2971391 Page 10 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER FOfE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E1 SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBIT A-1 RFP No. 13681 19-JN-99 02:42 PM Fkm Taak Prin. Rog. S . Prof. Praf. EIT Tochlkim DraRr Ch w Tow To. ComNatwa Mp. Ew. E.g,. Lr,E w CADD Howe E<tatufon Tool Off— Sw D.a Op— IH 111 PSC «««c««<Rens»»» >» > $117.00 $99.00 699.00 SSIDD $0.00 $68.00 $58,00 162.00 639,00 HR ««c«««< lbtal »»» >»» $105.00 $0.00 $89.00 $79.00 $89.00 $58.00 $55.00 $49.00 $37.00 PSC 1. D.WoP report Pn W-1.1w. aM —ta 2 32 18 12 30 42 18 164 $11,082 $308,473 HR 1a 6 24 11,824 $310,297 PSC 2. Da ,a p 4aawova aw y 16 6 22 11,818 /312.115 HR 0 10 1312, 116 PSC 3. Meet with ataH mwm v not to exceed 7 0a 22 44 66 $5,170 $317.285 NR 1 22 22 $1,958 $319,243 PSC 4. Mewi p wapraf,w,a and awmwiaa 2 28 20 28 18 12 108 I8,l02 i327,846 HR 16 20 14 1 61 13,391 /331,036 T. Co Apta<4Matron PSC 1. Praamt n N9n po m to CM C"'l 4 12 8 a 30 12,480 1333,616 HR pea Pwh" itwn µ( --pa, pnaama prapration 8 6 14 $1,060 $334,576 PSC 2. CPtcmpata Praambtkxi m racwmMMao aN4rroPva 0 10 $334,576 HR 0 10 $334,676 PSC 0 10 $334.676 HR — Raar.ae — 0 $0 $334,575 <owoawooP -.. PSC 1. Sma irtid <omn<t Mtr m rpuletoq aprrxa 3 3 6 /!14 1334.990 HR 2 2 ! 1262 1336, 242 ISama .9m ma M <ontww iw ow Clam Park SNPy) PSC 2. Sand rapwt wpia4 to erne teV,00w7 n9ar m 4 2 6 $474 6335,716 HR .".< d m Nmt t akwa 2 2 4 $262 $335.968 PSC 3. A9 Parrttlt wort npt krcMKa4 0 10 $336,968 HR 0 10 $335.908 PSC 0 $0 $335,989 HR — Raarveo — 0 10 $335,960 V. C.NtY a akoraA<a dn44oaMy contfol PSC 1. DWtty A m<a. "lity <w l 1 o—igm 6y 80 60 17,020 1341,186 HR wintipala am /w ofresn 40 40 $4,200 1347,188 PSC 0 10 13l7,188 NA — R—W — 0 10 1347.188 Page 11 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) ANO OVERFLOW PLAYAS UPSTREAM OF CLAW PARK )ALTERNATIVE 2E) SYSTEM G FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: EXHIBfr A-1 RFP No. 13081 19-Jul-99 C2:42 PM Firm Talk Pd., Naj. Sr. Prof. Prof. EIT T..0 iwi. On11a CHrickl Total T.W C_Wser4 or Mar. E.W. Erip. L4rM w CARD )bun E—W. T— ONk4r Sun. au OW.- IS) IS) PSC «G««««<R1n4»»»»»» $117.00 199.00 199.00 181.00 10.00 168.00 158.00 152.00 139.00 HR ««««««R—»»»»»» $105.00 10.00 $89.00 $79.00 189.00 $58.00 166.00 149.00 637.00 PSG 0 10 $347,188 HR — R—.d — 0 10 $347.188 a Tou4 119 511 a 334 8 0 2216 111 717 74 4611 PSC 79 511 360 214 0 0 Isis 126 279 54 3241 70% HR 40 0 482 120 8 0 598 62 Be 20 1418 30% 4659 PSC .%243 160,689 135.840 .17.3. 10 10 1110,02t 17.30E 114,50E 12,10E 1248,152 71% HR 14.200 10 $42,898 $9,480 1712 10 034.884 13,410 14.312 1740 1100,43E 2916 1347.188 NOTE 1: Upstream playa lakes that are predicted to be non -overflow for Me 500.year 24-hour storm event (under hrture hydrologic conditions and lake inter water surface elevation) and that not be expected to contribute to the core project area will be dropped atogetler from further analysis. Page 12 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E1 SYSTEM O FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, REIMBURSABLE EXPENSES File: 0 EXHIBIT A-1 RFP No. 13681 02:42 PM 19-JUF99 Cumulative Reimbursable Expenses Total Total PSC Travel 1 Project @ $5,500.00 per project $5,500 $6,600 HR t Project @ $500.00 per project $600 $6,000 PSC Blueline prints -- check seta plus three review sets 60 Sheets @ e2.55 per:heet 1153 16,153 HR only, 120 sheets, 20 seta 20 Sheets @ 42.55 per sheet t51 46,204 PSC Reproductions 3200 Sheet: @ $0.10 per sheet $320 $6,524 HR 500 Sheets @ 00.10 per sheet Bb0 $6,574 PSC Color reproductions, 11 x 17 1900 Sheets @ $1.50 per sheet $2,850 $9,424 HR 0 Sheet. to $1.60 par sheet 40 $9,424 PSC Toll telephone 1 Project @ $200.00 per project $200 $9,624 HR 1 Project @ $200,00 per project B20O $9,824 PSC Fax 200 Pages @ $1.00 per page $200 $10,024 HR 200 Pages @ $1.00 per page $200 $10,224 PSC Postage, shipping and delivery 26 Mailings @ $15.00 per mailing $376 $10,599 HR 5 Mailings @ $15.00 per mailing $75 $10,674 PSC CADD charges 279 Hours @ $8.00 per hour $2,232 $12,906 HR 88 Hours @ $8.00 par hour 4704 $13,610 PSC Interface probe rental charges for groundwater 0 Days @ t0.00 per day 40 $13.610 HR measurements 0 Days @ $0.00 per day 00 $13,610 PSC Myer for reproducible construction drawings, final sets 0 Rolls @ $320.00 per roll 60 $13,610 HR 0 Rolls @ $0,00 per roll $0 $13,610 PSC Environmental records search (public domain TNRCC) 4 Zip Codes @ IBO.00 per zip code $320 $13,930 HR 0 Zip Codes @ $0.00 per zip code 40 $13,930 PSC Advertise final public meeting 1 Project @ $800.00 per project $800 $14,730 HR 0 Project @ $0.00 per project BO $14,730 Subtotals for Reimbursables PSC $12,950 $12,950 HR $1,780 $14,730 wt Contract multiplier for reimburaables 1.15 $16,939.50 77 ` s,:777777-7 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E) SYSTEM O FEASIBILITY STUDY AMENDMENT NO.2 BASIC SERVICES, SUBCONSULTANT EXPENSES File: 0 EXHIBIT A-1 RFP No. 13681 02:42 PM 19-Jul-99 Subconsultant Expenses Total Subtotal Geotechnical, hollow stem auger drilling 8 test holes In study area, maximum depth 50 feet, SPT every 5 feet of depth and at changes in material beginning at 5lest, field soil clessifici 400 Lft 627.50 per foot $11,000 depth to ground water if encountered, plug test holes when complete, clear utilities before drilling, Atterberg limits on a maximum of 24 samples Clearing test holes with utilities 8 Hours @ $55.00 par hour $440 Drafting, word processing, report production 1 Project @ $100.00 per project $100 Core drill through rock 60 Lft @ $60.00 per foot $3,600 City to provide access permission onto private row $15,140 Surveying (subconsuhant) 1 Project @ $25,000.00 per project $25,000 Allowance for miscellaneous surveying needs tot spot elevations for subsurface clearances, overflow survey for Lake 89, elevation confirmstions around playa lakes, building floors, etc. City to obtain access permission onto private row $25,000 Map Digitizing Digitize map coverage where none currently exists, 2D contours only, 0 Maps @ $0.00 per map $0 s0 no edge matching -- DELETED — Subtotals for Subconsultants 140,140 Subtotal from Labor 11347,188 5161940 Subtotal from Reimbursable, Total Estimated Professional Services fee $404,268 EXHIBIT A-2 PHASE 2 DESIGN AND BIDDING PHASE ADDITIONAL SERVICES CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E1 CLAPP PARK PHASE 2 DESIGN AMENDMENT NO.2 ADDITIONAL SERVICES, ESTIMATE OF MAN-HOURS AND TASKS File: Xtrasa.XLS EXHIBIT A-2 RFP No. 13681 19-Ju1-99 02:43 PM Firm Task Prin. Pro]. Sr. Prof. Prof. EIT Technician Drafter Clerical Total Total Cumulative or Mgr. Engr. Engr. Land or or CADD Hours Extension Total Officer Surv. Designer Operator (s) Of PSC «««««« Rates »»»»»» $117.00 $99.00 a99.00 $81.00 $0.00 $68.00 $58.00 652.DO $39.00 HR «««««« Rates »»»»»» $105.00 s0.00 889.00 $79.00 089.00 $58.00 $55.00 $49.00 $37.00 do -. a F.-SIC ary cos` PSC 1. On -site supervision of excavator operator and at weyor 8 18 26 $2.016 $2,016 HR for uncovering existing storm drain and sanitary sewer 0 $0 92,016 east of Guava Ave. SC P 2. Reduction of survey notes on existing storm drain east 1 1 2 4 $271 $2,287 HR of Guava Ave. and plot for LP&L special substation 0 $0 $2,287 PSC 3. Coordination with LP&L on re-routing storm drain due to 1 1 2 $167 $2,454 HR new sub -station and undocumented Canyon landfill 0 $0 $2,454 PSC 4. Photo documentation of various aspects of July 22, 1999 0 $0 $2,454 HR flooding (no man-hour changes) 0 $0 $2,454 PSC s0 $2,454 HR — Reserved s0 $2,454 PSC $0 42,454 HR -- Reserved $0 $2,454 PSC $0 $2,454 HR — Reserved s0 $2,454 PSC $0 $2,454 HR -- Reserved $0 12,454 PSC $0 $2,454 HR — Reserved s0 $2,454 PSC s0 $2,454 HR -- Reserved s0 $2,454 PSC s0 $2,454 HR --- Reserved 60 $2,454 Totals 0 10 0 0 0 0 20 0 2 0 32 s 2,454 PSC 0 10 0 0 0 0 20 0 2 0 32 100% HR 0 0 0 0 0 0 0 0 0 0 0 0% 32 PSC $0 s9.1 60 ao a0 ao $1,360 00 1104 s0 s2,a54 100% HR $0 $0 10 10 60 s0 /0 $0 s0 s0 $0 0% s2,454 Page 1 of 1 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E) CLAPP PARK PHASE 2 DESIGN AMENDMENT NO.2 ADDITIONAL SERVICES, REIMBURSABLE EXPENSES File: Xtraee-XLS EXHIBIT A-2 RFP No. 13681 02:43 PM 19-Jul-99 Cumulative Reimbursable Expenses Total Total PSC Mileage Miles @ $0.33 per mile $0 $0 HR Miles @ $0.33 per mile $0 $0 PSC Blueline prints -- check eats phis three review sets Sheeta @ $2.55 per sheet $0 80 HR only, 3 sheets Sheets @ $2.55 per sheet $0 $0 PSC Reproductions Sheets @ $0.10 per sheet $0 $0 HR Sheets @ $0.10 per sheet $0 $0 PSC Toll telephone Project @ $1,500.00 per project $0 $0 HR Project @ $750.00 per project $0 $0 PSC Fax Pages @ $1.00 per page $0 $0 HR Pages @ $1.00 per page $0 $0 PSC Postage, shipping and delivery Mailings @ $15.00 per mailing $0 $0 HR Mailings @ $15.00 per mailing $0 $0 PSC CADD charges Hours @ $8.00 per hour $0 $0 HR Hours @ $8.00 per hour $0 $0 FT „.. _ ., Subtotals for Reimbursables PSC $0 $0 HR $0 $0 wl Contract multiplier for teimbursebies - 1.15 $0 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E) CLAPP PARK PHASE 2 DESIGN AMENDMENT NO.2 ADDITIONAL SERVICES, SUBCONSULTANT EXPENSES File: Xtra$$.XLS EXHIBIT A-2 RFP No. 13681 02:43 PM 19-Jul-99 Subconsultant Expenses Total Subtotal Excavator and operator for uncovering existing $2,078 storm drain east of Guava Ava. 1 Project @ 12,078.00 .per project $2,078 Surveying Iubconsultant) Existing storm sewer and Guava sanitary sewer $1,932 3-man field party 20 Hours @ $85.00 per hour $1.700 Office Calculations 2 Hours $45.00 per hour $90 RPLS 2 Hours @ $65.00 per hour $130 Mileage 35 Miles @ $0.35 per mile $12 60 60 e0 e0 e0 Subtotals for Sulreoneultanta $4,010 ,010 04,Ot0 a Subtotal from Labor $2,454 80 Subtotal from Reimbursables Total Estimated Professional Services Fee s8,464 ATTACHMENT C SYSTEM G FEASIBILITY STUDY and PHASE 2 DESIGN AND BIDDING PHASE SCHEDULE y6 6 S u z 0 Sq QpQS S� �� A 3�� R�K ��g� s3 �� z .�� €x � �ffi �� 0 i t S V