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CHANGE ORDER - BID - 7382 MAX BRT SOUTH TRANSIT CENTER (5)
CHANGE ORDER NO. 10 PROJECT TITLE: Mason Corridor - South Transit Center CONTRACTOR: Growling Bear Inc. PROJECT NUMBER: 7382 PURCHASE ORDER NO.: 9124530 DESCRIPTION: Reconciliation of various work change directives 1. Reason for change: See attached Exhibit A 2. Description of Change: See attached Exhibit A 3. Change in Contract Cost: 4. Change in Contract Time: 0 calendar days for substantial completion 0 Icalendar days for final completion TOTAL APPROVED CHANGE ORDERS $ 82,944.04 TOTAL PENDING CHANGE ORDERS $ - TOTAL THIS CHANGE ORDER $ 31,649.96 TOTAL % OF ORIGINAL CONTRACT, THIS C.O. 0.73% TOTAL % OF ORIGINAL CONTRACT, ALL C.O.'S 2.63% ADJUSTED CONTRACT COST $4,471,159.70 (Assuming all change orders approved) ACCEPTED BY: Contractor's REVIEW EC Constructiol APPROVE[ City Project APPROVE[ � City Engineer APPROVED BY: Purchasing Agent over $60,000 cc: City Clerk Architect Contractor Engineer Project File Purchasing DATE DATE: DATE: DATE: DATE: `N n TO BE APPLIED TO SHEET C2.3. THIS DRAWING IS SURFACE TOPOGRAPHY ONLY. DETENTION POND FEATURES TO BE INSTALLED PER SHEET C2.3. IN FIELD GRADING TO BE DIRECTED BY ENGINEER. B.Renz 8/15/2013 Red Contour Lines denote new finish contours Grey Contour Lines denote existing conditions as -built on 4/8/2013 rt 20.00 It t Scale - 1'=20' max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 1 1 Date Reviewed: 9/21/2013 Contract Change Description Modification to the Tie Beams — RFI #68 Revised Contract Change Number WCD005 / COP029 I Date Received: 9/19/2013 Plan Location: See ALM response to RFI #68 - Revised Description of Review: Work Package Sheet Review (page 4) The Material, Labor, and Equipment shown on the Work Package Sheet totals $3,913.62 in raw cost, and is given a 15% markup for overhead and profit to bring the total to $4,500.66. GBI Cover Sheet Review (page 3) This section of the cost proposal is being prepared as if GBI was a subcontractor to Universal. This approach is incorrect. The total cost for this change proposal shall be as follows. GBI Costs - $4,500.66 (which includes 15% markup for OH&P —contractor's fee) PM Cost - $85.00 Superintendent Cost- $160.00 Mark up on Labor (15%) - $36.75 Subtotal: $4,782.41 Insurance at $3.55/$1,000 $16.98 Bond at 1% of- $4,782.41 $47.82 Total Cost of Change: $4,847.21 Universal Surety PCO 029 Summary Review (page 2) Added "CM" time for Kent Mills not allowed, nor is the 15% Overhead and Profit markup (subtract $143.75). Universal lists GBI costs ($4,801.79) as "Subcontractor costs and adds 5% OH&P markup. This is not allowed (subtract $240.09). Universal then adds 1% bond ($51.86) and $3.55/$1000 ($18.59). These costs are not allowed as there is one contract modification thus allowing insurance and bond modifications (see calculation above). Engineer Accepiance: 4 Aff Contractor Acceptancev V AAK4d Uti(� Page 1 of 1 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 AWN: Ron Kechter No. 00012 DATE: 9/15/2013 REF: COP 029 Additional Forming per WCD 005 IVEWRIE SENDING-' cSUBMITTWF01e.-,",,-,". ;'ACTION, E TAk N 11 Shop Drawings 11 Approval 0 Appmtxd as Submilled El Leiter El Your Use El Approved as Noted 11 Prints 11 As Requested El Returned After Loan 11 Change Order 11 Review and -Comment El Resubmit 0 plans El Submit El samples SENT 0 Returned cations El Attached Attached 11 Returned for Corrections EH IEI scp=tc cover via: D Due Date: ITEM.: PACKAdE 'iU—BM—ITTAL 'D"R'A W---I-N,G,� -REV. iftNt NO: _COPIES , DATE 'DESCRIPTION'S STATUS .001 1 911612013 Addilonal Forming per WCD 005 Remarks: CC: Signed: 9" Kent Mills Universal Surety PCO 029 CM OHP Subtotal Subcontractor OH&P Subtotal Bond Insurance Total Costs Adjustment Time Extension Total Cost Increase $ 125.00 15.00% 5.00% 1.00% 9/16/2013 125.00 18.75 143.75 4,801:79 240.09 5,041.88 51.86 18.59 5,256.08 AIM LS 0 Calendar Days $ 5,256.08 Z rowling Bear Construction Ave CO 80631 TITLE: Additional Tie Beam Forming PROJECT: FC South Transit TO: Attn: Ron Kechter Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 PROPOSED CHANGE O No. DATE: 7/ 12/2013 JOB: CONTRACT NO: RE: To: From: Number: DESCRIPTION OF PROPOSAL " Costs for WCD 005 for addtional tie beam forming and insualtion Item° ' ` Deseripliou Stock#- `' Quantity � Units = . Umt Pnc`e Tax Rate Tax Airiount Net Amount 00001 GO Costs 1.000 IS S4.500.66 0.00% $0.00 S4.500.66 00002 PM 1.000 MHR S85.00 0.00% s0.00 S85.00 00003 Superintendent 2.000 MHRS S80.00 0.00% S0.00 $160.00 00004 Insurance 1.000 IS S16.85 0.00% Soon S16.85 00005 Markup 1.000 tS S39.28 0.00% $0.00 S39.28 Unit Cost: $4,801.79 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: $4,801.79 APPROVAL: By: Gene Leach Date: fe�Jiiu�n O By: Date: Ron Kechter 9 GROWLING BEAR CONSTRUCTION CO. WORK PACKAGE SHEET PROJECT: 0 ESTIIAATEDBY: GARYSHIRONAKA DATE: 11o11900 REVISION# 0 WORK PACKAGE NUMBER: COP 029 WORK PACKAGE DESCRIPTION: CONCRETE WORK WORK WEEK: LABOR - 5 DAYS PER WEEK 0 0 HOURS PER MY EQUIPMENT- 5 DAYS PER WEEK 0 8 HOURS PER MY WORK PACKAGE UNITPROWL VITYDATA MTASOURCE: UPINMELF LINE ITEM SUMMARY REFERENCE THIS WORK PACKAGE IS INCLUDED ON ONE ITEM SUMMARY SHEET. ON S AS ITEM 11000 AND IS SHOWN AS THE BELOW AMOUNTS: USE TAX 0.00% TAX 000% OHBP 1500% MATL LABOR 'EQUIP SU9 TOTAL i3 d[Y859:Ba19Sw"Tt!800:001 ➢s�' 's5l801jWi;R— ITEMS DESCRIPTION QUART UNITS CREW PROD. OTYIMY PROD. PER MAN OTYAWHR .PROD PER EOHR REBID MH WRATIONCALCUILAVON 1 EXTRA CARPENTRY 30 MHRS 24 1,DO 3.00 30.00" SMYS • TOTAL MH RED M 2 FORM LINER 64 SF 0 OM 0DO BOB (TOTAL MEWOHRS PER MY) 3 REMR 004.94 LBS 0 0.SO 000 BOB 4 FORM TIES I DX 0 ON 0.0 000 5 INSIIALTION 2 SHTS 0 0.00 BOB 000 G CONCRETE 4.2 CY 0 0.00 BOO 0.00 2 PUMP TRUCK 4.2 CY 0 0,00 BOO Do B 0 0 0.00 0.00 000 9 0 0 ON Bloc 000 10 000 0 000 0.00 BOB T6TALMANHOIIR9 REOURED• —U, SMYS•L:. '261 UNIT GRIGNG EXTENSIONSI SUMMARY ITEMS DESCRIPTION OUANT UNITS UNIT PRICES COST MATL LABOR - SOUP - SUB MATL LABOR EOUIP SUB TOTAL 1 EXTRA CARPENTRY 30 MHRS 9 5 bow S 21.9 $ - S $ IaW 00 5 03.00 f .438 2 FORM LINER 64 SF S 6.00 $ - 3 - 5 - 3 38400 3 - 3 - 5 - 3 38400 3 REMR 504.94 LBS 5 04➢ 3 - 3 - 5 r 8 290.42 5 - 9 - 5 - S 290.42 4 FORM TIES I BX 3 .00 3 - 5 S 5 ISM ] 15.00 5 INSUALTION 2 SHTS 3 45,00 5 - 3 - 3 - 5 315.00 S - $ - 5 - 3 315.M 6 CONCRETE 4.2 CY S 10200 9 - 8 - 6 S 42640 S - 3 - 3 - S 42040 2 PUMP TRUCK 42 CY 3 5.00 5 5 ] 3 21,DO $ - S - 3 - S 21.00 8 0 0 0 8 - S - S 3 5 - S - S - S - 5 - 9 0 0 0 $ - 3 - 3 - 5 - S 3 - 5 - S - S - 10 0 0 0 3 S 5 3 3690 $ 5 $ S 5 IA SOROS 11 O i 5 ] TOTAL COSTS PER TYPE- 5 14596E 3 1.SW 00 S 65380 5 3 3.91362 0United Rentals- Boo-UR RENTS (800-8A-3687) umtedrentals.com LOCATION #J00 1429 NUT.a8R8Y POKY COLLINS, CO 80524 GROWLING BEAR 13 -'i 1111 JUDICAL DR m BRIGHTON, CO. 80601 A O h Office: 970-353-6964 Cell: 970-534-0446 NI GROWLING BEAR CO INC 2330 - 4 AVENUE GREELEY, CO 80631 m a RENTAL QUOTE Customer Number : 87637 Quote Date' 7/11/13 Estimated Out 7/12/13 6:00 AM Estimated In z 7/13/13 8:00 AM Job Location: 1111 JUDICAL OR, BRIGHTON Job Number 1 P.O. Number TBD Ordered By GENE LEACH Written By JMUR01 Salesperson..: RMTTAL ITEt4S: Qty Equipment Description Minimum Day Week 4 Eeek Estimated Art. 1 2331370 FOR-OMJFT VAR REACH 80009 40-49 FT 523.00 523.00 1399.00 3002.00 523.00 1 3106026 ROOM 60-6417 STICK 4WD 591.00 591.00 1445.00 2743.00 591.00 Rental Subtotal: 1,114.00 SALES/MISCELLANEOUS ITEMS: Gty Item Price Unit of Measuze extended Amt. 1 SM FEE [SM-1/MCI) 22.28D (EA) EACH 22.26 1 ENVIRONMENTAL CHARGE [ENV/MCI) 6.010 (EA) EACH 6.01 Sales/Mist Subtotal: 28.29 Agreement Subtotal: 1,142.29 Rental Protection: 155.96 Tax: 53.20 Estimated Total: 1,351.45 Note: This proposal may be withdrawn it not accepted within 30 days. THIS S NOT A RENTAL AGREEMENT. THE RENTAL OF EONPMM AND ANY OTHER REVS LISTED A80VE IS SUBJECT TO AVAR ABILRY AND ACCEPTANCE OF THE TERMS AND CONORIONS OF UNITEDS RENTAL AGREEMENT, MNOCH MUST BE SIGNED PRIOR TO OR UPON OEI.NERY OF THE EQUIPMENT AND OTHER ITEMS. Page: 1 S r WORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 05 PROJECT. South Transit Center PROJECT NO: 7382 OWNER: Erika Keeton ENGINEER: Ron Kechter The following additions, deletions, or revisions to the Work have been ordered and authorized: to the Tie Beams— RFI #68 Revised This Work Change Directive authorizes the additional concrete with rebar and Insulation, per RFI #68 Revised that was posted to Sharepoint on June 10, 2013. Once all of this work and their costs are verified in the field, a Change Order can be executed for this work. There was a discrepancy between the structural and architectural plans details regarding the Us beams for grid lines 8 thru 12: RFI #68 provides the structural detail by which these Us beams can be constructed. RFI #68 also provides clarification that the ICF wall should be extended to the soffit at grid lines 16 and 17 as shown by detall 7/S4.0. A(actiments (list Supporting 9994ments): RFI #68 Revised It Is understood U expect a Change Ordered By: Reviewed By: copy; Owner Engineer Reld File - SharePolnt Change STC WORK CHANGE DIRECrNE OS.00cx We ryby change the Contract Rice andlor Time, and is evidence that the parties to s ti ' quenty follow this Work Change Directive. D PAGE 1 OF 1 IN Request for Information Growling Bear Co., inc. Project: Fort Collins South Transit Center No.: 68 REVISED Date: 6/4/2013 Location: 4915 Fossil Blvd _ REVISED on 6/10 From: Gene Leach PM: Gene Leach Phone No.: 970 353-6964, 970 301-3947 Fax No.: To: Matt Newman, A-L-M Action Requested: x Clarification lake Hohmann x Direction Approval Reference: Drawing No: A4.0, S2.2 Detail No: A2/A6.0, A3/A7.4, 7/S4.o Wall types and details of the "tie beam' above the upper windows between grid lines A& B 8 thru 12, as well as 8&C16 to 17 architectual and Information Needed: structural detailspresent conflicting information Exterior elevations sheet A4.0 call out wall type EWS (CIP concrete wall with ridged insulation and note to re; structural) , Details A2/A6.O and ffien A3/A7.4 indicate some type of sandwich wall system. Sheet S2.2 upper roof framing plan provides a section cut thru the "lie Beams" between the CIP column/girders lines 8 thru 12 and 16to 17, detail 7/54.0 indicates the Me Beam" to be an'8"CIP wag above upper windows" and SIM denotes the B" tie beam to be 8' ICF.. The Tie Beam rebar shops were submitted and approved reflectingthe8" CIP wall above the upper windows. Proposed solution; Install S' CIP wall as Indicated on detail 7/54.0, shifting the exterior face of the 8" wall 2-1/P from gdd line io allow for proper window header a8gnment similar to the dimensloin indicated on A2/A6.0 for grids 8 thru 22. at grids 16 to 17 extend ICF to the soffit as indicated on detail 7/S4.0 noted SIM. Submitted By: Patrick Sherin Recommendation: Install insulated tie beams Beams at grids 8-12 to be coordinated with the storefront system. Depth of beam at grld 16-17 to Matt Newman By 6/10/2013 GRID u.M to SfTr. J - %a o.o.wr m w mw.ana w.arar m..xn w u. mrmvn .� s..cm.a. S� S�FISED 7/S4.0 S yf.fl KL&t Inc w ax.r SSK-7 n max CHANGE ORDER NO. 10 Exhibit A Project: Mason Corridor — South Transit Center Project No. 7382 Date: November 22, 2013 Description of Change: MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction This change order adds various work change directives to the contract value. They include WCDO04 which adds detention pond re -grading work; WCDO05 which added work to correct tie beam discrepancies; WCDO09 which added barrier curb along Spradley Barr; WCD010 which added electrical circuits for irrigation controller and monument sign; WCDO12 which added inlet reconfiguration work at the Conejos/Fossil Blvd intersection; WCD013 which added irrigation tap costs; WCDO14 added a waterline loop connection at Spradley Barr and abandoned the service tap to the old house; and WCD018 which added rebar to the platform curb/paving construction joint. The justification for each change can be found in the attached work change directive forms. Change in Contract Value: The contract value is being increased by $31,649.96. Please see attached pending issues log summary and work change directives as summarized in the table(s) below. ,Work Change Directives/Items Item Number Description Contract Value WCDO04 Detention Pond re -grading $3,293.67 WCDO05 Tie beam plan discrepancy $4,847.21 W CDO09 Adds barrier curb at future connection to Spradley Barr $392.05 WCDO10 Electrical changes to irrigation and monument sign circuits $3,960.55 WCDO12 I Conejos/Fossil inlet work - T&M $3,028.10 WCDO13 Sprinkler Tap, Irrigation, Controller Relocation $1,351.05 WCDO14 Waterline Loop Connection/abandon service to house $12,821.16 WCDO18 Tie rebar for platform curb $1,956.17 Total Work Change Directives Change: $31,649.96 Change in Contract Time: This change order authorizes a contract time extension of zero (0) calendar days. Page 1 of 1 max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 9/25/13 Contract Change Description Add barrier curb at future road connection to Spradley Barr Contract Change Number WCD009 / COP044 Date Received: 1 9/12/2013 Plan Location: See W CDO09; curb at north end of park and ride facility Description of Review: GBI Change Order Proposal Review (page 3) Labor to FRP curb: $171.25 Concrete: $95.00 PM Cost (1 hr at $85): $85.00 Subtotal: $351.25 Permanent Materials and Labor Markup (15%): $27.00 Subcontractor Markup (conc. labor): $8.56 Subtotal 2: $386.81 Insurance at $3.55/$1,000: $1.37 Bond at 1 % of $386.81: $3.87 Total Cost for Change: $392.05 Universal Surety PCO 044 Summary Review (page 2) Added "CM" time for Kent Mills is not allowed, nor is the 15% Overhead and Profit markup (subtract $143.75). Universal lists GBI costs ($388.25) as Subcontractor costs and adds 5% OHBP markup. This is not allowed (subtract $19.41). Universal then adds 1 % bond ($5.51) and $3.55/$1000 ($1.98) for insurance. These costs are not allowed as there is one contract modification allowing insurance and bond modifications (see calculation above). Reconciled Total Change Request using actual costs and allowable markups Total = $392.05 (as shown above) ga6 Al Engineer Acceptance: • Contractor Acceptance: V" `-' - 7J Page 1 of 1 a Universal PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter SMITTAL No. 00010 DATE: 9/11/2013 ' REF: COP 044 Barrier Curb per WCD 009 El Shoo Drawings El Appmval ❑ Approved as Submitted 1-1 Letter El Your Use C3 Appm, ed as Noted 11 Prints 11 As Regmted 11 Returned After Loan El Charge Order El Review and Comment 11 Resubmit El Plans 11 Submit El Samples'SENT-VIA:',-7 0 Retumcd El specifications ❑ A`—acicd Reu;21ejforcorvctious El Other. 10 Sept.Cover Via: ❑ Due Date: E'"AC"1,'y' . . . —"i EMPACkA6SUBrrT6RAWIN6REV.ITEM NO; COPIES bATEDESCk1PT6 4 '-STI ATUS 001 1 9/11/2013 COP 044 Add barrier Curb per WCD 009 Remarks: CC: Signed: Kent Mills Universal Surety PCO 044 9/11/2013 CM $ 125.00 1 $ 115.00 MHR — OHP 15.00% $ Subtotal $ 143.75 Subcontractor $ 388.25 LS by 601 OH&P 5.00% $ OI 9A1 Subtotal $ 407.66 Bond 1.00% $ 5.51 Insurance $ 3.55 $ .98 Total Costs $ 558.90 Adjustment $ (0.90)— Time Extension 0 Calendar Days Total Cost Increase $ 558.00 2 Growling Bear Construction Inc. 2330 41h Ave Phone: 970-353-6964 Greeley; Colorado 80631 Fax: 970-353-6974 TITLE: WCD 009 Add barrier Curb PROJECT: FC South Transit TO: Attn: Kent Mills Universal Surety RE: To: From: DESCRIPTION OF PROPOSAL Add Barrier Curb Per WCD 009. 4 CY minimum concrete order. DATE: 9/11/2013 JOB: CONTRACT NO. Number: No. 00044 Desc"ription� r,, , „_ �d Stoc6#,.`;�,° I`' Quantltyr Units., .. _: ' Unit ce, ,, Tax Rat6Tax AmountNet`Amount 00001 Labor to F/Pfn barrier Curb 25.000 LF S6.85 0.OD% S0.00 SI7125 00002 Conmic 1.000 CY S95.00 0.00% S0.00 $95.00 00003 PM 1.000 MHR S85.00 0.00;o S0.00 S85.00 00004 Insurance 1.000 Ls S125 0.00% S0.00 S125 00005 Markup Subcontractor 1.000 LS 56 0.00% $0.00 S8.56 00006 Markup 1.000 LS _7.i 0.00% S0.00 S21.19 APPROVAL: By: Gary Shironaka Date: Unit Cost: Unit Tax: Lump Sum: Lump Tax: Total: By: Date: Kent Mills $388.25 $0.00 $0.06 $0.00 $388.25 ligwdaion O 3 max WORK CHANGE DIRECTIVE • • •' NO: 119 PROJECT: Mason Corridor — MAX BRT (South Transit Center). PROJECT NO: 7382 OWNER: City of Fort Collins— Engineering Department ENGINEER/ARCHITECT: Aller Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: curb installation at Spradley This work change directive directs the Contractor to price and, if accepted, add installation of barrier curb along the future asphalt connection to Spradley. This work change directive cost shall include: 1. Cost for installation of 18" tall concrete barrier curb according to M-609-1; Curb Type 2 (Section B) The work shall include supplying materials, installation; complete in place, according to the attached detail and STC project specifications. This work shall be priced per lineal foot and paid for based on the work complete and in place. change is being initiated by the City to prevent future erosion in the designated area. ;Attacfimeiits (Ltst Supporting Documents): Installation detail, plan sheet C2.2 It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. `- , I / Ordered By: ( LF-- �6t " — September 7, 2013 Der Date Recommended By: ��� September 7, 2013 ConsWction eager Date Copy: Owner; Engineer/Architect, Field File - SharePoint WCDO09_BARRIER CURB AT SPRADLEY_09-07-13_13RAFT FOR PRICING PAGE 1 OF 1 I fit TC TC , no CURB TYPE 2 (SECTION-8) 6 IN. BARRIER W. B• _i 1 C.I/KF r A A 6• r a' PA.i1£xt 6. 1 B+ B Y•DIA+IB6' )i 01Ar11' D1rDRWD BASS— TAarRWD.sws WAGS B.: CPRESEIT COSRRC V' 1'/`ON. PDLES e r1.5vKIAG1 1 J' vAVGI'lll —? • L IS R. SIABNI I is D1A F 18 DEFORVE0 REAK WC11A BARS AT 6 FT. SPACM S AT. DE MIED w rA" DIA MESS IN EXISTING CAIL GRWI S1V11 CONSISTC E PARTS CLEAN SAID IT I vMT CKIT. 'COS, R. INSTALLATION 9141 DC D%VA(D Iu FM PRICE 010 'IA R13. CURB TYPE 2 CURB TYPE 4 CURB TYPE 4 (SECTION M) (SECTION B). (SECTION M) 6 IN. MOUNTABLE 6IN. BARRIER 6 IN. MOUNTABLE (SECTION-B) (SECTION M CURB TYPE 4 (KEY -WAY)' A. F4� OAD IF LL w.PL T CORRETE PAVEMENT At SWIMMER CURB. TYPE 6 (SECTION M) 4 IN. MOUNTABLE Nnrt: -011Wb:b15 OP CSWRPEe u4LE31 RININISE SPECIFIED OI 111E PIAVS, A RR -WAY WY BE WITTED WIEII PIAXD MO[R WAR RAL. CBWRETE MASS 0 SNALL CRVTAII 1.5 FWAS RR CUBIC YARD IF APPRISED PoIYPNOPYIGIE FIBERS MO MAY RAVE A WMAM .1GMECAE ou BP to. LEGEND FOR RADII A-S TO'A• o-I• o-IYT' 10 2- TRANSITION P IDEWAL T BAYX OF C TS O a SITFT.IDN DRIMEE PLAN 4 / SIDEWALK AT DILF Or 0.P8 M wlpl r CW➢ L .MICR IRAMILID'1 (S[E Ptud� MATERIAL 10 r/: / SIKwu6 IS SET BApf IFOY CWB vµ LIR CIMB IRA'51110N Wm VAERIu / CLAB I'M i PE Y WIDTH R GRATE -r IRM5111DN OR V[NAYr SIC PIAV FIDYLIIIL.CLRO- E i 10:1 MA%�OLDE a 6' � �� A E' IgIE A ON E ` s - s ot1VE!A1 FLOW .� a DRIVCNAY aa / '• NOM BENVLe NTO AOIT SPACDA IS Sv[RY W FMI II. Y� Coll FR.ANSITINNS, —DRIVEWAY AEU WRA SRRL K ALM iK wNIN .4 LETGIN DE Pv1VEWAY. �n / rwRLRE VAR A ROTS WASWED WAY AND CRY a 10R RIVEWAYS WIBEP 1. G YET', AINTS IlyNal / W'1ENAY AW GOYIFR (91nRElE PAVC4:NT .1 R'mol.. It �40_ / 01 TME I'M V WI SNNI ^9 ENV BE WASTER A'A PNO LD! 'voz' l/ FEW AS •CRB 40 WTUII To a'INAMB O WAFELTxIbCLY TRANSVERSE CONTRACTION JOINT CURB CUT FOR DRIVEWAYS SECTION A -A FOR CONCRETE PAVEMENT (DRIVEWAYS) (WITHOUT ATTACHED SIDEWALK) CONCRETE PAVEMENT (DRIVEWAYS) COTIFNITUter File -.Information ISheet Revlslons. emm�enl. Colorado Department of Transportation C'U1V] GUTTERS STANDARD PLAN NO. eLmlP:, OP1e.0]/oVlz Ire11N,: OO On:.: a201 Eml wlon,no A—M 5 5 Le,l ueGn<mmn ooze, m/0a/R wllo:a: LTA. EI/T oem.q Colw ae eo]Ez Pn et a t s,-WDBs AND SIDEWALKS M-eov-I rTP.:....<W�r..� 1. EP,... ,,,a„1.n,�PPr1 Po.: UWI y5)-15E0 Brea rl, Wme:li0vD10zDa...n �6m.^a.4—A>: Project Development Branch DD/LTA I:PUNtl By: Project 0... l.—nt orma. on .W:y a, xol: Sheet No. 2 of -0 ca v.r.: msml.n ve f:: xa a YW. Ipl,: OqW, Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 9/2512013 Contract Change Description Electrical site changes for irrigation controller and monument sign circuits Contract Change Number WCD010 / COP041 IDate Received: 1 9/1212013 Plan Location: See WCD010; site circuits for irrigation controller and monument sign Description of Review: Choice City Electric Change Request Pr000sal (page 4) Choice City Electric outlined their cost proposal to include labor, equipment and materials necessary to complete the work change directive as presented by the Owner. Total Subcontractor Cost: $3,497.00 GBI Change Order Proposal Review (page 3) The total costs for the electrical site plan change is calculated as follows: Choice City Quote: $3,497.00 Subcontractor Markup (5%): $174.85 Subtotal: $3,671.85 PM Cost (1 hr at $85): $85.00 Superintendent Cost (1.5 hr at $80): $120.00 Markup on Labor (15%): $30.75 Subtotal 2: $3,907.60 Insurance at $3.55/$1,000: $13.87 Bond at 1 % of $3,907.60: $39.08 Total Cost for Change: $3,960.55 Universal Surety PCO 041 Summary Review (page 2) Added "CM" time for Kent Mills not allowed, nor is the 15% Overhead and Profit markup (subtract $143.75). Universal lists GBI costs ($3,922.71) as Subcontractor costs and adds 5% OH&P markup. This is not allowed (subtract $196.14). Universal then adds 1 % bond ($42.63) and $3.55/$1000 ($15.28) for insurance. These costs are not allowed as there is one contract modification allowing insurance and bond modifications (see calculation above). Reconciled Total Change Request using actual costs and allowable markups Total = $3,960.55 (as shown above) a J�;17' Engineer Acceptance: f PFV I I I r.nnrr.,tnr Arr<,.r�,.�e Page 1 of 1 Universal Surety TRANSMITTAL No: 00007 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 9/ 10/2013 REF: COP 041 WCD 010 : W ' .E . ENDIN + ...r. rSU D F R-' < ., ❑ Shop rtmwinp ❑ Approval ❑ Approved as Submitted ❑ letter ❑ Your Use ❑ A pm%vd m Noted ❑ Prints ❑ As Reclumed ❑ Retumed After Loan Cl Chan a Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ samples +SENT VIA. ram' 'a a k" w*.`" ? ❑ Rewmed ❑ Specifications 1Rr Attached ❑ Resumed for Corrections ❑ Other: 10 se amte Cover Via: Enmil 10 Due Dam: ITEM+_,:PACKAGE SURMITTAli DRAWING REV. ITEM NO. , COPIES DATE '. DESCRIPTION STATUS, 001 1 9/10/2013 COP 041 Remarks: CC: Signed: Kent Mills 11,rW m 0 Universal Surety PCO 041 9/11/2013 CM $ 125.00 1 $ 00 M R OHP 15.00% $ 8 Subtotal $ 143.75 Subcontractor $ 3,922.71 LS OH&P 5.00% $ 14 Subtotal $ 1.85 Bond 1.00% $ 42.63 , Insurance $ 3.55 $ 15:88 Total Costs $ 4,320.50 Adjustment $ (O.Sor-- ? Time Extension 0 Calendar Days Total Cost Increase $ 4,320.00 Pending Issues Log ma>,: project: South Transit Center Contractor: Growling Bea,A)niversal Surety Project No. 7382 Date: 11/21/13 Ref. No. CON SCC Spec Section Item Description DatRequesteda AnlauM Status 1 20.04 Vanes Tree Removal' Septic and Leach Feld' Artwork 11/2612012 $20,044.57 Adds has removal, se tic tank and leach lank removal, artwork relocation 2 20.04 none Adds weather days to contract 2/2612013 WOO Adds lB weather dain, to contract' unilateral by Dt 3 20.04 none Demobiliration/remobilizalion 3/22/2013 $0.00 2 days ranted; cost disputed; unilateral by City - awaiting position from Universal 4 20.04 Div 16 Conduit for communication and electrical work,vaults 511412013 $12,630.53 Adds vaults for fiber, cannere communications and flow fill for menthes 5 20.04 Div 2115 Backflow drevesum relocation 5/2412013 $9,604.40 Relocates BFP into Spradley Ban buildln' removes vault 6 20.04 Div Stone Sewer Profile A aduslmant(Un,t Conflicts)51612013 $6,810,56 Adjusts storm profile A - awaiun osition hem Universal processed payment in pay sop 13 WCDO01 ] 20.04 Div FCLWD waterline lowerinq(Fossil Blvd) 516/2013 $22,229.00 Adds waledine lowering in Fossil BIvtJ, patching (tracked units and materials) - awaiting position from Universal processed payment in pay app 13 WCD002 1 8 20.N I Diva 1 Structural thanes toddline#8 antl#9 5/612013 1 $13,146.88 Adds reinforcing and formwork at gndline 8 and 9-awaiting position from Universal; follow up on calculations from City; under final review ^. WCD003 " 20.04� `v Ory Ste re raoin-northwesicamer connenion to' uitlewe , 3/28/2013.. . $1,016:69 amain 'tom letionb contractor WCD004 10 20,04 Div2 Detention Pond r radio 3(28/2013 $3,293.67 Adds minor regradinn, to detention pond 8M WCD005 10 20.04 Dv3 Tie beam plan discrepancy 6/25/2013 $4,847.21 Was tracked as time and materiel costs for payment; Paid in pay sop 13 WCD006 20.04 Dv3 Detectable Warning sins 9112/2013 $15,29555 Changes type and layout of detectable warning strips (changes to cast iron); costs updated and under review quantities need to be reconciled W CDOO] 20.04 Div 2 Storn inlet and pipe connection at trail chase 9O12013 $3.709.59 Adds an area inlet and pipe connection to drain the Mason trail; awaiting completion by contractor WCD008 - ^'` tt' ,. -'20.04= 'Dv2 ^ �' ±jy%ia 1� ',.. BRTcurb rofileandho hl'chan eat letforms., ... ..90/2013. ....$1129a4. Chenges'cuMe rofileand heighirab BRTloading'plaltorms�awai0ng response from contractor orr rub ieilldroddn WCDO09 10 20.04 Div Adds barrier curb at future connection to Spradle Bart 99/2013 $392.05 Adds 12' tell barrier curb at road to Spradley Bart W CD010 10 20.04 Dv 16 Electrical changes to irrigation and movement sign circuits 9O/2013 $3,960.55 Add. an independent circuit to each location missing from design WCD011 MN Vanes Building mock up 9O/2013 $0.00 Clarifies mock up parameters and adds scene of wok $24,752 -net accepted by Owner WCD012 10 20.04 Dv2 Con 'oslFossil inlet wok -TSM 5/21/2013 $3.028.10 Tmcked as time and material costs for a ant' paid in pay sop 13 WCD013 10 20.04 Dv 2 and 16 Sprinkler Tap,initiation Sleedn , ContreW Relocation 812812013 $1,351.05 Costs in response to RR070 for irrigation and tap location change; tap paid in pay sop 13 WCDO14 10 20.04 Dv 2 Waterline Loop Connection/abandon service to house 9/2W2013 $12,821.16 Tracked as time and material costs for pament "^ 20.04 Dv2 a Conrerto .91280 . $000 ChangMconcrete toasphalt'pavng traot .si.te`entrance(GEM claim'$1,463.83)'ammdt net CaWC015 a reeGiotiQ�detail�ovi totracer W CD016 20.04 Div 2 Grades at East Rams 9/28/2013 50.00 Changes gradea at east handicap ramps W CDOT] 20.04 Div 3 Dowels at DA'dints in concrete d"n 10/10/2013 1 $3,084.03 Adds doweled expasion joint to concrete pamng around Platforn WCD018 10 20.04 Dv3 Te rebar for platform curb 10/23I2013 $1,956.17 rebar tie rods from platform curb to concrete pavng WC0019 MN Div2 Downspout connections to storm piping on platform 1012112013 $3,688.91 Requests pa,ment for downspout connections to storm drains at GL3 519� under remew by City his 1 9 20,04 Dv3 ESD Dama e0 cum at BRT Guideway 11/2112013 ($1,521.90) Repair of ESD damaged Wrld by CEI Pending Changes to concrete mix design 9/9/2013 $0.00 Owner does not accept cost for change to mix design no benefit shown by Contractor($12,613 COP058 Remobilization costs for Rkes Peak Steel 0ernination 10/2312013 $5,706.42 remobilizalion costs for structural steel subcontractor after GEM terninalion7 not accepted Pending Totat $148,284.93 Chan .Order#1 Subtotal: $20,044.5] Growling Bear Construction Inc. 4ih Ave ey, Colorado 8001 TITLE: WCD 010 PROJECT: FC South Transit TO: Attn: Kent Mills Universal Surety PROPOSED CHANGE ORDER No. 00041 DATE: 9/10/2013 JOB: CONTRACT NO: RE: To: From: Number: DESCRIPTION 01iPROPOSAL • , ,,. i : , - • . 11 ' ,. Additonal Electrical Circuit Only for WCD 010 Item -- Descrip66n'.•. Stock#;.r. 'j Quantity. Units Unit Price.. -TaxRateTax Amount Nei Amount 00001 Add Electrical Circuit 1.000 LS S3.497.00 0.00% 50.00 $3.497.00 00002 Superintendent 1.500 MHR $80.00 0.00% S0.00 S120.00 00003 Project Manogruent 1.000 MHR $85.00 0.Do% S0.00 S85.00 00004 Insurance IA00 IS $13.14 0.00% S0.00 S13.14 00005 Markup Subcontractor � GGE 1.000 Ls $174.85 0.60% $0.00 $174.85 00006 Markup pvb 1.000 LS 32.72 0.00% S0.00 $32.72 / Unit Cost: $3,922.71 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 APPROVAL: By: Gary Shironaka Date: 1nr,Un.,s By: Date: Total: $3,922.71 Kent Mills J Project Name: South Transit Center 4915 Fossil Blvd. Fort Collins CO B0525 GC Contract No. #2224 --� CCE Project#: 397 CHANGE REQUEST PROPOSAL Change Request: .. =:3 :, Date: September 6, 2013 Change Description: ' • . RFI'70 and .76 0nund:, Trade - Labor Rate x Hours = Extended Costs Foreman -4% of direct labor'`. " $44117 , 1136 $60.00 Journeymen $44a2':: 34.00 $1,500.08 Project Manager- 4%of direct labor, - ;`$9412' 1-36 $60.00 Materials _ Units x Unit Cost = Extended Costs Base Materials „•' ., z 1' 136.00 $136.00 Wire _ '; : 1•' 350.00 Lighting - $0.00 Breakers ,^2: 17.50 $35.00 _. -. . $0.00 Direct Materials Costs Subtotal: $521.00 Large Tools & Equipment Rate x Days = Extended Costs trencher -1, 2.00 $610.00 mini x; + $245.00t. 1.00 $245.00 jumping jack -- .-=.$103.00C - ,';1:00 $103.00 Delivery, Fees & Rental Tax -"'"580.00 0.00 $80.00 Large Tools & Equipment Cost Subtotal: $1,038.00 Sub -Subcontractors Quote = Sub -subcontractor Cost Subtotal: Extended Costs S0.00 $0.00 WORK PERFORMED BY SUBCONTRACTOR: rates cost total 1) Direct Labor Costs $1,620.09 2) Labor Overhead (Direct Labor Burdens) 0.00% $0.00 3) Total Subcontractor's Labor Cost $1,620.09 4) Direct Material Cost $521.00 5) Materials Overhead (Delivery / Small Tools) 0.00% $0.00 6) Materials Taxes (Sales) 0.00% $0.00 7) Total Subcontractor's Material Cost $521.00 8) Total Subcontractor's Large Tools / Equipment Cost $1,038.00 9) Total Sub -subcontractor's Cost $0.00 10) Total Subcontractor's L, M. TIE and Sub -sub Cost $3,179.09 11) Subcontractor's Overhead (indirect Cost) 5.00% $158.95 12) Subcontractor's Profit 5.00% $158.95 13) SUB -TOTAL SUBCONTRACTOR'S COST $3,497.00 14) Bond Premium 0.00% $0.00 132 Commerce Dr., Ste #1, Fort Collins CO 80524 Phone:(970) 493 A077 Fax: (970) 493-0122 0 15) Total Price of This Change Proposal 132 Commerce Dr., Ste #1, Fort Collins CO 80524 Phone: (970) 493-4077 Fax: (970) 493-0122 $3,497. 1101., 4.i1�Aw , t TO CONTRACTOR: Growling Bear Inc. WCD NO: 010 PROJECT: Mason Corridor - MAX BRT (South Transit Center). PROJECT NO: OWNER: City. of Fort Collins - Engineering Department ENGINEER/ARCHITECT: The following additions, deletions, or revisions to the Work have been ordered and authorized: Electric Site changes (irrigation and monument sign circuits) 7382 This work change directive directs the Contractor to price and, if accepted, add installation of two circuits from panelMA, including associated conduit and wiring. Each circuit shall be a 20A, 120V. This WCD follows on RF1070 and RFI076. This work change directive cost shall include: 1. Cost for installation of wiring, trenching, conduit installation, terminations, backfill to make circuits to each location fully operable. The work shall include supplying materials, installation; complete in place, according to the attached plans and STC project specifications. This work shall be priced as a lump sum addition to the contract and paid for based on % complete of work in place. This change is being initiated by the City as the design drawings did not include circuits to either the irrigation controller or the monument sign back -lit lettering. Attachments (List'S'upportirigbocumenii; plan sheet E2.0 It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By: .,,,t {�--- Cll�"� September 7, 2013 ner / Date Recommended By: September 7, 2013 ConsWcSon nager Date Copy: Owner; Engineer/Architect; Field File- SharePolnl WCDO10—ELECTRIC SITE CHANGES 09-07-13—DRAFT FOR PRICING PAGE 1 OF 1 r CAMERA POLE BASE DETAIL L . ELEl- AL SITE PLAIII d tom- F-NO Z J'Z uJ g 20v 0 0.0 �H U maxWORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 012 PROJECT: Mason Corridor - MAX BRT (South Transit Center) PROJECT NO: 7382 OWNER: City of Fort Collins - Engineering Department ENGINEER/ARCHITECT: Aller Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: 0 (Title of WCD): Conejos inlet modifications This work change directive directs the Contractor to perform inlet modifications at Conejos and Fossil Blvd. This work is authorized as an extension to the Storm Profile A changes. All work performed under this work change directive shall be done on a time and material basis. The work shall include supplying materials, installation; complete in place according to direction provided by the Engineer and STC specifications. Attached please find a time and material summary for the work. r This change is being initiated by the City as design modifications were made to Storm profile A dictating inlet changes. Attachments (List Supporting Documents): - It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By: c - October 26, 2013 fo caner Date Recommended By: zo r %%1 October 26, 2013 Construction Mallhager Date Copy: Owner; Engineer/Architect; Field File - SharePoint W CDO12_CONEJOS INLET MODS-05-21-13_DRAFT FOR PRICING PAGE 1 OF 1 MAX BRT - South Transit Center Contract Change Request Reconciliation WCD012 - Conejos / Fossil Inlet Modifications Date: May 21, 2013 Item Description Labor/Equip Class Quantity Unit Unit Cost Total 1 Time - Kahn Foreman 4.5 HR $55.42 $249.39 2 modify flow line of inlet Labor 11.0 HR $45.50 $500:50 3 Operator 10.5 HR in equip rental rates 4 Ford PU F250 14.5 HR $58.50 $848.25 5 CAT 236 Skidsteer 4.5 HR $104.00 $468.00 6 CAT 416 C Backhoe 1.0 HR $123.50 $123.50 7 Concrete 5.0 CY .$95.00 $475.00 7 ISubtotal i $2,664.64- 8 Subcontractor Markup - 5% $133.23 9 GBI PM 1 HR $85.00 $85.00 - 10 GBI Superintendent 1 HR $80.00 $80.00 11 Markup on GBI labor -15% $24.75 12 Subtotal $2,987.62 13 Insurance at $3.55/$1,000 $10.61 14 Bond at 1% of Subtotal 2 $29.88 Total Cost Conejos Inlet Mods: $3,028.10 COLORADO DEPARTMENT OF TRANSPORTATION INSPECTOR'S REPORT FOR FORCE ACCOUNT WORK Project No.: 7382 Project Code (SA#): CMO or F/A No.: Contractor's Name: Growling Bear Subcontractor's Name: Kehn Description of Work: Modify Flow Line of Inlet Date: 4126/13 4/29/13 LABOR Employee Name Occupation Hours Total Hours ST OT ST OT ST OT ST OT ST OT ST OT Bob Foreman 3.5 1 4.5 Victor Operator 6 4.5 10.5 Philberto Laborer 6.5 4.5 11 The hours shown here were checked against the certified Pa rolls. Checked By: Date: / I EQUIPMENT Code No. Shift Rate _ , Hours Total Hours 1" SB Cat 236 Skidsteer 4.5 4.5 Ford F 250 PU 10 4.5 14.5 Cat 416 C Backhoe 1 1 MATERIAL TYee I Unit Number of Units Total Units Note: A Certified Invoice for Materials is re uired as Dart of billin . Concrete CY 5 5 Contractor/Subcontractor initials Billinq Procedures shall conform to applicable project specifications. I certify that this is a correct record of employee & equipment hours and material units on the above project as authorized by the above modification order or agreement. Signed: Title: egion Finals Engineer (original) CDOT Form 10 07/02 Project File Contractor Previous editions may be used until supplies exhausted •A, August 26, 2013 Ms. Erika Keeton, PE MAX Project Manager City of Fort Collins — Engineering Dept 281 N. College Ave. Fort Collins, CO 80524 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand VIC0y RE: MAX Bus Rapid Transit Project — South Transit Center 7382 T & M Work at Conejos and Fossil — Modify Inlet due to Raising of Storm Line Profile A Independent Cost Analysis — Change Order No. 9 Growling Bear Inc. performed work on a Time and Materials basis to modify the inlet at Canejos and Fossil due to the raising of Storm Line Profile A for the South Transit Center. The spreadsheet attached to Change Order #9 provides the actual labor hours worked, the actual equipment time and the actual amount of concrete placed for this change. The unit costs for labor were derived from the Certified Payrolls and the equipment and concrete costs were captured from previous work costs. The Independent Cost Estimate coincides with the spreadsheet, since these are the actual costs. The costs proposed by the attached spreadsheet, as supported by the Independent Cost Estimate are what we believe should be the basis for the Contract Change. As such, I find costs for this Change Order in the amount of $2,242.71 to be reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. Ron Kechter Project Engineer City of Fort Collins Operational Services - Facilities Cc: job file Ot'P0lv Change Management Checklist Compliance Category Date Reviewed Reference Initials Water Resources and Water Reviewed for compliance with g/26/13 Quality — EA 3.8.4 — contractor RK Environmental Assessment complied with all erosion control requirements All of the work was based upon Reviewed for construction/safety impacts 8/26/13 standard construction and safety RK practices City costs were determined to be Independent cost estimate prepared 8/26/13 reasonable by comparison in an RK independent cost estimate that was based upon actual work done Reviewed for PCGA grant compliance 8/26/13 Part of Build Alternative Scope RK i included in SCC 30.02 The base work and this changed Reviewed for real estate impacts/needs 8/26/13 work was accomplished within the RK right-of-way and easements Reviewed for compliance with design criteria/ADA htto://w .access-board.gov/ada-aba/ada- 8/26/13 N/A -- RK standards-dot.cfm Pending Issues Log max Date: 11/21113 Ref. No. I CON I SCC I Spec Section I Item Description I o^Dale•^A I I Status Total original CoMact Ar nt ,3 65.0 Ad'u.,. ...Cl Amount pr ectetl ,50a,650.63 Penoing Issues as a %W Comact Announq 3.60% hangs UrdOr % as approved 2.63% = needs recMfAlation bedW een Owner/conVactor = neetls action by Owner = needs action by Contractor of CoRins City Date of Estimate: 21-May-13 Contract Type: Fixed Price Existing Contract or PO (YIN): Yes Independent Cost Estimate Description Services (B): Time & Materials work reconcilliation for modifying the inlet at Conejos and Fossil due to the raising of Storm Profile A for the STC. I have obtained the following estimate from: Engineering or Techincal Estimate (performed by) - Ron Kechter B T & M Work at Conejos and Fossil - Modify Inlet due to Raising Storm Line Profile A Time - Hours Quantity Unit Cost Total Cost Foreman 4.50 $ 49.80 ' $ 224.10 Operator Backhoe & Skidster) 10.50 $ 38.19 ' $ 401.00 Laborer 11.00 $ 24.75 ' $ 272.25 Equipment - Hours CAT 236 Skidster 4.50 $ 37.72 $ 169.74 CAT 416C Backhoe 1.00 $ 42.45 $ 42.45 Ford F250 Pickup 14.50 $ 17.10 1 $ 247.95 Materials Concrete - CY 5.00 $ 95.00 $ 475.00 Subcontractor Subtotal $ 1,832.49 Subcontractor Mark-up @15% $ 274.87 Subtotal $ 2,107.36 GBI Mark-up on Subcontractor work @ 5% $ 105.37 Subtotal 1 $ 2,212.73 Additional Bond @ 1 % $ 22.13 Additional Insurance @ $3.551$1000 $ 7.86 Total 1 $ 2,242.71 From Certified Payrolls Signature of Preparer:a �2," 1, o -e= max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 9/18/13 Contract Change Description Waterline Loop Tie In — Spradley Barr Contract Change Number WCD013/COP043, 042 1 Date Received: 9/12/13 Plan Location: See WCD013; Irrigation tap relocation; sleeving Description of Review: WCD013 was issued to address relocation of the irrigation POC including the actual tap and sleeving necessary to accommodate the change. This work was initially described in RFI070. GBI submitted two separate cost proposals for this work. One proposal (042) was from Bath Landscaping for additional sleeving and mainline to the new POC location. However, this work was never performed as Bath held discussions with Pat Sherin that indicated they could use the existing sleeving and mainline as designed without a second crossing location across the park and ride lot. As such, this review is only applicable to the COP043 documentation provided. Don Kahn Estimate and Contract (page 4): 1. Komatsu 2 hrs at $208.00 = $416.00 2. Superintendent 2 hrs at $84.50 = $169.00 3. Laborer 6 hrs at $45.50 = $273.00 4. Pickup Truck 2 hrs at $10.00 = $10.00 5. Copper fittings $192.00 markup on permanent materials (15%): $28.80 Subtotal 1: $1,088.80 Markup on Subcontractor (5%): $54.44 GBI Superintendent (1 hr): $80.00 GBI PM (1 hr): $85.00 Markup on GBI labor (15%): $24.75 Subtotal 2: $1,332.99 Insurance at $3.55/$1,000: $4.73 Bond at 1 % of $1,332.99: $13.33 Total: $1,351.05 Reconciled Total Change Request using allowable costs and markups Total = $1,351.05 (as described above) Engineer Acceptance: Contractor Acceptance: Page 1 of 1 0 Universal Surety TRANSMITTAL No. 00009 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 9/11/2013 REF: COP 043 Kehn Proposal Tee and Piping to Irrigation POC ❑ Shop Drawiugs ❑ Approval ❑ Appravcd as Submitted ❑ Ictter ❑ Your Use ❑ A s'ed as Noted ❑ Prints ❑ As Rcquestcd Cl Raurned After Loan ❑ Change Order ❑ Renew and Comrmn ❑ Raubrnit ❑ Plans ❑ Submit ❑ Sam la .S . -VIA: ❑ Returned ❑ S 'fications ❑ Attached ❑ Returned for Co ions ❑ 0 . ❑ rate Cover Via: ❑ Due Date: iTEM�PACKAGE'SUBMITTAL DRAWING ;'REV+ITEM NO. c'COPIFS; DATE<`DESCRD'TIONr. STATUS? 001 - 00 9/11/2013 COP G43 Irrigation Tap and Tee Remarks: CC: Signett ls En,, aw, Universal Surety PCO 043 CM OHP Subtotal Subcontractor OH&P Subtotal Bond Insurance Total Costs Adjustment Time Extension Total Cost Increase 9/11/2013 4 $ 125.00 1 $ 125.00 MHR 15.00% $ 18.75 — ? $ 143.75 $ 1,318.29 LS b e Y 5.00% $ 65.91 — 46' y`ice $ 1,394.20 1.00% $ 15.28 $ 3.55 $ 5.48 cf/rrac4/ r%�c/uoG� .� GBl $ 1,548.71 0 Calendar Days $ 1,548.71 PER 0 Growling Rear Construction Inc. 2330 41h Ave Phone; 970-353 6964 Greeley, Colorado 80631 Fax: 970-353-6974 TITLE: Add tee and irrigation line DATE- 9/11/2013 PROJECT: FC South Transit JOB: TO: Attn: Kent Mills CONTRACT NO: Universal Surety E ORDER No. 00043 RE: To: From: Number: DIESCRIPtIONOFPROPOSAL Add tee and piping from waterline to irrigation POC as per RF1 070. Work specified as by others in contract documents. §toai� 06aniiity', bn,iis tt Pe nc, , , -a Tax RateTax Amount Net Amount6azrip—ti6n, 00001 Kchns proposal 1.000 LS S1,070.00 0.00% %00 $1.070.00 00002 Superintendent 1.000 MHR S80.00 0.00% S0.00 580.00 00003 PM 1.000 MHR S85.00 0.001. $0.00 S85.00 00004 Insurance 1.000 LS S4JS 0.00% S0.00 S4.38 00005 MArkup Subcontractor 1.000 LS $53.50 0.00% so.00 $53.50 00006 Markup 1.000 LS 25.41 0.00% S0.00 $25A1 Unit Cost: $1,318.29 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: $1,318.29 APPROVAL: By: Gary Shironaka Date: By: Date: Kent Mills ESTIMATE AND CONTRACT No. Don Kehn Constimetion Inc. Keho's Fort Collins . _. _ .... .. _..... _ _ _ _ ... GENERAL CONTRACTORS 6550 SCR5 thomson(uillorigsspeak.net (Toni) (cell 970.217.2940) Fort Collins, CO 80528 k6 a lonespeak.net'(CaroUDan) 970.226.4111 970.226.4115 (fax) TO: Growling Bear Co. Inc. Attn: Gene Leach 2330 a Ave. Greeley, CO 80631 REVISED We hereby submit our proposal for: ` Description of Project: Ft. Collins South Transit Center Location of Project: Project Proposal: Time 2 his. Komatsu (careful excavation of waterline). 2 his. Superintendent (install tap fitting on waterline) 2 hrs. laborer (hand dig waterline) Ca lef 2 hrs. laborer (hand dig waterline) Sub+ 2 hrs. laborer (expose service line) �BQ.sv s 'tSS ¢Z 2 hrs: Pickup Material: Copper & Fittings September 10, 2013 970:353,.6974 (f) Pleachli@,uow1ingbear.co 353.6974 $208.00 $ 416.00 —zP' $84.50 169.00 $45.50 91.00 $45.50 91.00 $45.50 91.00 $10.00 20.00 Subtotal: $ 878.00 $192.00 $ 192.00 TOTAL: $1070.00 If unit prices, units will be measured upon completion and invoiced at these rates. Exclusions: The following general exclusions apply unless specifically included above: Bonds (add 1'/,%for Performance & Payment BondsyPenni1s1FceS/ Testing/Engineering Scrvices/Surveying/Staking & Layout/Pavement Markingfrmffie Control/Barricades/Manhole and Valve Box Rim Adjustmcnts/Excavati Disposal and Replacement of Unsuitable Material at Subgtade/Subgrade Preparation to+/-0.10 Foot/Saw Cutting/Sbouldering/ Utility Conflicts. This Estimat and Contract including any attached forms must be made part and parcel to any contractagreement into which Don Kelso Construction, Inc. may enter. DON KERN CONSTRUCTION, INC. Thomson Eccles ACCEPTANCE The undersigned hereby accepts this proposal including all terms and conditions on the reverse side. Company Accepted PLEASE SIGN AND RETURN ONE COPY TO SHOW ACCEPTANCE OF THIS CONTRACT a I RRIG:ITION LEGEND JU ,•..':mw: `w'."°x.N»:'"owuwm cHrrW-- .. vns M�i..'rwrt V na n r rwur un«u wn tm'+.Ixa� wiar+p� �U�rrl m r.i.r M nac. m.na wn ..xmr m. w. wa»c-iw+cw u.uatt x �J nRAw nw 4„J,' [� ru r.J[. a� zy -`ns.,J�xn>xx ma ana n nxw..m xe x.,u 'z J.Z. U J ~ INSTALLATION GENERAL NOTES =,0 LL r�(,�vww WSV qOR Wa.c ,p UTMMinM .,y,'� Y � wxnNNm,R�pl �MpQ�pV.1x[ n r u V �p�u[J#rP m.epn 9.qn »[ oh ♦. ,¢. MI,RLMrNwrt n. xMx �C+ .won Cp CONMUC,TION NOTES r.,,� w.[ ®/pF5FYY0AiNW COASIlfAATd IIC �n..J.•.... 1 [ ° • xmnwmnhelow. w „ • Cailmae pump J IR1ry.1 , 1 V, Request for Information Growling Bear Co., Inc. Project: Fort. Collins South Transit Center Location: - 4915 Fossil Blvd From: Gene Leach To: Matt Newman, A-L-M No.: 70 Date: 6/21/2013 PM: Gene Leach Phone No.: 970353-6964, 970301-3847 Fax No.: Action Requested: x Clarification x Direction Approval Reference: Drawing No: IR1.1, C3.1, C3.2, E2.0 Detail No: Information Needed: Landscape irrigation tap and power for irrigation controller Sheet I131.1 indicates a 3/4" water tap and meter for the irrigation system, 120V power is also indicated for Water line plan Sheets C3.1 nor water line profiles sheets C3.2 indicate any tap for the irrigation system. Sheet E2.0 Site electrical plan does not indicate power to the location indicated on sheet I111.1 for the irrigation controller. Please provide plans; tap location, electrical information for pricing NLT 6-28-13 Submitted By: Patrick Sherin Response: Provide tee, isolation valves and controller assembly at park and ride center island. Provide sleeving and mainline connection as shown in the attached drawings. —Keith Meyer By BRT Construction Manager Date August 28, 2013 9 ALL ROTARY SPRINKLERS. CONSTRUCTION NOTES 0 THE IRRIGATION SYSTEM POINT -OF. CONNECTION _ POC) SHALL BE DOWNSTREAM OF THE !IRRIGATION WATER TAF__AND MEfER�INSTALLED BYj 40TERSEAT THE APPROXIMATE LOCA110N SHOWN. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S AUM REPRESENTATIVE. OPEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. O3 CONTRACTOR SHALL OPERATE BALL VALVE IN OPEN POSITION WHILE TREE AND NATIVE GRASSES ARE ESTABLISHED, OWNERS SHALL ADJUST BALL VALVE AS REQUIRED AFTER ESTABLISHMENT. n4 IRRIGATION EQUIPMENT SHOWN OUT OF LANDSCAPE AREA FOR CLARITY N 0 -j N O-nC 0;2 O —1 —1 Zo> Cnr-c OZ— Oy—I ;N M a m onm O� El NV id 31i5 V 1a1�313 \P max August 26, 2013 Ms. Erika Keeton, PE MAX Project Manager City of Fort Collins — Engineering Dept 281 N. College Ave. Fort Collins, CO 80524 RE: MAX Bus Rapid Transit Project — South Transit Center 7382 Independent Cost Analysis — Change Order No. 10 Growling Bear Inc. Change Order Proposal #28 Work Change Directive 04 with Attachments Growling Bear Inc. Change Order Proposal #14 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Growling Bear Inc. provided Change Order Proposal #28 in the amount of $3,293.67, subsequent to their re -grading of the detention pond based upon profiles and calculations provided by the City. Concurrent with receipt of COP #28, the City prepared the spreadsheet attached to C.O. #10 that compared the actual costs the City determined by their observations ($3,344.61) compared to COP #28. These actual costs became the basis for the Independent Cost Estimate prepared at the same time. Prior to accomplishing this work, Work Change Directive 04 was issued for the amount of $6,354.31 to outline the work required and direct that the work be accomplished with the caveat that once this work is verified in the field, a Change Order can be executed for this work. The work required was a matter of discussion for a time prior to the issuance of WCD 04. The original changes to the grading for the detention pond were provided in ASI #8. Issuance of this ASI prompted GBI to submit COP #14 that provided costs of $13,613.48, which were considerably higher than COP #28, which was based upon the actual work completed in the re -grading of the detention pond. The labor, materials and equipment costs proposed by Growling Bear Inc. were evaluated against an Independent Cost Estimate and are consistent with pricing for similar work. As such, I find the cost of this Change Order Proposal #28 from Growling Bear Inc. in the amount of $3,293.67 to be reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. Ron Kechter Project Engineer City of Fort Collins Operational Services - Facilities Cc: job file ,rraavmmvle�... �„„-�eovom�rsnvur�xsramme», REFERENCE NMS: . G) .. F w o �y0 Z 0 U 0 0 �ZU ZJZ U i J =�U HL� LL O0LL 0 H U max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/27/13 Contract Change Description Waterline Loop Tie In — Spradley Barr Contract Change Number WCDO14 I Date Received: Plan Location: See WCD014; Spradley Barr parking lot Description of Review: WCD04s issued to address time and material work performed at the Spradley Barr car dealership lot to install the STC waterline loop connection and abandon a waterline tap at the same location. This work was tracked as time and materials through the attached Cost of Work forms. A summary spreadsheet attached on page 2 represents a complied cost summary based on City tracked and anticipated expenses. Reconciled Total Change Request using allowable costs and markups Total = $12,821.16 (as described above) Engineer Acceptance: Ar Y lam' ry. Page 1 of 1 MAX BRT - South Transit Center Contract Change Request Reconciliation WCD014 Reconciliation - Waterline Connection and Tap Abandonment Date: October 27, 2013 WaterlineCennection and Tap Abanddnmentr$ley Bart _ Item Description Labor/Equip Class - Quantity Unit Unit Cog Total Cost ~Time 1 - Kahn Foreman 7.5 HR $55.42 $415.65 2 Labor 11.5 HR $45.50 $523.25 3 Operator 7.5 HR in equip remal rates 4 CAT 966G Loader 1.5 HR $195.00 1 $292.50 5 Komatsu PC88MR 6.5 HR $185.00 $1,202.50 6 CAT 938G Leader 5.5 HR $162.50 $893.75 7 3/4'Grawl 13.0 TN $32.00 $416.00 8 6' Solid Sleeve 1.0 EA $350.00 $3%00 9 Subtotal 1 $4,093.65 16.Oct13 o-..i,'Y _ 10 Time -Kehn Foreman 3.5 HR $55.42 $193.97 11 Labor 7.0 HR $45.50 $318.50 12 Operator 7.0 HR in equip rental rates 13 CAT 966G Loader 0.0 HR $195.00 $0.00 14 Komatsu PC88MR 3.5 HR $185.00 1 $647.50 15 CAT 938G Loader 3.5 HR $162.50 1 $568.75 16 Subtotal 1 $1,728.72 17-0ct 13 UW4 Xr-t. WN ro`A"A�r._.,, c4 17 Time -Kehn Foreman 4.0 HR $55.42 $221.68 18 Labor 4.0 HR $45.50 $182.00 19 Operator 4.0 HR in equip rental rates 20 CAT 966G Loader 0.0 HR $195.00 $0.00 21 Komatsu PC88MR 4.0 HR $185.00 $740.00 22 CAT 938G Loader 4.0 HR $162.50 $650.00 23 FlowRll 15.0 LY $85.00 $1,275.00 24 Loads to Haul &0 EA $80.00 $240.00 25 Subtotal 1 $3,308.68 26 Concrete Curb Repair Concrete Curb 5S0 LF $15.00 $825.00 27 Asphalt Patching in Spradley Lot Asphalt Patching 4.0 TN $140.00 $564.67 28 jAllowance for Lindgren Landscaping 1.0 LS $990.00 $990.00 30 Subcontractor Markup -5% $575.54 31 GBI PM 2 HR $85.00 $170.00 32 GBI Superintendent 4 HR $80.00 $320.00 33 Markup on GBI labor- 15% $73.50 34 Subtotal $12,649.75 35 Insurance at $3.55/$1,000 $44.91 36 Bond at 1%of Subtotal $126.50 Total Cog Waterline Connections: $12,921.16 may° COST OF THE BORE RECORD � ROEC mpNadRwddrach wpt al'mtsgsda 6�iaRaffiYro fbwvl�ej pmja . $dxb Trejit Ca=u Cmtr . CeWs ISub to Umal Sunh) Cmtraxors Rep: Pat Shedn COFC lmpmtm Derek PMPPs mcrlpUcn Of WOM W"ll WateA rlo-i-x SPradkl Ray f AbaMm Se,,k, Ole MP ROM Number. Dab: Tuesday-1011512C13 Pr*d Numbcn 7W Owe; COFC Mmusr ub ExW. W4M OeapiPlbn OaamOy Ilml tM�C TmM for amn TM Cn tCATWBG loedm VNO Mr Rauiq andavM.ld nuladdlgan vmd xq and dopuWhp apOp mmyfmm 2%wMaea Anlved maha m 9' M. VM mq � �. r aloe 2'30 5.5 MR 1 F(.SOMIt Faravxp vm Uaad fa Ma x AM-m at h@M BF mfnrdx ramay.I v.rF.. 02: WeiIA VdpM Sa7an xBM1. VM ak ° 6.S NR t CATONG mde Qs MIM ma Wl$WQ WM bat Of 00 IMM. AMWd p'M m I W. badRd w and h 14 Cmm 2WO t5 MR 2 ubpm Fm Puy x VP W AM aaCpq mO ataiMd w al to AM, Wahod ud15 FA1. Yaull and wfttelmval wYwaf aMdx . 11.5 MNHR 1 CPxeb Wpaad T AM toff ml .VWA and BF pavemx Mr.MW rlC(I( pa AlZSO. 7.5 MIINR i PaeerrueV Waetetl T AM m S30 Pt.E Ymdl aM 6F PFaMOY angry yo,;wy narytgpd pF 2.So. ) S MNHR W Grasg AddFm1 R>vl: buuOmaruve6»afam�RdrmpWp Mrautt 13 TN S " Addbo *Boyd 5tsave taa!!M [IW1 Mart II IIIPrnl an aMetC?1 / EA - _.l City of C.,M. Cey 1.Rmaa 9ReM,a pKpls sake. ?. ie RyeG{payy.g�yRyyNppy dit. 1.-o Cptra(:lr Rap.wbin COST OF THE R'URRRECOIPD a 'A' Rob s®pklda���mrk `w, d�ipd ey h+h •Nmeeatirca d�ora 6de.i ProkcC S AhTranut Cem, Record Nlenbm: CwvectoT: Kehn's 15ub m UnNersal Surety) Datc Wednesday-3D/16/2013 Conbwtms Rep: Pat Sherin Plolept Number: 7382 COK lnspedw. Derek Phipps Ownw. COK Description of Wort Instill Watedine Tie -In at Spmcky Sam/ Abandon serldce fine tap Meaty l+bx Equip. Ihtedal oa.,wn iwo. y Ih0 Nit TstlM Ass, TaMCev 1 CAT SM Lasdn Wp m Np abenoonnom bepm at 12:30. ETbedal a w daun UIpdU wane peuRd. 35 HIRE Karelsu 1 pCa846R `7yakmhppbarNume bvunat12d0. CmLdalawtrndavat 1114v paatl. 3t HR Fulmar 2 Lob" Wakm WlaWp6>nnMnl Dlpin rt1230.FIIdedalawtgn Oeust Dbck{tnn pptpsd. 7 MNHR 2 'operator Workm Np ebengpnemnt Eepen at l2l0. ErNadet4v.Tpnttnrldotka a - 7 NI:HR 1 F WMpn Np ebaMwunun bepen et 1230. F1Medna Myn Nmet bbrxa wre paved. b.5 NMHR Cpnm . city of sort Codlnf Contructm Bapresentative: copy 1. RabnMrtRsWenlanOatePe Mfu. 2 TO P1gMlbnapr Ma3ryYeslha LX M. 3. TO Geee 3af: Reptrcn—,..ae CLLSTOF THE WORK RECORD ma 4 ff. [a coaglwasYE cderL sah drf ulusodaMM reP�um r Wail ✓CJ Project SOUM T,p Cents Cplos Kehn's(Sub to Urdrr.1 Surety) cmtraom Rep: Pat Sherin COK lropecter. Derek Phipps Deumptkn a1 Work: IMA Waterpne Tle-In at Spraoley Rarr RemN Nmnber. Date: Thu dl-10117/2,113 Proles Nmnber. 7382 OW ,.. COFC .. .. .. .. a .. -: ... .. �®ems �����■� Capmeerts: C- City of Fort Collins ReDrelenftt 4.—_— Cwrtrecfor RepresmtaUve: z Y c+"� tlti blyppbSYevR. raPy t. Rwn.M IRwbIYY hepYMe� z ra Preied rea-...sw.m m.r eewn.e»e.r. ). Te fcrYa>ph 4eprgmSye 'kawJR V� 4. L I N D G R E N L I N D G R E N ""11 . a irrlxnbn, Inc, tmdsc m NxaW. m P.O. Box Z71273 P.O. Box 271&0 Fort Coffins, CO 60527 Client: Pat Sherin 2330 4th Ave. Greeley, CO 80631 970-534-0450 cell Parking Island Repair *Time and Material Estimated By: Seth Mielke September 26, 2013 Sprinkler and Landscape Repair Proposal Number: 4432 Job: Spradley Barr 4809 S. College Ave. Fort Collins, CO 80525 (Time and material is a project billing type whereby the customer is charged for all of the hours of work performed, any direct expenses incurred, and material purchased during project delivery) Billing rate is $52. 00 per man hour, and $55.00 per machine hour. • Regrading of any damage as a result of site construction. • Five #5 suitable shrubs will be planted to replace existing plant material (removed by others during construction). • Drip system will be'repaired as necessary to irrigate plantings. • Weed barrier fabric and 1.5" river rock will be installed. * Allowance - Price may exceed total below. Subtotal: $990 Sprinkler Repair *Time and Material (Time and material is a project billing type whereby the customer is charged for all of the hours of work performed, any direct expenses incurred, and material purchased during project delivery) Billing rate is $52. 00 per labor hour, $79.00 per technician hour, and $55.00 per machine hour. • Repair of sprinkler mainline, wiring, laterals, heads, etc to return system to operable condition after damage from construction. • Sprinkler Technician hours will be reserved for design and layout, troubleshooting, irrigation wiring, and on -site supervision as necessary. Subtotal: $0 Pizcme: 770.226-W17 Fxz 970.226.2048 Page 1 emit OzfoClindgrettEand cnp xooz websita wx++w.i'.nd retttandsra�x,cmin *Time and Material (Time and material is a project billing type whereby the customer is charged for all of the hours of work performed, any direct expenses incurred, and material purchased during project delivery) Billing rate is $52. 00 per man hour, and $55.00 per machine hour. • Regrading of any damage as a result of site construction. • Suitable turfgrass sod will be purchased and installed to replace turf damaged by construction. Subtotal: $0 Project Total: $990 Piwne 970,2Z6.5677 Fax: 970226.2048 enuil: InlorDv Ifndgrenlandscapc.mm Page 2 hMulrr. �+uw.11nd¢renL�ndzca emm Terms and Conditions: Owner Responsibilities: • The site must be relatively free of weeds and debris unless otherwise specified • The owner is responsible for the location of property pins if they are not easily located • The owner is responsible for providing the expected final grade within 1" • Owner understands that designs and estimates are based upon on -site information at the time of field measurements. • Any changes or revisions made by the owner may incur additional costs Lindaren Landscape & Irrigation. Inc. (LL&II) Responsibilities: • LL&II is responsible for the location of all utilities (gas, water & electric), phone, and cable TV • LL&II is responsible for any damages incurred by LL&II during installation Guarantee: • All work is guaranteed for 1 full year from date of installation as agreed upon in the "Lindgren Warranty" document. • LL&II can not guarantee for acts of God (tornado, flood, etc.,) or neglect • All plant material is guaranteed for 1 full year from date of installation . LL&II agrees to re -place plant material that fails to survive within that year. Plant material may only be replaced one time and a labor charge may occur for re- installation • LL&II guarantees all plant material to be true to name • LL&II guarantees to complete work according to industry standards • Guarantee is valid only if payment has been made in full as agreed upon • Proposal valid for 30 days from date of submittal I (We) understand and agree to the terms and conditions stated above and are accepted as noted by the signatures below. Lindgren Landscape & Irrigation Inc. is authorized to order and complete all the work as described herein. I (We) agree that all payments will be made to Lindgren Landscape & Irrigation Inc. at the time or times described herein. I (We) agree to pay a charge of 2% per month or a minimum charge of $2.00 per month on the unpaid balance, whichever is higher, for any amount not paid within 30 days of the invoice date. I (We) agree to pay any and all professional fees, including but not limited to attorney fees, customary debt collection assignment amounts, or gelinquency fees, associated with the collection of any unpaid ba�ance °c�:ved to Lindgren Landscape & Irrigation Inc Yccept Lindgren Landscape & Irrigation, Inc. Date Pat Sherin Date Page 3 Plwne: 970.226S677 Rw 9702:62048 erzuib Info64i3ndgrenWnduape.<om wefssitr::n.w.,i,idvrcntatidsra �e.coin i max WORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 014 PROJECT: Mason Corridor— MAX BRT (South Transit Center) PROJECT NO: 7382 OWNER: City of Fort Collins— Engineering Department ENGINEER/ARCHITECT: Aller Li The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Waterline Loop Tie in and Service Line Abandonment This work change directive directs the Contractor to make the following changes to Sheet C3.1 for the waterline loop connection to Spradley Barr and provide for the abandonment of a 3/a" water service which used to serve the residential house on the property. a. Add removal of backflow preventor vault; restoration of property to original conditions (at both tie in and abandonment locations. b. Add solid sleeve connections and DI pipe removal outside of vault (to the east). c. Add cost differential to provide swivel tee, Foster adaptors as provided for in the attached detail. d. Add service line abandonment according to the attached detail. The work shall include supplying materials, installation; complete in place, according to the attached detail and STC and FCLWD specifications. This work shall be tracked and paid for on a time and material basis. This change is being initiated by the City as the contract documents did not account for the backflow preventor relocation, vault removal and service line abandonment. Attachments (List Supporting Documents): Detail sheet It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By: September22, 2013 caner Dale Recommended By: ` / "/ September 22, 2013 Construction Mill Date Copy: Owner; Engineer/Architect; Field File- SharePoint W CDO14_WATER LOOP CONNECTION_09-22-13-DRAFT FOR PRICING PAGE 1 OF 1 Change Management Checklist Compliance Category Date Reviewed Reference Initials Water Resources and Water Reviewed for compliance with 8/26/13 Quality — EA 3.8.4 - contractor RK Environmental Assessment complied with all erosion control requirements All of the work is based upon Reviewed for construction/safety impacts 8/26/13 standard construction and safety RK practices Costs were determined to be reasonable based upon an Independent cost estimate prepared 8/26/13 independent cost estimate that RK was based upon the actual work completed Reviewed for PCGA grant compliance 8/26/13 Part of Build Alternative Scope RK included in SCC 30.02 This work was on the site for this Reviewed for real estate impacts/needs 8/26/13 project and was not within any RK right-of-way or easement Reviewed for compliance with design criteda/ADA http:/hw .access-board.cov/ada-aba/ada- 8/26/13 N/A RK standards-dot.cfm WM154 40—' Caw+Fcneni (S7G}Dt£y 3,q�z) SE.�✓i✓cE i{6/9ntrZyvn�ivT I 0.� 6' 6 v 6 ^,rig SoL,c rectvc 8'X6., <" Gv ntX �J ,DER eE.t /qJ (.ZESTX,I/Ncry ' I 6X6X6 TEE H'/ 723 /7J �9rvivEc.� n ,/1 t3Y Fctwp A4 (nCdL 7D aW/ZC;" ,Z' CU R.QEi✓f' %GGwD 0774ND4)t DS If-4 -;7- /A4 .S ro dE D,, cc zsn s,L G�zE.g-r-t-t © Au N6iv WA-rE&luvE 70 :OF G9oo ry S�Z RPT.?OvED SHSM/TTHL.S. 4Cw7X,f-mjz 7O cu,E Fos7-EZ fiD'4Y7E.zs OR *,i/V. tF-�rG�7fs o,c /�rPV- To Cavrttrc,e 70 ,¢Erni✓E Di Pip£ eitrC/DE ✓MNc.� /iy D/.=6cTt�Gi G'p.,7YJ}pa� 7v 2E.i:nvE' Tj�AerFZ>w �RE%E7U7D/Z 6:7sr�T, SACdo F/C{ S 2EISVze srE 70 ebWA� e2r�J--�77o1V. $E2✓icE ilgarvDon.r.�N7-; 6 „ ?ve- �-� WArE�LiNE c'EisbvE' ���3r� vet uE S r'GUG 11 Q /I=- PJtE SnP XIM'S /vcr Eks = 6".55 crrAiZ. CcAl/ max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/27/13 Contract Change Description Tie rebar addition to platform curb (RF1097) Contract Change Number WCD018/COP056 I Date Received: 10/23/13 Plan Location: See WCD018; Tie Rebar addition to platform curb Description of Review: W CD018 was issued to address additional rebar installation at the platform curb connection to the concrete paving. This work was initially described in RFI097. This work cost was presented to the City by GBI in COP056. GBI Estimate of work (page 3): Other than GBI's proposed change order pricing (summary sheet provided on page 3), no other supporting documentation has been provided (e.g. material quotes, etc). 1. Epoxy Dowels 450 ea at $1.90 = $855.00 (represents 2' OC) 2. Form Savers 450 ea at $1.06 = $477.00 3. Form Caps 450 as at $0.44 = $198.00 markup on permanent materials (15%): $229.50 4. Project Manager 1 hr at $85.00 = $85.00 5. Superintendent 1 hr at $80.00 = $80.00 markup on labor (15%): $24.75 Subtotal 1: $1,949.25 Insurance at $3.55/$1,000: $6.92 Total: $1,956.17 Reconciled Total Change Request using allowable costs and markups Total = $1,956.17 (as described above) Engineer Acceptance: GOntractor Acceptance: Page 1 of 1 Aeird /i - zr- Universal Surety TRANSMITTAL No.00025 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 A'17TN: Ron Kechter DATE: 10/23/2013 REF: COP 056 Changes per RFI 097 Added Rebar ^D 0 16 AVLARE SENDIN13'.'I��'t 'XCT;10N.tAKEN:: ❑ Shop Dmwinrs El Approval El Approved as Submitted ❑ Letter El Your Use 11 Approved as Noted ❑ Prints El As Requested 11 Refumed After Lam ❑ Change Order ❑ Review and Comment 0 Resubmit ❑ PIMS 11 Subrnit El Samples r- El Returned El specifications El Anached Cum�ed ror corrections 10 01ber. El Separate cover via: 10 Due Out. 7 il1i 1:-'PA e kA6 'E- e S 0B 5 i ITT- AL 6R—,0W"--hN` 'G' REV. - ITEN I N 0: ,COPIES Di SCRIPfI01N STATUS' 001 1 10/23f2013 COP 056 Added Rebar in 10" and 14 " Curb Per RF1 097 Remarks: A r rg Signed: 11,��uoa & Kent Mills Universal Surety PCO 056 CM OHP Subtotal Subcontractor OH&P Subtotal Bond Insurance Total Costs Adjustment Time Extension Total Cost Increase All rights Reserved 10/23/2013 25.00 1 $ MHR 5.00% $ $ 1,956.27 LS 5.00'Yo $ - $ 1,956.27 1.00% $ 19.56 $ 3.55 $ - $ 1,975.83 0 Calendar Days $ 1,975.83 Z 2330 4th Ave Phone: 970-353-6964 Greeley, Colorado 80631 Faz: 970-353-6974 TITLE: Additonal Rebar in Concrete Curb PROJECT: FC South Transit TO: Attn: Kent Mills Universal Surety DATE: 10/17/2613 JOB: CONTRACT NO: RE: To: From: Number: Price to add material only rebar in the bus curbs per answer to RE 097 Itemu.-x�.Descrtptlon,. ` •��--.Stock#''?=j �aQuanhty,$'Units,`r=, GF.� F UnitPrice;,�TaxRateTax-AmountNet`Amount 00001 Epoxy Dowels 450.000 ca $1.90 0.00% $0.06 $855.00 00602 Form Savers 450.000 ca $1.06 0.00'h 50.00 $477.00 00003 Form Caps 450.000 ca $0.44 0.6o% S0.00 $198.00 00004 FM 1.000 LS $97.75 0.00`iv $0.00 S97.75 00005 Superintendent 1.0001.s $92.00 0.00% $0.00 $92.00 00006 Insurance 1.000 Ls S7.02 0.00% $0.00 $7.02 00007 Nfarkup -1.000 Ls $229.50 - 0.00% $0.00 S229.50 /pin %L'e aAc 9iU tt u�b e 36 oc. = 304 -Re 1" s N/ /,;x, --s Le - 33r 74e 64-A APPROVAL: By: Date: rcrdiiinv 0 Gary Shironaka Unit Cost: $1,956.27 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: $1,956.27 By: Date: Kent Mills 3 Request for Information Project: South Transit Center No.: 97 Date: 10/11/2013 Location: Ft. Collins Colorado From: Growling Bear Co. Inc. Supt: Pat Sherin Phone No.: 970-353-6964 Fax No.: 970 353-6974 To: Aller-Lingle-Massey Architects- Action Requested: X Clarification Attn: Matt Newman X Direction Approval Reference: Drawing No: C4.1 & C4.4 Detail No: Spec: RE Platform edge detail & 10 & 14" curb detail CH2MHill indicated a dowel bar needs to be provided from the curb pan into the 91'paving per the platform Edge detail. No dowel size or spacing is indicated, nor are these dowels indicated on the 10 & 14" curb details sheet Please provide dowel bar size and spacing for pricing. Submitted By: Pat Sherin Response: Sheet C4.1. Platform edge detail shows the curb to paving doweled connection. Details for 10" and 14" curb on Sheet C4.4 show internal reinforcing for the curb, but no doweled connection. The 14" tall curb was changed through WCD008. The change reduced the height to 13" and also deleted interior reinforcing. The City desires to delete reinforcing for both the 14" (13") and 10" tall platform curb details. The platform curb to paving dowel shall remain and be 30" long, #5 tie rods, 36" OC, (deformed, epoxy coated), similar to M412-1 tied construction joint details. The City feels that by deleting the internal reinforcing from both curb types and adding the tied rods, this is a cost neutral change. If the Contractor believes this overall reinforcing change is additional cost, they are to provide detailed labor, equipment and material costs for each alternative to reconcile the total cost. _Keith Meyer By October, 13, 2013 Date I maxWORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 018 PROJECT: Mason Corridor— MAX BRT (South Transit Center) PROJECT NO: 7382 OWNER: City of Fort Collins — Engineering Department ENGINEER/ARCHITECT: Aller The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Tie Rebar for Platform Curb This work change directive directs the Contractor to tie rebar (deformed) to the platform curb placement to connect to the concrete pavement. This work is being added through this WCD as outlined in R17I097. The work shall include supplying materials, installation; complete in place according to CDOT M Standards and STC specifications. The work shall be priced and paid for as a lump sum addition to the contract. The work will be paid as a % complete based on the progression of work. This change is being initiated by the City as tied construction joints from the curb to concrete paving were not specifically defined in the contract drawings. Attachments (List Supporting Documents): I' It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. � r Ordered By: ( l 'I L October 27, 2013 veer Date Recommended By: r & October 27, 2013 Construction Mofiager Date Copy: Owner, Engineer/Architect; Field File - SharePoint WCDO18—TIE REBAR FOR PLATFORM CURB_10-27-13—FINAL PAGE 1 OF 1 Project: Location From: Request for Information South Transit Center Ft. Collins Colorado Growling Bear Co. Inc. Supt: Phone No.: Fax No.: No.: 97 Date: 10/11/2013 To: Aller-Lingle-Massey Architects Action Requested: Attn: Matt Newman Pat Sherin 970-353-6964 970 353-6974 X Clarification X Direction Approval Reference: Drawing No: C4.1 & C4.4 Detail No: Spec: RE Platform edge detail & 10 & 14" curb detail CH2MHill indicated a dowel bar needs to be provided from the curb pan into the 9" paving per the Platform Edge detail. No dowel size or spacing is indicated, nor are these dowels indicated on the 10 & 14" curb details sheet C4.4 Please provide dowel bar size and spacing for pricing. Submitted By: Pat Sherin Response: Sheet C4.1, Platform edge detail shows the curb to paving doweled connection. Details for 10" and 14" curb on Sheet C4.4 show internal reinforcing for the curb, but no doweled connection. The 14" tall curb was changed through WCD008. The change reduced the height to 13" and also deleted interior reinforcing. The City desires to delete reinforcing for both the 14" (13") and 10" tall platform curb details. The platform curb to paving dowel shall remain and be 30" long, #5 tie rods, 36" OC, (deformed, epoxy coated), similar to M412-1 tied construction joint details. The City feels that by deleting the internal reinforcing from both curb types and adding the tied rods, this is a cost neutral change. If the Contractor believes this overall reinforcing change is additional cost, they are to provide detailed labor, equipment and material costs for each alternative to reconcile the total cost. _Keith Meyer By October, 13, 2013 Date already ordered curb reinforcing and it will be incorporated into the work. As such, the tie rods are an additional cost to the Costs for COP #28/WCD 04 - ASI #8 Detention Pond Regrading - Reconciliation 7/1/2013 7/1/2013 DESCRIPTION UANTIT UNIT UNIT PRICE TOTAL Dozer and Operator 4.50 HRS $ 140.00 $ 630.00 Laborer 4.5 HRS $ 40.00 $ 180.00 Additional Survey 9 HRS $ 137.84 $ 1,240.56 Mobilization 1 LS $ 1,000.00 $ - Cost of Work Subtotal $ 2,050.56 Subcontracor M/U @10% $ 205.06 GBI M/U @ 5% $ 112.78 Cost of Work Total $ 2,368.40 GBI Staff Costs Superintendenti 8 HRS 1 $ 80.00 1 $ 640.00 Project Managerl 2 HRS 1 $ 85.00 1 $ 170.00 GBI Staff Costs Subtotal $ 810.00 GBI M/U @ 15% $ 121.50 GBI Staff Costs Total $ 931.50 $ 110.39 $ 2,318.14 $ 640.00 $ 170.00 $ 810.00 $ 121.50 $ 931.50 Total $ 3,299.90 $ 3,249.64 Additional Bond @ 1% $ 33.00 $ 32.50 Additional Insurance 3.55/1000 $ 11.71 $ 11.54 Grand Total $ 3,344.61 3,293.67 Fort Collins Independent Cost Estimate Date of Estimate: 1-Jul-13 Contract Type: Fixed Price Existing Contract or PO (Y/N): Yes Description Services (B): Change Order Proposal #28 - Actual costs associated with re -grading of the Detention Pond after determination that the modified original design would not meet volume requirements. These costs supercede what was provided in COP #14 and also supercede the costs outlined in WCD 04. 1 have obtained the following estimate from: Engineering or Techincal Estimate (performed by) - Ron Kechter 0 Costs for COP #281WCD 04/COP#14 - ASI #8 Detention Pond Rearadino - Reconciliation DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL Dozer and Operator 4.50 HRS $ 140.00 $ 630.00 Laborer 4.5 HRS $ 40.00 $ 180.00 Additional Survey 9 HRS $ 137.84 $ 1,240.56 Cost of Work Subtotal $ 2,050.56 Subcontracor M/U @10% $ 205.06 GBI M/U @ 5% $ 112.78 Cost of Work Total $ 2,368.40 GBI Staff Costs Superintendent 8 HRS 1 $ 80.00 $ 640.00 Project Manager 2 HRS 1 $ 85.00 $ 170.00 GBI Staff Costs Subtotal $ 810.00 GBI M/U @ 159/6 $ 121.50 GBI Staff Costs Total $ 931.50 Total $ 3,299.90 Additional Bond @ 1 % $ 33.00 Additional Insurance 3.55/1000 $ 11.71 Grand Total $ 3,344.61 Signature of Preparer: a c, ice_ � Q .�E—, aAkf WORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 04 PROJECT: South Transit Center OWNER: Erika Keeton ENGINEER: Ron Kechter PROJECT NO: 7382 The following additions, deletions, or revisions to the Work have been ordered and authorized: — ASI #8 - Change Order Proposal #14 This Work Change Directive authorizes the regrading of the detention pond, per ASI #8 and the attached STC Pond Stakeout and Cut Sheet, for the amount of $6,354.31. The attached spreadsheet clearly shows the differences in cost of earthwork, additional survey and mobilization, but we understand the scope of work has changed since you provided in your Change Order Proposal #14. Once all of this work is verified in the field, a Change Order can be executed for this work. The revised plans did not allow for the proper amount of shelf where the trees are located on the south end of the detention pond, so grades had to be adjusted somewhat to enable the pond to have the design volume. The information provided in the STC Pond Stakeout and Cut Sheet enables us to achieve the proper side slopes and achieve the design volume for the pond. ,4ttacnments (List supporting Documents): STC Pond Stakeout and Cut Sheet Costs for COP #14 —ASI #8 Detention Pond Regrading Change Order Proposal #14 —Detention Pond Regrading It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change QrdT rkequest forlapprovahto subsequently follow this Work Change Directive. Ordered By: Reviewed By: Copy: Owner Engineer Field File - SharePoint S-a-1?) Date Date STC WORK CHANGE DIRECTIVE 04.DOCX PAGE 1 OF 1