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CHANGE ORDER - BID - 7332 MAX BRT PROJECT (22)
CHANGE ORDER NO. 14 PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: PURCHASE ORDER NO. DESCRIPTION: 1. Reason for change: Mason Corridor - MAX BRT Concrete Express, Inc. 7332 (CEI project no. 12-009) 9124039 Contract Reconciliation See attached Exhibit A to this change order. This change order reconciles W CD049, 057, 059, 060, 064, 065, 066, 071, 074, 075, 077, 081, 082, 083, 084, 085. 2. Description of Change: See attached Exhibit A to this change order and supporting work change directives. Note: $52,167.09 charged to City of Fort Collins Light and Power for fiber optic upgrade to 144 ct Note: $29,379.65 credit to CSU account - 400903290.563040.6 3. Change in Contract Cost: $ 75,756.04 4. Change in Contract Time: 1 2 Icalendar days for substantial completion 0 Icalendar days for final completion ORIGINAL CONTRACT COST $31,886,878.94 TOTAL APPROVED CHANGE ORDERS $ 2,637,238.56 TOTAL PENDING CHANGE ORDERS $ - TOTAL THIS CHANGE ORDER $ 75,756.04 TOTAL % ORIGINAL CONTRACT, THIS C.O. 0.24% TOTAL % OF ORIGINAL CONTRACT, ALL C.O.'S 8.51% ADJUSTED CONTRACT COST $34,599,873.54 (Assuminc all chance orders aocroved) ACCEPTED DATE: Re Contractor's Representative q REVIEWED BY: DATE: Construction Manager _ APPROVED BY: \� DATE 1� City Project Manager APPROVED BY: DATE: City Engineer APPROVED BY: DATE: 1 ZS Purchasing Agent over $60; 00 cc: City Clerk Architect Contractor Engineer Project File Purchasing mac WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 081 PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Jacked Bore Conflicts This work change directive directs the Contractor to price and, if accepted, remove materials obstructing jacked bore casing pipe at pipeline profiles E2-1 and F1-1. This WCD authorizes time and material charges for unforeseen conditions. Conditions encountered that were the responsibility of the Contractor during the demolition phases of the project, including the Public Service Building are not compensable under this WCD. The work shall include supplying equipment, labor and materials to perform the work according to the MAX BRT project specifications and approved submittals. This work shall be tracked, priced and paid for at a single lump sum addition based on measured T&M rates. This change is being initiated by the Owner as the Contractor has encountered unforeseen conditions in the jacked bore pipeline profiles, Attachments (List Supporting Documents: None 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: r� �CG� August 29, 2013 Owner Date Recommended By: xo A/ —" August 29, 2013 Construction M nager Date Copy: Owner; Engineer; Field File - SharePoint WCDO81_JACKED BORE CONFLICTS_08-29-13—DRAFT FOR PRICING PAGE 1 OF 1 Visit eFocks(TM) at w .martinmarietta. com •Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/20/13 Truck: RMTCE1001 Time: 07:40 Badgein: Scale:(4) BadgeOut: Grid/Zone: Job Miles: R4kFilo#: OC#: Lds Tons Metric Total Ord: Gross Total Del: 2 47.61 43.19 Tare: Today Del: 1 24.47 22.20 Net: Prod: 4581 (3/4) CONCRETE BASE MinQt Sec.Product: 0.00 Weighpersc Delivery Address: HORSETOOTH AND MCNEELEy Ticket#:112275 -sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Best: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds `-as- a 41.98 83, 960 Matl $ 17.51 35,020 Haul $ 24.47 98,990 Fuel $ Adder $ 20.00 Total $ ,5'=ten-i3 i�-cx1�' 1 G�?S 7cry • ar9v,�3 ........ �.�..e�.a +e.m< �,.a cnnaftinne aoc Di (coov avai:able at site office). ... .....�..."............. .........W .-......, . .....�.... ..� -_ _. IIIIIIHIIIIIIII IHIIDIII INI IIIII mIIIIIIIIHIINIIIIIIII1111101111111NII11111HIHlulllulllulllllllllmHIIIIIIN11mllHllllHlllmIIIRIIVIIIIIInHItlNIIIIIIIIR01111111@IIIHpllllull Visit eaocks(TM) at va .mar[i nmariet[a.com F d To: 639312 NCRETE EXPRESS No: #: Date: 05/22/13 Truck: RMTCEI002 Time: 09:04 Badgein: Scale:(4) BadgeOut: 'Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 22 528.58 479.52 Tare: Today Del: 5 123.71 112.23 Net: Prod: 4581 (3/4) CONCRETE BASE MinQty: Sec.Product: 0.00 Weighperson: Delivery Address: FOOTHILLS/MCCLELLAND Ticket#:112516 rsold From:16323 Taft Asphalt Plant North Taft Hill Road Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds 41.68 B3,360. Matl $ 16.91 33,821 Haul $ 24.77 49, 540 Fuel $ Adder $ 20.00 Total $ Customer: Martin Marietta Materials Standard Terms and Conditions apply (mpy aVa'l-cla at Site office). mH(l(mHnunn.mm�onmlllumnm�fiBalmml(m(mfmminpu^•on(Icnnlmlomm�mll�)nl)mmm�alo)olllnnlmmlmlpllannpnpp( .... _..._ .. ... —_.. . MIHRIII BillIal1111R111 Ill al llulfllmla RIVER In Rill Hill pill pa loll MalNRll ll'dpllnppll llllRn Wla IIN IIRI oil IIYI BIII MI➢ep@ mimlrvvuloml Visit e116cks(Teo at ...mattino.ri.tta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/22/13 Truck: RMTCEI002 Time: 08:08 Badge In: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: OC#: Lds Tons Metric Total Ord: Gross: Total Del: 21 503.81 457.05 Tare: Today Del: 4 98.94 69-76 Net: Prod: 4581 (3/4) CONCRETE BASE MinQty: Sec.Product: 0.00 Weighperson: Delivery Address: FOOTHILLS/MCCLELLAND Ticket#:112511 Sold Prom:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 8O21 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds 42.05 84, 100 Matl $ 16.91 33,820 Ta�Haul $ 25.14 50,280 Fuel $ Adder $ 20.00 Total $ Customer: Martin Marietta Materials Standard Terms and Conditions apply (copy available at Site Office). OIIIIEIII EIII(oil(I1101i11¢11WIIIIIImIIIEIW111111111111111111111111111 QIIIIOI 1110111111111111111191115 11111111111111IIIICIAlllpl[11111pIIlYllllll8l. _ ....... _ F visit e!tocks(ni) at w arti�rietta.com Sold To: 639312 CINCRETE EXPRESS PO No: DON: Date: 05/21/13 Truck: RMTCE1001 Time: 17:46 BadgeIn: Scale:(4) Badge Out: Grid/Zone: Job Miles: StkPile#: QC#: Ticket#:112488 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lds Tons Metric Tons Pounds Cash Sale Total Ord: Gross: 41.04 82., 080 Matl $ Total Del: 17 404.87 367.29 Tare: 17.10 34,200 Tax. $ E Today Del: 9 214.45 199.55 Net: 23. 99 47, 880 Fuel $.,,!e1' Prod: 4581 Adde lf" (3,/4) CONCRETE BASE MinQty: 20.00 1 $ Sec.Product: 0.00 Weighperson: Marla J MClien.. Delivery Address: HORSETOOTH AND MCNEELEY Customer/Q/ —,5 � /—/'7 AP-—se Martin Marietta naterial'v standard Terms .. _.... .. ...... .. !MfluIlanNI TS!MI!U!71!!@IRMIill!,[jaw 1LJD Visit edock,, M) at ..martinmarietta.com Sold TO:'639312 CONCRETE EXPRESS PO No: DO#: Date: 05/21/13 Truck: RMTCEI001 Time: 16:56 BadgeIn: Scale:(4) Badgeout: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 16 380.93 345.57 Tare: Today Del: 8 190.51 172.83 Net: Prod: 4581 (3/4) CONCRETE BASE Product: Delivery Address: HORSETOOTH AND MCNEELEY MinQty av:. ilable at Sitc G(ri.'cl, Ticket#:112473 Sold Fzom:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 nest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds casn saie 39.78 79, 560 Matl .$' 17.10 34,!xTotal +'$22.68 45, l $ er $ 20.00 S Customer: lartiu Ilarietts mrtstial[ Sl:and-n cd Tnuus 116 gnnrlitirus apply (copy ilailahll al: ::i Lr. nRlrv). IILIII mllm011tlI111I NI lollop 11111 m01111 n111N1101U111 pII19111 NIIIIIIIplllllllllU II:INIIIIIDIINWIII WII Ipl IIl111UWUllplpl:IUII O#I IUII IIIIIpIIIPllll pull !Icnlpl:nmouumuuunl�ilurlinriumnuamnlunuar!Imi!unarm:Inm!on4mmi!iulnammlmonrranr�nbinnanlmuru;ur�oimaai Visit eadcks(TM) at www.max ti nma rie[ta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/21/13 Truck: RMTCE1001 Time: 16:09 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross Total Del: 15 358.25 325.00 Tare: Today Del: 7 167.83 152.25 Net: Prod: 4581 (3/4) CONCRETE BASE Sec.PZoeuct: I U.L Delivery Address: HORSETOOTH AND MCNEELEY MinQty: Weighperson: Ticket#:112458 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 60521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DES TION ID Tons Pounds 41.16 82, 320 Mat $ 17.10 34,2D0 H ul $ 24.06 48, 120 Fuel $ Adder $ 20.00 Total $ Customer' i�4x S oZ/ il.rtin MarieLto Materiels stantl.v'l Terms and Ebndit hms apply (,tp, avattab ie at Site offi,l,). ulnn unnuu llln III,lnu numnnnn 1111 Mill In 11111111111111111111111111111111111 numN lnlnnnn nnumlun rowlnl11 Min Hill I'll I'lnnunn llnlnnNonn 111111111 min k ip Yam.. Y14 I-r xt <rill to D s q. = n a R;. P, Visit elocks(nij at v .martinmariatte.com Sold To: 639312 CONCRETE EXPRESS , PO No: DO#: Date: OS/21/13 Truck: RMTCEI001 Time: 10:56 Badgeln: Scale:(9) BadgeOut: Grid/Zone: Job Miles: ...a.n;tc#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 12 266.29 259.72 Tare: Today Del: 4 95.87 86.97 Net: Prod: 4581 MinQb (3/4) CONCRETE BASE Sec.Product: 0.00 Weighpersor n lSva�dANDdress: HORSETOOTH AND MCNEELEY tin Ticket#:112421 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Pounds I Cash 81, 900 Matl $ 39,200 Tax $ 97,700 Haul $ Fuel $ Adder $ 20.00 Total $ Marla J MCKenz Tons 40.95 17.10 23.85 available at Site Office). 11(I@ppl4'I ppJ191I1Gllp IIllQpy101 ____,. .. _._._..._ . Il llliilllflvl71111111911tlII III III III all 1171 ('dl vllliln111IW Llllldllll!IltIV IIIii11111BII1filinTall III lnll Eli lni aim nnllCn lnlnumogill Visit eKocks(TM) at--.martimarietta. cote Sold To: 639312 CONCRETE EXPRESS PO No: DO#: ,Date: 05/21/13 Truck: RMTCE1001 Time: 11:45 Badgeln: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Total Del: 13 310.12 Today Del: 5 119.70 Prod: 4581 (3/4) CONCRETE BASE Seb:Pioduct: 0.0 Delivery Address: HORSETOOTH AND MCNEELEY Gross: 261.34 Tare: 108.59 Net: Ticket#:112425 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Cash Sale 40.93 81, 660 Mau $ 17.10 39,200 Haul $ 23.83 97,660 Fuel $ Adder $ Minl 20.00 person: Marla J McKen __. Marlin Marietta Materials Standard Terms and Lm,ditioos apply (ropy available at Site Of fi a). ntill Rill minitRill llNgill olll linl1111111111vIII11191vIIlllllvlllvvlllllllplllll0@I1811111111p11111111p111Nil III I101WIN IIIIIlmp11111p1pII1111llII1W111111N011 .. _. ___..... Visit aRo CkS(TM) at Mw.vzrtinmarietta.COm Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/21/13 Truck: RMTCE1001 Time: 09:25 Badge In: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Ticket#:112412 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID We Tons Metric Tons Pounds Cash Sale Total Ord: Gross: 91.38 82,760 Matt $ Total Del: 11 262.44 238.08 Tare: 17.10 39, 200 Haul $ Today Del: 3 72.02 65.34 Net: 24.28 48, 560 Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J MCKenzi Delivery Address: HORSETOOTH AND _MCNEELEY Customer: Martin Marietta Materials Standard Terms and Conditions apply (copy available at site office). nIts gill mmmmvnn lminM Its ms III IIIII III IIII III Rill III III till 1111I111Rill [1111811111011111111till 11:11 P14 III] IIY MI RIIII NIN I [III11III .. F" M a J ro visit eRocka(TM) at www.martirmmarietta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/21/13 Truck: RMTCEIDOI Time: 12:29 BadgeIn: . Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 14 334.19 303.17 Tare: Today Del: 6 143.77 130.43 Net: Prod: 4581' (3/4) CONCRETE BASE Sec.Product: 0.( Delivery Address: HORSETOOTH AND.MCNEELEY n Ticket#:112428 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons 41.17 17.10 24.07 MinQty: 20.00 Weighperson: Marla J Tarns and conditions Pounds Casn 82, 340 Mat' $ 34,200 Tax $ Haul $ 48,140 Fuel $ Adder $ Total $ available at site Office). -. . ac¢na'm ......"I nrm I.I'd "'1wl.... -mo.vo .amwna!rmneea. tII w=.re.-.,-.u... n.:I eaee: MatzenI„ �pp 'f y p 1I p 1IIII�HII tli�W�Ii�I8I�7II NI �I�III mu Iiil �I� ��Il� im. em uu ua at'31,1In aae in awm mIn. Is IeanuaI _ Visit 011 .I at www.martinescietta.com Sold To: 639312 - CONCRETE EXPRESS PO No: DO#: Date: 05/21/13 Truck: RMTCEI001 Time: 08:30 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: Ticket#:112406 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lds Tons Metric Tons Pounds Cash Sale Total Ord: Gross: 41.17 82,340 Matl $ Total Del: 10 238.16 216.06 Tare: 17.10 34, 200 Haul $ Today Del: 2 47.74 43.31 Net: 24.07 48, 140 Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J MCXen zi Delivery Address: HORSETOOTH AND MCNEELEY Customer: Martin Marietta Materials standard Terms and Conditions apply (copy available at Site Office). imuu11o1I1loluonuumlmulmun111ufiolopllln)lumnoupuuolloolonuulurlulomollnnuounnloonmlaluoulu000mmulmmulnuul#nowomllmu ..........�..................:•...a„nn.:,.mr.Re,�•�,,::,.L:��:-m,e.,,��,�e,,:,,�r,a�„�,����:�.�sa�,,:,,�al�— _ —- 1. Visit eS,+cks(a-j at wwa.martinmarietta.com 639312 CONCRETE EXPRESS rSold-''Io: PO No: DO#: Date: 05/21/13 Truck: RMTCEI001 Time: 07:34 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross Total Del: 9 214.09 194.22 Tare: Today Del: 1 23.67 21.47 Net: Prod: 4581 (3/4) CONCRETE BASE Minot Sec.Product: 0.00 Weighpersc Delivery Address: HORSETOOTH AND MCNEELEY Ticket#:112401 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 nest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION IO Tons Pounds 40.77 81, 540 Mat' $ 17.10 39,200 Haul $ 23.67 47, 340 Fuel $ 20.00 Marla J Adder $ casn sale OT Customer: its Martin 11 Marietta mnnl III III 1i4I16Ii6II fill fillip)l®IIIIIIII I)I!a 1I11 U1111�11111101111111111111011111p)Ip)I (copy ERiI)U{IM 111111111111111.11f11111office), I i tee) . Visit svocke(iMl at vw,mattirvwzi et[a. com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: OS/22/13 Truck: RMTCE1001 Time: 08:06 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 20 478.67 434.24 Tare: Today Del: 3 73.80 66.95 Net: Prod: 4561 (3/4) CONCRETE BASE MinQty: Sec.Proauct: Delivery Address: TH ND Ticket#:112510 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Gas- pare 42.22 84, 440 Matl $ 17.37 34,740 Tax $ 24.85 49, 700 Haul $ Fuel $ Adder $ 20.00 Total S Customer: _ a erd Conditions appiv (copy available at Site office). Martin 111Marietta 1II a]I III I Itl NEJul RE 111111111111111 ill 1111111VIVIIIVIIIIIIII IIIIIIIIIIII111101& HIM R11 NIGH NGNIl 11111111111l111I11111 III JIM11111IIIIIVIIIVIIlluIll l IIIIII MII RIII Ill 1111 IS 1111 Ill 11111170111a 0101111111n nII III RNIi IIImnl 11111111'1111111fi WWI [11111111 W,aa11: Is and smll we a:nn:anmay.nul visit eaocks(PM1 at ew,nartissarietta. corn Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05 22 13 Truck: RMTCE1001 Time: 07:14 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds =21.85 Total Ord; Total Del: 18 4 Today Del: 1 Prod: 4581 (3/4) CONCRETE BAS Sec.Product: 0.00 Delivery Address: F50M�LELiAND Ticket#:112506 TbO d Fxom:16323 Taft Asphalt Plant 0 North Taft Hill Road t CollinsCO80521: 6393120042 Des t: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Matl $ yam' 41.45 17.37 82, 900 _ 34,740 $ 24.08 Haul 48, 160 Fuel $ Adder $ 20.00 Total $ Customer: Marc in 111111111111110IIICIImteri.III!IIIu1GPtl[1111111�11181111EIIIuII!1111911G1111191NiIIIIIGIIIIIapply 111911a111available 111111BIGlll11110111�IIIIItlGItlIIIIGIlIl nd at Site free_ II II II IC161111E1II01101I i116I II II I III II:I III I IIII I II11111111 [III ®1711 G11111111111111Y 111r11 i IIII If I mini mm 110 ill I l0i II a mI lA 1 nn Inu n 111nm'a 1 visit esachn(4M1 at v .martimssrietts.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: OS 22 13 Truck: RMTCEICO2 Time: 09:45 Badgein: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 24 575.52 522.10 Tare: Today Del: 7 170.65 154.81 Net: Prod: 4581 (3/4) CONCRETE BASE MinQty: Sec.Product: 0.00 Weighperson: Delivery Address: FOOTHnTT7ffCr=ND Ticket#:112520 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons 'Pounds 40.12 80, 240 Matl $ 16.91 33,820 Haul $ 23.21 9fi, 920 Fuel $ Adder $ 20.00 Total $ Customer: Martin Marietta Materials Standard Serms and Conditions apply (copy available at Site Office). m1111111111111u11I D11111IIIIIGI GlM tlIIIIII11IPI0110119IIIlulll111111111II11V11111flufiGlllGlllallu1111111111111116111C1IIIIu1111111111111111 @ W, bi w (A Visit 'aRocke(TM) at www.martinmariett..com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: OS 22/13 Truck: RMTCEI001 Time: 09:55 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: Lds Tons Metric Total Ord: Gross: Total Del: 25 599.46 543.82 Tare: Today Del: 6 194.59 176.53 Net: Prod: 4581 (3/4) CONCRETE BASE MinQt) Product: Delivery Address: F ILL M ND Ticket#:112521 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 rest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Cash Sale 41.31 82, 620 Matl $ 17.37 34, 740 Tax $ 23.94 47, 880 Haul $ Fuel $ Adder $ 20.00 Total $ Marla J MCKenzi Customer: Martin Marietta Materials Standard Terms and Conditions apply (copy available at site Office). II VI II RIII VIII IIBI I11119III III III III 01I M111111Bill 1111119111111 NI IIIII III IT I II II IIII III Ell III III III 118III III all III Bill 1111111111II11 I1111111 11oil] Flat oil] loll till lllll lull in)loll OY 1111 HE 11111191 Ell] loll till 111111111 IN Will Rio 111MI 1101111 all oll 13 V9 till Oil go gill ill tJJlllll 111M I164le4 tun Visit beck.. M) at www.martinmariette.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: OS/22 13 Truck: RMTCEI001 Time: 09:09 BadgeIn: Scale:(4) Badge Out: Grid/Zone: Job Miles: StkPile#: OC#: Ticket#:112518 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lds Tons Metric Tons Pounds Cash Sale Total Ord: Gross: 41.10 82, 200 Matl $ Total Del: 23 552.31 501.05 Tare: 17.37 34, 740 Haul $ Today Del: 6 147.44 133.76 Net: 23.73 47, 460 Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J McKenzi - Deli.veAddress: FOOT ryM ND Customer: Martin Marietta Materials Standard Terms and Conditions apply Ropy available at Site Office). IIEIIIVIIIIIIIIIII1111��1111�11[Jm11EIlIf1116N1df[luu1m111®111u�1��1.1m19u!nu119[mI1�oP.1�lu�I191rJ�o191mu111ouf[u111[I11E111m11n11� Illic wIlllltllllmIll all 1110111111111111111111111111 01flplllatilllollllllltilII:nIIIllatilmIICIIIfintiahtl1illIIIittmulllmmilltagmM Visit eRockSITH) at www.mactinmarietta.com Sold To: 639312 •CON, ETE EXPRESS' PO No: DO#: Date: 05/22/13 Truck: RMTCE1002 Time: 1.6:14 BadgeIn: Scale:(`I) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Ticket#:112601 Sold From:16323 'raft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lds Tons Metric Tons Pounds casn care Total Ord: Gross: 40.86 81, 320 Matl $ Total Del: 29 695.65 631.08 Tare: 16.91 33, 820 Haul $ Today Del: 12 290.78 263.39 Net: 23.95 97,900 Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J McKenzi Delivery Address: FOOTHILLS/MCCLELLAND Customer: H..i1 ii. 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M,!eriale 3larufard Terns curl Cnudilinly al'I'li (`.111Y nvai Ud• al :�il- niii<o). ..... s.."Ill. all rruoemmmrmal 44uaMlarrlgill Ml®rill m111101111111111 1111ME all IIII Ili 1110101oil 11pH11111Kill 11111191101111111111111 FZ Visit,eRocfs(TM) at www.martinmarietta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/22/13 Truck; RMTCEI002 Time: 15:27 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Ids Tons Metric Total Ord: Gross: Total Del: 28 671.70 609.36 Tare: Today Del: 11 266.83 242.06 Net: Prod: 4561 (3/4) CONCRETE BASE Sec.Product: Delivery Address: FOOTHILLS/MCCLELLAND Ticket#:112593 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO'80521 Job#: 639312.0042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Cash Sale 40.95 8]., 900 Matl $ ].6.91 33, 820 Haul $ 24.04 48, 080 Fuel $ Adder $ I MinQty: 20.00 Weighperson: Marla J Customer' 4+ar l in Ma Ii,' L[e If., I—la]s SLa I,iard Tvrnlfl and C"0, Ole"' "".0y P"ll ,at l:d9r .J ::iI pl l i.:r!l. _ ... __. 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V)!a(Ti) at ww.maztirvnari et[a.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/22/13 Truck: RMTCEI002 Time:'14:40 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Total Del: 27 647.66 Today Del: 10 242.79 Prod: 4581 (3/4) CONCRETE BASE Sec.Product: 0.00 Delivery Address: FOOTHILLS/MCCLELLAND Gross: 587.55 Tare: 220.26 Net: Ticket :112587 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 639312004' Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Casa sale 40.27 80, 540 Mail $ 16.91 33,820 Haul $ 23.36 46, 720 Fuel $ Adder $ I MinQty: 20.00 Weighperson: Marla J Merlin Marietta Materials Standard Terms and Contlitions apply lyd,, avallabls at site Office). IIn1111111111I Illllla lllp 1111®IIIU14111I1141111010111:I pI111i11®11111111111iII11I111IN IIIBEII III1111111101111111111Ii1 III] GIIIp141 U111111111H11111 ... Visit eRockrtni) at ♦ww.martinmzrietta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/22/13 Truck: RMTCEI002 Time: 10:30 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Metric Total Ord: Gross: Total Del: 26 624.30 566.36 Tare: Today Del: 9 219.43 199.06 Net: Prod: 4581 (3/4) CONCRETE BASE MinQty: Sec.Product: 0.00 Weighperson: Delivery Address: FOOTHILLS/MCCLELLAND Ticket#:112535 r ld From:16323 Taft Asphalt Plant 00 North Taft Hill Road ort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Tons Pounds Casn sale 41.75 83, 500 Matl $ 16.91 33,820 Haul $ 24.84 49, 680 Fuel $ Adder $ 20.00 cla J Customer: Martin Marietta Materials Standard Terms and Conditions allPly (cnpy available at site. Officn). iitmllliaimcilammnuli�Ilrimllll:I�I9lmumil�l�l@IIIm111iIIIdIIIIIIIIIIIGIIIIIIIBIIIIIIiliIG11191I�II9IIIIIIPIIIIIIIEIIII��I:III@IIIIIIIIII . . ma;t September 13, 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 Independent Cost Analysis — CEI CCR No. 192 CSU Type 7 Railing Change — WCD060 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 60 to price a change in the railing fabricator from custom railing to an Ameristar prefabricated railing product. This value engineering suggestion was provided by CSU and is expected to be a credit to their project participation. This is a concurrent non -grant expense/credit to the contract. In reviewing this request, an independent material estimate was provided by CSU through direct quotes from the vendor. A copy of their letter is attached. The independent cost check of this work is ($31,691.41). Through this independent cost research, I find CEI's Contract Change Request #192 in the amount of ($29,379.65) to be reasonable for the required decrease in scope. As such, I recommend acceptance of this credit to the contract. Keith ye , E Construction Project Manager CH2M HILL Team 970-988-8605 keith.mever(a)ditescoservices.com Cc: job file Change Management Checklist Compliance Date Reviewed Reference Initials Reviewed for compliance with Included in the area of project Environmental Assessment 9/13/13 influence; part of base bid work at KM CSU Included as part of base design Reviewed for construction/safety impacts 9113/13 for safety barrier from guideway to KM BNSF tracks across CSU campus Independent cost estimate prepared 9/13/13 As attached to this memo KM Reviewed for PCGA grant compliance 9/13/13 Scope is included in SCC 10.01 KM Reviewed for real estate impacts/needs 9/13/13 Construction inside CSU property; KM guideway easements Reviewed for compliance with design criteria/ADA htto://w .access-board.nov/ada-aba/ada- 9/13/13 n/a KM standards-dot.cfm d'te sco Independent Cost Estimate Date of Estimate: 13-Sep-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (Y/N): Y Description of Goods (A) or Services (B): A Change railing along CSU on Type 7 barrier from custom fabrication to Ameristar product I have obtained the following estimate from; Published Price List / Past Pricing (date) Quote from Vendor/CSU Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Keith Meyer Other (specify) Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Standard Items Product Cost($/unit) Unit Quantity Notes TOTAL Delivered Date Source Amerstar fence product $ 38.24 LF 2087 CSU $ 79,806.88 Post $ 92.97 EA 271 CSU $ 25183.25 Gate $ 1,959.25 EA 1 CEI $ 1,959.25 Markup materials 15% $ 15 748.52 Markup subcontractor 5% $ 8134.89 As -Bid custom rail $ 75.10 LF 2087 CEI $ 158 733.70 Gate $3790.50 EA 1 CEI $ 3790.50 SubTotal 1 $ 31,691.41 —mis is matenai cost ana does not reflect labor. Cost of Services, Repalm, or Nonstandard Items Item/Task: Materials or Work Description Hours Cosl $ Total Estimated Notes: Date Source TOTAL SubTotal $ Signature of Preparer: TOTAL $(31,691.41) CEI• , 8129/13 Erika Keeton, PE Special Projects Engineer City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 231 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Pricing for the 36" concrete obstruction at storm Iine,E-ear Floyds Barbershop. LOCATION: College and Rutgers MEMO NO.: NA MEMO DATE: NA COST CODE: 603-01780 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman: Coval Gelatt 6.5 HR $ 26.00 $ 169.00 Laborer: Christian Romero 6.5 HR $ 20.54 $ 133.51 Laborer: Ivan Ferro 6.5 HR $ 20.54 $ 133.51 Laborer: Jesus Luevano 6.5 HR $ 20.54 $ 133,51 Bore Machine 6.5 HR $ 84.32 $ 548.08 3l4 Ton F-350 4x4 Truck 6.5 HR $ 14.97 $ 97.31 350 LC Hitachi Excavator 6.5 HR $ 146.72 $ 953.68 Rental Compressor 6.5 HR $ 19.66 $ 127.79 5000 W Gen Set 6.5 HR $ 6.04 $ 39.26 Small Tools 6.5 HR $ 2.00 $ 13.00 UIT Markup 1 LS $ 352.30 1 $ 352.30 Traffic Control: 1 Flagger 6.5 HR $ 21.00 1 $ 136.50 SUBTOTAL $ 2,837.44 CEI Markup -5% $ 141.87 TOTAL $ 2,979.31 Concrete Express, Inc., requests 0 working days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562,2000. HOW' r!. s r _ r 7D7AL 5 c2-f I a, -7 1 FI-! 3,558• zr (,, S"4 7, �2 ma' WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 060 PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: � (Title of WCD): CSU Type 7 Fence Change This work change directive directs the Contractor to price and, if accepted, change the CSU Type 7 barrier fence (custom/special) to Ameristar fencing according to the attached specifications and memorandum provided by CSU. The Contractor shall install the Ameristar fence product according to the notes provided herein in email correspondence during pricing of the product change. This work change directive will be a lump sun credit to the base MAX BRT contract. This change is being initiated by CSU to create a more cost effective fencing installation along the campus property. This work is non -grant related. Attachments (List Supporting Documents): Email correspondence and product information. 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 i Ordered By:� �GGT y �wne� Recommended B Construction Mprnager Copy: Owner; Engineer; Field File - SharePoint 5, 2013 Date July 5, 2013 Date W CD060_CSU TYPE 7 FENCE CHANGE-07-05-13_DRAFT FOR PRICING PAGE 1 OF 1 Colo 4uwloit� Memo Date : January 29, 2013 Project : Mason Corridor BRT PN#11-015 RE : Fence on Type 7 F-Shape Barrier Sheet Reference : #211 (Roadway 170 of 170) Product Reference : Ameristar Fence Montage Plus 3'H 3R Majestic In an effort to reduce construction cost of the fence that is located between the pedestrian sidewalk/bike way, CSU has been researching alternatives to a custom built fence. The above mentioned product is a potential replacement for the fence that has been called out on the plans. The main difference it that the Ameristar fence is 3' tall and the once called out on the drawing is 25.5". CSU has been in contact with the Ameristar rep for the Western Region and they have supplied some pricing for evaluation. These prices are for the delivered material, not installed, and they do not include the price of the concrete barrier. 8' sections of prewelded Fencing with 6' direct bury posts $26.96 /LF 8' Sections of prewelded Fencing with 3' post with welded anchor plate $38.24/1-F (each post is $92.97 - a detail was provided and can be supplied) Depending on the construction method used for the barrier, it may be possible to direct bury the 6' post for a significant cost savings. The estimated total length of the fence is approximately 2300' long, broken into 3 sections, Prospect to Lake (550'), Lake to Pitkin (720') and Pitkin to University (1020'). At those lengths the fence costs would be $62,000 for the direct bury and $88,000 for the anchor plate attachment. Thanks CSU Facilities Management Colorado State University Facilities Management Fort Collins, CO 80523 From: Keith Meyer To: Ryan Dickinson Cc: Erika Keeton;"George Latour' Subject: Type 7 Special - custom railing at CSU Date: Saturday, April 06, 2013 8:31:57 PM Attachments: —CSU Fencino on barrier Memo gdf Montage Mai sti at - R.odf Montaae Majestic 2-3R.odf Ryan — CSU had requested earlier a potential change to the railing along the Type 7 barrier. I have attached their letter. They are paying for this steel railing, so I would like to honor their request to at least price the change. They would like to use an Ameristar fence product. See the link below and details attached. http•//www ameristarfence com/fence resources drawings brochures specifications#montage- plus The railing will need to adjust with the grade of the guideway and Type 7 barrier. At each 8-ft panel section we will see at 0,04' (1/2") to 0.20' (2'/<") grade change. The railing and posts will need to accommodate this grade change such that the posts and pickets stay plumb. Needless to say, I will not review/approve Thanks. Keith Meyer, P.E. Ditesco 1315 Oakridge Drive - Suite 120 Fort Collins, CO 80525 970-988-8605 970-204-1673 (fax) keith.meyer@ditescoservices.com until this issue is fully vetted. r to provide full shol for approval prior to i or installation Standat 3', 3Y; 36' Footir 8' O.C. Nom. sel Varies With Height d Heights 4' 5' 6' Q 2" Nom. 31%6" TYPICAL Min. g Depth - I I NOTES: I 1.) Post size depends on fence height and wind loads. See MONTAGE PLUS" specifications for post MONTAGE PLUS" RAIL 1]%6" lY ' L E-COAT COATING SYSTEM Base Material — Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer — Acrylic Topcoat — 2.) Third rail required for Double Rings. 3.) Available in 3" air space and/or Flush Bottom on most heights. RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing down grade. COMMERCIAL STRENGTH WELDED STEEL PANEL PRE -ASSEMBLED E PROFUSION —WELDING PROCESS No exposed welds, Good Neighbor profile - Same appearance on both sides DOUBLE RING Adornment option T — 1i'2"MONTAGEPLUS"'Rail (See Cmss Secbm Below) ,Post 2%"o x 16ga s/a"jd 18ga Picket Bracket Options MONTAGE PLUS -RAIL ' Specially formed high strength architectural shape. u w,vnrca,u,uwa.evwau Pl AI'MOUNI BRACKET BRACKET BRACKET BX114 B%11}/I I] BXI11 Values shown are nominal and not to be used Ion installation purposes. See product specification for installation requirements. MONTAGE PLUS MAJESTIC 2/3-RAIL DR: CI SH . 1 of I SCALE: DO NOT SCALE CK- MF Date 0;/75z/In TRCV a 1555 N. Mingo AMERISTAW Tulsa, 74116 1-888-33333-3422 2" (Latch Clearance) Ameristar Standard 2" (Hinge Clearance) Leaf Widths 2 1a <11' Va 'es with Height Standard Heights 3', 3Y2', 4', 5', 6' 2" Nom. 36" Min. Footing depth 2"(Hinge Clearance) - 1 ® II II II Varies with Height itandard Heights 3', 3Y,, 4', 5', 6' 2" Nom. 36" Min. Footing depth Vie," TYP. NOTES: Single gate Arrangement 1.) Post size depends on fence height, weight and wind loads. See MONTAGE PLUS- specifiations for post sizing chart. 2.) See Amerivar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request. This could change the Latch & Hinge Clearance. 4.) Third nil required for Double Rings. Over all Out to Out 02 3" (Latch Clearance) Ameristar Standard Leaf Widths(D 315/6" TYP. U. Double gate Arrangement: COMMERCIAL STRENGTH WELDED STEEL GATES IY2"MONTAGE PLUS' Rail (See Cmes Sectiw on Puie) [hewing) Post size varies with Height (See MON AGEPLUS-Post-SingchvtJO Gate Upright 13/4" x 14 ga. %"o x 18ga. Picket Weld on Box Hinge 0 2" (Hinge Clearance) I%' MONTAGE PLUS -Rail (See Cmes- section w Pmel Drawing) Post size varies with Height (See MOdrAGEPLUS° Poet-Singchmt) O Gate Upright 133 1" x 14 ga. Y4"Q x 18ga. Picket Weld on Box Hinge 0 Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. n e ry MONTAGE PLUS MAJESTIC 2/3-RAIL SGL & DBL GATE DR: CI SH . lof 1 I SCALE: DO NOT SCALE CK MF Llate rl?Rlln RF\A 11 I1Gu!lI AMERISTAR® 1555 N. Mingo Tulsa, 74116 ]-888-333 -3422 5/17/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 192 Revised Vt/GD060 12.009 7332 Mason Corridor BRT Pricing, as requested, for Ideal Fencing to provide and install the T tall Ameristar fence on top of Type 7 railing at sections north of Prospect and south of University Between Prospect and University NIA N/A 606-10700 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL 3' Montage Amedstar Fence 5' Swing Gale 2087 t LF EA $ - 61.90 $ 1,959.25 $129,185.30 $1,959.25 Total $131,144.55 Original Quote 606-10700 - Bridge Rail Type 7 (FENCE ONLY) 2087 LF $ 75.10 $156,733.70 Maintenance Access Gate t EA $ 3,790.50 $3,790.50 Total $760,524,20 rotal Delta Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. � ($29,379.65) ) Ideal Fencing Corporation 5795 Ideal Drive Erie, CO 80516 303-962-8100 David Eiger Pay Request: 2 Billing Thru: 04/20/13 Invoice No.: 12-307-2 EXHIBIT B-1 SCHEDULE OF VALUES Send to Concrete Express, Inc. . 2027 W. Colfax Ave. Denver, CO 80204 303.562.2000 303.562.2010 fax Attention: Michelle Sheets Subcontract No.: 12-009-08S Project: 12.009 Taxes: Exempt P.M.: Ryan Dickinson ITEM NO. DESCRIPTION OTY UNIT UNIT PRICE CONTRACT PREVIOUS CITY PREVIOUS PERIOD CITY THIS PERIOD TOTAL $ THIS PERIOD TOTAL OTY TO DATE TOTAL $ TO DATE 210-01000 Reset Fence 1213 LF $ 8.90 $ 10.795.70 791 $ 7,039.90 $ 791 $ 7,039.90 606-10700 Brid a Rall i7WtLF. ,X $ 205,922.50 0 $ $ 0 $ 60741450 Fence Split Cedar 1853 LF $ 18.80 $ 34,836.40 0 $ $ 0 $ 50741530 Fence Special 34 LF $ 26.80 $ 911.20 0 $ $ 0 $ 607-53137 Fence Chain Link S ecial 36 inch 1720 LF $ 24.40 $ 41,968.00 0 $ $ 0 $ 607-53161 Fence Chain Link (Special)(60 inch 200 LF $ 27.70 $ 5,540.00 0 $ $ p g Inc Slur:' 607-53172 Fence Chain Link 72 inch 1227 1 LF $ 14.45 1 $ 17.730.15 0 $ $ 0 $ 607-53178 Fence Chain Link Special 78 inch 153 LF $ 36.75 1 $ 5,622.75 0 $ $ 0 $ 607-53220 Fence Chain Link Special 1201nch 50 LF $ 41.60 $ 2080.00 0 $ $ 0 $ 607-53500 Fence Chain Link Pedestrian 1937 LF $ 21.75 $ 42,129.75 0 $ $ 0 $ $ 0 $ 601-03050 Fence Chain Link Walls 72' Option 76 LF $ 55.85 $ 4,356.30 90 $ 5.026.50 90 $ 5,026.50 606-10700 Malnlenance Access Gate (Option) 2 EA $ 3.61 D.00 $ 7.220.00 0 $ $ 0 $ $ 0 $ $ 0 $ W N I KAtl I I V I AL i 379,112.75 PREVIOUS $ PREVIOUS RETAINAGE $ PREVIOUS PAYMENT $ City of Fort Collins 7332 MAX Project - Masan Corridor Exhibit B-1 Schedule of Values Page i of 1 7.039.90 TOTAL THIS EST. $ 5,026.50 TOTAL TO DATE $ 12,066.40 352.00 6,687.91 TOTAL APPROVED TO DATE $ 12.066.40 RETAINAGE $ 603.32 TOTAL LESS RETAINAGE $ 11,463.08 LESS PREVIOUS PAYMENTS $ 6.687.91 TOTAL DUE THIS PERIOD $ 4,775.18 RETENTION THIS PERIOD $ 251.33 BNUW-17-2012 16:48 From: o• a, � dSPR9P n DATC; 05/17/12 IDEAL FENCING CORPORATION f 5795 IDEAL DRIVE ERIE CO 80516 (303) 962-0100 ESTIMATE: 995878 TITLE! MAX BRT PROJECT PAY ITEM PAY ITE14 DESCRIPTION QUANTITY U.M. To:3038931999 -I U� UNIT COST P.112 PAGE 1)7_ AMOUNT 01 (" REMOVAL OF FENCE 3,955.000 LF 3.350 13,249.25` 02 RESET FENCE 1,213.000 LF 8.900 10,795.70� 03 N GUARDRAIL TYPE 3 16-3) 11,863.000 LF 13,500 160,150.50 04 BRIDGE RAIL TYPE 7 (SPECIAL) Ff4cE Poanoa o ju/ , 2,087,000 LF '71.750 149,742.26 04A MAINTENANCE ACCESS GATE 2,000 EA 3,610.000 7,220,00 OS TRANSITION TYPE 3G ' 8.000 EA 1,015.000 8,120.00 06 END ANCHORAGE TYPE 3K 4.000 EA 960.000 3,840.00 017 END ANCHORAGE NON -FLARED ll� 4,000 EA 1,805.000 7,220.00 08 FENCE SPLIT CEDAR ' 1,853.000 LF 1.8.800 34,836.40- 09 FENCE (SPECIAL) 34.000 LF 26.800 911.20 10 FENCE CHAIN LINK (SPEC)(16") 1,720.000 LF 24,400 41,968.00 3.1 FENCE CHAIN LINK (SPEC)(6011) 200.000 LF 27,700 51540,001 7 silt- I MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand July 7, 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 - Independent Cost Analysis — CEI CCR No. 183 Whole Foods Parking Lot Lighting and Irrigation Repair— WCD059 Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 59 to address damages to the Whole Foods lighting and irrigation control systems. The damage was sustained during this and a previous MAX project phase which transplanted trees along the corridor. The Contractor was instructed to perform an investigation of the extents of the damage and provide an estimate to repair. Attached please find the proposed Contract Change Request #183 from CEI. In reviewing this request, the documents contained within the WCD were used to determine the scope of the change and provide an independent cost estimate. Man-hour totals were computed via technical estimate. Rental rates for equipment utilized were taken from Caltrans Standard rental rates for the 2013 business year. Labor rates were taken from the project Davis Bacon wages provided by CEI contract documents. This cost estimate is attached. The estimated cost for the Whole Foods Parking Lot Lighting and Irrigation Repair is $13,791.07 I find CEI's Contract Change Request #183 in the amount of $14,701.21 to be reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract Keith Meyer E Construction Project Manager CH2M HILL Team 970-988-8605 keith.mever(a)ditescoservices.com Cc: job file Change Management Checklist • Compliance Category Reviewed Reviewed for compliance with Part of the base bid; minor Environmental Assessment 7/7/13 modifications; included in SCC KM 40.02 Reviewed for construction/safety impacts 7/7/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 7/7/13 As attached to this memo KM Reviewed for PCGA grant compliance 717/13 Part of Build Alternative KM scope is included in SCC 40.02 Reviewed for real estate impacts/needs 7/7/13 Construction inside permanent KM project easements Reviewed for compliance with design criteria/ADA htto://w .access-board.aov/ada-aba/ada- 7/7/13 n/a KM standards-dot.cfrn General Contractor Concrete Express, Inc. Concrete Express Inc, 2027 W. Colfax Ave Denver CO 80204 ATTN: Ryan Dickinson Project Manager SUBCONTRACTOR: PROJECT: 7332 MAX/BRT project- Mason Corridor Change Order Date 7127113 Underground Infrastructure Technologies CHANGE ORDER #3 650033-CO3 2150 E. 58th Ave DATE: 8/28/20113 Denver, CO 80216 Contract Date:6/8/2012 SUBCONTRACT DATE: 10/23/12 E2-1 18" Storm Line 36" Concrete obstruction CHANGE FOR: Concrete Obstructions at E2-1 Storm line removal near Floyds The Subcontract needs to be revised as follows: Obstruction Removal at Collage Ave 36" Auger Bore 603-07180 CO-3 603-07180 CO-3 Quantity Unit HR Price Day Price Forman- Coval Gelatt 6.50 Hrs $26.00 $169.00 Labor- Christian Romero 6.50 Hrs $20.54 $133.51 Labor- Ivan Ferro 6.50 Hrs $20.54 $133.51 Labor -Jesus Luevano 6.50 Hrs $20.54 $133.51 Bore Machine 6.50 HRS 84.32 $548.08 3/4 Ton F-350 4x4 Truck 6.50 HRS 14.97 $97.31 350 LC Hitachi Excavator 6.50 HRS 146.72 $953.68 Rental Compressor 6.50 HRS 19.66 $127.69 5000 W Gen Set 6.50 HRS 6.04 $39.26 Small Tools 6.50 HRS 2.00 $13.00 Total $2,348.55 15% Allowable Mark Labor, Equipment $352.28 Not valid until signed by the Contractor and the Subcontractor The original Subcontract Sum was: $307,333.00 The net change from previously authorized Change Order(s) was: $26,668.72 The Subcontract Sum, prior to this Change Order, was: $334,001.72 The Subcontract Sum will be modified by this Change Order in the amount of: $2,700.83 The New Subcontract Sum, including this Change Order, will be: $336,702.55 Other changes in terms: Underground Infrastructure Technologies Concrete Express Inc. SUBCONTRACTORIVENDOR CONTRACTOR BY: TITLE: Estimator/ PM BY: TITLE: DATE:8/28/13 DATE: "Please sign and return both originals to our office. We will return a signed original to you. ditesco Independent Cost Estimate • WCD #59 Date of Estimate: 7-Jut-13 Contract Type: Mason Corridor BRIT (Hard Bid) Existing Contract or PO (Y/N): Y Description of Goods (A) or Services (B): A. B Scope is make repairs to the Whole Foods electrical system which powers their back parking let lights and Irrigation controller. Technical estimate performed to estimate manhours and materials used. Rental and labor rates taken from published standard lists conforming to project spec. I have obtained the following estimate from; Published Price List! Past Pricing (date) Caitrans Standard Equipment Rental Rates, Davis Bacon Wage Rates for Lamner County Engineering or Technical Estimate (performed by) BIII Renz (Dltesco) Independent Third Party Estimate (performed by) Other (specify) Cost Estimate Details: (Estimate calculated /n US Dollars) Signature of Preparer: Cost of Standard Items Productlllem Unit Price Quantity Unit Est Source Totals 1"PVC Conduit $ 0.50 500 LF $ 250.00 1" PVC Coupler $ 0.25 20 EA $ 5.00 1" PVC Elbow $ 4.50 10 EA $ 45.00 Trench bedding $ 5.00 100 CY S 500.00 #6 Gauge Copper $ 0.50 2200 LF $ 11100.00 #8 Gauge Copper $ 0.30 2200 LF $ 660.00 010 Game Copper $ 0.20 2200 LF $ 440.00 I SubTotel I I IS 3,000.00 Cost of Services, Repairs, or Non -Standard Items Item/Task: Materials or Work Description Other Direct Costs Labor Rate $ Labor Hours Labor Class Texas, Fees, Fringe SGBA' Pront Notes: Date Source TOTAL Electrical Foreman. Signal $ 35.00 40 Electric - Si $ 7.58 $ 210.00 Davis Bacon $ 1,913.20 Electrician - Signs[ $ 33.45 40 Electric - Si $ 7.68 $ 200.70 Davis Bacon $ 1 4141.90 Electrician -Traffic $ 25.84 40 Electric -Traff $ 6,66 $ 155.04 Davis Bacon $ 1.455.04 Pickup It 32.90 48 Equip It $ 236.88 Celtrens Rate $ 1,616.08 Service Van $ 32.90 32 Equip $ $ 157.92 Calirans Rate $ 1,210.72 Cat 420 Backhos or similar $ 51.56 32 Equip $ $ 247.49 Ceilrans Rate $ 1.697.41 General Contractor Markup $ 656.72 It 656.72 u otaT7677FTUT '6e ft. Gamral and Admr streWe Expenses TOTAL $ 13,791.07 maY4. WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 059 PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: Description of Work: (Title of WCD): Whole Foods Parking Lot Lighting and Irrigation Repair This Work Change Directive (WCD) directs the Contractor to make repairs to the Whole Foods electrical system which powers their back parking lot lights and 'irrigation controller. This WCD has been priced as a lump sum and will be paid for as such. The Whole Foods rear parking lot lighting and irrigation power system was damaged during BRT guideway construction as the private facilities were not located through the one -call system. They were also damaged previously during tree relocation efforts via a separate City contract. Attachments (List Supporting Documents): CEI/Sturgeon pricing and plan. 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: ,,C;,,-_ May 16, 2013 ner Date Recommended By: /0 caMay 16, 2013 Construction Milhager Date Copy: Owner Engineer Field File - SharePoint WCDO59-WHOLE FOODS LIGHTING REPAIR 05-17-13 FINAL PAGE 1 OF 1 a/z rlka Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 183 U✓Uvt7S c/ CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF CCR: This change request concerns all proposed electrical repairs within the BRT right of way, north of Drake, behind existing Kmart department store. LOCATION: MEMO NO.: N/A MEMO DATE: N/A COST CODE: N/A DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Troubleshoot damage & provide quote 1 LS $ 1,728.00 $1,728.00 Estimated Cost of Repair 1 LS $ 12,317.56 $12,317.56 TOTAL 5% Mark -Up: GRAND TOTAL: Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. $14,045.56 $655.65 $14,701.21 -- - -- 2LECTA7/C Member MYP Group Job Name: Max Bh Job Number: 82223301 Name: CEI WIO k : 814 Date: 4/l/13-4013 ATTN: Location: Drake and Mason (Behind Kin Soopers) Labor w/ 0% markup Sturgeon Electric Company, Inc. 22150 East EE]lh Avenue Henderson, CO 80640 303 286.8000 Equal Opportunity Employer . 5 Em loyeej 0itZYNPo.a-ze'�� Hours r IrFNn ea antlt <. r TYPE: ,e 9 t` � . (srrormD. ..�aaao ., I EaYanii°"yT"T'nn3::3-+. ((RateeAEtl Ibarkv iobl 1 —A)n V $25]]5 E $25T]5 1 350aT69 Cassady, Tam 4 SR 1-Apr Elec0iclan Foreman 35,31 § 29.13 2 3511380 1-Apr Babarad, Mike APP83 q BR 1867 $ 14.15 §131.2] E - $131R] 3 350d]69 2-Apr Cassady, Tim Electrician Foreman d.5 SR 35.31 E 29.13 E289.9] E - 5289.9] 4 3511380 2-Apr Bebira0, Mike APP/3 4.5 SR 1B.6T b 14.15 Et4T.68 E - $147.68 5 3511209 2-Apr Tomsna, Chnnopher TrJoume n 46 SR 2668 E 18.0] $201.3] E - 3201.37 61 3501024 2-Apr Connell, Jlm Electtician General Foreman 3 BR 38.52 $25.ti $191.06 § $t 91.06 B LABOR TOTAL 31,2t9.10 EQUIPMENT: (i� Name of E ul E.AE-iF-'-,.^aF.=.+C�::Houre X:c"---lat or EBGs'ti6'E:2t- -��-� -��-RasaMr T.b'£'+ Total3.=r3 1 Pkku Track a 1st E 13]0 $54B0 2 Service Van 4 1st E t3a0 $5360 3 r`KKUP Truck 1 4.5 It E 13.70 $61 65 4 Service Van 4.5 1a1 E 1340 SW 30 5 PickupTruck 3 1st E 1330 $41.10 EQUIPMENT TOTAL: §Zl1 AS SUBTOTAL: $1.490.55 Adduaonal Bonding 0.95% $14.16 -- EL EC TlilC M¢mB¢r MYR Group Job Name: Max Bit Job Number: 82223301 Name: CEI Proposal Kin,, Scolxrs Repair Dare: 411WO13 ATTN: Location: Mason and Drake Material wI 0%markup Sturgeon Electric Company, Inc. 12150 East 112th Avenue Henderron,EO 80600 303-286 8000 Equal Oppostunip Emplo3er $0.40 P60�=d=TOTAL im& 500 1'PVC $0.00 $199.35 20 1-Cou 1m - still en- $C20 10 1' Elbow $4 21 E0.00 $42218.00 1 MFT Ex andable Material E218.00 $0001) E218.00 2200 a6 $0.43 $0.00 $936.94 2,200 c8 $0.28 $0.00 $619.082200 old $0.18 E0.00 snfi6u u contractgrtDlal AL: p05.30 Labor wl 0%markup ,i`'g'--Employae9 NamaTMa No rs `�RatdN ,.yjpa, 3_ rF.TYPEs r poia tl M;B�'ii_.-; s'43wy Y,E a t,::� .5 (BTPoT/OlJw+3. `ha 'pL AtlC Faea 1 3501021 Connell,Jim 8 S)T 38.52 S 25.17 1-Apr Electroan General Foreman '?file x m. �z 'Ft• t yr, T tea Y - ((Rate+Add- F6rkup t Faaaf 7l mars)_ >T -. 9 $509.61 b - f509.5t 2 3504]69 1-ADr Cassady, Tim Electrician Foreman 40 Sa 35.3t $ 29.13 E2,5)].d9 E - $2,577.49 3 3503160 Federkka, Bill T.E.Op II 32 S' 2d.62 E 17.05 $1,333.77 $ - $1,333.77 4 3511424 Dollar, Tyler ST 1SA4 138 $1,024.92 S $1,024.92P2AP 5 6 EQUIPMENT: LABOR TOTAL: $5.445.68 ^ea^&+ Name of Eguipment),�.�+s*u:.-�fSc:dtG'. Hours 3usC.8YG>'.. fstw SB"^"--- 1st 1 Pmku Track 48 S 13.70 $65760 2 S¢rvice Van 32 1st $ 1340 S428.80 3 rick, .a 32 1st $ 27.55 $881.60 4 5 EDUIPMENTTOTAL: $1,968.00 SUBTOTAL: $9,81a.98 Additional Bondirq 0,95% 593.2E No Text ma:fk September 13, 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 Independent Cost Analysis — CEI CCR No. 220 Change in handrail from stainless to carbon steel MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 57 to price and if accepted, change the material type for all steel handrail and architectural railing for the stations/stops. As specified, all station handrail was to be 316 stainless steel. This value engineering proposal changes all railing to carbon steel (SCH40, powder coated) and offers the Owner a credit for the material change. In reviewing this request for change, we compared general unit prices of stainless handrail to powder coated. We did not complete a full cost analysis and ICE as this change is custom for this project and we could not find exact comparable costs. It is also a credit to the contract and, therefore is not an additional expenditure of grant funds. The cost presented by CEI is a reasonable credit to the contract for the work performed. As such, we recommend acceptance of the project credit in the amount of $156,200.44. Keith Meyer, E Construction Project Manager CH2M HILL Team 970-988-8605 keith. mever(a)d itescoservices. com Cc: job file Change Management Checklist Complianceg Reviewed Reviewed for compliance with 9/13/13 Included in build alternative, SCC KM Environmental Assessment 20.04 Reviewed for construction/safety impacts 9/13/13 Inside work zone traffic control KM areas Independent cost estimate prepared 9/13/13 General evaluation completed KM through summary letter Part of build alternative; eligible Reviewed for PCGA grant compliance 9/13/13 cost/credit for station safety and KM operation Reviewed for real estate impacts/needs 9/13/13 Included in existing right of way, KM easements Reviewed for compliance with design Railing required for safety and css-b a/ADA ada-aba/ada- htto://wNv✓.accessards-d 9/13/13 ADA purposes at a number of locations; art of original P KM standards-doLcim t.cf architectural design mat WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 057 PROJECT: Mason Corridor— MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: z (Title of WCD): Station Handrail Material Change Stainless steel to carbon steel (SCH40) - powder coated This work change directive directs the Contractor to price and, if accepted, change all the handrail and architectural railing at the stations/stops from 316 stainless steel to carbon steel (SCH40 - powder coated). This change is being initiated by the Owner as a value engineering proposal to the contract. This change will be tracked as a deduction to the overall contract value and payment for the station architectural and handrail installation. This change is being initiated by the Owner as a value engineering proposal to change the handrail/architectural railing material type. Attachments (List Supporting Documents): None. However, this change affects all handrail details provided for in the contract architectural drawings. 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: July 5, 2013 er Date Recommended By: 4/ fzt- July 5, 2013 Construction M pager Date copy: Owner; Engineer; Field File - SharePoint WCD057_STATION HANDRAIL CHANGE_07-24-13—DRAFT FOR PRICING PAGE 1 OF 1 1^CrZ F;Na-L �CEI` 7126113 Erika Keeton, PE Special Projects Engineer City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 220 12-009 7332 Mason Corridor BRT WGD057 DESCRIPTION OF CCR: This CCR shows the credit to the City of Fort Collins for changing station handrail, and architectural railing from stainless steel to a powder coated finish throughout the project. LOCATION: Max BRT Stations MEMO NO.: N/A MEMO DATE: N/A COST CODE: N/A DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Stainless Steel Rail Station Handrail 625.6 LF $ 200.65 $ 125,526.64 Architectural Railing 770 LF $ 323.29 $ 248,933.30 Total 1395.6 LF $ 374,459.94 Powder Coated Rail Station Handrail 625.6 LF $ 130.09 $ 81,384.30 Architectural Railing LF $ 177.76 1 1 $ 136,875.20 Total 1 1395.E 1 LF $ 218,259.50 TOTAL $ (156,200.44) Concrete Express, Inc., requests 0 working days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. General Contractor Concrete Express, Inc. Concrete (Express Inc, 2627 W. Colfax Ave Denver CO 80204 ATTN: Ryan Dickinson . Project Manager SUBCONTRACTOR: PROJECT: 7332 MAX/BRT project- Mason Condor Change Order Date 6/10113, 6/11/13, 8/12l13, 6113/13, 6118113 Underground Infrastructure Technologies CHANGE ORDER #2 650033-2 2150 E. 58th Ave DATE: 6/24/20113 Denver, CO 80216 Contract Date:6/8/2012 SUBCONTRACT DATE: 10/23/12 F1-1 Prospect 62" Tunnel debrie removal CHANGE FOR: Concrete, phone p at F1-1 Iles,Obstructions Prospect Tunnel debrie removal The Subcontract needs to be revised as follows: Obstruction Removal at Prospect Tunnel 619-10625 CO-2 6110/13, 6/11/13, 6/12/13, 6M3/13, 6/18/16 Quantity Unit HR Price Day Price Forman= Coyal Gelatt 34:00 Hrs $26.00 $624.00 Labor- Christian Romero 2 3 ?A 96 Hrs $20.54 $492.96 Labor- Ivan Ferro 3 24-60 Hrs $20.54 $492.96 `� Labor- JesusLuevano /2 3 24.00 Hrs $20.54 $492.96 Labor- Arron Jones I y lb24-00 Firs $20.54 $492.96 Bore Machine 2 14.00 HRS 84.32 $.1,180.48 314 Ton F 350 4x4 Truck 5, 110.00 HRS 14.67 $149.70 350 LC Hitachi Excavator �.l 10.00 HRS 146.72 $1,46TA Rental Compressor s HRS I20 19.66 $471.84 5000 W Gen Set Z,1� 24.00 HRS 6.04 $144.96 Small Tools 1q,' 2M0 HRS 2.00 $48.00 Total $6,058.62$908.7o 15%Allowable Mark Labor, Equipment Not valid until signed by the Contractor and the Subcontractor The original Subcontract Sum was: $307,333.00 The net change from previously authorized Change Order(s) was: I $19,702.00 The Subcontract Sum, prior to this Change Order, was: $327,035.00 The Subcontract Sum will be modified by this Change Order in the amount of: $ cr ; The New Subcontract Sum, including this Change Order, will be: $334,001.72 Other changes in terms: Underground Infrastructure Technologies Concrete Express Inc. SUBCONTRACTORIVENDOR CONTRACTOR BY: Randy Everett e ski< BY: TITLE: Estimator/ PM TITLE: DATE:6/24/13 DATE: i "Please sign and return both originals to our office. We will return a signed original to you. ;3/9,1i0 Z SZ.69' ZSZ6`% zsz. b? 252.64' 60 7. /0 76. 3S -m- e7 Z4/. gZ '74,2q -4, 6 0 3/aZ, 79 465, 4 2 ECI Site Construction Management, INC. INVOICE # 0001 Managers I Constructors of Civil and Recrecation Projects DATE: MAY 14, 2013 2526 S.E. 14" Street PO Box 2135 Loveland, CO 80539 www.ecisite.net To Ryan Dickinson Concrete Express, Inc. 2027 W. Colfax Denver, CO 8020 �-QTY- UNITS 'DESCRIPTION -T UNIT kilfl! 'TAXES 1 LF Stainless Steel Railing with' t!an—dFail $182.00 $0.00 $182.00 5 % ECI Markup $9.10 $0.00 $9.10 TOTAL $191.10 QTY UNITS DESCRIPTION UNIT fARN,,� LINE TOTAL, LF Powder Coated Railing with;Handrailr $118.00 $0.00 $118.00 5 % ECI Markup $5.90 $0.00 $5.90 TOTAL $123.90 Quotation prepared by: Brandon Hylton Project Engineer ECI Site Construction management, Inc. brandon@ecisite.net (970) 361-7358 This is a quotation on the goods named, subject to the conditions noted below: Estimate was given by Tom Dufficy on May 8, 2013. This linear foot pricing for both stainless steel and powder Coated steel. THANK YOU! Building Quality since 1946" CENTRAL DENVER ORONWORKS, INC. 4245 Fox Street Denver Colorado May 8, 2013 Brandon Hylton ECI Construction Management, Inc. Re: Fort Collins BRT Railing Brandon, I am including lineal foot pricing for the rail shown on C1-302 in both #304 stainless steel and powder - coated steel. This bid includes: Detailed shop drawings; field verification; Delivery; installation. DOUBLE -LINE PIPE RAIL WITH HANDRAIL Per Lineal Foot Stainless Steel: $182 Per Lineal Foo"inlesVge'el: $118 Please let me know if you have any questions. Feel free to contact me on my cell @ 303.549.3920 Sincerely, Tom Dufficy CDI IN N MOUND FOR DRAINAGE ITYPI B +-I/2' s[Na0 STEEL PIPE POST lOP 6 GPIPPI HG HANDRAIL E T m q q ' GRIPPING HANDRAIL II-1/2' B SCH40 CONCRETE WALKWAY STEEL PIPET SEE NOTE 5 F '6 16GA G<LV. STEEL 1' • a W10TX AS SPECIFI EO SLEEVE OP COPE DPI LL - NON -SHRINK LPCUi .� DETAIL B ]/<"F STEEL BAR .... f DETAIL A �. � -0' I� Y �� •- e 'I - • E I-+/z' scxao STEEL PIPE Posi ^HANDRAIL DETAIL d SECTION 'A" U,��.:N.T.S. �I _ I 1- tI gPSAIL INI SNeLL BE Sid INL E52 STEEL. 2. ALLPOSTS SHALL BE PLOW HO PAILS PARALLEL TO THE GROUND. ]. PIPE MATED JAL SHALL CONFORM TO STM .:]. SECT 1 ON Q—A GRANIh AR St B 045E q DRIPPING ING NA XO Pd IL I1-112' B . REINFORCING Si EEL $i4 A 615 GO fi0. 1'�' ON CO1PdCTEO FILL $C NqO $LE EL PIPET SEE NOTE 5 5. IF THE CONCRETE VA LK SLOPE IS $R OR GREATER A GRIPPING HANDRAIL IS PEc01RE 0. 6. PIPE DIAMETERS SHOWN ARE 'NOMINAL' OIdNE TE PS d5 GIVEN IN AA2P ICAN I tOiE INSTIT OF STEEL CONSTRUCTION MANUAL. OVER G'-O'10 7-9"MA% OVER 6'-0'TO T-9'MA% 1-1/2.0 SCH40 STEEL PIPE POSTS ]/4'W STEEL BAN D-MAX SECTIONB—B rA � I-1/E" ScvaO STEEL PIPE POST 1-1/2'B SCH40 STEEL PfiIPE WITH WELDED JOINTS ]/q'R STEEL BAR GPI,PI HG PA 1l i1 1 scxw VTEE 'HG PIPE Lfl IPP ING PAILI SEE AT C SEE DETAIL B SEE NOTE 5 J CAL LYP ICAO i RAIL ENDS 2-11 q 0 STE DETAIL C YP OF Coto ( 1-1/2' SCH40 STEEL PIPE POST Q HERMAN r �Q + 301701 GRIPPING HANDRAIL I1-1/2' B SCH<0 STEEL PIPET SEE NOTE 5 '1 �.• I rl J11L n11111�1;1- i�J7lllll II h_L iouSTRUCTTEDwiuiccN L CONCRETE w LKwAv IIIT I/pit: r� l�l-.I Il� Wrry I11 ITT I 11 111-- STEEL p I 11111 + 11— GRANULAR SUB BASE 1,_� ON COMPACTED FILL A ./a°e I :. SECTION C -C SEE OETC IL A 1t: /1T�YP ICAO HANDRAIL ELEVATION 7 HANDRAIL DETAIL d SECTION 'B" d "C ".n�,rBp vo s os1B Plitt DR1.01/IO/TOTI ® Suet Revisions MASON CORRIDOR !� _Fok'Collin$ v 1=— -��� BRT '�fy e,F-'aex '�.. `*' z}' CarlstrODtlm DrminOs STATIONS HANDRAIL TYPICAL DETAILS Project No. File None aOi]-BPL_Detall Pl mlDJalaXtrvl l.Eq pots: [mrnib ING Nv Pevlsl ms: FL C.11;.: 7075 Nriz S.":N. T. S. Wart. Iv N A Dti1 IMvvvtim Wit LMr In111n15 O PBVISM: Oeslpw': PZ OeU'VL: 58 VOtl: DS5HlVnIvcOrtvsB STAT Bo st HUM1 F 791 C1-302 CENTRAL DENVER IRONWORKS, INC. "BUILDING QUALITY SINCE 1946" Brandon Hylton ECI Re: SWALLOW DECORATIVE RAILING Brandon: As you requested, I am including our breakdown for Swallow Station. My breakdown for the Decorative Railing (Re Dtl 1/792) follows. There appears to be about 86 I.f. of railing, but I have broken it out on a lineal foot basis: For Galvanized and Powder -Coated: Detailing: $22.24 per I.f. Material: $31 per I.f. Fabrication: $74 per I.f. Installation: $34 per I.f. Total Price per L.F.: $161.24 $ For #316 Stainless Steel: �r��> /77.7G/� Detailing: $22.24 per I.f. Material: $138 per U. Fabrication: $92 per I.f. Installation: $41 per I.f. V C�� Total Price per L.F.: $293.24 -t 6rl (ry) ; Please let me know if you have any questions. I prefer that you use my cell to insure that I can reached. That number is: 303.549.1920 Sincerely, Tom Dufficy 4245 FOX STREET DENVER. COLORADO 80216 303.433.31 SO 3z7. Z9/cam N O M "'pP Colo, Al 'ey yLAURENCE 0 301701 I-1/2• v 2-1/2' PRE -FABRICATED METAL RAILING DECORATIVE METAL PANEL -1/2' X 2-1/2" PRE -FABRICATED METAL RAILING CAST -IN -PLACE CONCRETE WALKWAY ASON CORRIDOR BRT castruct a Fort Collins Np R.vI.I pIB: voia: %1SURFACE CONNECTION DETAIL qB STATIONS ProjeotRNo. DECORATIVE METAL BARRIER TYPICAL DETAILS r N. CGII. , 101, Sn..1 Nweer 792 II A -JUG may: August 24, 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 Independent Cost Analysis — CEI CCR No. 188 Fiber Optic Cable Change — 72 count to 144 count MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov. com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 49 to price and if accepted, change the fiber backbone specification to a 144 count fiber cable from a 72 count fiber cable. This change was requested by the City of Fort Collins Light and Power Department and is being paid for from their enterprise fund. WCD049 was requested to increase the overall communications capacity of the fiber backbone for future use. In reviewing this request for change, the City Light and Power and IT departments provided independent cost estimates to support the change even though this extra work is not being requested as a grant eligible expense. Their supporting cost estimates are attached. Keith Meyer, E Construction Project Manager CH2M HILL Team 970-988-8605 keith. mever(d.)ditescoservices. com Cc: job file Change Management Checklist CategoryCompliance Date Reviewed Reference Initials Reviewed for compliance with Not requested as a grant eligible Environmental Assessment expense Reviewed for construction/safety impacts Independent cost estimate prepared Reviewed for PCGA grant compliance Reviewed for real estate impacts/needs Reviewed for compliance with design criteria/ADA htto:/tw .access-board.cov/ada-aba/ada- standardsdot.dm j-&4- F;a� 8/21/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 188 Revised WCD #49 12-009 7332 Mason Corridor BRT Pricing from Sage for fiber optic cable change from 72 ct to 144 ct (Corning and Commscope quotes provided). Project wide DESCRIPTION QTY UNIT UNIT PRICE TOTAL price differential from 72counl fiber to 144 count fiber (Commscope) 31,259.00 LF $ 1.51 $47,31T09 Subcontractor (Sage) Markup 1.00 LS 5 % markup $2,365.85 sub total $49,682.94 CEI Markup 1.00 LS 5% markup $2,484.15 TOTAL $52,167.09 pl/� Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, VA02'1 f RyXinjOicnson Proje V nager S¢ga: T�Iccomm c CorpUi¢Lion August20,2013 To: Ryan Dickinson CEI Inc WCD 049 Fiber Optic Cable change to COMMSCOPE 144 ct QTY Description Rate 144ct COMMSCOPE CABLE upgrade $ 47,317.09 /LS $47,317.09 5% $ 2,365.85 $2,365.85 This proposal is for the work described in WCD 49 only. Sincerely, Mike McFadden Sage Telecommunications Corporation 303-210-4710 $49,682.94 Job Title: MAX BRT Fiber Backbone change to 144 count Preliminary cost estimate as of 5/20/2013 - to be used for budgeting purposes only. Job will be billed based on actual costs. rev. 5/20/13 - fiber tease (costs a are Total Platte River Power fiber lease costs City of Fortcoilins Light & Power Utility - lease of conduit, prep route, install fiber, related costs Item description I Units I # of units I Unit cost I Extension Conduit leasinq and new conduit installation costs from Liqht & Power Utilitv (one-time pavment Lease existing conduit from L&P foot $ 6.00 $ New conduit Qoint build with L&P) foot $ 0.85 $ Conduit installation and associated costs Directional bore, 2" foot $ 4.50 $ Polypipe, 2" HDPE foot $ 1.13 $ Pothole each $ 145.00 $ Excavation pit each $ 350.00 $ Intercept existing conduit hour $ 250.00 $ Telecom vaults/handholes and installation Telecom vault 30"x48" w/ 20K lid each $ 600.00 $ Telecom vault 12"x17" each $50.00 $ Labor to set vault (incl. 4-person crew, tools, trucks) hour $250.00 $ Mule (pull) tape and installation Mule tape foot $ 0.113 $ Labor to install (incl. 4-person crew, tools, trucks) hour $ 250.00 $ Compressor hour $ 13.73 $ Fiber cable and installation 144-strand single mode fiber foot 31,500 $ 1.025 $32,287.50 96-strand single mode fiber foot $ 0.770 $ 72-strand single mode fiber foot $ 0.560 $ 48-strand single mode fiber foot $ 0.448 $ 12-strand flat drop SM cable foot 0 $ 0.281 $ Labor to install fiber (incl. 4-person crew, tools, trucks) hour 40 $ 250.00 $10,000.00 Reel truck hour $ 71.44 $ Miscellaneous items Locate wire #12 copper foot $ 0.1052 $ Locate pedestal each $ 15.00 $ Misc. conduit pieces each $ Cable pulling lube tube $ 5.60 $ Flexible innerduct,1.25" foot $ 0.35 $ Traffic control estimate as billed Landscaping lot $ Saw cut concrete sq. foot $ - Saw cut asphalt sq. foot $ - R&R concrete sq. foot $ - R&R asphalt sq. foot $ - miscellaneous labor (incl. 4-person crew, trucks, tools) hour $ 250.00 $ - Cable testing splicing and terminations OTDR test cable on reel per strand 144 $ 13.00 $ 2,592.00 Underground Infrastructure Technologies BRT / MAX EQUIPMENT AND LABOR RATE Current Blue Book Equipment Rates Jack and Bore Equipment Price per Excavator350 Hitachi $146.72 Barbco Bore Machine 48/60-950 $84.32 Trench Shoring System $10.00 Generator 5000 (W) $6.04 Welding Truck $14 97 Tool Trailer T&B $6.00 Air Compressor $19.66 Small Tools $2.00 250 Class Welder $6.99 Independent Tractor Trailer, Lowboy $130.00 Certified Labor Rate Schedule Forman Operator Common Labor Subcontractor Allowable Mark Materials and Equipment Plus 15% Labor Plus 15% OTDR test installed cable per strand 144 $ 24.00 $ 3,456.00 prep fiber per end 1 $ 150.00 $ 150.00 12 fiber pigtail each $ 170.00 $ - fiber splices per splice 72 $ 38.00 $ 2,736.00 mobilization charge per location $ 150.00 $ - open/close splice enclosure each $ 75.00 $ - splice tray each 3 $ 50.00 $ . 150.00 .3i�Tai Enlarge existing vault - labor hour $ 250.00 $ - large vault each $ 1,000.00 $ - pavers lot $ - concrete sq. foot $ - project management hour $ 65.00 $ - Total estimated Light & Power costs Note: work to be done by others Total estimated Light & Power costs adding 20% contingency for budgeting purposes $51,371.50 Notes: 1. Fiber distances are estimated from map information, not field verified. 2. Cost estimates are averaged from three phone bids for fiber that has not been bid to MAX specs (OFS, Draka, Prysmian). 3. Cost estimates (other than fiber cables) are extra costs for upgrading the backbone fiber from 72 strands to 144 strands. MEMO JOB NAME: /.;,.�/�,d'- . rr.�.. ; ., �, JOB 3% iJ vav _ COST CODE: DATE: ISSUED TO:c, ram 36491 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED:,,�,o„ SPECIFIC LOCATION OF WORK: zyop,.� �.r�,� �/. / /'. Ti��._ nor- .r •rr n _s BREAK DOWN OF HOURS. CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. / /3.�d c a• .? r i i CONCRETE EXPRESS, INC. NAME: s..-ri .rri �i�-, �.Y.i TITLE: r,-s.�..�. DATE: ACCEPTED: NAME: TITLE: DATE: ma c September 13, 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 Independent Cost Analysis — CEI CCRs CCR Reconciliation — WCD082 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was authorized through Work Change Directive (WCD) No. 82 to track unknown and unforeseen conditions associated with all utility pipeline installation (storm drainage) related to SCC 40.02. Each CCR was tracked, evaluated and checked individually. Each change request review form is attached to this memo and contains the independent estimate checks. Through the review of each CCR related to SCC 40.02, the total sum of CCR costs in the amount of $37,245.20 is reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. Keith Meyer, Construction roject Manager CH2M HILL Team 970-988-8605 keith. mever(caditescoservices. com Cc: job file Change Management Checklist Compliance Category Date Reviewed Reference Initials Reviewed for compliance with 9/13/13 Part of the build alternative; scope KM Environmental Assessment of work included in SCC 40.02 I Reviewed for construction/safety impacts 9/13/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 9/13113 Time and materials tracked KM Reviewed for PCGA grant compliance 9/13/13 Part of Build Alternative KM scope is included in SCC 40.02 Construction inside permanent Reviewed for real estate impacts/needs 9/13/13 project easements; public right of KM way Reviewed for compliance with design criteria/ADA ' htto://w .acmss-board.gov/ada-aba/ada- 9/13/13 n/a KM standardsdot.cfm mac WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 082 PROJECT: Mason Corridor— MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Contract Change Request Reconciliation for Utility Installation (all SCC 40.02) This work change directive authorizes contract changes for various utility installations tracked through contract change requests and field memorandums as time and material charges to the contract. All work is related to pipeline utility installation (storm drainage) and is largely due to unknown and unforeseen conditions. Each CCR was reviewed independently through a contract change request review form and costs audited based upon field tracked quantities, time and materials. This change is being initiated by the Owner as the Contractor has encountered unforeseen conditions in the various storm pipeline profile installations across the BRT project. Attachments (List Supporting Documents): All CCRs, cost analysis and associated field tracking supporting documentation 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: l�2a" _ I September 13, 2013 wner/y/ - Date Recommended By: % t" September 13, 2013 Construction Mirnager Date Copy: Owner; Engineer; Field File - SharePoint WCDO82-CCR RECONCILIATION-00-13-13-DRAFT FOR PRICING PAGE 1 OF 1 Flilo �t r, :a`4 Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 03-01-13 Contrail Change Description: Extra work for BNSF inlet modifications near Mulberry Street (STA 1234+00) Contract Change Number: CCR 11 Date Received: 02-15-13 Date(s) Work Performed: OS-15-1 2 Plan Location(s): Mason at Mulberry — near STA 1234+00 Description of Review: CEI quantified extra work associated installation and modification of a line inlet installed by BNSF as part of the railroad improvement project which occurred in this area July 2012. Amount claimed in CCR 11 - $1,280.00 (time and material) Amount authorized - $1,280.00 (paid as time and material) Engineer Acceptance: tr, 1 4 I/V Contractor Acceptance:' L %� f / '• /l / ' f t V Page 1 of 1 S+. � 313.iy� y.YJ'.12'f iY 8/24/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: / /liS �D✓/L � �i�j/�. DGvr. NGVc � (� F11 011 12-009 7332 Mason Corridor BRT l2wy Lw DESCRIPTION OF CCR: ADS inlet 2'4" installed by BNSF; off alignment with pipeline. We cut the existing 12" underdrain and realigned in order to match grades to each other MEMO NO.: 32031 MEMO DATE: 8/15/20-12 COST CODE: 700-70018 Foreman 4 HR $ 55.00 $ 220.00 CAT 315C EX 4 HR $ 185.00 $ 740.00 Pipelayer' 4 HR $ 40.00 $ 160.00 Labor 4 HR. $ 40.00 $ 160.00 TOTAL $ 1,280.00 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all bf the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000, Sincerely, Ryan is inson Proje t anager. MEMO ® JOB NAME: I I gsoo Net,Doc) JOB a: 12 ppq -700 I8 COST CODE: 7()1 DATE: 0 ISSUED CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 uk--t�-i1 3203' DESCRIPTION OF WORK PERFORMED: jAk, Nit7( O S [1([,( r✓) w /kD g In It+IA) nl'( r t, V 0'' a O P io, 4u-f�e I§p blGO-� OVA re-( 'fyI Ons D "6Z1Ck, w-no SPECIFIC LOCATION OF WORK: 1" 00m do 4-in�S 9 BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. I A� t;r 161 1 315CA. his MAC h,s CONCRETE EXPRESS, INC. NAME: Loy V�I1(b TITLE:AN DATE: (%' is, J'L-- ACCEPTED: NAME: TITLE: DATE: max Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 03-01-13 Contrail Change Description: Concrete collars on storm pipe near STA 1+64 LT Contract Change Number: - CCR 24 Date Received: 02-15-13 Date(s) Work Performed: 09-07-12 Plan Location(s): STA 1+64 LT (pipe station) along Troutman Description of Review: CEI quantified extra work associated with storm line B2-1 which included installation of a concrete collar around an existing, damaged storm drainage pipeline. CEI tracked time and material costs associated with this work. Amount claimed in CCR 24 - $437.95 (time and material) Amount authorized - $437.95 (paid as time and material) i Engineer Acceptance: v � / Contractor Acceptance: , " / r Page 1 of 1 9/10/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 024 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Pour pipe collars at each end of existing 18" leaking pipe per city. 2 yards of concrete used. STA 1+64left MEMO NO.: 35452 MEMO DATE: 9/7/2012 COST CODE: 700-70027 Labor 3 HR $ 40.00 $ 120.00 CAT 345 EX23 Standby 1 HR $ 39.23 $ 39.23 Class D Concrete 2 CY $ 98.11 $ 196.22 TOTAL $ 437.95 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, t �W( V Ryan icki son Project ager Phase Code lob # 0033 Employee Hours Dat VO. Hours Coval Gelatt i.i Excavator 7133 3 998 8 Christian Roll,, Aka -Chewy 998 8 Ivan Ferro 999 8 Jesus Luevano 998 8 ibz!� Arron Jones V-."14 998 8 EVIJ1PNEWT NO. START END BRS COST CORE BRMBIPTION OLUNT12Y 1 W C--e Vj Cann pnen�;n,— Truck 2106 M Excavator 7133 Bore Machine How WRITTEN REPORT - Wee ready to start tunneling & there were some questions raised on the"casingsize on Friday. We waited to make sure it was cleared up & we Got the YUUIItUUfrom Roy Gr9.-3Uam. we started to tunnel, it was going well until 11 am when we ran it on an bld piece of concrete sidewalk a thick 4 wide. Photos were taken &phone calls were made. We started to remove the cfffewA as we tunneled. At noon we found a power pole Base along with the old sidewalk. LGIIeULLj&Ray. We were down from -noon to 130pm We got the go ahead to go bock to work atl3olorn. we Mined until 5:30pm. We removed approximately 3'of the sidewalk& the power pole: 9110/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 024 12.009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Pour pipe collars at each end of 18" leaking pipe per city. 2 yards of concrete used. STA 1+64 left MEMO NO.: 35452 MEMO DATE: 9/7/2012 COST CODE: 700-70027 rUIcmdn 1.5 HR $ 55.00 Labor 3 HR $ 40.00 CAT 345 EX23 ia.dAo 1 HR $ 39.23 Class D Concrete U 2 CY $ $ 120.00 ' „ $ 39.23� $ 31522 ' " I `� 'Pt J 556.9 Concrete Express, Inc., requests 0 days for the above contract modifications. rvwk Q"L t 1 % . These are all of the visible effects of the above change we see at this time. We reserve the right to 8 incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.5622nnn �7e--V,4' Sincerely, Ryan Dickinson Project Manager 9/10/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 024 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Pour pipe collars at each end of 18" leaking pipe per city. 2 yards of concrete used. STA 1+64left MEMO NO.: 35452 MEMO DATE: 9/7/2012 COST CODE: 700-70027 r-oreman 1.5 HR $ 55.00 Labor 3 HR $ 40.00 GA 345 9X23 a— —Hf;-- $ Class D Concrete 2 CY $ 157.61 These are all of the visible effects of the s incorporate other changes as they appea, regarding this change, please feel free to Sincerely, Ryan Pickipson Proje t Manager $ 82.50 �Q _$ 120.00 e right to iestions re"v' -s, MEMO 3552 JOB NAME:ti� _.• V`('ti[1n!^ ... JOB #: j a- dog COST CODE: Qb ,_ r)ah DATE: 7 -6g. CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 ISSUED TO: G !`r � O "C 4em02,1 rT-(-JA6 7-&a („ &I[,+ vile- 1/Iy LOCATION OF WORK BREAK DOWN OF HOURS "® ff T-mar, M, m § 1 _ Vewalmlillill CONCRETE EXPRESS, INC. ,/ ` j NAME: we tt-k R 1'' h T TITLE: Fore mad DATE: q_^ 7- la ACCEPTED: NAME:ir_ TITLE: DATE: `! _ 7 _/ Z_ ��,_,,. 1r . �. I ���� � ri g' x 1. No Text rre — It _ - �MEN ("a"•+"�`' rin.yyl � {� - �+ f ems" � �•{g ,c��/a.�{ ILI • r F R h'� F.1(� ��y •1' • •3x ,1 7 ���� 1 1, \ \) r�/ J'�, r>j[j �, .. �+y-rt'+��1' '�"�Gu ar �% I -� •a' �y ;!"r � \ 1 } ( r r -per- 'ti /!�)y/ 6i�ri- 7 • a a � . o �+ t7 o � rY "+ ° k �e �y :*s•TS ��� 2 p*L-ryr" V` � n� `�*. Ql�i� tl'„e Yi�%n= qr �; Sy; 3 ,e i}[3 d�'�i'��}•.�,-�' .�l _��wdi.J's�woqeq^'� wPf/ gar 1 � ,� r�.N,y{Ir� ✓• yi`y Mi I` G ee4�y�}"Y � ��� �� � � yA� ' , ';' G�"-,.�{a� ��4"+ 6 V F � aii`i, J-. I xu'ry, j I tfiF ., r 9 y„y E 4 �'`r � D ; x �� `f. �'YF,4^' 4f >' �,�• i k.' ♦ .lcry .lFp ""�'i'}i v f � 4 ♦ E . env A D.. n ?. ' n b � '� W � t Y � X h "W If r x o �FF.0 � .� e a 1� '��,5sr '.Y' v j` A w'• _ ��,� 5 '' L r, ar*. F:�ffi"',• ix i �t�t'>b s• ``F t 7� t�NR• M t}A � F !A r t 4 , WW RN 201 No Text Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 02-28-13 Contract Change Description: Extra work at Old Main; removals, patching, backfill and staking for J1-1 Contract Change Number: CCR 67 Date Received: 02-15-13 Date(s) Work Performed: 09 and 10, 2012 Plan Location(s): Old Main Drive at Mason Street — near STA 1219+00 Description of Review: CEI quantified extra work associated with line J1-1 and infrastructure construction and repair near STA 1219+00 on the main CSU campus. WCD012 was issued to CEI on August 22, 2012. WCD012 changed the alignment and profile of storm line J1-1. WCD013 was issued to CEI on September 15, 2012. WCD013 added fence removal, curb and gutter and shrub bed installation. WCD013 and unit price items for work in the Industrial Sciences building area were fully reconciled on December 6, 2012. As such, the items claimed for payment in CCR67 were paid for in both WCD013 and pay application 3 as unit prices. This includes: - Excavation, stabilization and haul — split between both stabilization areas due to uncapped irrigation (WCD013) - Removal of Sidewalk — 22 SY (pay application 3) - 4" HMA Patching — 22 SY (pay application 3) - Concrete Sidewalk —141.7 SY (pay application 3) - Curb and Gutter Type 1113 —185 LF (pay application 3) - 6" HMA Patching — 89 SY (pay application 3) - Class 5 Haul —(part of WCD013 for over excavation and stabilization as negotiated) - Traffic Control — paid for as part of the base bid, lump sum (pay application 3) The only approved, eligible cost claimed in CCR 67 is surveying. Surveying costs outlined in the CCR occurred throughout the month of September. An amount of $1,483.50 is authorized for this work as direct subcontractor cost. Per Article 11, Part 11.6.2.2 the Contractor is allowed a 5% markup on subcontractor cost ($74.18). Amount claimed in CCR 67 - $24,884.68 (unit prices) Amount authorized - $1,557.67 (paid as lump sum) cngineer Acceptance: �• h Contractor Acceptance Pa71)1' lob # 0033 Date: 06-111-13 — Phase Code Employee Hours Equipinint No. Hours Mm,*�'Fi* Cova[Gelatt Excavator 7133 2 998 7 Christian Romero Aka -,Chewy 998 7 elm f Ivan Ferro 998 7 Jesus Luevano 998 7 Arron Jones 998 7 EQUIPMENT NO. START E" BRS COST CODE DESCRIPTION QUANTITY N5 6e_+ 3 q��Fk 21-06 Excavator 73.33 11 '11MMIDEMN RW? Bore Machine 36000 WRITTEN REPORT: We set oursecond piece of casing& started to weld it in place. We started tunneling at 10:30am we continued tunneling removing concrete& another I Power pole base until 5:30 pm. We removed approximately 2'of sidewalk& a another power pole for a total of 2 sofor. oqit Necessary Forms Complete Time AccidentReport. N oxy % Conf ined Space Perin it. N LEL % Trench Log: Y CO % Extra Work Order. N H2S % Description of Extra Work: Delays: Equipment associated with the delays due to the debris in the tunneL 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 067 REV includes CCR 54 & 81 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: All extras at Old Main, including but not limited to, removals, patch back backfill and additional staking at line J1-1 LOCATION: Old Main and Mason ' DDES rJor (Nu-uDE MEMO NO.: NA MEMO DATE: NA COST CODE: 700-52016 RJD - ezlr� . DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Removal of Sidewalk 22 SY $ 10.05 $ 221.10 4' HMA Patching 22 SY $ 32.01 $ 704.22 Concrete Sidewalk (6') 141.75 SY $ 38.22 $ 5,417.69 Curb and Gutter type 2B 185 LF $ 12.90 $ 2,386.50 6' HMA Patching 89.22 SY $ 48.50 $ 4,327.17 Class 5 Haul 92 Cy $ 85.00 $ 7,820.00 traffic control 3 DAY $ 1.336.00 $ 4,008.00 TOTAL $ 24,884 Concrete Express, Inc., requests 3 days for the above contract modifications. , j r6 These are all of the visible effects of the above change we see at this time. We reserve the right to 1 "y incorporate other changes as they appear in implementing this change. If you have any questions / regarding this change, please feel free to contact me at 303.562.2000. 7 a 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 067 12-009 7332 Mason Corridor BRT Alt F ctn; ( Oljv VVL.'� , A-kr\cu"t.s,,, - Removal and Patch` Sack temporary sidewalk at Old Main for Homecoming weekend Old Main and Mason r,4,1' 114 rR^l DESCRIPTION OTY I UNIT UNIT PRICE OT TOTAL Removal of Sidewalk 22 SY $ 10.05 $ 221.10 4' Temp asphalt Patch. 22 SY $ 32.01 $ 704.22 TOTAL $ 92$ Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feet free to contact me at 303.562.2000. Sincerely, Rya Diclyinson Proj ct anager J Installed Quantity Tracking Log r Project: Mason Corridor - Max BRT Project #: 7332 Prime Contractor: Concrete Ex ress Inc City of Fart CoWns �*X��� rcLine #' Y Brd Item Item De cnptio I salletl nid€kn Instal ed Date. *ta #e a° Location (byzProtect Stationmg)�, Ge —an i r:lo-„I i C�,aYar,, �202"00200u OVA REML�tOSIDEWA FtL�K h Yl n, ,lPttaY. .3 I SY 2a2 "Ial;andTempSide ml walks rx r (homecoming) an tE, a �rt��tNwi r403'00721 iYrl���nu2A.2t'tiY '202„00010; i HOTMIX{PIgi,A,LkT�(P�ATCHINuG)p(ASP �I. r! ti"1'm'+^i<'}.KYpE:i�ke"�i��aiw".?M'Y.`7('17fltil'JIrMAII,it1. REMOVAL,OFfTREEINF�y"j(�r�yrv�"g pgAI�TJ) Sy'va ,"15 !, 'N+ T�E,p )Srdewalkt(Homecommg) " �i�o-���n Lauiell'at�`CSU 4{ r ,3 008 t75.. r 3v Eq ,w elofl Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 03-04-13 Contrail Change Description: Changes to work scope for 34-1 installation related to utility conflicts Contract Change Number: CCR 88 Date Received: 02-15-13 Date(s) Work Performed: November 2012 Plan Location(s): Horsetooth and Mason (134-1 alignment — near STA 76+00) Description of Review: CEI quantified extra work associated with installation of storm line 84-1 in Horsetooth Road. This scope is varied in nature and partially associated with assistance to the City's Light and Power Department and Xcel Energy. The Light and Power Department had a failed/damaged conductor in the intersection of Horsetooth and Mason. They requested CEI assistance in providing road plates, traffic control and patching to accomplish the work. Xcel Energy had multiple gas lines to relocate or protect during this pipe installation. Field memos supporting this change request are attached hereto. The following change request items are not approved. 1. Exposing and working around existing utilities. This, is the Contractor's responsibility to locate and coordinate as part of the construction delivery. The Contractor was made aware that the plans did not contain complete and accurate information related to existing utilities. This reference is made in items 8 and 9 on Sheet 4 of the General Notes. It is also contained in Section 01010 and 01800 of the General Requirements and Section 104 (104.02 d, 2). Through these references the Contractor is obligated to coordinate with all utilities during construction and base their production of work on this assumption. Therefore, lost production due to utility location efforts is not approved in this CCR. The work associated with this CCR that is approved is all costs associated with actual work surrounding Xcel Energy's gas line relocations and assistance with Light and Power relocation work beyond that called for in the contract. Those costs are summarized in the attached worksheet based upon the cost of work record and listed below. Both the Xcel Energy and Light and Power work is shown incorrectly on the design drawings. This contract change request includes costs to address work associated with each. CEI performed work on behalf of both agencies to expose, protect, backfill and restore areas identified on the plans as "work by others". Amount claimed in CCR 88 - $19,860.49 (time and material) Amount authorized - $13,613.20 (paid as time and material through a change order) Note: Other items shown on the cost of work record have been paid as unit prices through the base bid pay items. 1/41 Engineer Acceptance: AW J Contractor Acceptance: U U Page 1 of 1 Oaf 6f mtr- QeC4Dti( MAX BRT Contract Change Request Reconciliation CCR 88 - Extra work associated with storm line 84-1 Date: July 5, 2013 revised July 17, 2013 �111 r t -.Storm Line:P.r r r. Cost'of Work Re Labor/Equip Class Quantitv unit In;t fnet TI l Foreman 28.0 HR $55.00 $1,540.00 Labor 52.5 HR $40.00 $2,100.00 CAT 321 24.0 HR $165.00 $3,960.00 CAT 246 7.0 HR $65.00 $455.00 CAT 938G 19.0 HR $110.00 $2,090.00 Road Plates 2.4 DAY $103.00 $247.20 Rental Light Towers 1.6 DAY $95.00 $152.00 CAT 321 - stand by 0.0 HR $29.23 $0.00 CAT 938G - stand by 0.0 HR $14.72 $0.00 Saw cutting 7.0 HR $55.00 $385.00 Flow Fill 22.0 CY $122.00 $2,684.00 Total Cost CCR 88: $13,613.20 SArn*+wY MAX BRT Contract Change Request Reconciliation CCR 88 - Extra work associated with storm line 134-1 Date: July 5, 2013 revised July 17, 2013 Xa Costs Only Li;...-,<.e...�..-.e:.:x;:.�.+.•.:a�.w........-Ya�.w::usrar:a ,. .: , .:Storm Line Profile 84 1 . - ,� , .,r , - ,, .. a _. ,. Field Memop OescriptiOn la6nr/Enuin flacc n:,?nrrt� urn n..:r r...� t-!C-t 32868 Gas conflict 142' west of MHB4.1 A Foreman 1.5 HR $55.00 $82.50� Labor 3.0 HR $40.00 $120.00 CAT 321 - stand by 1.5 HR $29.23 $43.85 CAT 938G - stand by 2 HR $14.72 $22.08 $268.43 35742 Expose gas line 142' west of MHB7.4A Foreman 1.5 HR $55.00 2.5 0 3.0 . 20008 15 CALaTb3o2r 1 1.5 HR $165.00 50.00$4. 31638 Sawcutting for power and gas lowering Foreman 1.5 HR $55.00 $82.50 Labor 2.5 HR $40.00 $100.00 Sawcutting 2.5 HR $55.00 $137.50 Traffic Control 0.5 DAY $1,409.82 $704.91 $1,024.91 35741 Gas Service Lowering Asphalt removal 5.3 SY $4.80 $25.44 35739 Foreman 4.0 HR $55.00 $220.00 Labor 7.0 HR $40.00 $280.00 CAT 321 - stand by 7.0 HR $29.23 $204.61 CAT 246 - stand by 0.5 HR $7.74 $3.87 $733.92 31635 Gas Service Lowering Foreman 4.5 HR $55.00 $247.50 Labor 5.5 HR $40.00 $220.00 CAT 321 2.0 HR $165.00 $330.00 CAT 246 2.0 HR $65.00 $130.00 CAT 938G 2.5 HR $110.00 $275.00 Road Plates 4.0 DAY $103.00 $412.00 Rental Light Towers 3.0 DAY $95.00 $285.00 $1,899.50 Total Cost CCR 88: $5,105.67 COST OF THE WORE RECORD max fro De smepnsaam4 orern.a.t ae.>oa v�m4Mbow �y.�,uw mo.o mo.r> P.*I: Mm ORT ContracWr: CH Contractors ReP: M&e Frends COFC inspector: George Latour Description of Work LoweringofWatd XCELtines Record Number. Date: WM/12 to 11/14/12 Project Number: CMmer: COFC ROME= O�� ... OOP....,• 00��� moo........:"._':..... ©o��� moo ..:.......... ao��� Comments: Cby of Fort Collins Representative: ,v o.np.. m ue csnm ae° m d ay.rw m e. ua as. rrr em ..w r..vn.v M nb Mae o^% 1. RtlaineE#RezEv[Nspepu+c Wfice. 2. TO Rgxt NaaTrvAM afN'rreefbNe EaY. I To Cartre sRePesertaese MEMO 35628 # I #y JOB NAME: aftZ AV - ,-lteJa-/ gpg=WR JOB#: /,f. paq COST CODE: Toy, 6-a007, DATE: W--s/2E,i2 o"W.",,VC ISSUED TO: <�,y 0. Fr- CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: �tcA✓si ,P/.,ter/.it Far /S ` .xv .i ,�Is,zx SPECIFIC LOCATION OF WORK: �,,,� &V.1 -z` y, — NP � cGr "r--Rcn /S E,nrr 4dar- a /9'ite- £` ,-a,. ftx,rx i BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. �Z/.3yo2 /.2 -7.fbnv .s Lip T2c�ac. 31.s' 4 S = 15 ,, S 5`/ — sY Ifs) 7V -MCN) = 13 Y, CF L— TacJC4 14 x S = 7-7 — 2.22 sy (c>:i Tp-L�u.'q = r. Q, C� 1 1 fJCii �12e1� Anlii E"7a 1�P T32t n/C.� .�X-51) CONCRETE EXPRESS, INC. NAME: �tS.rtisz c.�da.C//IL''a;L ACCEPTED: NAME: TITLE: DATE: 7t sy MEMO 35624 0-f3 JOB 9: /.;Z- 061 COSTCODE: DATE: ii/tf�Zes2 o,��pi ISSUED TO: Cly� o,- .rr czar s�y CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: ��: 11MC--11511 ,eo ,,Y zb E,�rF EGEV.s:�t✓s �.n�on �s.�.�crac' cXNs! 3o�v or Poa.�ne- co..o. rt- .sex Zs' E✓st t✓nwi c� /&` - 7R ft har rxeily.�w�w SPECIFIC LOCATION OF WORK:. BREAK DOWN OF HOURS w,aZ_A,tJzS %-J - lokc-✓j p- PERM Md CONCRETE EXPRESS, INC. �/� ACCEPTED: NAME: �ysa7yggG —,t eF *-''- NAME: TITLE: yn� - jury TITLE: DATE: it s�,2 2 o•,Q�y(�r�fi.. DATE: A14rdU 31638 JOB NAME: I Ai/ or w .i razcraW JOB#: ZZ.oe9 COSTCODE: yam_ roce9 DATE: ii/s/2mi2 ar�r�msor CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 ISSUED TO: DESCRIPTION OF WORK PERFORMED: rs r C rye err or �sr� t ��Z � TlJZY .Arvslara- SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. r• d7 /. s� K / c7-3 Z5� aim / � arr z•� 3-� ,off CONCRETE EXPRESS, INC. ACCEPTED: NAME: NAME: TITLE:TITLE: DATE: J��S%?p/2,,.y n�-r DATE: Phase Code lob # 0033 Employee Hours Dal Vo. Hours Coval Gelatt Excavator 7133 2 998 7 Christian Romero Aka -Chewy 998 Ivan Ferro 998 7 Jesus Luevano 998 7 Arron Jones 998 7 E02111PHENT NO. START EiVB HRS COST CODE . DESCRIPTION OUAW12T 5-0co W.Ciew �Se4 I q- jg-� 6J xs r �62.,Ca'sin . w B 3�' ti; ,�n� •' d £r3` .r< ' .n,., x F5 6„ Truck 2106 Excavator 7133 �752� "It Sore Machine 36000 IIFINRPI3_ l WRITTEN REPORT: We started at 7 am by removing another powerpole & removed the Idst.of the concrete sidewalk. we were done'with that at about noon when we Ran into a section of brick wall that ivasM" wide 8" thick. We got through that by2 pm. We set our third Piece of casing& started to weld it in place. Oct Necessary Forms Comp Time Accident Report: N OXY % Confined Space Permit: N LEL % Trench Log. Y CO % Extra Work Order. N MS % Description of Extra Work: 35627 MEMO �3 JOB NAME: JOB #: COSTCODE: DATE:. I'.<:_r. ISSUED TO: ,f-- , CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE: 303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: r<, SPECIFIC LOCATION OF WORK: r. 2 rile-r - �11 r, — f BREAK DOWN OF.HOURS QTY LABOR EQUIPMENT, MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. Sf`iV.1 C� Fog L£ P Prr e �Er1 Cc.ra ��T 4t2 se-r 67,H :? q L r- C L)?- CONCRETE EXPRESS, INC. NAME: ,.ar <nr/ ii r. �i /TL� TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: MEMO 316 35 cc.� •'_o�u'Z S'COST CODE: ....DATE: ISSUED TO: cs-�.✓ a<- t c<.._cza, / x�F-- ,r .�-a,.-�� CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: C'GEllw/ laC� SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS �G�Z QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. / PP /LJ W'�� Z•S IL- / ✓..YK% lip 3 / .Z •�- OL OIL CONCRETE EXPRESS, INC. NAME: TITLE:., DATE: r//,t ea • n2-- , ACCEPTED: NAME: TITLE: DATE: MEMO JOB NAME: JOB #: /,Z. co? COST CODE: lee. F6J, DATE: 31636 C. L?- - Olv 3 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 ISSUED TO: Gam- 0Y t7. <_'3LGX'�J</.cTC�' wg. DESCRIPTION OF WORK PERFORMED: Sze✓n .aim UiS..f2'6 YSl'`� � � c•.P<sw.i i--w,�«--ti" <xmy r- L .,.r+7 .g.r ar ts.� r! �.✓.ez-t SPECIFIC LOCATION OF WORK: orc BREAK DOWN OF HOURS 1r� CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. r 6� 6-i�o I2, � o .nisi 7 CONCRETE EXPRESS, INC. �y// NAME: t'�r.;',rr'_ L',P.i✓." �'l- TITLE : L"a'11t,✓i:/- c,,-1�;-.� DATE: ACCEPTED: NAME: TITLE: DATE: MEMO JOB NAME: cL'y/ 0 JOB#: COST CODE: 7Ca Feed DATE: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 ISSUED TO: c7ry c- ,�- >ic/<-•r•�„� z ,m- o.�.w� 31632 Cc�—o�\ SPECIFIC LOCATION OF WORK: -•sf=< or cra �rz�r ram✓ sse.- ' 1 BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH :TOTAL HOURS TOTAL O.T. / s /.s, c/L n • 3/..�O�- �% � f[.eri�tztL CONCRETE EXPRESS, INC. NAME: TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: MEMO 3163 �v JOB NAME: a / p W: 'j f�/. JOB #: /?-Orin COST CODE: moo- roespr DATE: >i e- z- 2 ISSUED TO: c,,-y oc .r. c'�srt.>:. / rake- w CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: �+ ,�,�go� itcnevw> <-c.�e 11t Go,✓ i.s SPECIFIC LOCATION OF WORK: sr c i iv 6 1-/ -,a .1. � BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. CONCRETE EXPRESS, INC. NAME: x.nFi '; x TITLE: <ztrwvt./-iiaryrv' DATE: ACCEPTED: NAME: TITLE: DATE: MEMO JOB NAME:/i2p e t• a, ; t-�l� m n JOB#: /�•nn4 COST CODE: DATE: ISSUED TO: 31631 c.c-'ti- o'z�l CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: dsPcta�— ire . nip rent �< SPECIFIC LOCATION OF WORK: s� Pic < cty i it BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. ol� AM D a7 9 ' S� CONCRETE EXPRESS, INC. NAME: TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: ALW11•1 31637 JOB NAME: JOB #: COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED:-,,,,-,,, Q- -✓T7^UC7L�9') /.-r TB /ILc2 CE ,-PE72r /' /� Cn' SSfW' A' SHvai / S..J I-G L t ZW Vw//' SPECIFIC LOCATION OF WORK: i� pma eo i / rEn BREAK DOWN OF HOURS CONCRETE EXPRESS, INC. ACCEPTED: lv- NAME e NAME: TITLE: DATE: TITLE: DATE: TOTAL 'R+ram MEMO JOB NAME: x/.3.P•" �zPseuJ c4r--,-d? JOB #: oe COST CODE: 70g_ G,?Lz4 DATE: rr/7/i i2 ucr rcrr ISSUED TO: e�tr,y 0, <r CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303562-2000 FAX: 303-8! DESCRIPTION OF WORK PERFORMED:, ¢-Gr?� � /+20'L s GrznNlwh/ 9 J S4saii,! SPECIFIC LOCATION OF WORK: �.H r r� TN-/ e"e LA rs or ,s� UcsT BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. / .S.lu u✓c!I Lrr3 !i L Sr CONCRETE EXPRESS, INC. TITLE: F'cocre.J - v.-.•ram^ DATE: ACCEPTED: NAME: TITLE: DATE: MEMO JOB NAME: JOB #: /z- o©q COST CODE: DATE: ��/7/ 2ri2 izrsn.,ccrr ISSUEDTO: C,,y � xf+ xw�.•�•y'tF+�u. CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: e'l s'rrr�L ens r,.rsi . .eruw .cyec ffn;r �xrn,..+rec✓ SPECIFIC LOCATION OF WORK: �o,,..(� �.� �,el- j Jell Or /' Xe.✓ ter' /'- L/- C'n wZn BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. o nr Le S �S �'iGy-.0 LI r/O' .4L d QI 8 3 2c% force -I rn�ca CONCRETE EXPRESS, INC. ACCEPTED: NAME: ' 'eye4m NAME: TITLE: ,e-r,�,-ied-rmr><,' TITLE: DATE: DATE: MEMO JOB NAME: .7ex//_'✓`r �±es3.i c'es•^�.r_rn.F JOB#: /�.�pory COST CODE: DATE: ISSUED TO: wry 32796 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED c:d .PG/ayiZ. FCA.✓ r SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. N Jdo tj ilewN- CONCRETE EXPRESS, INC. ACCEPTED: NAME: .e?�lHCc�G .6'i"d+,•eh ;�t£y�( NAME: TITLE: ,r,.,efyJ�_�,r�,�•-� TITLE: DATE: /i/9��ZA� o -rayT' DATE: Phase Code lob # 0033 Employee Hours Dal Vo. Hours 16 01' Cava] Gelatt Excavator 1 133 998 2 99B h-;, b6" Ferro 998 2 Jesus Luevano 998 2 Arron Jones 998 2 EQUIPMENT NO. START EAIB HBS OOST—COBE —BESVBL�PTIOA —QUANTITY Excavator 7133 Bore Machine 36000 VWU R WRITTEN REPORT: We started to tunnel while Chewy finished welded on the casing. It was going great! We had 5'in by 11orn, at 11:12 am we hit another power —F01e. We shut down & notified Mike.with CEI & Ray, the inspector. They come out to take a look& photos. We had not received anything in Writing for the change of conditions due to debris in our tunnel. We were instructed to shutdown for the weekend until next week when this Could be worked out. Necessary Forms Completed: Accident Report: N Confined Space Permit. N Trench Log. Y Extra Work Order. N Description of Extra Work: to the debris in hry Time OXY % LEL % CO % H2S % or"Ic MEMO 32807 JOB NAME: �,�/�az• s,OjW JOB #: COST CODE: 7ae•�eai� DATE: /i/S/?aG2 oueY...casur ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303.893-1949 DESCRIPTION OF WORK PERFORMED: B6YoifOL O[A.✓f SPECIFIC LOCATION OF WORK: B,1 , r may_✓ M«� ayZA BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. o /i2 THsc o IIJcr� nlTPt m ( iae rJST%L�A77c1J 6� CONCRETE EXPRESS, INC. NAME: ��CL ov�.ri✓ AroeoL TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: CE1: 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 060 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Asphlat removal for gas lowering LOCATION: Storm line 134-1, EB lanes of Horsetooth MEMO NO.: 31638 MEMO DATE: 11/6/2012 COST CODE: 700-60010 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL 12' thick asphalt mat 5 SV $ 4.80 $ 24.00 TOTAL YConcrete Express, Inc., requests 2 days for the above contract modifications( These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager 24.00 cEl l 1110 11/08/12 Erika Keeton Special.Projects Engineer City.of Ft: Collins 281 N. Col{ege Avenue Fort C011lns, Ci) 80522-0580 CCR NUMBER: ' 061 CEI PROJECT#: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF. CCR: Help crew from Ft. Collins light and power remove asphalt and spoils from conduit repair excavation, flow fill and plate excavation. LOCATION: Intersection of EB Horsetooth and SB Mason MEMO NO.: 31632 MEMO DATE: 11/6/2012 COST CODE: 700-60011 ..:DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL UL-51 1.5 HR $ 65.00 $ 97.50 WL-33* 1.5 HR $ 110.00 $ 165.00 Flowfill CY $ 122.00 $ 488.00 .. _ TOTAL �`yF,� $ 750.50 Concrete Express, Inc., requests 2 days for the above contract modifications. W^ .These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager FZ. s -ems 11/0.8/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N.-College,Avenue Fort Collins; CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT'NUMBER: CONTRACT DATE: CONTRACT NAME: 062 12.009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Expose 4" steel gas main for lowering, dig trench for lowering, reset and anchor steel plates, clean up LOCATION: Storm line 134-1, EB lanes of Horsetooth MEMO NO.: 31635 MEMO DATE: 11/6/2012 COST CODE: 700-60012 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL UL-51 2 HR $ 65.00 $ 130.00 WL-33 2.5 HR $ 110.00 $ 275.00 EX-33 2 HR $ 165.00 $ 330.00 Foreman 4.5 HR $ 55.00 $ 247.50 Lebor.(2)., - 5.5 HR $ 40.00 $ 220.00 5x10 Road Plates 4 DAY $ 14.75 $ 59.00 Rental Light Tower. 3 DAY I $ 95.00 $ 285.00 TOTAL �( Concrete Express, Inc,, requests 2 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager 1,546.50 11/08/12 Erika Keeton Special Projects Engineer City of F4. Collins 281 N. College Avenue Fort Collins; CO 80522-0580 CCR NUMBER: CEI PROJECT#: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 063 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Remove steel plates covering power lowering trench. Standby while light and power crew completed work to lower power line, flow fill trench, cold patch trench. LOCATION: Storm line 134-1, EB lanes of Horsetooth MEMO NO.: 31636 MEMO DATE: 11/6/2012 COST CODE: 700-60013 DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL WL-33 6.5 HR $ 110.00 $ 715.00 EX-33 - 6.5 HR $ 165.00 $ 1,072.50 Foreman 6.5 HR $ 55.00 $ 357.50 Labor(2) 13 HR $ 40.00 $ 520.00 Flow.fill.' - 16 CY $ 122.00 $ 1,952.00 TOTAL Concrete Express, Inc., requests 2 days for the above contract modifications. 3� These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager 4,617.00 11/08/12 Erika Keeton' Special Projects Engineer City of Ft. Collins 281 'N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 064 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Stand by for city direction for recutting/widening of original 18' RCP pipe trench cut, no additional cutting needed, will mill and overlay in spring. Standby time 7pm-10pm and 1 hr drive time. LOCATION: Storm line 64-1, EB lanes of Horsetooth W of Mason MEMO NO.: 35592 MEMO DATE: 11/6/2012 COST CODE: 700-60014 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Labor(1) 4 HR $ 40.00 $ 160.00 TOTAL fConcrete Express, Inc., requests 2 days for the above contract modifications. 4-- These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager 160.00 CE1:. 11/08112 . Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 065 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Stand by while Xcel Energy crews lowerA" steel gas main, flow fill and plate excavation. LOCATION: Storm line 84-1, EB lanes of Horsetooth W of Mason at 18" RCP crossing of 4" gas main. MEMO NO.: 35591 - MEMODATE: 11/6/2012 - COST CODE: 700-60015 DESCRIPTION QTY UNIT UNIT PRICE,. J._•OT TOTAL Labor(2) 17 HR $ :40.00. . - $ 680.00 Foreman 9.5 HR . $ '-" 55.00- =; '. $ 522.50 EX-33 7.5 HR $ 165.00 $ 1,237.50 WL-33 2.5 HR $ ' 110.00 [ $ 275.00 UL-59 1 HR $ 165:004 $ 65.00 Flow fill 10 CY $ .12200 - $ 1,220.00 8x10 Trench Box 1 DAY' `''+°- "- Rental Ilghi tower 3 DAY $ :,"9mb, ;. $ - 285.00 5x10 Road Plates 5 DAY $ �14.75 $ 73.75 TOTAL $ 4,358.75 $oncrete Express, Inc., requests 2 days for the above contract modifications:. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change: If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager "rUt59.;KINd IUN ya , LOCATION" . MEMO NO.: MEMO ,DATE: COST:CODE: Enginee�,�' • Avenue•: 80522=0580 A 066 qi 12.009 IMBER: 7332 ME: Mason Corridor BRT )F CCR: 'Asphalt removal for 18" RCP trench - not shown on removal plans. Storm line B4-1, from gas main lowering in EB Horsetooth to manhole B4.1A. 32796 11/6/2012 700-60016 DESCRIPTION QTY UNIT UNIT PRICE OT I TOTAL 17'thick asphalt mat 5 SY $ 4.50 $ 24.00 TOTAL $ 24.00 oncrete Express, lnc., requests 2 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager 11129/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 088 REV Includes CCRS 88.F8,59,ri0,1i7,62,F&.64.58 56,72 12.009 7332 Mason Corridor BRT DESCRIPTION OF CCR: All extras on Line 134-1, including but not limited to additional saw cutting, potholing and exposing existing utilities also includes downtime for resolution of utility conflicts. LOCATION: Storm Line 134-1 MEMO NO.: 32868; 35741.35739; 35742; 31638; 31631; 31632; 31635: 31636; 35592; 35624 35627, 35628 MEMO DATE: 11/5/12; 1116/12; 11/8/2012; 11112/12; 11113/12 COST CODE: DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foremen(1) 32.5 $ 55.D0 HR $ 1,787.50 Labor 58 S 40.00 HR $ 2,320.00 CAT 321CLCR (05): EX-M 18.5 $ 165.00 HR $ 3.052.50 CAT 315: EX-37 7 $ 165.00 HR f 1.155.00 CAT 938G (03): W L-33 23 f 110.00 HR f 2,530.00 CAT 246A: UL-51 5.5 $ 65.00 HR $ 357.50 CAT 2468: UL-59 4 $ 65.00 HR f 260.00 Sew Cutter 7.5 f 55.00 HR $ 412.50 Traffic CmW (Day) 3.19 It 1,409.82 Day S 4,497.33 Removal of 12' Aephah 31.6 f 9.60 SY S 303.3fi Fb"l 20 $ 88.74 CY f 1,T74.B0 Road Plates 10 f 103.00 DAY f 1,030.00 Light Tower 4 $ 95.00 DAY S 380.00 TOTAL f Concrete Express, Inc., requests 4 days for the above contract modifications. These are all of the visible effects of the above change we see at this time: We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 19,860.49 a a 11/29/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 088 CEI PROJECT M 12-009 CONTRACT NUMBER: 7332 U-P'5 . CONTRACT DATE: gtnt.y CONTRACT NAME: Mason Corridor BRT5~"� DESCRIPTION OF CCR: Lost Time/Production due to 18" RCP storm conflict with gas service, top gas service as built 5031.52 �\\\ . eX 'E\ Oi5 1\Z' k LOCATION: Storm Line 64.1, 142' upstream of MHB4.1A MEMO NO.: 32868 ,�. Lr g !AK$ MEMO DATE: 11/8/2012 l'' COST CODE: 700-60018 / t(S DESCRIPTION Foreman (1) Labor (2) CAT 321CLCR (05): EX-33 CAT 938G (03): W L-33 CITY 1.5 3 1.5 1.5 UNIT HR HR HR HR UNIT PRICE $ 55.00 $ 40.00 $ 165.00 $ 110.00 OT TOTAL $ 82.50 $ 120.00 $ 247.50 $ 165.00 TOTAL $ Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Di kin Project I Project Mar)ager ' T Q e ) U-'-Ve 'Tl-h S W ft-c' Rfta-- OF— r "12 CC 's 1 2cv(C' i5v, VLC-Vi00Sq CnM�i� Lt (K i, V �f CcfL (5� 1 iTf R'viE1,AJ Phase Code lob # 0033 Date: 06-1 i 8-13 Empl oyee Hours Equipme:nt No. Hours 'R Coval Gelatt Excavator 7133 3 998 2 Christiah Romero Aka -Chewy Bore Machine - 36000 3 998 2 4"A 01, Ivan �Fer,. 998 0 Jesus Lueva no 998 2 Aaronlones 998 EOLYPNEW NO. START END HRS COSTCOVE BESMPTIOW OUANTIIY 4trU> w TIFT Rental Air Compressor 8 Truck 2106 Excavator 7133 7 Bore Machine 36000 WRITTEN REPORT: We removed the fourth power pole out of our w6y. It took 2 hours to get it removed. We continued to tunnel until we had to set the nextjoint Which i§40'. We got it tacked in place& oboutX welded. oftit OrZotxitolcLag _foq Necessary Forms Completed. Time AccidentReport. N Oxy % Confined Space Permit. N LEL % Trench Log. y CO % Extra Work Order. N H2S % r1 JOB NAME: dAX/nar .sera✓co4coW JOB #: COST CODE: 7'ee,twi9 DATE: ISSUED TO: MEMO `��F£ CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303Z62-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: Lesr ca.. Zxs r urny Ce cm SPECIFIC LOCATION OF WORK: Dy iq BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. 37 vtoreR G •33 . S . S EEL CONCRETE EXPRESS, INC. ACCEPTED: NAME. lo!�EL NAME: TITLE: F-z„pF.ve„�_�n-may TITLE: DATE: �i/xfj�pz a,� „per DATE. 11/13/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 068 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Expose gas service for xcel to get dimensions for lowering. LOCATION: Storm line 64-1, service to Bowling Alley, 142' upstream of MHB4.1 A. MEMO NO.: 35742 MEMO DATE: 11/12/2012 COST CODE: 700-60019 DESCRIPTION CITY UNIT UNIT PRICE I OT I TOTAL Foreman(1). 1.5 HR $ 55.00 1 1 $ 82.50 CAT 321 CLCR EX-33 1.5 HR $ 165.00 _$. 247.50 Labor(2). 3 HR $ 40.00 1 1 $ 120.00 TOTAL $ Concrete Express, Inc., requests 2 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 450.00 6�' 01^ MEMO « f4 2 _o�c JOB NAME: rn.�cir, r°n_i._✓ rrn,�—� JOB 4: 4� -.leg e COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: SPECIFIC LOCATION OF WORK: gym,,. ey �,. .,� �ya BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. is ice/ LA3 / 7� 3 CONCRETE EXPRESS, INC. NAME: ACCEPTED: NAME: TITLE F�^c.:�.a. i - .; re> TITLE: DATE: f�l..^ DATE: C GD 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 060 CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF CCR: Asphlat removal for gas lowering LOCATION: Storm line B4-1, EB lanes of Horsetooth MEMO NO.: 3163$ MEMO DATE: 11/6/2012 COST CODE: 700-60010 �u c e\5A DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL 12' removal of asphalt mat 5 SY $ 7.97 $ 39.85 Traffic Control 0.5 Days $ 1,409.82 $ 704.91 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. $ 744.76 These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. LJ \'J MEMO �.3.1. �c �L - o�Q�s' JOB NAME: JOB #: COST CODE:- F�PiP DATE: ISSUED TO: ct;,,y nc ,�2- �.• r� ycE.r ra/rnFs, CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303.893-1949 DESCRIPTION OF WORK PERFORMED: eKneor iaF ev �rnr s ,T SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. CONCRETE EXPRESS, INC. ACCEPTED: NAME: �.r1'a5n •-rvr/r' NAME: TITLE: �zz� TITLE: DATE:/�/-n�.� �,T� - DATE: 11 /08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI.PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT'NAME: 059 12.009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Saw cut for power and gas lowering 12" thick asphalt LOCATION: Storm line B4-1, EB lanes of Horselooth MEMO NO.: 31638 MEMO DATE: 11/5/2012 COST CODE: 700-60009 DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Foreman 1.5 HR $ 55.00 $ 32.50 Labor (1) 2.5 .- HR $ 40.00 $ 100.00 Saw Cutter 2.5 HR $ 55.d0 $ 137.50 Traffic Control 0.5 DAY $ 1,409.82 $ 704.91 IUTAL $ 1,024.91 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. MEMO 4 6 3 L -' F7L�: •: o JOB #: /1 as 9 COST CODE: %o- r'oea9 DATE: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: fs, r C Ao ter? r SPECIFIC LOCATION OF WORK: �e L ter_ nq i it BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. / Cr• 3 Z. � �. � 5-1 CONCRETE EXPRESS, INC. NAME: ' rC44&7- TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: 11/19/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 072 12-009 7332 Mason Corridor BRT U—% ' 1 DESCRIPTION OF CCR: 1. Asphalt removal for gas service lowering. 2. Excavate and stand by for excel gas crews to lower 1 1/2" steel gas service for 18" RCP storm crossing - gas service shown on plans at wrong location and wrong elevation LOCATION, 1.Gas service to bowling alley, storm line B4.1, 142' East of MH64.1A 2. Storm line B4-1, 142' upstream of manhole B4.1A, gas service to bowling alley. MEMO NO.: 35741, 35739 MEMO DATE: 11/1312012 COST CODE: 700-60020 . 700-60021 DESCRIPTION CITY UNIT UNIT PRICE 07 TOTAL Removal of 12- asphalt mat 5.3 Sy $ 9.60 $ 50.88 Foreman 4 HR $ 55.00 $ - 220.00 CAT 315 EX 37 7 HR $ 165.00 S 1,155oo CAT 246 UL 51 2 HR $ 65.00 $ 130.00 Lab0r(2) 7 HR $ 4.00 $ 280,00 TOTAL $ Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 1 1,835.88 dr C6r. 0� s5l MEMO E JOB NAME: JOB COST CODE: 7e-e GeP�i•- DATE: ISSUED TO: czy �,y r.� 7 /�,, CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562.2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: SPECIFIC LOCATION OF WORK: r,.as s�n� 6 r- ne -�� �• • v n , >y BREAK DOWN OF HOURS . CITY LABOR EQUIPMENT . MATERIALS I HOURS EACH TOTAL HOURS TOTAL O.T. r�- CONCRETE EXPRESS, INC. ACCEPTED: NAME: ± 41r NAME: TITLE: F.+n.E _ _ _y TITLE: DATE: ii1i21ynv2 DATE: MEMO El JOB NAME: JOB #: COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED:,/ 37FEL Gnc rcn,.v./ 6 /& ` /PCP Srsrf.c /p ! .� s .✓ a.✓ ✓S AT G✓cay.: Lect�n.i i- tiI' / N�1 SPECIFIC LOCATION OF WORK: SAS 4sJP�ce— rn /.+ia..n r✓/ A/i.-� BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. roiec�.v, ^ —, 3-7 i LAtJ z z alft CONCRETE EXPRESS, INC. ACCEPTED: NAME: nmyy.+ Fnririi' ^i i NAME: TITLE: ��� _ . �..� , TITLE: DATE: G/z) /pelz DATE: Pending Issues Log SCC Change Order Summary SCC J 10.02 $1303 0 $1 32 $1$000 $7 $$ 003 $0.00 $0.00 $0.00 $0.00 $0.00 $45,803.75 $00016 $0.00 $000 $0.00 $0..0062 $0.00 $00061) 10.04 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 10.08 $0.00 $0.00 $0.00 $0.00 $0.00 $234,929.18 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,792.38 20.01 $0.00 $0.00 $0.00 $0.00 $0.00 ($4,611.00) $0.00 $0.00 $0.00 $55.287.42 $25,570.05 $0.00 $27,352.84 ($153,068.29) 40.01 $0.00 $0.00 $0.00 $0.00 $0.00 ($17,592.00) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $11,525.00 $2,808.00 40.02 ($883.00) $0.00 $19,812.00 $0.00 $0.00 $0.00 $21,462.80 $0.00 $191,527.85 $0.00 $0.00 $0.00 $63,560.54 $58.493.93 40.03 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 40.05 $0.00 $0.00 $0.00 Moo $0.00 $0.00 $23.352.00 $0.00 $0.00 $0.00 $0.00 $6.226.63 $1,573.62 40.06 $0.00 $71.910.39 $0.00 Moo $0.00 $0.00 $0.00 $1,875.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,257.85 40.07 $0.00 $0.00 $31.225.68 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $180,441.65 $0.00 40.08 $201,815.88 $0.00 $0.00 $0.00 $0.00 ($163,418.31) $0.00 $0.00 ($135,869.75) $0.00 $0.00 $0.00 $0.00 $0.00 50.02 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $21,826.35 $0.00 $0.00 $0.00 50.05 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,354.88 $0.00 $8,709.75 $0.00 $51.213.91 $71.910.39 $51,037.68 Woo $0.00 $95,111.62 $38,343.96 $42,081.32 $55,658.10 $55,287.42 $51,751.28 $76,891.62 $297.816.41 $23,588.95 City Light and Power 52,167.09 Total CO 14 $75,756.04 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/rTiaxconstruction Delivery by hand August 28, 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 Independent Cost Analysis — CEI CCR No. 207 Wall 1 B Modifications — WCD No. 077 Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 77 to address design changes to the contract for adjustment of final top of wall grade for Wall 1 B. The grades shown on the contract plans were incorrect and did not match final bridge grade at the tie-in point between approach slab and bridge. The discrepancy was discovered after the wall was constructed to the grades shown per plan, resulting in the addition of steel reinforcement and additional concrete placement. Attached, please find the proposed Contract Change Request #207 for the work from CEI. In reviewing this request, items included in the WCD were reviewed and compared against RFI 47(attached). Additive differences between the original design and this RFI response were computed to estimate the cost of this change. This cost estimate is attached. The estimated cost for the wall modifications is $1,463.37. I find CEI's Contract Change Request #207 in the amount of $1,573.62 to be reasonable for the required increase in scope. As such, I recommend approval for this additional cost to the contract. Keith Meyer, E Construction Project Manager CH2M HILL Team 970-988-8605 keith. meyer(dd itescoservices.com Cc: job file 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, Co 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 062 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Expose 4" steel gas main for lowering, dig trench for lowering, reset and anchor steel plates, clean up LOCATION: Storm line 134-1, EB lanes of Horsetooth MEMO NO.: 31635 MEMO DATE: 11/6/2012 COST CODE: 700-60012 DESCRIPTION CITY UNIT UNIT PRICE OT CAT 246A UL-51 2 TOTAL CAT 938G WL-33 2.5 HR $ .00 $ 130.00 CAT 321 CLCR EX-33 2 HR $ 110.00 $ _ 275.00 -oreman 4.5 HR HR $ 65 165.00 $ 330.00 _abor(2) 5.5 HR $ 55.00 $ 247.50 Road Plates 4 $ 40.00 $ 220.00 Rental Light Tower 3 DAY 412.00 DAY $ 95.00 $ 285.00 TOTAL $ 1,899.50 Concrete Express, Inc., requests 1 day for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feet free to contact me at 303.562.2000. Sincerely, Ryan ickinson Projeo( A,anager MEMO 16 'j S Ank qp JOB NAME: JOB#: COST CODE: 7f,6_Fa�i2 DATE: 11 ISSUED TO: �3 y �� c✓t/ x� �,» CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: EYlbs _ c/ - Co fid/.� /.a: _ivrsi.,/ .PCS�T f i&/CNo-f YTX6�' �Y._ 4 C EG✓ !4� SPECIFIC LOCATION OF WORK: -/ , �, BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. s 6PE/t+T le�ke.3 a °e-S �.j � hurry/! Gt •S � SptJ•^ � � lS6/ TB IP CONCRETE EXPRESS, INC. NAME: ./.�".-�ri//FL F�'E✓C TITLE DATE: ACCEPTED: NAME: TITLE: DATE 0) 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 061 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Help crew from Ft. Collins light and power remove asphalt and spoils from i k' conduit repair excavation, flow fill and plate excavation. °v LOCATION: Intersection of EB Horsetooth and SB Mason MEMO NO.: _ 31632 `^ v MEMO DATE: 11/6/2012 Y COST CODE: 700-60011 DESCRIPTIONI Y UNIT UNIT PRICE OT TOTAL CAT 246A UL-51 HR $ 65.00 $ 97.50 CAT 938G WL-33 HR $ 110.00 $ 165.00 Flow Fill.' CY $ 88.74 $ '354.96 Traffic Control 9 DAY $ 1,409.82 $ 267 87 Foreman HR $ 55,00 $ 82.50 TOTAL $ 967.83 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 3 to[ Sincerel , 5 r j Ryan ckin onAW"5Ce Project 1a ger �7 MEMO 3'632 JOB NAME: ,,,�,/i+o; ..ar,.r✓ in.2 JOB #: /ae' on9 COST CODE: 7nA . coPi� DATE: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562.2000 FAX:303-893-1949 ISSUED TO: ctry DESCRIPTION OF WORK PERFORMED: i�o i>Pf ✓ wa a -r c' r r psi a ov e✓ �fpi4:/k'7 .- s.�cr.�s cacvr r' - ,n � ,e-,.r- ✓ �.�+.✓ �� OL ,ES2-.+r/.i7'ccel SPECIFIC LOCATION OF WORK: ,,,1,.. �„i o rwl r� BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS TOTALHOURS TOTALO.T. /S 7HOURSEACH y� CONCRETE EXPRESS, INC. NAME: lsr�,�:<r._ 6ilNE�elf TITLE. DATE: ACCEPTED: NAME: TITLE: DATE 0 W 2 777 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 063 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Remove steel plates covering power lowering trench. Stand by while light and power crew completed work to lower power line, Flow fill trench, cold patch trench. LOCATION: . Storm line 64-1, EB lanes of Horsetooth MEMO NO.; 31636 MEMO DATE: 11/6/2012 COST CODE: 700-60013 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL CAT 938G WL-33 6.5 HR $ $ CAT 321CLCR EX-33 6.5 HR .110.00 $ 715.00 Foreman 165.00 $ 1,072.50 6.5 HR $ 55.00 $ 357.50 Labor (2) 13" HR $ 40.00 $ 520.00 Traffic Control 1 Day $ 1,409.82 $ 1,409.82 Flow fill 16 CY $ 88.74 $ 1,419.84 LL —lq Concrete Express, Inc., requests 0 days for the above contract modifications. $ 5,494.66 These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, t Ry is nson Proj IMInager 11 E MEMO JOB NAME: JOB #: COST CODE: %e, -ee i DATE: 44�l�e2 rr trca'c'*✓ CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303-893-1949 ISSUED TO: ��, of eee�r✓ s / Fr ce �cf s P�� i DESCRIPTION OF WORK PERFORMED: � /N.✓/% �Y U�fGT6 YJIti c FEa.-�iJ C.PF�✓ r .�-/J cieltmr Gcf .2waY! 4L L�ioa/ Fes! T.Od✓G w. lnsn P.Oiraf 7/7K✓LR7 SPECIFIC LOCATION OF WORK:1y BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. 67 c s e eno t✓L J l75� 6-�✓ 6-3� C -Y� CONCRETE EXPRESS, INC. NAME: TITLE: DATE: ACCEPTED: NAME TITLE: DATE H ~ Y �Lb 4t. ?'..�'�`tt �fi ��s'YFr+� 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT M CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 064 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Standby for city direction for reculting/widening of original 18' RCP pipe trench cut, no additional cutting needed, will mill and overlay in spring. Standby time 7pm-10pm and 1 hr drive time. LOCATION: Storm line B4-1, EB lanes of Horsetooth W of Mason S MEMO NO.: 35592 S MEMO DATE: 11/6/2012 / COST CODE: 700-60014D/ DESCRIPTION CITY UNIT UNIT PRICE I OT TOTAL L7abor(1) .4 HR $ 40.00 1 1 $ 160. 00 Saw Cutter -' - 4 HR $ 55.001 Is 220.00 $ TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. $ 380.00 These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 5 ?f'N 110�v A a(� ItIt11(? MEMO JOB NAME: C,/r/6,P' �7iiSa✓ Ce/�./h'o� JOB #: /1j. poi COST CODE: DATE: /f7/1.�i2 (srxx'.wc:T ISSUED TO: 35592 c- c.- Z CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX: 303-893-1949 DESCRIPTION OF WORK PERFORMED: srA..n /+✓ !e`a' rsr5• nrrr-rs�;w Fore ,n`� /�.e� Q.0 SPECIFIC LOCATION OF WORK: �� r r ry-/ t-e G.✓ vs 0c free— ,- BREAK DOWN OF HOURS CONCRETE EXPRESS, INC. NAME: i.""rc YiFL TITLE: F^o;�i;n,✓ _ v-wz�n,. DATE: HOURS ACCEPTED: NAME: TITLE: DATE: 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 056 CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF CCR: 1. Saw cut for electric repair, 12" asphalt thickness 26 LF 2. Asphalt removal for 18" RCP and power line lowering LOCATION: 1. Intersection of EB Horsetooth and SB Mason 2. Line 134-1 tie in mahole to H.P. gas crossing for 18" RCP 15' East and West of 18" RCP centerline for power lowering MEMO NO.: 35627, 35628 MEMO DATE: 11/5/2012 COST CODE: 700-60006 , 700-60007 DESCRIPTION Foreman Labor (3), Saw Foreman 12" thick asphalt removal CITY j. 1 - 7 , 21,3.-. UNIT HR HR HR SY UNIT PRICE., $—:55.00 $ 40.00 $ . 55.00 $ g g0 . r OT TOTAL $ 55.00 $ 40.00 $ 55.00 $ 204 48 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all'of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 354.48 L` Cp D .J °V/11 2 MEMO 35627 C-c,'Z_ o� r'= .: ems;. �• .d JOB#: ilrir.� COST CODE:t- DATE: /�/f/1oi? ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: SPECIFIC LOCATION OF WORK:.�TE�,,� BREAK DOWN OF HOURS QTY - LABOR EQUIPMENT I MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. s 1' u / CONCRETE EXPRESS, INC. NAME: ���.cle�/ r%Fi N f✓ TITLE: �z-o�_ ,i.' DATE: ACCEPTED: NAME: TITLE: DATE: Change Management Checklist Compliance • Category Reviewed Reviewed for compliance with Part of the build alternative; inside Environmental Assessment 8/28/13 area of influence, part of SCC KM 40.05 Reviewed for construction/safety impacts 8/28/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 8/28113 As attached to this memo KM Reviewed for PCGA grant compliance 8128/13 Part of Build Alternative KM scope is included in SCC 40.05 Construction inside City Reviewed for real estate impacts/needs 8/28/13 easements for guideway KM construction Reviewed for compliance with design criteria/ADA htto:/Mw .access-board.00v/ada-aba/ada- 8/28/13 n/a KM standards-dot.cfm MEMO vvV L l} �- 11 JOB NAME JOB #: COST CODE: _2� • 6Bae7 DATE: ISSUED TO: �.,y o, �. r,er, CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX: 303-893-1949 DESCRIPTION OF WORK PERFORMED: wr�yysi .O��nriir far i �.p .4�.rt SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS S+ CANA ONCRETE EXPRESS, INC. ACCEPTED: Mw NAME: R, Ar Cc -v t NAME: TITLE: F�- en=.� TITLE: DATE: DATE: !Vy Iitlllllilllllllllll111111'II1TIlliIIInI I❑IIIIIIiIIIiiIIIIIIIIIIII Inninerr1it111e111t1liii 11/08/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 058 {�p� 7332 �S j Mason Corridor BRT DESCRIPTION OF CCR: Expose existing utility crossings to verify eleva ' �and5rconflict Expose 30LF of power conduits for lowerin 15' f 18" st centerline, plate excavation and cleanup. orm LOCATION: Storm line 64-1 from lie in manhole, south across East bound lanes of Horsetooth. MEMO NO.: 35624 MEMO DATE: 11/5/2012 COST CODE: 700-60008 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 10.5 HR $ 65.00 $ 577.50 Labor(2) 19 HR $ 40.00 $ 760.00 CAT 93BG (WL-33) 9.5 HR $ 110.00 $ 1,045.00 CAT 246E (UL-59) 4 HR $ 65.00 $ 260.00 CAT 321CLCR(EX-33) 7 HR $ 165.00 $ 1,155.00 Rental Light Tower 3 DAY $ 95.00 $ 285.00 Road Plates 6 DAY $ 103.00 $ 618.00 Tratfc Control 1 AY D $ 1,409.82 $ 1,409.82 TOTAL $ 6,110.32 any�'P'1 Concrete Express, Inc., requests 1 day for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. ro& h� MEMO JOB a: _ /a• oel3 q COST CODE: 7oB-.c-o o ti8 DATE: i//f/�Zei2 oc�G .. cvi ISSUED TO: o,.- ,,7- cQ„.r r 35624. CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: EZE7/dT�+G%s .e.. �/on c ^rcc- tcXfVSr 3OL o GSsr� C—_ st .�aa� .r /s E✓st u�i ar /& ` szarr L Fihar �'ciJy✓cab./ �.C✓ SPECIFIC LOCATION OF WORK: EwtT Kwu.�n ii-,cc a H®C ln�o.zr BREAK DOWN OF HOURS aFORM CONCRETE EXPRESSAM , INC.WQ {' /// NAME: �1T ' Z FR6✓f!� ;k TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: may: Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-06-13 Contract Change Description: Extra work associated with E1-1, E2-1 and E3-1 pipe installation Contract Change Number: CCR 123 Date Received: 02-18-13 Date(s) Work Performed: February 2013 Plan Location(s): Storm Profiles E1-1, E2-1 and E3-1 Description of Review: CEI quantified extra work associated with installation of storm line E1-1, E2-1 and E3-1 in utility easements near BRT Guideway Stations 138+00, 150+00 and 161+00. This request is varied in nature and includes time to work around existing utilities, trash in the pipe trench, restaking and removal of asphalt, etc. Field memos supporting this change request are attached hereto. The following change request items evaluated and approved or rejected as follows. 1. Exposing and working around existing utilities and irrigation. This is the Contractor's responsibility to locate and coordinate as part of the construction delivery. The Contractor was made aware that the plans did not contain complete and accurate information related to existing utilities. This reference is made in items 8 and 9 on Sheet 4 of the General Notes. It is also contained in Section 01010 and 01800 of the General Requirements. Through these references the Contractor is obligated to coordinate with all utilities during construction and base their production of work on this assumption. Utilities not shown on the plans and/or not located in the field are unforeseen conditions and time to work around these will be compensable. 2. Cost to re -survey and stake E1-1. This is the Contractor's responsibility due to the waterline lowering being part of CEI's scope of work. This item was discussed with CEI's project manager and superintendent during construction and it was deemed best for the City to perform the waterline lowering work. Thus it cannot be the City's responsibility again to pay for restaking of pipeline work that was phased according to CEI's desires for delivery. 3. Cost for unsuitable trench materials. Trash encountered in the trench zone is an unforeseen condition. These costs are compensable as shown in the attached summary. The remaining claims for time to "pick out roots" to develop suitable trench zone materials is the Contractor's responsibility as the 603 bid items were bid complete in place (CIP) with the Contractor responsibly for providing suitable trench zone backfill materials. Amount claimed in CCR 123 - $4,696.48 (time and material) Amount authorized - $3,443.58 (paid as time and material through a work change directive) uiyuicci nu.nyiai contractor Acceptance: = Page 1 of 1 MAX BRT Contract Change Request Reconciliation CCR 123 - Extra work associated with storm line E1-1, E2-1, E3-1 Date: July 6, 2013 revised July 17, 2013 T � agtorm Llne�Proflle,'ES�f E2 Y�E3-1 n• '� + Field Memo# Description tahnr/Fnuin rlacc IW. I.i I Tice..... 35501 Phone line conflict Foreman l 1.5 HR $55.00 $82.50' Labor 3.0 HR $40.00 $120.00 CAT 345 1.5 HR $185.00 $277.50 CAT 321 1.5 HR $165.00 $247.50 CAT 938G 1.5 HR $110.00 $165.00 1 $892.50 35504 Removal of concrete duct bank Foreman 2.0 HR $55.00 $110.00 Labor 4.5 HR $40.00 $180.00 Compressor/Jackhammer 1.0 LS $100.00 $100.00 $390.00 35509 Phone line conflict Labor 5.0 HR $40.00 $200.00 CAT 345 2.5 HR $185.00 $462.506 Foreman 1.5 HR $55.00 $82.50 $745.00 Field Memo# Description labor/Fm,in rla« u.a. I. ; r.... 35500 Trash in Pipe Trench Foreman l 1.0 HR $55.00 $55.00 Labor 1.0 HR $40.00 $40.00 CAT 345 0.5 HR $185.00 $92.50 CAT938G 0.5 HR $110.00 $55.00 CAT Compactor 0.5 HR $80.00 $40.00 $282.50 1 35540 Trash in Pipe Trench Foreman 1.0 HR $55.00 5.00 2.0 $220.00 D93u8mGp SCiAtlTe 6.8 .. $5.7375 $84875 . 35787 Mods to MHE1.1A Foreman 0.0 HR $55.00 $0.00 Labor 3.0 HR $40.00 $120.00 Class D Concrete 1.0 Cy $95.10 $95.10 CMP materials 1.0 tS $69.73 $69.73 $284.83 Total Cost CCR 123: $3,443.58 CEI 2118113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 123'Revis�� e� J 12.009 7332 Mason Corridor BRT DESCRIPTION OF CCR: All of Line E1-1, E2-1 and E3-1, including but not limited to the restaking after city crews lowered water line, work around existing utilities not shown on plans, and sorting and hauling trash from existing soil to be used as backfill LOCATION: Line E1-1, E2-1, and E3-1 MEMO NO.: 35700, 35501, 35504, 35500, 35540, 35538, 35503, 35537, 35493, 3550E MEMO DATE: 35509,35510,35508,35512,35514,35511,35517 COST CODE: CITY UNIT UNIT PRICE OT TOTAL Surv1 HR $ 148.00 $ 148.D0 Fore8 HR $ 55.00 $ 440.00 Labo19.5 HR $ 40.00 $ 780.00 MRONIPTION CAT 23 4 HR $ 185.00 $ 740.00 CAT 5.5 HR $ 165.00 $ 907.50 CAT 33 5 HR $ 110.00 $ 550.00CAT r VR-5 0.5 HR $ 80.00 $ 40.00 Side 8.75 HR $ 85.00 $ 743.75 removal of asphalt 38 SV $ d.80 $ 182.40 class D concrete 1 CV $ 95.10 $ 95.10 12' CMP 4.33 LF $ 11.96 $ 51.79 12` coupler 1 EA $ 17.9d $ 17.9d TOTAL Concrete Express, Inc., requests 1 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 4,696.48 MEMO = u i q� 1YUUKS� i yJOTAL O T l'% m - 7 ' 14. `�aj,� _P .d "t ta--E � l.YY .. :,�'�'F i..M✓x +�'.,ryp G4] FJ4 d G 9 s+. s �' � 1 �, �'. � w �-' 3 .,� e g,#,'.^s -• � � �;. v _: - i r ,a'�,..-. .3 .sue ic� � �, d^r Y � S.. t+� ,h•'FGuu y� G qY 'I -YS£ • i l JFS. } Z k L ter%—.. �..... T I c ..}.2. +a'+ x 5S Gx :, CONCRETE EXPRESS INC ACCEPTED NAME'NAME:tiff TITLE TITLE: - DATE: i DATE: JOB, NAME JOB'# �:✓%-.Gn9. �-.. _ 135501 MEMO CONCRETE EXPRESS INC rt V, `s "r.r 2027.WESTC&FAXAVE s 3 s k -" DENVER CO80204� PHONE 303562.2000,FAX 303-8931949" -Y tiJCt .�i £ i ri yynzr_ w my ��:.. E`er � ' � "9 f "� ., ap � .t _<'3�+: se �e�• � .�t rt.-Y.znv._ .:Di ti .�3 mz i1 AL_S; ?HOURS EA_CHP r TQTAL" QTM.. KTOTAVWQW ' i L z �_� ... _ �d. r✓-a�'ru�l_ >ti'#: ,.. �r>o:�z<.� i;_ s . t_a. 4 .� C' OM =� a?n 4 'Ft Gnc:efraz;�i- ,<.a., ���<�37�_�iti x:.s. �+s,�•L,.. I.rs�x.l:/;nS �,,,: :�I:._"J SL1'.a..o.?�A Y '.,�€.,*w`..�,.. . ,, rtn t q s e � i j] �`• Yrsq?ssZ"-+Tz Asi ,s i•iY Lf'iPcf... y i i r x3Yys>3",' .,�: ULI , .:. ti-x y" <`xlY'`'Y-y .. t d t a ac rF• fi. -. v -+�� ���i s .ram n r� •¢ �• 1✓'3 Ong n a $ .r rx � m iA.� � 5a Ir,�b 'ac, r .✓ t < h >. .� xk � Y>> �;� ]^� 1- i . u. ?'{ c� '... � WIN! �"5«x � s.� hicd� •-•1. � L.L .t,.... Y. _ 1 err GROSS,�j �-�5n. 4 • � F ..�..' , ,�F., s y-,�; S.nmzs'?-r �10A >..nK "' - �•._§ :<-- ...si z :u3._ .,1 "Y Y IMON owl ON P �'3-S t� dS EXPRESS '�� _ ACCEPTED Y s CONCRETE ANC: xy _ NAMEY' TITLEF, TITLE _ - r.• DATE:. .,r/96i y:u✓3 DATE: - ' GII�� t�dP .a Is: FRM INT E Locate Sketch 970-622-9792 Office 970-622-9593 Fax W DRAKE RD, AT A PT ON E/SD Ticket # COPA302100507-00 Excavator CONCRETE EXPRESS INC Address 0 MCCLELLAND DR City FORT COLLINS Type of Work EXCAVATION, POTHOLING Locate Due 01/24/2013 Locate Date 01/23/2013 SITE TECH SIGNATURE ID Notes - (1) " 8' 0" North of Building wall - SAF317 - Tristan BrownT (2)-. " 54' 0" East of Tracks - PRINT NAME (3) " 60" East of Fence (4) "4' 0" East of Fence CLIENT SIGNATURE (5) " 4' 0" East of Fence (6) " 5' 0" East of Fence _ (7) " 60" West of Building wall PRINT NAME ❑ I Agree that this will be an extended time ticket and that no digging will take place unless the Excavator has a signed copy of sketch in hand. CAUTION "• Hand dig 18- either side of marks. Pothole and find marked Facilities' Please make sure you have visible marks on the ground at all times. This sketch is approximate (Not to be used for engineering purposes) t :-JOB � COST CODE -7co (� l�u DATE f/7 tl V S i L S 4.5 I 35504 ^. MEMO 1 „P t x' CONCRETE INC: _EXPRESS; t 2027'WEST COLFAX AVE,,-,.'. DENVERrCO 80204' /20/3 s - f PHONE 303 562-2000 FAX: 1949, f ' _ r ;303-893 z j .Z K''M1X1' t �.0 F +Nw,y el d i :'i 4 C aim-:•4 +'KY.� , a.+Y •. i t �< s* -5. t b -s o _K+OFHOUR$': W BREADO LABOR EQUIPMENT ; _�MATERIQL% �HQURS A _ +''TOTAL HOURS ?�TOTALGO T' � t "- 1 Fi2-�Y: e%:.i'f �.. t � �-:• f %✓.YJ /_..-. f �:. � r �-:.�1 w i:� ♦3� P > - :� r � (•�4�Z 5. ��4t'�'. �',� +^s j'"�%"°i'',Tr.�'"'�r,� � z -'xz. t��rli' 9}' �T ; tr } - � ,. "r � ; a �w✓ <��. �. � F_St•_ ' G.� .� ���'`s..a�' �v.�4� t . Al' A'-� s� _r,4.>, a .wYw W __�--ts.�. ,�` � rr > i e? � ¢-^ rz _ ^°s ar,, : F .� '�s� �` ,: 1'-i S r �~"`,}- � "r > c ; , <. � t"',"+•,a`s^. n�'- i >, .e.IKF y# f Y[:.' '�'<;Y f� r[i:. f4 i / .A i.Y 3 i _..+f. +6f. fA�[..��'§.T] FaP.�r�. v(�a:. rtt- y�`�• ri '} `C� 'T^ S [ t: 0< VS�, Y Y2t Pp� { � ♦t�� k} � � � Ls��^{] L LT.f t ♦ � � �f f". 4K, '.T y� I '•!`� FA� 4y4 4`ia�{nS F i b. Yx1 - yryK/ -1i3.M1'Z l..<.T.J.i.y*2.9L` 4i' F:S�}is.1`.4�.'S h:� �[' +Gi 2M i `�� {'� i{y 31 .1Y' 4� .�.. vl..ah+ % I ^}`IfijiV� rr� 1 �S.xuO � r J M1Y["T.h A' '� `-[ _ •t p _YS y IT tl z wj - i CONCRETE EXPRESS INC. t NAME /1ff��C/ /•F'G..C/,c9..c,-'�', f NAME. TITLE: rezi1lL.i' 07�'s.�� TITLE: -. - - DATE:.. i/>f�9�/'i - - DATE: - _ 1 , r ditesco Date of Estimate: 28-Aug-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (YIN): Y Independent Cost Estimate Description of Goods (A) or Services (8): A Install additional reinforcing steel and concrete to accommodate a grade discrepancy in the Mail Creek Bridge/Wall 1 B drawings. Done in accordance with MAX BRT specifications Section 601 and drawings by Michael Baker. Include supply, installation, formwork and Class D concrete to complete Well 1 B in entirety. Paid as single lump sum addition to contract. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Bill Renz Other (specify) Davis Bacon Wage Rates, CEI Unit Prices, King Survey Rate Sheet Cost Estimate Details: (Estimate calculated in US Dollars) Coat of Standard Items Product Cost($/unit) Unit - Quantity Notes TOTAL Delivered Data Source Foreman $ 55.00 HR 2 CEI labor rate sheet $ 110.00 Carpenter $ 40.00 HR 6 CEI labor rate sheet $ 220.00 #4 Rebar E a $ 1.06 LB 100 CEI Contract Unit Price $ 106.00 #6 Reber (Epoxy) $ 1.06 LB 65 CEI Contract Unit Price $ 68.37 Class D Concrete $ 413,00 CY 2 CEI Contract Unit Price $ 826.00 Additional Survey $ 133.00 LS 1 King Surveyors Rate Sheet $ 133.00 SubTotal $ 1,463.37 Cost of Services, Repairs, or Non -Standard Items Item/Task: Materials or Work Description Other Direct Costs Labor Rate $) Labor Hours Labor Class Allocated Overhead SG&A' Profit Notes: Data Source TOTAL $ SubTotal sound. Geneml and AEminko-eMe F.,pe TOTAL $ 1,463.37 Signature ofPreparer: / v 9Y _ JOB NAME ;=j-1„���p., JOB# a` COST CODE - MEMO l L f 1 _ -3 35500 i CONCRETE EXPRESS, INC I'C'FA�,+`"a S` 3"e..ao€�a �4JMS T�eE mA' `', ram, Y"i T BREAK DOWN'OF�{vHBOURS�":-„�,.,�13. IJ {{� lah �3iy'a�a0.+Yu".m � }Y Y,Y�r e C2 �Z',QTY ;' �LABOR° EQUIPMENT HOURS EACHr - TAL HOURS 'h j { 7 `.. 7r P +t fy i ft �*♦A3fy6t, ,-MATER3IA�L�Sr Y } £ �`{ L fi '{�fe .,lJ k• iJ` '^eF'Yt CfiP ya. M3 S �� i }�"' ' j'Vi '� aic`�� : � s k ' i p % iY�.. �Y few � "� "• � Ste` .rd r ry � f 'H +i bld' � �r � � � 3.F -�`� ^�� "#4 / A 2✓� xK"a 3- � � 1 �K_ T. itR 4 di- - s F- d U,Sgx 'x1 c 4rw,x �, 5 a-'x' ° 33S'k' s 'K-s ,gym.-;� r �"e',£S'tCr ..� hT' 4atY'JC"d It "n Will "T✓J,x^, c" i�.d4-n ;5,5' i7k't"p�` ON ^'K F 7 d}om 4 _- Y f3 d .Fa Y `}o' 'F .� K� 'Y� Y Y -?' Si- �,x.raC F 3y vL v�kk�• � '" , i _ �.•--_C£+ e:, .+Tz.a ..v �...,$ .r„R.. .., _�S3 _ z< e..0 ,..3 �_! "..�_a .: _N t`77 r i y - x• 3' - CONCRETE EXPRESS;INC,.--�r ACCEPTED NAME: 9 . _ , 1,011, > v NAME' .. TITLE. ' ` - i""_ .� ., _ .. — - -_. ,. - _:. � TITLE:, .- :.. -: DATE:`:n. i/ /-"cir, ... .. DATE: -. ,5540 MEMO -,- JOB NAME: itli/P,F7-.,�d /Yid?roar - CONCRETE EXPRESS` INC. .. " ' JOB #: _ /Y < s-i -' 2027 WEST COLFAX AVE P. COST CODE: Za+•ays- DENVER; CO 80204' - r .� -- _ .. PHONE: 303-562-2000 FAX:303 - - 893 7949J. =Qb '- - ISSUED TO: f' �-CITY - „ 7,; F HOURS EACHI DOTAL HOURSZ FITCITALFO C ✓T �( a:Y _z�:/_ '. ,.rR�a•_ :•YY f : „% __K 3 2 - �• Y3: t' -)`- .c+"",'SY #3 _ 4w f ss,,.. -1. '.3 t Y -_• `t+ Y- -3 L a [..vim .f d:-E A 4z ��.%.....s zc+.. �✓lK /7P lc'�Z..� ,G- S 3 € ,'�jA `-mt-.5`ac_:�i, 3 a`Y"FJ• �,'l. F hltif' ah f'rik'i .+,.� `SS- y >� 'T' A ?n dE' 1 `� �, <e+:. .y. 'YY.t '• i4�yr:: r-..'4 �`_.}..i'n_ d�� ._-�_A�'.s�1 a. 1-'+....7.h N. 3>_Y -%�c. . .0 ..� f.' .XF { � 'r. jw ♦. K f ,�,. 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A 1W fNf '101 M W .TL:e., kc Ram ca§ SPECIFIC L 0 C A I ?7- -Aw s RN g l-'lWt$KtAKA)0VV oF_:HOURShm�, —I ?2Z�Q011M -_-ACW IP-T kff-HOUR JQTt Ivy, X .ateTL Ing �g NO mm_nawzk �i 15N WV L W leg , m lk K� m W. 1, 1. � N 4 02- J7 "OR MOM VON-RE 502 144497 t rV I - ----- 10 - i�, , g, Flat 4z 1 " pis R W 4M KNE mmlw5w u__ - IIZL� TITLE' DATE ma ft WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 077 PROJECT: Mason Corridor - MAX BRT PROJECT NO: 7332 OWNER: City of Fort Collins - Engineering Department ENGINEER: Michael Baker Inc. The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Wall 1B Modifications - RFI047 This work change directive directs the Contractor to price and, if accepted, install additional reinforcing steel and concrete to accommodate a grade discrepancy in the Mail Creek Bridge/Wall 1B drawings. This work shall be done in accordance with the MAX BRT specifications Section 601 and drawings provided by Michael Baker. The work shall include supply, installation, formwork and Class D concrete to complete Wall 1B in its entirety. This work shall be paid for as a single lump sum addition to the contract. This change is being initiated by the City as there were grade discrepancies in the BRT bridge/ Wall 1B plans such that the height of the reinforcing and concrete needed to change to match that of the guideway and bridge. Attachments (List Supporting Documents): CEI supporting costs; RF1047 response and details 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: June 25, 2013 ner / Dale Recommended By: 4ca/ 7/`-� June 25, 2013 Construction M nager Date Copy: Owner; Engineer; Field File- SharePoint W CD077-WALL 1B MODIFICATIONS-06-25-13DRAFT FOR PRICING PAGE 1 OF 1 �355�22` MEMO 'F` rt'.' '�y�y�,e•` 3`� 'h "'3' f� * % 9'" ,K .i�' S i+ 'E '!�'� �R.y f �' '.� l ri. t v �3 CONCRETE EXPRESS-INC' - �'-, G-A•^F.+ ,un �.5{; i�,Pt.1#..7i^s r h... YiA t'�.al3e .::i`..4 �. �Y4 J061# '� ',/tar ;I9 's ,su^u{,r . ,, •'yr, +., P`.Fxs env . 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CUX F✓$ '- k}yS �p �} ,sS Sig'', a ` vew�` 4r..s`r i Jfih L I iSD „a. y w �rT..G��.Y. 4 F+v"} ^ti¢ .��sw� 'Y..IaY y y'*, ^v yL�Yii iaeA� za �'3��x�k L��4x'a�di� ��._. `. sv - ».�;y��� � ��""„s�.�`3�� ��c.'��.G wr���a, ��✓i�l."`'itk DATE: a"f._'//9 //7rJ'2 DATE x z a 4 3 s �✓ �, _ 3r f h _ v MEMO 1 t r( ,:.i..- y �•n __lct..•nl�nlh`?K�'nVUKJttAI.Mj KTOTALHOURSj'' 2TOT'AL�OT ".,•+ fP.t�t1 a�i'147<�"'�2k K?w��-�:�a.-.a..A.-�-_a..; `�a�'55;�.>�it� ¢" �.; b fc r F ` � "•,'bS � �.n-i. �ax s-4»�v^ M r� Y 'Z'A r — TITLE �' a '�a..'bnt F•' il IA r�'sni= fi`-••` T DATE::. �`%/91✓>6%i t`'.s.R r n s DATE,.,, _ Z MEMO 35511 C,oc� op69 4�lc JOB NAME: �,�./�� ���✓ Pon` - JOB#: -/.f 9 COST CODE: DATE: ISSUEDTO:,n,, ,� Coca✓s CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: Pcoe� SPECIFIC LOCATION OF WORK: ..T� v v E/ / c/•.F�a .�-� „� ��, BREAK DOWN OF HOURS MA co�a Get �"T'0_E CITY LABOR EQUIPMENT MATERIALS I HOURS EACH TOTAL HOURS TOTAL O.T. 3 hors tr//soar ,e�r�or 6- e9ea,�l CONCRETE EXPRESS, INC. NAME: .:re.:se-e �ebl TITLE: DATE:/. ACCEPTED: 0 Qti �6NAME: / TITLE: ORl DATE: JOB NAME: JOB#: Z-vo4 COST CODE: 7no. 6GOY9 DATE: ISSUED TO: MEMO 35517 1�j CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE I l d Oh DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: Car EXCSn• F 6'' C1'- tm S �- S� Eh'Go ! CUT �G • G/J/� to ZZ, ENSi'TSuI, =.V er SPECIFIC LOCATION OF WORK:„ BREAK DOWN OF HOURS CITY LABOR I EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. CONCRETE EXPRESS, INC. ACCEPTED: NAME: rr�:/oE/ o�i ieti NAME: TITLE: TITLE: _ -^/ TITLE: DATE: i/o-?���•f DATE: Ryan Dickinson From: Hannah Seely Sent: Monday, February 18, 2013 1:29 PM To: Ryan Dickinson Subject: FW: Pricing Here is that pricing for the CMP and the coupler that French ordered from Contech! 12" cmp is 10.40LF 12" band is 15.60ea Price is pick up Denver plant. From: Berg, Jason [mailto:JBerg@conteches.com] Sent: Monday, February 18, 2013 1:24 PM To: Hannah Seely Cc: Roeder, Chris Subject: RE: Pricing Hannah, 12" cmp is 10.40LF 12" band is 15.60ea Price is pick up Denver plant. Jason Berg Sales Engineer CONTECH Engineered Solutions LLC 5670 Greenwood Plaza Blvd., Suite 530 1 Greenwood Village, CO 80111 Off/Mob:303-945-9725 1 Fax:720-587-2650 Iber�@conteches.com www.contechES.com From: Hannah Seely [ma !Ito: HSeely@ceiconstructors.com] Sent: Monday, February 18, 2013 1:17 PM To: Berg, Jason Subject: Pricing Hi Jason, Quick question ... I asked Chris Roeder just a little bit ago but he hasn't been able to get back to me. I'm trying to price a CCR for some extra material that one of our foreman ordered from Contech. How much does 12" CMP cost per If and how much would a coupler be? Thanks! Hannah Seely Project Engineer Concrete Express, Inc 303-994-1452 hseely@ceiconstructors.com U V Fort Co . CCR NI CEI PR! CONTR `CONTR CONTR necro ~LC 3ERi-' - 123 12-009 T.NUMBER: 7332 . T NAME Mason Corridor BRT ION OF. CCR: All of Lme E1-1, E2 1 and E3-1, includirig but not limited to the rest6i after city crews lowered water line, work around existing utilities not shown on plans, and sorting and hauling trash from existing soil to be used as- backfill .: Line E1-1, E2-1, and E3-1 35700, 35501, 35504, 35500, 35540 TE'.'-rc )E'' DESCRIPTION '. OTY UNIT - UNIT PRICES- OT TOTAL. 5:{'Survey 1-. HR $ 148.00 - $ 148.00 r 5. A: Foreman=i`. 4.5 HR. ., $ 55.00 $ 247.50 9.5 HR $. 40.00 $ - 380.00 „;"CAT 345EC EX-23 - 2 HR $ 185.00 $ `370.00 1='4CAT,315 EX-37=-., .. - 2.5 HR $ 165.00 $ - 412.50 CAT-.938G WL-33' - -. 4 HR - $ 110.00 $ 440.00 .1' .CAT,Compactor VR-5 -' 0.5 HR $ 80.00 $ -40.00 'Side Dump(3) 6.75 HR: $ 85.00. '$. .573.75 TOTAL $ 2,611.75 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorpoiate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager OL� No Text ' MEMO `. JOB NAME .i,n4 -/TAI -illk ,r CONCRETE EXPRESS INC -- [ ,pr,•,xal•,,., # /�? ani" 2027 WEST COLFAX AVE yJOB .'. r COST CODE Xc r DENVER CO 80204 ; DATE - PHONEi 303 562 2000 FAX 30.3-893 1949 4 Nx•_`z i' Y � . t _ _ A DESCR11 TION OF WORK PERFORMED �. � .. Lai- Yr�s/"�%/MOTJGY'TtC .f �✓a r ..� t c- �- _ .,. �.�. �.,-I#.:'. _3 r .F �e�, .- yr d. 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REQUEST FOR INFORMATION (RFI) Request Number: RFI-047 05/06113 CEI PROJECT NUMBER: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: DESCRIPTION: Fort Collins - Mason Corridor MAX BRT Requested By: CEI Phone: 303.562.2000 2027 W. Colfax Ave. Fax: 303.893.1949 Denver, CO80204 URGENCY: TIME IMPACT: COST IMPACT: INFORMATION REQUESTED: NOT URGENT X URGENT CRITICAL YES NO x TBD YES NO x TBD There is a grade bust at the bridge, the flow line grade at the bridge deck does not match the flow line grade at Wall 1 B. Please advise as to how to proceed. REPLY: See attached response from Michael Baker. Concrete Express, Inc. Name x obiJo Meritt Title Project Engineer Date 5/6/2013 City of Fort Collins: Name Keith Meyer Title CM Date 05-16-13 35540 MEMO r. - 'JOB - -Y` CONCRETE EXPRESS, INC: "-• - ; JOB #i , /?LY+1. s 2027 WEST COLFAX AVE ` .COST CODE: - J - DENVER CO 80204 4 '= ,DATE -�/r/„2,9%3:'. `,.,y ': PHONE 303 562-2000 FAX:303 893 1849 ISSUEDTO„Crri i.;,r>',. ; u� ,i%.' yea. _.-� _ �' ..✓ x DESCRIPTION -OF WORK PERFORMED y,� n5,. .. 5 '••'F .. �A TkF ft "Y P �.rL '�^ _"' 3 { i. 'Y L +', � �` L%'. �� ���..3't.�n... f fit? •C •, 1 ;,.�� _ i,. :-x..� _ � r.e _ st. .t` .: ... -:�, � 1'v. .,. n:' r - �iG. ems' .+3: gFi'>�. ?.Lc. •�• •ir - v -. ^' A. -�-� C 4-? .Y t :[S ;;EQUIPMENT"MATERIALSY "HOURS�EACH€ TOTAL HOURS,;;TOTAL�'O T' ?'. cs' a. 'Y+t:+ 'r xy' S '.. 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A4*.. i{...a^�M'�, f.uW.v--._ 29�i u- uc .3 S:i.'. �. n ��...., ai....�L'RtES � �i_f 54 `ni:'.�k�<.-A «iYa w ='r' ro u . u •A' d_ a �v�, � jN 4 NAME' t ACCEPTED �:- r _ NAME.. ` -, - : . - TITLE: "'J'GY'cNr 7 - '.is- r. .,.1 _ -- TITLE:- - DATE:/1��.. - _ - DATE: _ - - yr ram, eMtiA e`V`.e' µ vl. QTY�": ",LABOR �'-' EQUIPMENT=. SSi.+lb'ivn MATERIALS `HOURSeEACHs,' �ZTOTALLHOURS. ` T� R, WON �R - -a-t--a MOM', '��� ,TO,TAL"O iy«,iyv ZVI �•�i; ^fig_ Wi M'X„!"F��`i Ti A4 LINT J +Sit�. ��#.y+�'3.5.:"�+'�y+T�'s' 4E.i "f"F J.SY..1f{:.�,.1ir5MOM, Y 3�*`�;L �S''=.cs ,i�sx-' ah ,N s3z'aF .n vw.5. „S a-N= -S' _ -�.. y��_�1K} _ ,c y; 6r*y N: ±y�i t f'J'a .13.E"ax `�""ve>`% x {'yn'.�d` Y.. `r'�Sµ'' ,+= - `5.'^ 't�...� S,} `i.�` 4 R .}z i j� �,.w �MR, b� Allen '.,c icy+-3'. r yix' vvty �s s+'?w�E=' 1tr `Sy` "1Qr. ,yy,''.vzf Y: 1 ^vy YC tax ei J*u£q s�•'ti; ram,, S.'�CS'i'e3S- `AAA` S` Y 'T .t3 W'�.iel' iT4 C 4&` u. aaic y. + Xe .+�§ v ._ i ��-.`«F- -. Cr'. ��.. _ .. �'�' �t�i%�9 F-0i5.'s \ J�+� �. 1�vc. t� �.. ✓ .� S N'n e r 'S. DATE DATE •' _ a ;:a mast Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-05-13 Contrail Change Description: Extra work associated with C3-1 pipe installation Contract Change Number: CCR 142 Date Received: 02-18-13 Date(s) Work Performed: January 2013 Plan Location(s): McClelland at storm profile C3-1 (STA 96+75; plan sheets 280, 281 and 320) Description of Review: CEI quantified extra work associated with installation of storm line C3-1 in utility easement near BRT Guideway STA 96+75. This request is varied in nature and includes time to work around existing utilities, irrigation systems, unstable trench materials and reconfiguration of INC3.2 due to design grade problems. Field memos supporting this change request are attached hereto. The following change request items are not approved. 1. Exposing and working around existing utilities and irrigation. Working around existing utilities located and shown on the contract drawings is not compensable. Unknown utilities and irrigation lines not identified on the contract drawings are an unforeseen condition. 2. Cost to restore existing site (irrigation/playground equipment). This is the Contractor's responsibility through Part 4 of Section 00100 —Instructions to Bidders. Each Contractor is required to fully familiarize themselves with the site conditions and prepare their bids accordingly. Additionally, through Addendum 2, 603 pay items were clarified to include all surface restoration costs inside the individual 603 bid items. 3. Cost for unsuitable trench materials and stabilization. This is the Contractor's responsibility as the 603 bid items were bid complete in place (CIP) with structural excavation and backfill (per Section 206) incidental to 603 bid items. This is provided in the Project Special Provisions, Revision to Section 603, part 603.12. This specification section means all necessary removal and replacement of bedding materials to conform to the project specifications and plans is incidental to this work item. Amount claimed in CCR 142 - $15,083.06 (time and material) Amount authorized - $6,049.76 (paid as time and material through a work change directive) r Engineer Acceptance: f Yr I I V Contractor Acceptance: Page 1 of 1 7 MAX BRT Contract Change Request Reconciliation CCR 142 - Extra work associated with storm line C3-1 Date: July 5, 2013 revised July 17, 2013 Field Memoq Description I�h.,.rc,.,a.. n�.. S 35788 Irigaion damage and repair Foreman 1.5 r HR V$55.00� $82.50xs Labor 3.0 HR $40.00 $120.00 CAT 321 1.5 HR $165%00 $247.50 CAT 938G 1.5 HR $110.00 $1fi5.00 $615.00 35788 8" Lateral Connection to 48" storm Foreman 2.0 HR $55.00 $110 0 Labor 10.0 HR $40.00 $,00.0, CAT 321 - 1.5 HR $165.00 $247.50 Epoxy rebar 27 LB $1.06 $22.26 $779.76 35789 Private irrigation wodc Foreman 3.0 HR $55.00 $165.00 Labor 1 14.5 HR $40.00 $580.00 CAT 321 1.5 HR $165.00 $247.50 $992.50 35793 Comcast/Century link conflicts Foreman 4.0 HR $55.00 $220.00 Labor 8.0 HR $40.00 '320.00 CAT 321 4.0 HR $169-00 60.00CAT 938G 40 HR $110.00 440.00 j$$6 Side Dump 3.0 HR $85.00 $255.00 $1,895.00 � Field Memoq Description Ihn./Fq.6p rl.« 35521 Form/Pour INC3.2 walls Foreman 4.0 HR $55.00 $220.00 Labor 4.0 HR $40.00 $160.00 35787 Form/Pour INC3.2 walls Foreman 2.0 HR $55,00 $110.00 Labor 8.0 HR $40.00 $320.00 CAT 321 1.0 HR $165.00 $165.00 CAT 938G 2.0 HR $110.00 $220.00 35518 0611 and epoxy rebar extensions Foreman 2.0 HR $65.00 $110.00 Labor 2.0 HR $40.00 1 $80.00 $1,385.00 Total Cost CCR 142: . $6,049.76 FEW. 2118113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 142 REV 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: All Extras associated with Line C3-1 including but not limited to a tie-in with 8" CMP, potholing, exposing and repairing conduit not shown on plans, and INC3.1 grade bust resolutions LOCATION: Line C3-1 MEMO NO.: F357888, 35789, 35785, 35499,35758, 35793,35769, 35696, 35790, 35621�;�35541 MEMO DATE: 35782,35775, 35728, 35729, 35717, 35708, 35704, 35701,35697, 35488, 35513 3SS1t3 COST CODE: 700-60043 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 39 HR $ 55.00 $2,145.00 Formsetter 4 HR $ 46.00 $184.00 Laborers 109 HR $ 40.00 $4,360,00 CAT 321CLCR (05) - EX33 15.5 HR $ 165oo $2,557.50 WL43 CAT 938G 15 HR $ 110.00 $1,650A0 WL.39 CAT 938G 9.5 HR $ 110.00 $1.045,00 MG-23 DEER 772 8 HR $ 130.00 $1,040.00 Side Dump 9 HR $ 85.00 $765.00 714 Epoxy Rebar 20.708 LB $ 1.06 $21_g5 Misc. irrigation parts 1 LS E 42.65 $42.fi5 3/4"rock 67.5 TN $ 16.82 1 1$1,135.35 8"CMP 5 LF $ 11.96 $5980 8"CMP couPler 1 EA $ 17.94 $17.94 Ideas D concrete 3.5 CV $ 16.82 $ 58.87 TOTAL Concrete Express, Inc., requests 5 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. 11 $15,083.06 to AfrAA%� J1YYL Csu sa,>u►w'1 � f •g, r k s -" H '✓t'a^ "?+'j�% tx E -�J -�. ba �'iti £ 'i. � s� .evG"+�v3�_'a- C L�.4S�� 3i� � 3- Y` �k&.�2•�zs:9..._A4 -Y%i dCw>•"1� "li% 4 '�a4 ' S�'fic'wila*' BPon, i�' �^�•i OFHOURS y V+.T'. d" ;fg � KS �v*+v tauTYr. "' LABORWlxE�QUI�PMgNTillM-A7EERIAL-PiIMQURSLEACH114TQT4L°HOURS, L plTOTAMr FU il ^e•�.� $ 0KI tfic�sT'F". f^i.Sv� �; L iS? 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":_F�.' �2'�, wm$'-""u �Im�N`.� 5.'�i'�' � K��" G BSc' ,.T g �' �.�? ".€ia. � k ���' 'Yi'• S'S! [y'.�'i i'M1S>^n't� %'�w'"i� Yi"1 a A� 9r� y£F Yf"�'M -5G "4T"i'i`bY h 3y vM1 `fl 2�"-y,� �Y S `k `ice Al, F t4 #,v+aS- � S..£S' �•�t .�1'-• ! F•f S � �� Y - �'LC�I �nNS" Y iI T a iF�• >,+•f�`y'�`*Y F `� `Y YT'✓' '�. '�i` ?x`at-'y.+ �* z.2.� {Y". � 'Y M F �,i E fib' ��i�`-tea J� �t A.. tr W¢^x'.�'25-''w ��blr'�C`j;� '^G,.,rrty � t�,R �. 3 4 s i •�" 4ti- x4a � Fs yfonwn- 1pc f'� ��9 "f F �.1W ..��^ .,J 1 �-,: rt ix. -" � �+��"c �xr m <+ Y iti? f.. �. L y v Y — MEMO, '� � _ _ �'. :r �- � ... .. �"S1a Yi, _. _. � .s a...�274.i R��� 8 � v r•�.oc � t.. n�.:..nai° „g i� ��� -♦ . - _IX DATEa'-- Jbd NAML" tl�7 2 MEMO 3'5785 qs - L xVYS NCRETPEXP ,, BREAK DOW nr'l s 4, WN _EQILL'PMlENT4jkMA-EERWLlS3 ii U-01,H URS. -A, W RTOTA vHqUR sl L' --xA�CW Rs, m KV E� JIM 0 RIM 14ZO 33�km__E 5 W, 4 KIM . !nw- W, _c;;4_ "FF %aA gm, , R, MT A AX, I 7 TITLE.- bATEdL TITLE-,'_"- DATE-*,,, IT OT i r 41skTT K`K.s IT 1 �TLE DATE DATE ,. f F 4c PV CPS distributors, inc. 1105 West 122nd Ave., Westminster, CO 80234 www.cpsdistributors.com 303-394-6040 rete Express W Colfax Ave er, CO 80204 111rltllrrrlrlrllirfrrl1fl111ti1 CPS Distributors, Inc. 1105 West 122nd Ave. Westminster, CO 80234 Stock purchases 2027 W Colfax Ave Denver, CO 80204 INVOICE Instructions Phone. (303)562-2000 curnomPrPio 11200TO71 INSERT COUPLER 1/2" 1429-005 PLUG 1" 1449-010 INSERT PLUG 3/4 1449-007 S.S. GEAR CLAMP #5 5/16*7/8 S.S. GEAR CLAMP #12 11/16*1-1/4 S.S. GEAR CLAMP #10 9/16*1-1/16 " x 10' CONDUIT SCH 40 BE POLY PIPE UTIL 100# 1/2 *100 «rt«rtrtrtrtrt+++«+«rtrtrtrtrtrt+++«+rt++«+««rtrt++«++++«rtrt++++*««*+«+++ Thank you for your business and continued support haseq by house loi tams an without Do not write below this line Taxes Invoice Total 07j ������;b+l"�^► grees to abide by the terms and conditions of the 11 hCPS Trade Policy, available on the cpdievibutors.com webslte and in published form at any CPS abed, required to be completed and acknowledged by CPS customers. CPS collects and remits sales taxes to taxing authorities for which the seller for freight, taxes, handling, restocking, e¢. may appear on the invoice. All charges displayed are acknowledged by the buyer and buyer agrees to pay 26. ort of -�F� maA MAX BRT Construction Services Technical Assistance Type: Request Received: Request By: Responder Date: Responder Name: Description of Assistance: REMARKS: ❑ Document Review (Document Type: ) ® Request for Information (RFI No.: 047) ❑ Clarification ❑ Change Request ❑ Design Change ❑ Change Order / Scope ❑ Other May 7, 2013 Keith Meyers May 14, 2013 David Nemovitz Response to RFI-047 Upon a field visit and discussion with the lead inspector for the bridge, it has been determined that the best course of action is to obtain additional vertical reinforcing steel, lap it to the exiting vertical bars such that the longitudinal bars can be placed at the correct elevation to connect to the bridge. laps should be a full lap length or as close as possible to a full lap length as condition permit. See attached. 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IRM, j W �lllt DATE*I,I, j As DATE--" LONGITUDIN RELNFORCIN i A.LREADY F CONSTF JOINT EFIDGE FAIL RE VS DEFINED IN 44 x 2,-0„ @, _q, +i iOP OF WALL PLAN TOP OF WALL G 0 CONSTFUCiION JOINT = •= I. . LONGITUDiNA'_ =RID(,E RAIL RELNFORCiNG (TYP.) k4 ) (TIED O PLAN TYNFORCING) 4 ) PLAN F•EINFORCM 4LREADY ?l ACED) LDN'GiTUDWAL PLAN SEINFOR`.:iNG �FTAiNWG 'NALL .REINFORCING SECTION(D HE =. LFICN -V1, S%. 1_c LM=N'T . CC SURE 72 MI KOC TITLE, ERIDGE RPL EY: AS DATE: C5� C-13 SAE NOA I OF 1 _ 355 s MEMO �C~• K . ".�~ a . . t•� �v?c? F � �C ..s .5 i � e! n .. Y � � :. n, .'r,1 °i'.:tv�v.TT".y. a.v.£: }�} � 2' � ..1.��' d�u� eF vv: -; }TITS -vim x r:iraCf-� vT� v _ 'I z DATE _ ip/is/2 i,�r, 9 1 _' 3 _lEMO. W§ -q, ...JOB E EXPRESS INC' 7- RIAKS EACH : TO r�!j �All OU S No 25W t -Rnp 0 V sX KE - m'uti M, tdo TT g, N O-WA9 KN- WE MMUNE,!, X r 09 �RN INaEMNWV41 U WA- M- tI I�?*l"--,O�N 9 W oN VuO4 to 4 i 4-*�L NZSWMWRAW SE ;jw k,� nZ M, -44M a,n A1t�U'OR � I6 I �_Kuil 0an " vHwaN M6 M1- 02 W60M O NW n R! -N Z�,H AMR% 4A w', . . . . . . . . . . . . . . . %rplukwU 'NEUR -�M�MT O,V NAME, .3570 MEMO','', J, 7� NAME, "joB-- �Z*4kLl � v 76�' 66kREftEXPRt. ES lit. a�—%-,0,2027FVVESTA A COST CODE :-� k-7- wlll�i— �'DENVER�CO�80204�..P,'�,�'--�'�, 4,5 0— -7 eg �l e-,� DATE �� -q! q --t flt - OR Aq 155UEDJU:*Z�lo�o A.. 40 - - Ae- 'I AX W,� --SAAM AW�: rt��- y8 R15 ?11 "Ses f- 0- N R 3 gn'z,� gtj, u t 5 E; R I P -,WORW Fn:,,, ,TION',.OF PERFORM mom= R RT 4-'P' SPECIFIC LOCATION OFjWORK:-L' ..... - - - - - - I'll 0 IBM g" WmHwi y W AREAKDUW';' HOUR 1,41�,- B l(,UM-mac k-WLCLR Ul Q IP� El TX T_ RIALUS MHQU _RS,' EACH j I ;TOTAL KQLLkS�e UR mgd� 52 NMI OR& WE Soll, INa F MORK". MN R �p A.M 05 W-4 �4 ON, P Rw 2 U 'kl R MW -115 NNE W. W-12% 0=� 78= 'R nw= wmj�' -0- ; W P f"Z v 7 p�7-lp' m % la X Mu c�4�tj �W W �W e'g� SO g RE qR -72 M4 *RX ----- — !'�v Mw: I MEMd _ 357 1 r x, to s 4 �xc r+rt,y�1 a r .'OffiMMNm HOURS ,pBREAKDOWN.OF '-�"`„`�;QTY��'"� LABOR �EQUIP,�MENTT�' MATERIALS HOURS EACH+; �T,OTAL�'HOURS& TO,TAL�O T� �.�:�g' ROM ,r€- Ma "t3 a.-" agg t�-e'{rz'i •,:r✓`Nc ��" ar"'M•�? ..3 !?*'a'� � 4a_, �'i S,-�t' -�`. y'b��S i F'f%�aY 4_ v'h iG-F ;Z-�a�r V-&".yw ..4���r�ed_� 3y 9� S "'� t_3YT� � `±n•1�i 4 3 �- iiQ. PRY HIM!1 3 Sc"k .a Y."' I a ` a ae, rev* ra' �'n qR"' iK'4 „a2.i rt{ 1 ROM � FF T T. .-_y�".9. .Y USA ryT� 4.�Ta"v'I �. �KOM rtk "O��°...$"'t +j'��aY�2'xx �, s 4 µLf{ *�PvtiW%--" 3sh§�.:s < .E4# c h41 x.90 tyes»f M.Fa}°1u, t` w '_e Sx� X 3`�1it.k.-�'� t b--y` d r f'+��` ey'_ TKO „a._'�Wx".+ '1�se �"s'�i�t f`JI' c• .4 7- $<`.°`S Y bit* c .a-£sSS+Iy.f+1.e—.a2—� Via` ." `S:- +S_ 3 '� �� rt-'.'Sim- .ems �� `,,, x � `�• --.?� "•��:�^ SST Oyu .. ay . n r a. -a-9 ..,a.k.�rX. ���.4� Y�..'•: mCHi,�" ��T �j � -K .�... '#,E• �?�`'f� 'tv�-`u iA y"rn.SSm E�".s'>, �5,�a'""$K�r' v`i�r+�tni �;i F3 � t+KY"�'.��m"�sst NAME: ,. 'i/�/9n� TITLE,..) DATE: - - DATE: _— MEMO n � JOB NAME::, 5 ti = `'' NAME: � � r x -; �, NAME r .�yu•� TITLE;' ,- DATE:-�j__vz DATE:.- 97 A.Ts g *�.s�-,*�l,�-�DESCRIPTION,OFLWO -P ME-':: Ift g, 50� MR, Al 15 j. v,-f tkg,�-, �.�SPECIFI imam P 'i mzsp 't � NA, ma=� RMR; Mfa K4BREAK ISWOSIS—N- i xE` � kEQVKPMPj—TflkM—ATWlALS3 OWMEAC�H! JIMTAffflH OURS TOTAL 0 UgA Ellim MEN= ME WN04M MOR; FRMIRNEW RMPORM RMS P, 4114 ft��j� Wh UAmr�MRMI %g P', 499— W NO W- NORF-el- IM CAL � el P, ?-w4g a 9- No 11, W- NNE KAI - . r - Z1, I. w I-,- Ow -Ilg ma ACmgm.p - Vw , 11- M-M S&Z MOR rzl�l �Mvwnmff i mo. . . . . . . 5 -04 IMMUl M 7Y4. Pl NAME --'- TITLE DATE 01 5: 7, TITLE - DATE: Y 1:- Erika Kenton:`' - - Fort Collins' CO 80522-0580 NUMBER 142 REV _CCR _ CEI PROJECTp',` �' 12-009 CONTRACT. UMBER: 7332 CONTRACT NAME .- Mason Corridor BRT yj DESCRIPTION OF CCR; All Extras associated with Line C3-1 including but not limited to a tie-in with 8' CMP, potholing, exposing and repairing conduit not shown on plans, and INC3.1 k,' r grade bust resolutions ary LOCATION:;, .; 9 Line C3=1 �; MEMO NO 35788, 35789, 35785, 35499,35758, 35793,35769, 35696, 35790, 35521 "MEMODATE: `COST CODE- 700.60043 " h,-=:DESCRIP.TION, ; , -.` CITY UNIT .. UNIT PRICE OT TOTAL - Foremen �T, ':..17:'..: HR: V - 55.00 $935.00 Fortnsetter�.,„, 'i: 6. <: HR $ -46.00 $276.00 Laborers .�";s r c, p, "57 HR , $• 40.00 - - $2,280.00 CAT321CLCR-.(05),.EX33.., ,9.5- HR $ 16500. `. - $1,567.50 WL=39 CAT938G' ;',.;' 5.5 HR s., - 110.00 $605.00 Sid w' ip—'- '' . 3 HR $` 85.00 $255.00 20.708 LB $. 1.06 $21.95 - - - TOTAL $5,940.45 Conciete Express, Inc., requests 2 days for the above contract modifications. Tliese•areall of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions 'regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager I (s CE1�. 1123113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 142 12.009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Make hole/set rebar per city detail at 8" CMP tie into 48" RCP. LOCATION: 8" CMP come from existing inlet in Dallenbach's lot south to 48" RCP, Hole in 48" RCP is 24' upstream of MHC3.2 MEMO NO.: 35788 MEMO DATE: 1/21/2013 COST CODE: 700-60043 DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Foreman 2 HR $ 55.00 $110.00 Laborers(3) 10 HR $ 40.00 $400.00 CAT 321 CLCR (05) - EX33 1.5 HR $ 165.00 $247.50 k4 Epoxy Rebar 20.708 LB $ 1.06 $21.95 SES-267 2.5 HR GEN-201 2.5 HR SET-371 2.5 HR TOTAL Concrete Express, Inc., requests ays for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager $779.45 JOB NAM JOB # COST CO MEMO 35788 CONCRETE EXPRESS INC: - - x/i coA 2027. WESTLCOLFAX AVE'....-. r s r s s r DENVER CO 80204 3 r. Zo.` ""�fi�•.N��1""ii�l ���32 v".S'`a."a` _�T�. i'� a3�. ^Y'Y`'¢'� BREAK DOWN.:OF HOURS x ^t `t'e s �+<k`'S- ry+ m", ' 3 e j HOURS'.EACH � �" TOTAL HOURS ,'QTY,�.:. �"�LABOR� jEQUIPMEN7'c, KMATERIALS v "'"" F TtS.y l +& •�T ass _ tr o-�I `-' `` i,:-i -.... S .aF. W � P6- '-W"'-.'+f. '+^`sF" %� -S td.�'S Gnvp %_ iW�T��-y.yl- #-(� aic3.�c. AJ` S .. l�-' ^•,/ .��9 S}ty. ,� rC' ..x•.� 'aM'. �. °Y` t"K'r'. tS �S`.'t 1' "IAN V i^ E F S �j F 61 y=•F 2".lx �� ..v «Y �Al^'.. �, ,,,� v`I.z.a'" O%%�'S.,iedr3'iS r•"z..; �}"r�`k{y '.3r '��• i ` x y�vsrfL'"''=�e<•r ^TA 5,{„,f`.t? Fj -X^-�"NCYl" i i^.11 . `=T" M .. ' .? -i 15.1:. yam`="' -- ?' ^ �y2Y ti .ryS +2�1nil MINN. rig- _"kT .� .fix ti' S. y .3 r" *.+ 'tnas w BSc I-z37/'.,hz r'+.A s �z3'"%`P' `a�' ``- �s��'.ys." a tr a s t o-'z,. 4' i`S•s°�9iFP --f '.Sj f ., ..R Y. NSL ,' `�'n`Y^a •t lS Rrt "�.y� � Vz A�-,N9MAw y � 1 ; L ,zp Y _ ,.,.. ;,4' r "�ll- t a�-t`�2kS�-.}"�'.i..yyr $`. wQ.fY�'y�'C ><-` •.: 2 b Y.i Y :t fl 3m{lb `-c�h' fi,,.,F tt ,� i "L'?•. 6 rtJ, C- p nay }<�v 1� t � �/-5 yy.�� /�i•': F � � "jv` sY- /.t �T�.,,�y�Z^nc6`{� �. 9.i..�i•+SY��«T xL4k✓ � S��# ' � � �' � �y�',' d y PLsL'3• i , 1-.., 1 +- a.Y-S'Y# 60 EXP SS'INC& "x..� "55 ts. *3i 3 ix _,d �•,.er ; a a .r v=Sk, -f S3 zx h,,t z r v s CONCRETE EXPRESS INC,', �.:T.�.ACCEPTED"n. - _ TITLE: + l�r ln,I=--rim-r - TITLE DATE: `J�i //i C/'{ -- DATE - ..' -. x 11 11 1 1123113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 143 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Hand pothole to locate and expose existing private irrigation sleeves and lines for repair. LOCATION: Crossing loading dock access at McCleland/storm line C3-1 at back of east sidewalk. MEMO NO.: 35789 MEMO DATE: 1/21/2013 COST CODE: 700-60044 DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Foreman 3 HR $ 55.00 $165.00 Laborers(5) 14.5 HR $ 40.00 $580.00 CAT321CLCR(05)-EX33 1.5 HR $ 165.00 $247.50 TOTAL Concrete Express, Inc., request!/A days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager $992.50 711113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT M CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 207 µCOO?7 12-009 7332 Mason Corridor BRT Purchasing and installing additional rebar at Wall 1B due to a grade change at the top of wall. Wall 1B NA NA NA DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 2 HR $ 55.00 $110.00 Carpenter 5.5 HR $ 46.00 $253.00 #4 Rebar (Epoxy) 100 LB $ 1.06 $106.00 #6 Rebar (Epoxy) 64.5 LB $ 1.06 $68.37 Class D Concrete 2 CY $ 448.30 $896.60 Additional Survey 1 LS $ 139.65 $139.65 SUBTOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. $1,573.62 r.... _ rF, = 3578b., , 1 MEMO s CONCRETE EXPRESS INC _ 2027,,WEST-COLFAXAVE Y.Z `Gff9 m e. tin .. " - -' `C'ocr/f/'' OENVER2C080204-t E 7Gp r ' ''' v.s t.\.c'tF " - PHONE' 303 552 2000 FAX 303.993 1949;; i - r an r. E 9 `S '}. ��A- &�0 -1., i 4 iu.(�. 'r' ^`- Il �'y£� �Y '. m':Sa f�^ 5�2.. f YSt t d J11NYZ#f� f 's�. ayC Fn]NV Ct'JW'!A'S e -: 3a a.5'�i'.Itfi � � .2 °S'i�-}i' \ �. IYi "� Xi uY G '`p3i�p� tx �i}�e )'�8 4JE`4`t• "d'� M yY ss-+�,.. I&A _yt Of FMr"�Y1Y f BREAK DOWN'.OF HOURSt '+j�Ey�ie,`(f 1Xt t'..,�+-}�''�,,�-,z, }tee F w.sF ,i'� YWo- ^* s-:.fy�iTY-"�tT��.� �� " `I [.�,�`"^y_�igr���Y ~.QN • j T"• LABOR, ,; Aayc'L"a`.L.:5'1'A\.f LiEQUIPMENTp t I`-MATERIALS4 .� HOURS EACH ,�TOTAL�HOURS TOTAL O T'�' z yr w"-� "!7 'a" 'z'F,!l7 F a:.'3t ��'4 F1✓ =L .e,+c5`tk'Hr�.,,s, � y. �.,,A'y�9.r�y," {z�g�'c�.Te � i�1�i�3-`"a/3�i.x�Fav �� x�6S ���'["b•'r, �'� "`! "*�� iak�J7� c�¢rxc* ^.�S/7/}) a,J/) !�'i 1 Yy t(: yT % E '- .� 1i -*..tee Sf.:.' -�, V } N<, 4u^.. r ?N yJ il €x.-r r 'fir 7. "�. 9 "i'.3- +C—iy'+.4 !`• 1' k. i 4 "'y{ ) 4` a+'-�"•' l S I .. '4 u.}Q{ tttfu +'"' fiV 1 '�` J.:Ci L s_,}i: 1 Ts.V ti'14 �x%a... �Yt :A� i`a � ♦3"+'°s.-u �` �ibTl yrab t er .�'.z.S^e S.�h }�y'Yl � '` -.xT����k'7 ,y �.,..t /Jyr ''gg I � � k 2: r ............�1��. 3 v; { �S :..r' Ytica uFn-Y n-,.iA rn 3""'``1c +'A+)"£ rdl "� a Y .sit :'" 1-� i5' S S �S YY .r- / `_ S- � �` .,,z,..z .�W> '�'m't',yi.•S%' 2 F�{'. L [ :�. t7 Z S' c 4 S T "� T fi Yi ♦ _ J c- 6 .. � �X35•li sty �..-�� +s '.� -F$S it .Y Siw F � Sef Y t 'x r'. i v MEW � tl S'3 Sc.3 i i' Wojv .F` •' Yii 4 " g £`.3T?-1P v +y..e iTy �.�"T � �• \ { HUMIDi,. 000 ",X",:x" !i 'v ,.v .-r-Ti...-_i'z'yY � c. } �,. NAME ?nQ? 01 y ° = TITLE !Gi7✓ r,.. - itrr � '• ',., � 4.'_ � 4 DATE _ .. CEi fi 1123/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT M CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 144 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Continue to expose existing irrigation lines for repair. LOCATION: Storm line C3-1 MEMO NO: 35785 MEMO DATE: 1/22/2013 COST CODE: 700-60044 DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Foreman 1.5 HR $ 55.00 $82.50 Laborers (4) 7.5 HR $ 40.00 $300.00 TOTAL Concrete Express, Inc., requests �4 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager $382.50 3578�5,�' X", rs VIVO:: WJOB NAME, -101 CONCRETE EXPRESS; WC: 2027WEST COLFAX AVE ',,---,..- !COST CODES 71 rr,0ENVERjCO00201-- DATE:'."� PHONE. 303'562'2000- FAk 301-893A 949 �, 1 'loc- 'ISSUED. 'L A&M O V _N f, �AV10URSk$.190 IM ; KV &5--Rp t S �Kr 4A LQQjQU2 a&LNqPRtMQ i'�EQUIPMENT fMATER1AUj� [HOURS -EACH! L—qjtp �KM.R' IMMO ttiEtyiu2e M �M NO ROOM R-0 x MITI DIP Up pg ! 7.1,: ge�-.Z.wwq. 7 m A xxk,�= A - 4 r* r WN-To - �� t SESSION u9m M= INNZT� EV&, L 02, vmm Sam 1�_.P/1�14M.Klldl M, gff 922La-; 7, _w W M, I NAk No M_15& _gF q, 5, 2—N mmk. I zoo W �Iwl A V�R& o M ups" RE4 . ... .. .. .. .. .. . COME OW -Over IN ,4as: 185MMMIT ---------------- I M1,15i MR, t �ZFI RONNIE,! TANIANX WMAMM V., ;a n n5 W CONCRETEEXPRES_S_A. NCr NAME TITLE, - n- j" "-- o F, INv ACCEPTED r �t_l q, '44 � DATE: DATE: x, e e ry n t uio ` 3 5 ` CONCRETE EXPRESS INC' 2027 WEST COLFAX AVE" - !'- � ~i DENVERCQ80204 ` .A-Sh YT.�tt � BRE KiDOWN,OF`HOURS 5 � �+ £ x-r issasv z ^INAM - ,QhY'c„+"LABORCaEOUI_ M_ENT,', MATERIALSd 9HOURS�EACHi ",�TOTAL¢HOURS �TOTAL�O'T-"4,� -" c ((pr-t'�C£ 'aa'x _..'�' . £[' c k F .YJ - i uiv�+�ib,-� "-FM�' •s'-v yF`r - `�' i`.,�� L•'R6 "' '""`k`R".fY"�p�"a i' ���/�r�.i�G� :^ k�L����� s �� �} ' �a",y k'�;.sad per'-'2.•"'" �""5'p' .y�r' ry 4 . ..•- �' �+...a d �- �? r •F. a.2 t r` o- 1F1i5° � LwG � `3 .,k� .f.. "•ir"s- �.f5 �. F @� tc.`�x, FuL 'i S`, S FG *A 4 a Ls tG'� `3-.KS' ' ✓Hb�. "s�'� C yrµ+ � bid` N N NVsZ� om� 21111 ±rD UK I r` t._..:.`. 'S�'y�ppssv{FFtc r Y �' r.��rt? tag- a rsa � smr gJ3i'YeY'Mt2-r�` -. TTro'S i t 'CS P-f�"t 'y} •t�"rt�p 'W.-S� 4 '" r'4 .Y y .,ti y.- y"F.Y'�y Y ♦ SisTF ) 1�.�`n (aj'Yiy, hx. MTV it.T'+.r2yyE�T� u�y 'i t —A i+- � a°n... Yi+ �. A 4 `Y'F t d T a - '3' 4 e^i pk -• i y t''- TITLE. �,_ < � ... DATE: . i17t%4 � inyiuCtions Phone.(303)562-2000 Cuvonter-NoI12009071 INVOICE rurcnaser, by acceptance of the merchandise agrees to abide by the terms and conditions of the (1)CPS Trade Policy, available on the cpdistributors.com writers and in published form at any CPS warehouse location and 121CP5 Account Application, required to be completed and acknowledged by CPS customers. CPS collects and remits sales taxes to taxing authorities for which the seller maintains an active license. Additional charges for freight, taxes, handling, restocking, etc. may appear on the invoice. All charges displayed are acknowledged by the buyer and buyer agrees to pay the total invoiced charges without adjustment. Do not write below this line z 1/23/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT M CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 138 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Lost lime/production. Expose and work around 2" orange TV conduit and 4" grey power conduit not shown on original plans. Lines located and potholed by CEI on 1119112. LOCATION: Storm line C3-1 Between INC3.1 and MHC3.5 MEMO NO.: 35793 MEMO DATE: 1/17/2013 COST CODE: 700-60042 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Forman 4 HR $ 55.00 $220.00 CAT 321 CLCR(05). EX33 4 HR $ 165.00 $660.00 CAT938G(03)-WL37 q 4 HR $ 110.00 $440.00 Laborers (2) 8 HR $ 40.00 $320.00 Side Dump (2) 3 - HR $ 85.00 $255.00 TOTAL Concrete Express, Inc., requests 4 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager $1,895.00 3 MEMO 1 1p JOB'# , 202 7. WEST, COLFAX -AVE'- -V -,,-.COST CODE: ...... --�I`.rENVER,,CO80204 na ISSUED _i._K _3'3FSL N NAME: ' NAME"' v. TITLE , DATE- DATE:. 01/05/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT M CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 112 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Lost time/production. Exposed unknown 2" white PVC conduit -damage ticket # A300401243. Fft Collins light and power and safe site responded to damage call. Safe site cleared as irrigation sleeve LOCATION: 156' west of MH C3.1 MEMO NO.: 35769 MEMO DATE: 1/4/2012 COST CODE: 700-60035 DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Foreman 1.5 HR $ 55.00 $ 82.50 Laborer(2) 3 HR $ 40.00 $ 120.00 W6e3CAT 938G yjJ,_,6J 1.5 HR $ 110.00 $ 165.00 EX-33 CAT 321 CLCR 1.5 HR $ 165.00 $ 24T50 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000, Sincerely, Ryan Dickinson Project Manager 615.00 t 2i }'[. >yF1 'S- aCM `ry "3"i'T> u"Y` i'�i Y "�F +TfPyC A s'� 'y $'A+ 5` YS -NJ- �(\' N i Y`� .'{i Y P Mai 'rya -.. "ei•} x+1. '' r^$.YF V� ,y,'vs5+a.. 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Li Y.6t 'c f�e�'�m� ' x-/ J s a cam. �a^y , - .Y'" ` 'v z °R: '.'Y°'C "t T C.+�' ` !t" f `-..k n, �I's�3:r.*«�c.'''-y�,��aLr'". of �` ''`'�. a"w `a': PAREW 5Er'o77 ["V z-C`:K > C XF t k 2 sLf/'lr! �*•`� �'�.L=3``S�.�lY''�z �/� '3"" 1E. .irlsF3'.ns`R S `.Fst3y�d. 3 �f .p. a31 vc 1Y 'S ,yy 4�-�S�) t�f"A .i '^t _.f-L• Fy "-ryfyr k "OW '#� H^i L..� w i# -h4 �iK33'�r..,�a.. -..k.S -IRV N�YLRev-+�i tn`i. i.¢ XpY �"t'm C y� tT 53t".i 'a St£n W1H7G-NI!M .3t �`_i' J.•, �( ..5. t z SF>r ¢: S �+v` � t ^_. S '^� `Fd¢i - 4 ${SYSTr Cf`:�.i..m+�.a+ �}J-k+� L. sA 2rL.c°f.-ti. -4. 5 .�5 '� �k &'CF' 4 �F-ya� 'ti9X "f 'a 7- �t+`RFW'4-n.4 A*s O°�Y fri s�75137-, �.�""���t;�� _.f �' ��YaiX^ " Lyv .4 `Af' f sM �. c'.i � -2001 z' T� Ri i•-�._ ?�f.� 4 ,6.�` `m' Y! <i-x + t 4'� C .i .AarY,fr^.nrY_?,�v�'. C{'-'i 'Y +°'L 4eif i"%d'"' HY.- �i}.� y "i .8'£� `ix �. sa'-� Xs }.�i "T{ 1�T '! O y U`If. C. L3-�k' d1✓ G J' �4 Nei n r1d' M1 }i�' g Yn 3d"-x 'ff.Y u� w •.-+ ."-1,.``z �.+. t "-,3' .'e. FtiS>3.`'--Y.0 2 �-.. �E'- t�Y c u.. arvx'L.._fC�.•^t�. .., �5�{,.-.�:},.g s: s" .} a .,:H �'. .-+.'�"W'4.FS ,cam qt; .1^' X S �>, 9 r...r �� -sedgy. LY f n4h' n w "1' '9YC." 'f Dw-� -+.�- y�-�a,� ,'-'z• < 7 1 $'c's+a� ZY.Y• -T .�.s 3a - � -.. r t ny- °' .0 f ,a^�Y .sg ,n.m- ,.,�_• y. k x � NAME .,, -v,,/+M17'Iflc�(_!/tl.-i `/�^f+%:/-•. �•'�' - NAME :* ' --}.... e__-._. .. • .�.<-. J TITLE �� iCyl„ �.:: _: a'T_[ s.- _ - ''° TITLE DATE -• DATE21 - _ , �,;� 91 Damaged Underground Facilities Report UNCC Damage #: LOCATE DATE: l7/ao%2oi.� DATE OF DAMAGE: JOB NUMBER:?_ FOREMAN & OPERATOR ONSITE: LOCATION OF DAMAGE (EXACT TYPE, SIZE & DEPTH OF DAMAGED UTILITY & PERSON CONTACTED: SEWER GAS GAS BLOWING? YES NO /f YES, Has the Fire Dept. been called? WATER YES NO 10, PHONE ELECTRIC CABLE TV OTHER (SPECIFY) WAS LINE MARKED? YES NO MISMARKED IF MISMARKED, HOW FAR OFF WERE THE MARK$? WAS LOCATE REQUESTED BEFORE DIGGING? YES NO WAS UTILITY ABANDONED? YES NO IF YES, WHO DETERMINED & CONTACT NAME OWNER OF DAMAGED UTILITY? ? WAS THE LOCATE ACCURATE? Y' YES NO WERE PICTURES TAKEN AFTER DAMAGED OCCURRED? k YES NO PROVIDE A BRIEF DESCRIPTION OF DAMAGE: ,ram. 4R ` o 7 0 JOB NAME: ;\ c\ JOB#: COST CODE: DATE: ISSUED TO: MEMO J C7 6d CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893.1949 DESCRIPTION OF WORK PERFORMED: '('; ''•.1 t; r ! 4 ii .. L, .. ,Y'i . - ! t 1 0 ~ I a SPECIFIC LOCATION OF WORK: >._�� i' BREAK DOWN OF HOURS CITY MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. MLABOREQUIPMENT To — CONCRETE EXPRESS, INC. NAME: i..-._ TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: r- a n�-OM ..�1N { w L `�,mp.'^,+"� vm: DESCRIPTION OF,�WORK PERFORMED , „tir cac[c. s35�.r-n:.rr..r'cc�. +cc �ri,c,PEi+,+i�. p�,F +� ` d .� `�'T �.9✓LL� ��Qf . 3'[{'iGT�C/ X'xpSU"��sKCc'..✓l�!'C1Js'.�}�l/�F�yC+.PCSf.ZiA� / lL��-0�RCJ�.`3 +d4��P ,[ Y4G �'F6 l.Pox+ 9"9 ,QIP t StiFSP /43 r Stw cl!_cr! 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Y r y p s INEMO` •.55 i 8wl --LZ ONCRETE EXPRESS, WC'4 *- 2027 WEST COLFAX AVE '-?a.f. .Q. l,f1FNVFR-rn anon• ._.-. �+.., ._ E, ; PHONE 303-5622000.FAX 303'893-1949 ' t i to c h,:t �, ♦.:.. ,� ��� k y.a.ih 7 Z. NAME _ - TITLE: -- .` _ TITLE. n r DATE.c,: '1t t" .J c�� 3 .: . ..: D ATE CE1` 4/15/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 148 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Precast inlet (built per plan) does not work with existing curb and gutter grades. Cut street side wall down. Extend walls of inlet's (inlet Type R 10) Drill holes to put rebar with epoxy Pour Concrete at 2PM - Grades off on existing curb and gutter LOCATION: by Line C3-1 at McClelland DR. MEMO NO.: 35488, 35787 MEMO DATE: 1/22/2013 COST CODE: 15, 700-60047 DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Foreman(1) 10 HR $ 55.00 $ 550.00 Laborer (1) 16 HR $ 40.00 $ 640.00 CAT 321 CLCR - EX33 1 HR $ 165.00 $ 165.00 #4 Expoxy Rebar 106.88 LB $ 1.06 $ 113.29 Rebar #5 40' long 69.533 LB $ 1.06 $ 73.70 Concrete 2 CV $ 95.11 $ 190.22 IUTAL $ 1,732.22 Concrete Express, Inc., requests 1 day for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. !> I� �O.0 1J D j CGnq'?il �� MEiNdS �3a I v� MfnAUS 2 srFM2 LJ r r JOB NAME: ten„/ir,�,i- JOB #: 12, c�29 COST CODE: 7 c'c.347 DATE: TO: MEMO 35787 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303-893-1949 swr r - Car sin n s uoec 4 ' ne � ceccr CoT BREAK DOWN -OF HOURS CONCRETE EXPRESS, INC. NAME: TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: MEMO JOB NAME: P y 5on Co r r"4v r JOB#: ZA_ oa-I COST CODE: -700 - (OO�/S DATE: 0 1 - A- 13 ISSUED 35488 /Y3 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: � k t< a w y//5 + Tr�r R /o) 'a 1, PY+'1 19 .tan-{ oar 9AI CKI!77A / G,<.4 r SPECIFIC LOCATION OF WORK: b„ Z 'n P A-F Mc "I e /IQn j A BREAK DOWN OF HOURS OTY LABOR EQUIPMENT MATERIALS HOURS EACH I TOTAL HOURS I TOTAL O.T. re`». V Trvcf Q 1 �q 6orF g za S r a r 4 v AL4!FAOt 12 LV-T (Ew EC) A(so RUTr 5?ii�Lfa� AA.EK,55 q�&Itl% ltk'(1510S ! 01%1Ul/Y-4L 1-iNfC Copy) .��d � - ;L0 a (-rc6at' Ll -' Y. x CONCRETE EXPRESS, INC. NAME: YAQ(z - TITLE,nR�LO DATE: sl- C � G, 0 v NAME: TITLE: DATE: max Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-06-13 Contract Change Description: Extra work associated with ING1.1 at Olive/Mason Contract Change Number: CCR 162 Date Received: 02-21-13 Date(s) Work August ugust2012 Plan Location(s): Storm Inlet ING1.1; BRT STA 1244+00 Description of Review: CEI quantified extra work associated with installation of inlet ING1.1 which included removal of flow fill material, installation of special fittings, potholing/excavation and pipe modifications. Field memos supporting this change request are attached hereto. The following change request items evaluated and approved or rejected as follows. 1. Removal of flow fill around existing utilities. This is the Contractor's responsibility to locate and coordinate as part of the construction delivery. The Contractor was made aware that the plans did not contain complete and accurate information related to existing utilities. This reference is made in items 8 and 9 on Sheet 4 of the General Notes. It is also contained in Section 01010 and 01800 of the General Requirements. Through these references the Contractor is obligated to coordinate with all utilities during construction and base their production of work on this assumption. Most utilities use flow fill as backfill in roadways. Having to work around flow fill in this area of the project is not an unforeseen condition. 2. Excavation to locate inlet further to south. This work is compensable as the inlet location was modified from that shown on the construction drawings due to utility and BNSF conflicts. Also compensable is the extra fittings and pipe installed to accommodate the new inlet location. 3. Forming of Type 16 inlet base. This work is part of the base contract. Amount claimed in CCR 162 - $3,465.93 (time and material) Amount authorized - $2,737.84 (paid as time and material through a work change directive) ngineer Acceptance: Contractor Acceptance: V U Page 1 of 1 MAX BRT Contract Change Request Reconciliation CCR 162 - Extra work associated with storm inlet ING1.1 Date: July 6, 2013 Lina ProflIi Ilid 1 1at: 0live, and,Mason , r; Field Memo If Description Labor/EaulD Class Ouantity y Unit unit Cnst Total cnct 32048 12" Pipe Fittings Foreman 2.0 HR $55.00 $110.00 Labor 2.0 HR $40.00 $80.00 CAT 315 1.0 HR $165.00 $165.00 CAT 938G 1.0 HR $110.00 $110.00 Pipe Materials 1.0 LS $402.84 $402.84 Field Memo # Description $867.84 Labor/Equip Class Quantity Unit Unit Cost Total Cost 32047 Excavation - inlet relocation Foreman 5.0 HR $55.00 $275.00 Labor 8.0 HR $40.00 $320.00 CAT315 4.0 HR $165.00 $660.00 CAT 938G 4.0 HR $110.00 $440.00 $1,695.00 32622 Pipe Installation Foreman 1.0 HR $55.00 $55.00 Labor 3.0 HR $40.00 $120.00 $175.00 Total Cost CCR 162: $2,737.84 E ORDER Project #: Change Order #: of Fort Collins 7332 MAX/BRT Date: on Corridor Project Subcontract #: Owner CO #: Cost Code: Subcontractor: King Surveyors, I ".�;,_, ctor: Concrete Express, Inc. 650 Garden Drive 2027 W. Colfax Ave. Denver, CO 80204 Windsor CO 80551 303.562.2000 970.686.5011 Fax: 303.893.1949 DESCRIPTION OF CHANGE: All Other Terms and Conditions of the Original Contract Remain Unchanged. This Change Order is not Valid until the Fully Executed original is Returned to CEI Office. Unit Price 4/19/13 - Field Design Grades (Not in Plans) $ 133.00 King Surveyors CC 4/22/13 - Verify Wall 3 Grades at Sherwood Lateral $ 332.50 King Surveyors CC 4/24/13 - Verify forms horizontally on wall 3 @ Sherwood $ 133.00 King Surveyors CC 4/26/13 - Mark top of Barrier/ Check top of wall at Wall 3 @ Sherwood $ 99.75 King Surveyors CC 4129/13 - Verify Wall 3 horizontal/vertical $ 133.00 King Surveyors CC 5/3/13 - Draw in sidewalk and CNG over box culvert at Foothills $ 120.00 King Surveyors CC 5/3/13 - Field Design ccurb/SW at Larimer canal BC $ 332.50 King Surveyors CC (5/6/13'- Verify plan elevation bust on Wall 1 B 4,_ , 133.00 King Surveyors CC 5/7/13 - Re -slope stake 38+00 to 48+00 $ 199.50 King Surveyors CC 5/7/13 - Rough stake Wall 3 for excavation/shoring $ 266.00 King Surveyors CC 5113/13 - Stake special curb at University station for conduits $ 66.50 King Surveyors CC 5/15/13 - Re -stake curb at SB Swallow station $ 133.00 King Surveyors CC 5/15/13 - Stake Irriagation tap at Pitkin $ 66.50 King Surveyors CC 5/15/13 - Verify Wall 3 beginning and Wall height $ 66.50 King Surveyors CC 5/20/13 - Re -stake storm line C2-1 $ 133.00 King Surveyors CC 5/21/13 - Re -stake curb at 85+31 to 86+75 LT $ 66.50 King Surveyors CC 5122/13 - Re -stake curb at McClelland tie-in $ 133.00 King Surveyors CC 5/22113 - Stake gate battery backup/gate stop bars @ McClelland $ 133.00 King Surveyors CC 5/22/13 - Stake storm MH at E4-1 per plan revision $ 133.00 King Surveyors CC 5/22/13 - Stake Wall 3 at Spring Creek caissons for drill pad excavation $ 133.00 King Surveyors CC 5/29/13 - Verify special curb at Swallow SB station $ 133.00 King Surveyors CC 5/31/13 - Stake Wall 3 footer 14001+78 to 14016+73.4 $ 133.00 King Surveyors CC 5/31/13 - Restake storm line E2-1 Jacking $ 66.50 King Surveyors CC 5/31/13 - Restake MSO pond overlot $ 66.50 King Surveyors CC 5/31/13 - Verify top of Wall 3 elevation 14017+58.4 to 14016+73.4 $ 66.50 King Surveyors CC 5/31/13 - Restake curb 149+60 to 147+50 $ 133.00 King Surveyors CC 6/3/13 - Reset benchmarks for Swallow stations $ 465.50 King Surveyors CC 615/13 - Get spot elevations for Mulberry NB re -design $ 199.50 King Surveyors CC 6/5/13 - Restake curb in segment 6 $ 266.00 King Surveyors CC Change Order Total $4,476.75 Original Contract Amount $212,373.49 2121113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 162 CEI PROJECT M 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: *' CONTRACT NAME: Mason Corridor BRT ' ._...�; DESCRIPTION OF CCR: Unforseen conditions and field adjustments directed by the City on underground utility work at Olive and Mason See backup for more detailed descriptions LOCATION: MEMO NO.: 32318,32048,32047,32620,32622 MEMO DATE: COST CODE: 700-70026, 700-70025, 700-70024 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 15.5 HR $ 55.00 $852.50 CAT trackhoe, Ex-35 1.5 HR $ 185.00 $277.50 CAT 938 loader 1.5 HR $ 110.00 $165.00 CAT trackhoe, standby 8.5 HR $ 39.23 $333.46 CAT 938 Loader, standby 8.5 HR $ 25.35 $215.48 laborer 29 HR $ 40.00 $1,160.00 12-DWV 114 bend 2 EA $ 231.00 $462.00 12 DIP Mega Lugs 121 1 LS S $0.00 12: MJ kits (2) 1 LS E E9.00 TOTAL $3,465.93 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, \ Ry ckin on Projec Ma ager MEMO • JOB NAME: JOB #: COST CODE: DATE: • ISSUED TO: DESCRIPTION OF WORK PERFORMED: i BREAK DOWN OF HOURS CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX: 303-893-1949 3231.8 S r .✓ II��-�� r n ISOM CONCRETE EXPRESS, INC. / / J NAME: ' e l tr '\ f f 11 I TITLE: FQ(e,llc1) DATE: �^ 80-^ / . ACCEPTED: NAME: TITLE: DATE: v- 6ir �.J MEMO JOBNAME: A4.5pnl JOB #: - 00 9 COST CODE: DATE: Q^c19-/z TO: 32048 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893.1949 SPECIFIC LOCATION OF WORK: o U I/e- 7t- Sri3 I`�Yq-( BREAK DOWN OF HOURS CONCRETE EXPRESS, INC. NAME:. de l t h /� 1. f L TITLE: Fore f-91✓ /' �tt DATE: ,; ^ d 7- /a, ACCEPTED: NAME: TITLE: DATE: C TIMBERLINE PLASTICS, INC. INVOICE ; -A" 6195 CLERMONT STREET COMMERCE CITY, CO 80022 Phone:303-289-2557 Fax:303-289-3168 Number 331257 ` Date 08/16/12 Page 1 Bill To: CONCRETE EXPRESS, INC. Ship To: CONCRETE EXPRESS, INC. 910418 2027 WEST COLFAX AVE. SAME 2027 WEST COLFAX AVE. DENVER, CO 80204 DENVER, CO 80204 Reference It Shipped Salesperson Terms Tax Code Doc N Wh Freight Ship Via 12-009 08/15/12 NO NORTH NET 30 DAYS 111111 320313 01 PREPAID WILL CALL Item Description - Ordered Shipped Backordrd UM Price UM Extension Ordered By KEITH 303-472-5 43 P300-120 12 DWV 1/4 BEND 2 2 0 EA 201.42 EA 402.84 GOSTCODE: �1 O DLF.. fiXRdPl Yes �'_ NO - PROJECT fAGR. � � I PF'ROVED 6S POSTED 7 7 Merchandise) Misc Discount Freight) Total Due 402.84 .00 .00 33.23 .00 436.07 '"""" GO GREEN'"'"' WE CAN FAX OR EMAIL INVOICES 0 0 EF MEMO JOB NAME: 69,5011) JOB #: l a - oo 9 COST CODE: �pj - 706a% DATE: YJ - g ? - rl ISSUED CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562.2000 FAX:303-893-1949 32047 DESCRIPTION OF WORK PERFORMED: J /p & /g(P_ Ai C To T_a!1/d/P Fi'Lle, ✓ ole% T re-e TO 7-� e _ Sn�TiF �rO 4 bi f 6� do TAIL 1 ✓o4%F SPECIFIC LOCATION OF WORK: R 5'no6J gg/ r, 6n L z-- BREAK DOWN OF HOURS CONCRETE EXPRESS, INC. / NAME: /1 e i? h e,rb y TITLE: m6„) DATE: - 7 - f ACCEPTED: NAME: TITLE: DATE: 0- MEMO JOB NAME: CO 1-12, ' CONCRETE EXPRESS, INC. JOB #:�9 2027 WEST COLFAX AVE COST CODE: ! DENVER, CO 80204 DATE: ���/ PHONE:303-562-2000 FAX:303-893-1949 ISSUED TO: DESCRIPTION OF WORK PERFORMED: lire roti 60 Gtl \TION OF WORK: BREAK DOWN OF HOURS I • c� . IL� ��- ROOM CONCRETE EXPRESS, INC.. NAME:�'�-�-- TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: GEt 51,?/I MEMO JOB NAME: JOB #: i 1� COST CODE: 601-1-196 DATE: :2E 13! ISSUED TO: cct2-- 32622 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303-893-1949 SPECIFIC LOCATION OF WORK: `j, �I,Q cl (Y�Q,�� SM C tprrt 4 z BREAK DOWN OF HOURS 0 CONCRETE EXPRESS, INC. NAME: r v TITLE: DATE:�— ACCEPTED: NAME: TITLE: DATE: TOTAL 6k 9/4112 Erika Keeton Special Projects Engineer City of Ft: Collins 281 N, Coilege,Avenue Fort Collins; 60 80522-0580 CCR NUMBER: CEI PROJECT #: 020 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: In order to remove existing inlet per plan, we needed to remove flow fill around an existing gas line with a chipping hammer. SW corner of Olive and Mason/ STA 1244+16.88 MEMO'NO.:" : 32318 MEMO DATE: 8/28/2012 COST CODE: ' 700-70026 DESCRIPTION QTY . UNIT UNIT PRICE OT TOTAL' CAT EX35' 3 HR $ 39.23 $ 117.69 Pipelaye�'; 3 HR $ 40.00 $ 120.bo' Labor. 3 HR $ 40.00 $ 12d.00 CAT WL39: 3 HR $ 25.35 $ 76.05 TOTAL $ 589.74 Concrete Express, Inc., requests 0 days for the above contract modifications. These are ail .of the visible effects of the above change we see at this time. We reserve the right to incorporate''6ther changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, JRyaiMcki n er GLi 4,/Co,J oN M1 J Q 111,fe (L25 ;Cts Engineer Venue CO. 80522-0580 ER.-' Ole 'T#: 12-009 ,NUMBER; 7332 DATEi NAM Mason Corridor BRT )NIOF CCR: 'Explore 5 additional feet to the south in order to confirm that the triple 16 inlet willworkefficiently. There was a rail road-:h-rn' electrical line Wit the additional: footage•. We dug byhand, pier ictyin'stnjctioins' let tipe.16 that was changed fTA a typical box 81... I base due problem of RCP, to a Olry SW cornier See redesign Sheet 304 32047,32060,32622 8/27/2012, 8/29/12; 8/30/12 'i66:7 . 0 , 024- PT10 I CITY, 7 j UNIT V UNII IjKlUe. I OT I TnML ThliiF7771� !6 HR $ 3 -2 HR $ 55.Z6 $ 5 HR $ 46;00 5.5 HR $ 39?3 $ 5:6 HR $ 40.00 $ 5.5 HR $ 40.00 $ 2S.35 $ i:2 HR, $ 55.00 A HR $ 46'.00 $ % TOTAL $ 175919 C., requests 0 days, fo'r the above contract modifications. se; are all of the visible effects of the above change we see at this time We reserve the right to xporate other changes as they appear in implementing this change. If you have any questions ardmg this change, 'please feel free to contact me at 303.562.2000. 01 llv may: Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 08-30-13 Contract Change Description: Extra work associated an existing underdrain at MHB3.4 Contract Change Number: CCR 169 Date Received: 03/07/13 & 8/20/13 Date(s) Work Performed: December 2012 Plan Location(s): Storm Manhole B3.4 Description of Review: CEI quantified extra work associated with installation of storm MHB3.4. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. The extra work associated with CCR169 is approved based on the most recent pricing revision. Amount claimed in CCR 169 - $1,690.50 (time and material) Amount authorized - $1,690.50 (paid as time and material through a work change directive) Engineer Acceptance: Contractor Acceptance: \./ � U Page 1 of 1 ma t CHANGE ORDER NO. 14 Exhibit A Project: Mason Corridor — MAX BRT Project No. 7332 (CEI project #12-009) Date: September 13, 2013 Description of Chance: 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 WCD031 which clarified the Public Information Officer scope of work; WCD049 which changed the main fiber backbone to 144 count fiber from 72 count; WCDO57 which changes the station handrail to carbon steel from stainless; WCD059 which added irrigation repair to the Whole Foods property; WCD060 which changed the type of railing along CSU's property; WCD064 which added subgrade stabilization in the guideway along McClelland; WCD065 which added grading and utility changes to the guideway south of Prospect; WCD066 which added paving at the Jack Christiansen track; WCD071 which added subgrade stabilization at STA 57+00, WCD074 which added tree removal in segment 6; WCD075 which added 30A breakers for TVMs; WCD077 which added concrete to adjust the height of wall 1B; WCDO81 which added unforeseen conditions to the jacked bores at E2-1 and F1-1; WCDO82 which reconciled outstanding contract change requests; WCDO83 which added guardrail removal at STA 151+25; WCD084 which,changed the Wall 2 block specification and WCDO85 which allowed for paver installation at Mountain and Mason. The justification for each change can be found in the attached work change directive forms and within each CCR review. Chance in Contract Value: The contract value is being increased by $75,756.04. Please see attached pending issues log summary and work change directives as summarized in the table(s) below. Work Chan a Directiveslltems SCC Item Number Description Contract Value Status 40.08 WCD031 Public Information Officer Scope $ clarifies and further defines PIO scope of work Clarification for MAX BRT portions of work '50.05' WCD049 Change Fiber Optic Cable to $ 52,167.09 Change to add extra capacity for future use - 144 count non grant funds from Light and Power 20.01 WCD057 Station Handrail Change - (156,200.44) $ (15620044) Changes all handrail at stations from stainless stainless to steel/ owder coat steel to powder coaled steel 40.02 WCD059 Whole Foods Light and $ 14,701.21 Adds repair of light conduit and wiring for Irrigation Repair Whole Foods parking lot 10.01 WCD060 Railing/Fence change at CSU $ (2g 379.65) Changes custom railing to Ameristar product along Type 7 barrierfor fencing along CSU's property 10.02 WCD064 Stabilization - STA 84+50 north $ 24,458.69 muck excavation and subgrade stabilization to McClelland from STA 84+50 to McClelland 10.02 WCD065 Prospect Shoppes Grading $ 24,951.41 Changes grades and details for this section of STA 179+00 to 182+00 uidewa construction 10.02 WCD066 JC Track Grading $ 87,856.01 Track grading and site paving/fencing changes requested by CSU 10.02 WCD071 Subgrade stabilization STA 57+00 to 58+00 $ 1,845.00 subgrade stabilization/muck excavation 40.01 WCD074 Cottonwood removal in $ 1,520.00 removal of large +48" cottonwood tree behind Segment 6 Whole Foods 20.01 WCD075 Add 30A breaker for Ticket $ 3,132.15 Adds/changes 20A breaker to 30A breaker for VendingMachines each TVM circuit Page 1 of 2 may: August 30, 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 Independent Cost Analysis — CEI CCR No. 197 30A Circuit Change — WCD 075 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 75 to install a new 30A breaker (single pole) for each TVM circuit. The 20A breaker shall be left on the panel as a spare. The Contractor shall adjust the panel schedules and labeling accordingly for the final as -built conditions. This work is to be completed according to Div 26 of the MAX BRT specifications. The work includes the supply and installation of the 30A breaker at each station. The Contractor is to install wiring from this breaker to the TVM and leave 10-feet of wire coiled for connection to the TVM (by others). Please find the attached proposed Contract Change Request #197 from CEI. In preparation of this Independent Cost Analysis (ICE), the total number of panels in which this change will take place was counted. Outside, online pricing was obtained for the unit cost of the breaker and is attached to the ICE as supporting documentation. The allowed 15% markup was applied in the independent cost estimate to the material price calculated. The total for the ICE is $2,698.88. As you will notice, the ICE is approximately $433.00 less than what is presented in the CCR by CEI. Taking in account the ICE is direct material pricing and doesn't account for any material markup by the subcontractor, I find the CCR to be within reason. Therefore, I would recommend an increase to the contract in the amount of $3,132.15 A Keith Meyer, PE Construction Project Manager CH2M HILL Team 970-988-8605 keith. meveraditescoservices. com Cc: job file aCEI , Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 169 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Lost time associated with unknown 4" PVC underdrain - dewatering, investigation of where pipe goes, added rock for stabalization of subgrade, and repair of 4" pipe. LOCATION: NearMHB3.4 MEMO NO.: 35715, 35712, 35716 MEMO DATE: N/A COST CODE: 700-60032 DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Foreman 3.5 HR $ 55.00 $192.50 Labor 10.5 ✓ HR $ 40.00 $420.00 CAT EX-23 2 HR $ 185o0 $370.00 generator and pump 2 I HR $ 100.00 $200.00 3/4" rock 15 TN $ 18.74 $281.10 4" SDR 35 PVC conduit 15 LF $ 6.90 $103.50 4" Fernco coupler 2 7 EA $ 61.70 $123.40 TOTAL Concrete Express, Inc., requests 0 day for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. $1,690.50 r/'rt,. I q\ 317113 ( Oil Erika Keetonol Special Projects Engineer p^ / City of Ft. Collins j 4NI IV/ 281 N. College Avenue Fort Collins, CO 80522-0580 yIr I 'v,ldr(L CE PROJECT#: 12009 �(rrL Wr'�'� TIC 71^aj CONTRACT NUMBER: I"- 7332 ,fa(Co( eQ-(IttS} µr/ CONTRACT DATE: rrirl fV%f rn , CONTRACT NAME: Mason Corridor BRT rnos4 laI a- J Mak^Y'(S DESCRIPTION OF CCR: Lost time associated with unknown 4" Pv� mruerurelrr- oewatenng, investigation of where pipe goes, added rock for stabalization of subgrade, and repair of 4" pipe. LOCATION: Near MHB3.4 MEMO NO.: 35715, 35712, 35716 MEMO DATE: N/A COST CODE: 700-60032 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL ®� CCR 098 1 LS $ 1,618.30 $1,618.30 \ CCR 103 1 1 LS I $ :+" - $366.00 1l Concrete Express, Inc., requests 0 day for the above co, -. t modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, J _ t Ryan ickin on Proje Mager 11 ,A Ku K $1,984.30 * —1 �,3 fP/ks ei /�G/oC �t 12/21/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 098 Void SEE CCR # 169 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Lost time due to unknown 4" PVC underdrain - pumping water, investigation of where pipe goes, and additional rock for stabilization of subgrade. LOCATION: Manhole B3.4, 5' east of manhole centerline 117 MEMO NO.: 35715 MEMO DATE: 12/17/2012 COST CODE: 700-60032 9OO DESCRIPTION QTY UNIT UNIT PRICE OT Z HR $ 55.00 Labor,(.1'r J2' HR $ 40.00 CAT 345BL (02) (EX-23) 2 HR $ 185.00 ITOflTALForeman(1) Generator and Pump 2 HR $ 100.00 3/4" rock 15 Ton $ 16.82 SDR 35 15 LF $ 6.90 IVIAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager 35715 MEMO JOB NAME: JOB #: 4Z ca. )?' COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: il�sr. aea� ncs- Ta ✓..,.t%✓aw�/ L/` .c,>� Li.,vn�nn�l - /�LY_�O�J!' N,`/TYY' J.�✓YCSi=I/�rzN / of .i/h/�. i=✓7G Gt3GY . Lhlr/,� .�3¢!l FPR STclsrY-'+�A.^fa[� SPECIFIC LOCATION OF WORK: �,p,�priyE- G'3 r� S s�-r .nx �rmvr✓v_r BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. .2 ,2 � Ls CONCRETE EXPRESS, INC. NAME: irr..�.:..cci �/i ✓r�r TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: <CEI� 01/05/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 103 VOID - SEE CCR # 169 i CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF CCR: Repair unknown 4" underdrain See also memo # 35715 & 35716 LOCATION: 5' East of MHB3.4 MEMO NO.: 35712 MEMO DATE: 12/21/2012 COST CODE: 700-60032 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 1.5 HR $ 55.00 $ 82.50 Labor (3) 4.5 HR $ 40.00 $ 180.00 4" SDR 35 15 LF $ 6.90 $ 103.50 4" Fernco 2 EA $ - $ - TOTAL $ 366.00 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. MEMO 35712 P JOB NAME: r/Ax/is/rS' .Ness✓ te�ssdlen JOB#: /.2ew4 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE COST CODE: Toe• "e 7 DENVER, CO 80204 DATE:PHONE:303-562-2000 FAX:303.893.1949 ISSUED TO: yer v DESCRIPTION OF WORK PERFORMED: S.c¢' ,SiS© waare 3r7/Si ?.f'J/,l SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. �s .ova- ;�._ CONCRETE EXPRESS, INC. NAME: �Gy,Od ,cAawrU %/� TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: :2 JOB NAME: .,,;,yc/G,oy JOB#: COST CODE: 7e�-6uva DATE: ISSUED TO: eny, nF F.Y. eeevnis MEMO 35716 oq� CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: sue,( 3S .auG SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS , .N CONCRETE EXPRESS, INC. ACCEPTED: �Jv NAME: NAME: TITLE /- 16..E __ter TITLE: DATE �f./F�/-+ �� DATE: ma c Contract Change Request Review Form Project Name: Mason Corridor— MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-06-13 Contract Change Description: Extra work associated with electric vault and dud removals Contract Change Number: CCR 170 Date Received: 03-07-13 Date(s) Work Performed: February 2013 Plan Location(s): BRT STA 151+00; storm line E2-1 Description of Review: CEI quantified extra work associated with removal of electric vault and dud bank from abandoned Light and Power facilities in conflict with storm line E2-1 Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. Removal of electric duct bank and vault. This work was an unforeseen condition and not completely identified on the construction drawings. The electrical lines are shown passing through this section of E2-1, but are not identified as a vault or duct for removal by the Contractor. Amount claimed in CCR 170 - $1,060.00 (time and material) Amount authorized - $1,060.00 (paid as time and material through a work change directive) Engineer Acceptance: I r V— Contractor Acceptance: TJ Page 1 of 1 yp`"Ts 317113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 170 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Lost time/production: Dewater abandoned electric vault before removals, not shown on plans as remove vault. Remove 20 LF of abandoned electric duct encased in concrete. LOCATION: Guideway Station 151+00 on 18" RCP Centerline MEMO NO.: 35534 MEMO DATE: 2/8/2013 COST CODE: 700-60057 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 2 HR $ 55.00 $110.00 Labor 4 HR $ 40.00 $160.00 CAT 345BL (02): EX-23 2 HR $ 185.00 $370.00 CAT 93BG (03): WL-33 2 HR $ 110.00 $220.00 Generator and Pump 2 HR $ 100.00 $200o0 IUTAL Concrete Express, Inc., requests 0 day for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. $1,060.00 Y 1 i H JO.13 NAME -JOB# G e9r` 1 _ COST CODE: , 7,g �c 3S'7 i- ;DATE 1E {{ =._ISSUED 1 - Y DESCRIPTION,OF WORK PERFO�RME t G!F T!� Al`l /fJJb 0 ^!-CFIYR 't' 1" .PG`%av6 ;ii0<i i� Ct� l� e1r/FI.T �... c IFIC+. ION. tea:: `,_�",SPECIFIC�L�OCATION:OE-WORK:`��egy tz.F A a}, f4 1 7tn'hr i �r• � f .. t �,.�1 ���.>GL'k iK:r'tR-vt•-4.�'+:.'lS i.'1.'21.7 BREAK DOWN,OF HOURSu � � i - e F 35534 MEMO y� CONCRETE EXPRESS INC. " J- 2027 WEST COLFAX AVE . - DENVER CO 80204 - --- _ PHONE 303 562-2000, FAX 303 893 1949 fy r I at Y f ' q x.- 3 r/....:��+A���11 "i.6'Le �'_�+�^�A. 4.YSI•a .hS��rti.e l ��._i�.'{3�-rt�iEL•Oi. ��..5k1 Y.�CFr`���t-evl�.al:".�a$'^ei.u•�rm�i.4i TOTAL'"HOURSk �•n 4::k €• TOTAL O TF.;' '. LABOR ,% �`EQUIPMENT4. -MATERIALS" HOURS EACH;" "ate t } i•SLrv�"ate-?`� �` `4 V'"� i`' 3 it[ i �. 'a MN_N55`�C" a� 'Uyt aS•5'` 'mod��" +e+ti' 4 Wit- N. :N' S R }_.a% ihfTM�d ey; 'e£.F .. Y �v "� w _ 4 .+x`s°aTAk QX3 e{ ?i'.^q"^" �� t?{ ''^-°Y�.'FYy g} ,S,fii y [ _Y. x.: -_ 3..� . .;' i .w1: t�W .r.'a4tS��'3/— IYG. lv. c�fittY.�-/ii .ti 3aR__ y3 aka 4+.%• ". / i' Y.-Y.J Y.' 4ri , YI^.'!aS f ��'y , F ,_''� 4 -•i `s+.. i s s a'�$ s-` K f`�F ',.`.,ice"., �i #Z�+� c ]' yN �iJ R; Rr }!�' �'� '. �, �• S .. ✓'Y. .a a., »7u w S h3 .s� Su � tt :# 'P' f`d � y F +•, pr1 6� ' aesv.�-�:,, GYf ,�'�'iv"� <.'i�"`z�_'�' '' -' 'C .' Y�v T"� �v'T.`^Pt r J '3 ��"^'� m" to 1 .r_,'x . .....�. k C 3`� _ +e� vim«- � y .r ek.�„ �`� '�. � . k • '»,'rY;e a'3= �.3 a e F: .-E J'a: u•-Y:l - t 4- Y F'� m +✓..r3 'IL S. ._. n u.,._ ♦. i. •.Y • .... - .. .:;' ♦ t-a s.. ,.:r.. v,x �; _ I Change Management Checklist Compliance Category Date Reviewed Reference Initials Reviewed for compliance with 8/30/13 Part of the build alternative, minor KM Environmental Assessment modifications to electrical panel Reviewed for construction/safety impacts 8/30/13 Included in traffic control plan for KM work in areas Independent cost estimate prepared 8/30/13 As attached to this memo KM Reviewed for PCGA grant compliance 8130113 Part of Build Alternative KM scope is included in SCC 20.01 Reviewed for real estate impacts/needs 8/30/13 Construction inside City KM easements and rights of way Reviewed for compliance with design criteha/ADA htto://vnvw.access-board.aov/ada-aba/ada- 8/30/13 n/a KM standards-dot.cfm may; Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-06-13 Contract Change Description: Extra work associated with E2-1 pipe installation Contract Change Number: CCR 171 Date Received: 03-18-13 Date(s) Work Performed: February 2013 Plan Location(s): Storm Profiles E2-1; various locations Description of Review: CEI quantified extra work associated with installation of storm line E2-1 in utility easements near BRT Guideway Stations 148+00 to 151+00. This request is varied in nature and includes time to work around existing utilities, pothole existing utilities and expose phone lines for relocation. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. Exposing and working around existing utilities. This is the Contractor's responsibility to locate and coordinate as part of the construction delivery. The Contractor was made aware that the plans did not contain complete and accurate information related to existing utilities. This reference is made in items 8 and 9 on Sheet 4 of the General Notes. It is also contained in Section 01010 and 01800 of the General Requirements. Through these references the Contractor is obligated to coordinate with all utilities during construction and base their production of work on this assumption. Working around unknown, not located utilities is an unforeseen condition. Delay costs associated with INE2.1 are not compensable as not only was the Century Link line in conflict, but CEI/Sage installed duct bank. The City has taken steps to modify the design of INE2.1 to resolve these conflicts. 2. Cost to expose private lot lighting and Century Link lines. This scope of work is an unforeseen condition as the private parking lot lights are not shown on the plans and could not be located or coordinated prior to construction. Costs associated with exposing Century Link's phone line to facilitate relocation are compensable. Amount claimed in CCR 171 - $5,105.00 (time and material) Amount authorized - $4,000.77 (paid as time and material through a work change directive) Engineer Acceptance: y� Contractor Acceptance: Page 1 of 1 MAX BRT Contract Change Request Reconciliation CCR 171- Extra work associated with storm pipeline E2-1 Date: July 6, 2013 revised July 17, 2013 storm LW�lne Profile`E2 1 -� Field Memo k Description Labor/Enum C1ac< n .• . ::..:« _:. �,.. 35590 Power line not shown on drawings ----- - -- ---- Foreman .......r 2.0 ..... HR vnn �OSL $55.00 :VIG: �UbL $110.00 Labor 5.0 HR $40.00 $200.00 CAT 345 2.5 HR $185.00 $462.50 $772.50 35805 Private Parking Lot Lighting Foreman 1.0 HR $55.00 $55.00 Labor 2.0 HR $40.00 $80.00 CAT 345 1.0 HR $185.00 $185.00 CAT938G 0.5 HR $110.00 $55.00 $375.00 35814 Unknown Utility Foreman 2.25 HR $55.00 $123.75 Labor 4.5 HR $40.00 $180.00 CAT 321 2.25 HR $165.00 $371.25 CAT938G 2.25 HR $110.00 $247.50 CAT Compactor 2.25 HR $80.00 $180.00 CAT 345 2.3 HR $29.23 $65.77 $1,168.27 35841 Excavate and expose Century Link line Foreman 3.5 HR $55.00 $192.50 Labor 8.5 HR $40.00 $340.00 CAT 345 3.5 HR $185.00 $647.50 CAT938G 3.5 HR $110.00 $385.00 CAT Compactor 1.5 HR $80.00 $120.00 $1,685.00 Total Cost CCR 171: $4,000.77 Cat 938 0.5 2 2.25 3.5 8.25 110 907.5 foreman 1 2 2.25 3.5 8.75 55 481.25 cat 345 1 2 2.25 3.5 8.75 185 1618.75 laborer 2 4 4.5 8.5 19 40 760 cat cp 433 2.25 1.5 3.75 80 300 4067.5 d 11}S }S W��h T W NPFciPd �0 �.X�r I VIA. C.PN'�_ RCQ CJ m L6 J i � s� C �,� �- GI7 t ��j 7(:�M."C�.. Me '1'n oc N9 r� �Ax1 IVi � /S�r4'1 1, i- rew' �c��eS/o:JPP i-6r p{' s� UP �LUlC✓ �`/od t rT_ Ajv � u / T/M� L� e" '�'rt� ((e ff `l �fi 1-1 c fl 'yv 1 CCR'NUMBER - 171 CEI'PROJECT'# 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE CONTRACT NAME -'Mason Corridor BRT DESCRIPTION OF CCR: Lost time and production associated with unidentified/unknown utilities conflicts with storm line E2-1 Also; crew was asked to dig up backfilled pipe for inspector to get as -built shots on newly installed pipe. LOCATION Storm Line E2-1 4xa, MEMO NO 35808135588, 35590,35811,35806, 35805, 35824', 35814,35841 MEMO DATE-.' 2/11 - 2/14/13 ' COST;'CODEi^ _ Varies.: DESCRIPTION QTY ' UNIT UNIT PRICE - OT TOTAL CAT 988G (WL 33),' `. ;, ? •'` 8.25 -. HR.. ' $ 110.00 '' . $907.50 Foreman (LT 207) -10:75 ; :. HR'- $ 55.00 $591:25 CAT 345E (EX-23)"i.' �'-- ,"':1225, - HR $ 185.00 c $2,2 66.25 26 - HR... $ ". 40.00'.. _ .- $1`.040.00. CAT CP433C Coinpacloi'(VR-5) -. 3.75 - HR -' $ `^ .80.00r '`:.' $300.00 TOTAL $5,105.00- Concrete Express Inc., requests 1 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Px.,aN�F',L`HBOR�'". �EQUIPMENTa kuMATERIl1LS HOURS EACH=. HOURSt MTOTAL O T-,,� * e`L aYa.%*�'i"'L' i'�i'7/'✓1'�'i� {a�t��7d'/�.w: 'i5.�ir �t�fi- ��e�Z #.t �:c �.�� �P"'p'a�'-r G, .N..,:t ��4� ¢ q �t� €"'3C.$J V"�,„§k:.'�.e% 4 N�.a� Gyro, j^ ��if 'TzFic .f �S`:g"f` k ✓C+ec i �q w ,.��cw" fi"5 �.,7" ?'$'�- ��+�y,�, i =iTy S Ff G��.�"�:. + �q '�"•• � z ram;;, c r� t_ ^ga �y 35�� Y .max _ � ..Snu'-r _a...%'w �c ,i .�.$"x.^,rv'�xi. 3 •S '` s.t2 s_ � y"a' i>Y.�a �^� 4 yy W z:r h Yx� 3m ------a.YY"i`^x 02r...�..+�.w.. T s {' `' «+�' 1 t-� '�e § i�a>v 1 °�' '."' � ny ,,, rL �''`' :� .+•' K'f^ as. c� 4 j9�ug "`aw- � 4%+:, �..�3 '.� h "ry3"lYnri � Y. S. EC`t..ii rv6, � a�� !�'r� N �• 4t'Ii S t"� I" 2a '�! 'C d. Ay t+2'. '. %r )..'^` i L ..y ._ �� r F° it TS h rt. :3w 'C4 �i �. 1✓`a • §.,..... x A:'%� -•e +r 2 't`s.. F " 4 y i -,.. A a. s C w L 3 tin "Zt w i i -E. R •� 4 V _ /�{� 1 iy . MEMO 5� COS F ' w 2020 MEMO 335805 Ott �cz JOB NAME: �!�r /n✓t; �?e svn/ cen/sa. JOB#: COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303.893-1949 DESCRIPTION OF WORK PERFORMED: SPECIFIC LOCATION OF WORK: 3`lt�L✓ /+"icy ,��.i z-� /v.� �.: BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. r.Al GT "07 r CONCRETE EXPRESS, INC. NAME: / %'c„VF. C. ; :Yrg ✓ey TITLE: DATE: ACCEPTED: NAME: op - TITLE* U7t\I:1 M35824 MEMO 07 ,LA JOB NAME: �/! i.*�tw✓ rnN,n�n�h CONCRETE EXPRESS, INC. JOB #: _,2- L-�eq 2027 WEST COLFAX AVE COST CODE: DENVER, CO 80204 DATE: s�j��/23 PHONE:303-562.2000 FAX:303-893-1949 ISSUED TO: DESCRIPTION OF WORK PERFORMED: pE�yy nib T ,ra✓ s ,� r �•r ,Pcu. F s Orr 36 ` ravni nd LXi��.D s✓Lrr- LOc��%✓ SPECIFIC LOCATION OF WORK: sYwc'v +�6 F.2-/ s✓cE-r• E1-/ BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. CONCRETE EXPRESS, INC. NAME: �¢lariilEX_ <'/tr�i4[1 TITLE: DATE: ¢//•i�i''3,/i ACCEPTED: NAME: TITLE: I5L'\13 r col �0 cLTABOR,q' ' �EQUIPMENM 4CMATERIALS�HOU .RS EACHt .,TOTAL HOURS° t .TOTAL"'O Tom- jk,�S, ti,�� �fia�srdu ki 4x,�.s'-'9' ap ,� "tiv x F� tiL '�'�k` rr �SL y i° ":i a iEarx S r w. , '�hr p$- s� .�� ,`3 ��ar y'`;�§ , g.� s 5� /tRN�I tyV/sL.�T$�iG�L/�d1�3S+J*''ZC yyFEgyw,�. z§,'S C % L ret i �t}2 f ✓S rv'F PG .+T44c' t f Q -fY ,LL2�i"1a.YT�/t"� 4 Y' '4� �#'v �{�t�'SS2''+� "c' 4 t F Tu 4C �� ' d€ :G/Y/'_`z8w.e'a Ssr ,. a "��+`y'T='"xs " §.;'^'-0� JiF N. in0 '+ i y'' k i� 3 l 4 i• k' rty A,ye)Y..i*3e yes �r �,ra-�� a`� N ryry*�' >r r� : � .N�'a"-'s o 4 . �a"a�r n� � ' k i s +'�r'4 ��fr.'��e� e E 10 _. d � +. A+ F � W'Ta-.fa W' b: :%�.. $ii✓�Jx�'/Pat+'.L'4,^� 'Sny. CSS�y.' a +t.a�Sp'V4^ 5`w y+.�y `3. $H a � �,e5sc. � P� 3 S e" ? �'x't `' k� 3 � c,.l:• l 4 Yy. f 3�` F# fi �.. .;,.$uF.+t a Y,mavAr +n `R a'1 J�jt �� Yz } a+,.ya�,m I Lu^e-,..«Lc T ,� -cg, "•' T'�-a$.Y"'v` -[/�1 �.;ai T"3,` •° ins �..s'n.r _.Sr A a c3 �, (MEMO ®� ~ 12 JOB NAME: GV� i'7 co CA7,4znr� JOB#: /1-ee4 COST CODE: 7oy. �-D6ro DATE: 4e/3� a 3 ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX: 303-893-1949 DESCRIPTION OF WORK PERFORMED: 3 2 SPECIFIC LOCATION OF WORK• ,y�,p•,,,t S4 r,,,�„ �cJ i BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. CONCRETE EXPRESS, INC. NAME: TITLE: DATE: �? ACCEPTED: NAME: TITLE: DATE: ditesco Date of Estimate: 30-Aug-l3 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (Y/N): Y Description of Goods (A) or Services (B): A Independent Cost Estimate Install new 30A breaker (single pole) for each TVM circuit. 20A circuit breaker shall be left on panel as a spare. Adjust panel schedules and labeling for final es -built conditions. Completed according to Div 26 of MAX BRT specs. Include supply and installlation of a single 30A breaker for each station electrical panel that contains a TVM circuit. Installation of wiring from 30A breaker to TVM locations is included in base contract. Install wiring from this breaker to TVM locations and leave 10-ft of wire coiled for connection to TVM (by others). Paid for as single lump sum addition to contract. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Beau Javemick Other (specify) Outside Pricing Signature of Preparer: Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Standard Items Product Cost $/unit Unit lQuantity lNotes TOTAL Delivered Data Source 30A!oI breakers S 138.05 EA 17 Outside Material Pricing$ 2,346.85 15% Allowed Markup $ 352.03 LS 1 Allowed 15% Markupon Subcontract $ 352.03 SubTotal I 1 1 $ 2,698.88 Cost of Services, Repairs, or Non -Standard Items Itemr-ask: Materials or Work Description Other Direct Costs Labor Rate ($) Labor Hours Labor Class Allocated Overhead SG&A' Profit Notes: Data Source TOTAL SubTatal •sem,g, Gaae,ai end ndmF.vas e a nzee TOTAL $ 2,698.88 JOB NAME •jftfJrw.«`.sss, c�zo`.'.`" ` 4 � F .a CODE*' rce.cceiN =-J . , DATE DESCRIPTION 'bFWORK'PERF_OR EDyf"X/31SL.-`- - - .fGb Y } - ' /n r:i' //er �i. .-.l e-i-.r .✓7y+e c.��-nsf '`s�.:� r '/' +v F rSPECIFIC L�OCATION'OF WORK s;:..a.r y P _ — t Y � L s t � � Y xBREAK DOWNtOFrHOURS' 4 ' «{j- `<2 "�, +• •_ �.: S ' I 4 A tap s £E z $ ' 1 %M t Y � i 4 a l 0o� i z� A. F � GE.✓iYa"Y 1.Y..+Y../�:ftXfi/GIEtf! Cbwtri1. f'r.. 7aT t 'k i ,• 5 ; i F 3 t} r Y'�4'.� a z caaA_' �a s j Gw, ,QTtY _ '� LABOR -"�: ;=EOUIPMEN'R 'MATERIALS �HOUR_S EAGHE •.ATOTAL.HOUW L-TO,TAL,OIT"S ^'"-.t `-Y 14 L � I 4 1# j'M3i-+y � y � �!*` z�,'M'tf '!• � � o ' � i. d i� Vy'{ 4 Z� r- ...�.pc L G .7r aK Y Ze x I f Wz i v. 141w✓(I1.5 t( CONCRETE EXPRESS INC?°• , ..=� ACCEPTED = `� a NAME ,...,.v r r'nr_.xs- .�%v9§ r NAME: TITLE TITLE' i. >s - DATE: DATE:. j ,.: aA*f Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-06-13 Contract Change Description: Extra work associated with B1-2 pipe e installation Contract Change Number: CCR 174 Date Received: 04-15-13 Date(s) Work March arch 2013 Plan Location(s): B1-2 near BRT STA 22+00 Description of Review: CEI quantified extra work associated with installation of storm line B1-2 in easement near BRT Guideway STA 22+00. This request centers on cutting the 54" pipe in this profile to fit the cross section of the retaining wall and headwall. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. The contract drawings (Sheet 258 attached hereto) call for installation of 17 LF of 54" Class V RCP. Our inspection records indicate CEI never provided 17 LF which caused much of the problem fitting the 54" pipe correctly into the wall cross section. CEI provided 16 LF which was field adjusted with a final concrete collar to make up angular adjustments and mis-cuts in the pipe. Multiple pipe cuts performed by CEI were with the wrong tools which further caused spalling of the concrete pipe and required neat line re -cutting. As such, no re -cutting of the pipe is justified as extra cost to the project. What is justified as extra cost is the time and material to adjust pipeline alignment from that shown on the drawings and to provide a large concrete collar to make up the difference. Amount claimed in CCR 174 - $4,712.00 (time and material) Amount authorized - $1,045.50 (paid as time and material through a work change directive) ,,oniractorAcceptance: v .— Page 1 of 1 MAX BRT Contract Change Request Reconciliation CCR 174 - Extra work associated with storm pipeline Bl-2 Date: July 6, 2013 __ ,..z..;, ,StormPipelfneBl2` ,F ...--...... Field Memo # Descriotion tahnr/Fniiir rlacc 35826 54" Concrete Collar Installation Foreman 3.0 HR $55.00 $165.00 35825 Labor 6.0 HR $40.00 $240.00 CAT 315 1.0 HR $165.00 $165.00 Concrete - Class D 5.0 CY $95.10 $475.50 $1,045.50 Total Cost CCR 174: $1,045.50 g_ w rg yry. 3 i� �a ..� O ONO BNSF RAILWAY ... .. -_ . . .... __ --- __/-_._ BRTGUIDEWAY_ ME_ RCERµD1iCNq'r' " p15inIE PVn ` . .. I g — m .M. ........717.7. ...... ........._. —[ �M. ....i...... f rupms mnwnc,rm eRL es ne ' i' w.a �M a reunm, u«n xun ' �k� 3ITlOR O__� 0 Z T® N„TElly N f4LM IS PESPrtRIRE (pl P[LIXAIIW µL NA �ICC��1'�gv EM W1P%Eld 'MLE93nMMn41Al[p SxMl CWnM.,i( µt xMx M0.W0 IKIP fiCRlti[3 .tl nAK PNInP to C0191PIICiIw. EF �SMW IK InUI iM Cl:v EPN1 IX RF2Nr WnIM [061 iL®,W MIP iI40.1i1E5. QRAINAGr LFGFNn EXISTTN PBS IM( D - �� S1W14RA i - wttax drta E xJ CO ® w �� M1I1® EW ACIIOI ....... ICO-vEM1L. iniW[ (t 11 FNtmT EXISTIW Aa Rrlm Dote: 10) 1/2011 Sheet Revisions MASON CORRIDOR BRT iyl t Colk1n$ z511U m . AM . ft �,S [. vm ier pnj'm.11 Construction Drawings 9 DRAINAGE SITE PLAN STA. 2H00 TD STq 2G+00 Project No. 1 FAe Name: 7073-I20U rainoge_SilePlan02A n Da[a Lommenle ma Horiz. Scale: 1"-20' VarL Seole: N/A No Revixiane: FL Collie: ➢OT3 Unit Inlormolion Unit Leader Wtinle Q Revieetl: DedgneJPZ Sbuelve 11nLan 0 Void: DetoAer;n NJN Sheet Number 268 O Sheet 5uLeeF. DRAINAGE I S Ml 4xelx Dla 01104 L;I-3UZ uk�.--3 \'v 4/15/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 174 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Remove, Recut and Reset 54" RCP per City direction Initial installation was in the incorrect location (on CEI), then pipe was reset, and then in conflict with caisson installation. Directed to move pipe to new location after a requested realignment. LOCATION: Storm Line 61-1, New Mercer Ditch Headwall MEMO NO.: 35825, 35826 MEMO DATE: 3/l/13, 3/2/13 COST CODE: 700-60072 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 12.5 HR $ 55.00 $687.50 Labor 40.5 HR $ 40.00 $1,620.00 CAT 321 CLCR (05): EX-33 11.5 HR $ 165.00 $1,897.50 2" Trash Pump (rental) 2 Day $ 60.00 $120.00 Concrete Chain Saw(rental) 1 Day $ 287.00 $287.00 2" Sub Pump 1 LS $ 50.00 $50.00 60 lb. Jack Hammer / Compressor 1 LS $ 50.00 $50.00 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. S-rcu-1-1ireIoct- e (3/1 Sincerely, co,'41't+ w crosse s- L,.P 4 PCtv- "I� $4,712.00 Ryan Dickinson Project Manager z) 2`0 co-� ot-f Ccl C14 V" a k J'f �6 CEI 3/26113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 174 12-009 7332 Mason Corridor BRT Remove, Recut and Reset 54" RCP per City direction Storm Line 131-1, New Mercer Ditch Headwall 35825, 35826 3/1/13, 3/2/13 700-60072 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 12.5 HR $ 55.00 $687.50 Labor 40.5 HR $ 40.00 $1,620.00 CAT 321 CLCR (05): EX-33 11.5 HR $ 165.00 $1,897.50 2 Trash Pump (rental) 2 Day $ 60.00 $120.00 Concrete Chain Saw(rental) 1 Da $ 287.00 $28T00 2-Sub Pump 60 lb. Jack Hammer - Comp.-9? (2, -N" I .S. r Concrete Express, Inc., requests 0 days for the above contract These are all of the visible effects of the above change we see e incorporate other changes as they appear in implementing this c regarding this change, please feel free to contact me at 303.562 Sincerely, Ryan Dickinson Project Manager TOTAL $4,612.00 (rol 10) I JOB NAME: JOB #: /% cn9 COST CODE: 704 -c 72 DATE: 3/i/9ai� ISSUED TO: o,;.y , ,' - ,-„ti _ MEMO 35826 L - \ 4 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX: 303.893-1949 DESCRIPTION OF WORK PERFORM/ED:/y.,/,romp Fiji � .-,,. ,pr�,.i f .,.. ,pFr. �_ S-i/ • 2 .�. C J SPECIFIC LOCATION OF WORK: BREAKDOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. S P CONCRETE EXPRESS, INC. NAME: TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: �E IN JOB NAME: JOB #: COST CODE: Y� Gno9? DATE: ISSUED TO: MEMO 35825 c '5�2- - \`--1--6l CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED:/�y,T SPECIFIC LOCATION OF WORK:�,`y�� BREAK DOWN OF HOURS s��sss ---�iL.'rwiftoIlw���,��� CONCRETEEXPRESS, INC. NAME: TITLE: c •�:,_, .; _ DATE: ACCEPTED: NAME: TITLE: DATE: MEMO 35825 JOB NAME JOB #: /2•q COST CODE: yom rcro72 DATE:t/lost ISSUED TO: CZyy os ,r/ Ccriv.� CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-662-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED'.. SPECIFIC LOCATION OF WORK: Lz �4i.i 1,nr, /! 2crr-,y BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. G. / 6 i Jr, CONCRETE EXPRESS, INC. NAME: �'GtP.vlr✓ !�E rae a TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: <. MEMO 35826 JOB NAME: Jsylx/'.v� �a"Xz yr JOB #: /2.ABc� COST CODE: 7,99 . 6oe72 DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: �-� F,rc-e�nr a 1 ,pf,,,ac v .PEc �/ -le v �'<.F tvrv<e: am /�spvc>�,.c✓ % .J ✓r o rri J SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. / 7 G ss ins / CONCRETE EXPRESS, INC. NAME: roc lely . TITLE: F- ,,,in✓_ -..�J• DATE: ACCEPTED: NAME: TITLE: DATE: ��. •�.�.� .....��..�.v vu vuu s�avm.va, a r v u, .iv , i. i , <r r v g -,ty, - —tt4u t Ul G4AGl... I'aSO I VI z. GRAINGER, Sign In 10 Sign Up for Email I New Customer? Reisman Now I L Call I Help II//® Czalog I Find it Sranch cart coneaine: (a) Items PRODUCTS I RESOURCES SERVICES WORLDWIDE REPAIR PARTS I Enter keyword or pad number _ I Electrical > Distribution > circuit Breakers Option! Atcessodce GENERAL ELECTRIC Circuit Breaker, 1 Pole, 30A, TEY, 277V, 14kA 1 Fri ''T rT 4 1 Write a Review I Read all Reviews I Read all Ask 8 Answer Share This Product, Circuit Breaker, Boll AIR Rating 141 Standard Circuit Breaker Type, Number of Pales 1, Voltage 277VAC, 30 Amps, 1 Phase Any Phase Connection, Min Wire Size 14 AWG, Max Wire Sae 10 AWG, Length 5.251n, Width 1.001n, Depth 3.061n, Screw Clamp Terminal Connection, For Use With GE AE Lighting Panels, Frame Size TEY, High Amp Trip Setting 575 Fixed, Max DC Voltage 125 V, Standards UU CSA 4ourdin0 aura, TEY Grainger Item # 3HXC3 Fi' Brand GENERAL ELECTRIC Price(ea.) $138.05 F` Grainger Item#: 31alwP3 PH.(eot $59.10 Brand GENERAL ELECTRIC lufr. Model # TEY130 1 UNSPSC# 39121601 Customers Also Viewed Ship Qty. 1 Sell Qty. (WIPCall) 1 Ship Weight (Ibs.) 0.76 Availability Typically in Stock ,. Catalog Page No. 287 Elecbonk Belli Tat Country of Origin Lamps' t2om7v USA Enlarge Image Brand: PHIUPSAOVANCE (eoumq at OHgm is subject to ehaes.) Grainger Item #: 1VN22 Price: $7J0 City �J LJ Add Grainger TripleGuard® repair 8 replacement coverage for $35.95 each. oi) Order onetime only C) Order now, then Auto-Recrder this item every Fl v Month(s) More about Aulo-RetxderM' Electrical Tape, W4x21M, Trail, Black, PKIO Band: SCOTCH Puce shorn may not IaBN Your pace Sign Inar register, Grainger Item #: 2A226 Check Availability Use your ZIP code to estimate availability. Pon.. $31.25 Ot Sly: ZIP code: Tech Add2ional omplianu Required Optional Alternate Repair SPees Information 6 P,eztrictiOni M505 Amassoncres Aaaeshorl Prodode Parts Item Glraa Breaker Item Type Parmimard IAWnt Clrcuil Breaker Type SWrgem Number of Poles 1 Amps 30 Duct Telle, 21n x 35 yd, 17 Voltage 2T7VAC and, Black Max. DC voltage IV) 125 Grand GORILLA TAPE AIR Rating 14k AIR120VAC 1u1 Grainger Item #: 1T1MA$ AIR 125VOC 10k PHa: $1514 AIR IS 2"VAC 14a AIR2T7rAC lak AIR AWDC I& AIR @ 55VOC 10 Phase Phase Connection And lni ennal Connection Soren Clamp y Min. Wire Size iAWGI to M.ax, Wire Size (AWGI 10 Length (Int 5I Width rla.) 00 Depth hn.i 3 W Inrtanl=_neous Too F6,I Ciraaa Breaker, lPole, 2", High Amp Trip Setting 52S TEY I72V i" nor Use With TE'! Rend GENERAL ELECTRIC Use , :L AS lightmp'_=nets standards U:, CSA Ganger Item #: Panelboard Mounting BOC-O;r Price: $lU 134.3030 Solo— I.RL}, Customers Also Geu9hl —� --- --- 1 of 5 i � Contract Change Request Review Form 4 Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-05-13 Contract Change Description: Extra work associated with Ft-1 pipe installation p p Contract Change Number: CCR 175 Date Received: 04-15-13 Date(s) Work Performed: Feb -March 2013 Plan Location(s): F1-1 Storm Pipeline (varies) — north of MHF1.2 Description of Review: CEI quantified extra work associated with installation of storm line Ft-1 in easement near BRT Guideway STA 178+00 to 182+00. This request is varied in nature and includes time to work around existing utilities, unstable trench materials and demolition/replacement of 6" thick concrete bike bath. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. Exposing and working around existing utilities. This is the Contractors responsibility to locate and coordinate as part of the construction delivery. The Contractor was made aware that the plans did not contain complete and accurate information related to existing utilities. This reference is made in items 8 and 9 on Sheet 4 of the General Notes. It is also contained in Section 01010 and 01800 of the General Requirements. Through these references the Contractor is obligated to coordinate with all utilities during construction and base their production of work on this assumption. As the private power line was not in direct conflict with the pipe alignmentrinstallation this work is not compensable. 2. Cost to remove/replace 6" concrete bike trail. This is the Contractor's responsibility bid items for pipe installation (items 603). Addendum 2, items 20 and 21 clearly provided direction to the Contractor that all removals associated with pipe installation are paid for at contract unit prices. All surface restoration associated with pipe installation shall be incidental to the pipe costs per lineal foot. This includes all work associated with storm line F1-1 including the 6" bike trail. This work has been paid for at contract unit prices. 3. Cost for unsuitable trench materials and stabilization. This is the Contractor's responsibility as the 603 bid items were bid complete in place (CIP) with structural excavation and backfill (per Section 206) incidental to 603 bid items. This is provided in the Project Special Provisions, Revision to Section 603, part 603.12. This specification section means all necessary removal and replacement of bedding materials to conform to the project specifications and plans is incidental to this work item. Amount claimed in CCR 175 - $4,199.10 (time and material) Amount authorized - $0.00 Contractor Acceptance: k Page 1 of 1 4 4115113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 175 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Storm Line F1-1 1. Sub ex saturated pipe subgrade+stabilize with extra depth 3/4" washed rock. Distan, north of manhole + extra depth rock @ 39' 1 1/2 VF, @ 44' 1 1/2 VF @ 52' 1 1/2VF, @ and @ 80' 1 1/2VF, @ 108' 1 1/2VF, @ 142' 1 1/2VF 2. Lost time/production to work around/cross under (2) 2" pwer conduits not shown on I Lines are power to Mason Trail lights 3. Remove 6" thick concrete paving of mason trail removals not shown on plans LOCATION: Varies along Storm Line F1-1 MEMO NO.: 35832, 35834, 35801 MEMO DATE: 2/26/13, 3/6113 700-60071, 700-60067,603- COST CODE: 01605 DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Foreman 3 HR $ 55.00 $165.00 Labor 6 HR $ 40.00 $240.00 CAT 345BL (02): EX-23 3 HR $ 185.00 $555.00 CAT 938G (03): WL-33 3 HR $ 110.00 $330.00 CAT CP433C Compac. (99): VR-5 3 HR $ 80.00 $240.00 Concrete Patch-6" 36 SY $ 39.10 $1.407.60 314" Washed Rock 75 TON $ 16.82 $1,261.50 TOTAL $4,199.10 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. I) OGe V 7-D TN-K-C� @tom TAMS Sincerely, m0"1" 1) ce $ Ilse 2)'"I rodl OwA � �ws aeWPr�u 21 /i ,� sf�eWX11L/� ' Ryan Dickinson J/ rat re'��� I reM r�✓�' 1 Project Manager 11_ o-1'�et.— .n•P'Q 1I0e•^ 3/26/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: 175 12-009 7332 Mason Corridor BRT Storm Line F1-1 Varies along Storm Line F1-1 MEMO NO.: 35832, 35834, 35801 MEMO DATE: 2/26/13, 3/6/13 700-60071, 700-60067, 603- COST CODE: 01605 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 3 HR $ 55.00 $165.00 Labor 6 HR $ 40.00 $240.00 CAT 345BL (02): EX-23 3 HR $ 185.00 $555.00 CAT 938G (03): WL-33 3 HR $ 110.00 $330.00 CAT CP433C Compaq (99): VR-5 3 HR $ 80D0 $240.00 Concrete Patch-6" 36 SY $ 39.10 $1,407.60 3/4" Washed Rock 75 TON $ 16.82 $1,261.50 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager $4,199.10 35801 MEMO JOB NAME: .�141W,11-7- JOB #: /,2. cog COST CODE: Cos GIcT DATE: ISSUED CONCRETE EXPRESS, INC: 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE: 303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED:r.�z .rr>/.' i/Qn /,dCOn./ ?/Y .Au'_i E°'^'.• /J.,s� � :rxr ci .s�J. sr •[ i'-i •i /J in /r'_'f SPECIFIC LOCATION OF WORK:3� ' -,,,%W,-1 r lizs !/ .2 BREAKDOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. 7ST�:. B CLN o� �ICA-77I'n� •. CONCRETE EXPRESS, INC. NAME: fFf!/.ec/ �Oo«y.-�%✓/ TITLE: DATE: ACCEPTED: G SIL NAME: TITLE: DATE: MEMO 35832 JOB NAME: JOB #: /> !u? COST CODE: '7c7 Gaa�i DATE: ISSUED TO: - �- ci- rr G.'te , CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: Lcsr r-..,c%.�.y rrr.� •. % SPECIFICLOCATION OF WORK:.m BREAK DOWN OF HOURS QTY -LABOR .EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. 1 trrar, 3 C L, S 6'„J cna on15 Lcr It (ff ROD 7)cnl?z LVL TES 5lswnl0 IN dCASvG 5. rti.�il CONCRETE EXPRESS, INC. NAME: ,..;.z;rd /;erre,- TITLE: rage, y-✓-/r��a*" DATE: !ly ACCEPTED: .lil (��� NAME: TITLE: DATE: � 4 35834 MEMO JOB NAME: JOB #: '!"? v9 COST CODE: DATE: ?�9a?a.•� ISSUED TO:C_�,, a, CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX: 303-893-1949 DESCRIPTION OF WORK PERFORMED:- - SPECIFIC LOCATION OF WORK: rr ,. .F �i.�, „_ter -., BREAK DOWN OF HOURS wrvutct It txPRESS, INC. ACCEPTED: NAME: NAME: TITLE: DATE: TITLE: DATE: f dP" ice! may: Contract Change Request Review Form Project Name: Mason Corridor— MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-05-13 Contract Change .Description: Extra work 4-1 k associated with Bpipe installation p p Contract Change Number: CCR 179 Date Received: 04-12-13 Date(s) Work Performed: Feb -March 2013 Plan Location(s): 64-1 Storm Pipeline at IN64-2 to INB4.3 Description of Review: CEI quantified extra work associated with installation of storm line 134-1 in easement near BRT Guideway STA 75+50. This request is varied in nature and includes time to remobilize, reset pipe and re -survey portions of this pipe alignment. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. Work Change Directive 026 that addresses construction of the Chipper's Lanes retaining wall and modifications to pipeline alignment 134-1 was issued to CEI on November 27, 2012. The extra work claimed in CCR179 is due to improper work sequencing by the Contractor over the months of December 2012 — March 2013. Coordination of installation of work items issued by the Engineer is the Contractor's responsibility. Any modifications to the plans issued by the Engineer need to be presented by the Contractor through an RFI or other correspondence. This was never done here as conflicts were not known (if any), and any modifications required in the field were due to lack of Contractor coordination or communication between work trades. Amount claimed in CCR 179 - $6,353.31 (time and material) Amount authorized - $0.00 Engineer wwNiai i�c. l:OniraCWr Acceptance: = Page 1 of 1 max Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-05-13 Contract Change Description: Extra work associated with B4-1 pipe installation Contract Change Number: CCR 179 Date Received: 04-12-13 Date(s) Work Performed: Feb -March 2013 Plan Location(s): B4-1 Storm Pipeline at INB4-2 to INB4.3 Description of Review. CEI quantified extra work associated with installation of storm line 64-1 in easement near BRT Guideway STA 75+50. This request is varied in nature and includes time to remobilize, reset pipe and re -survey portions of this pipe alignment. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. Work Change Directive 026 that addresses construction of the Chipper's Lanes retaining wall and modifications to pipeline alignment 64-1 was issued to CEI on November 23, 2012, and again on November 27, 2012 through the project SharePoint site. The changes between both postings of this WCD were only to correct elevations on MHB4A that were transposed in the original issuance on 11-23. A subsequent posting of the WCD was done on December 16, 2012 to clarify the wall width. None of these changes materially changed the pipe installation or work sequencing. The extra work claimed in CCR179 is due to improper work sequencing by the Contractor over the months of December 2012 — March 2013. Coordination of installation of work items issued by the Engineer is the Contractor's responsibility. Any modifications to the plans issued by the Engineer need to be presented by the Contractor through an RFI or other correspondence. This was never done here as conflicts were not known (if any), and any modifications required in the field were due to lack of Contractor coordination or communication between work trades. Amount claimed in CCR 179 - $6,353.31 (time and material) Amount authorized - $0.00 Engineer Contractor Acceptance: Page 1 of 1 CEIv: 4/12/2013 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 179 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: 1. Mobilization back to B4-1 to Reset 88LF of 14" x 23" HERCP 2. Reset 14"x23" HERCP removed on 2/13/13 for retaining wall construction Total pipe reset 871f, 401f shown on memo to replace pipe damaged while on site, pipe from stock pile @ MSO pond 3. Remove 871f 14"x23" HERCP, backfill for Inlet B4.3 for wall construction, 561f of pipe set 12/4/2012, 311f of pipe set Inlet B4.3 excavation on 2/5/2013 4. King Survey to restake portion of storm line 134-1 after new retaining wall construction - Mark Inlet only LOCATION: Storm Line 134-1, Inlet B4.2 to Inlet 34.3, W CD 26 MEMO NO.: 35818, 35822, 35810, 35819 MEMO DATE: 3/13/2013, 3/8/2013, 3/8/2013 COST CODE: 700-69004, DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Truck Driver (1) (Lowboy) 4 HR $ 115.00 $460.00 Foreman (1) LT 207 4 HR $ 55.00 $220.00 Operator Ex 37 4 HR $ 185.00 $740.00 Operator W L 33 4 HR $ 110.00 $440.00 Labor(3) 10.5 HR $ 40.00 $420.00 Side Dump (2) 2 HR $ 85.00 $170.00 3/4" Washed Rock 43 TN $ 16.82 $723.26 14"x23" HERCP 40 LF $ 77.00 $3,080.00 Surveyors(1) 1 HR $ 700.05 $100.05 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. $6,353.31 These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Ch7 clze+� or TU2 2�q . Sincerely, � i � n� 0d COMB aot por Ryan Dickinson Project Manager 1nerJ '��o�la w� 1�c1Jae IN �jC� CvS�% P,,Aj u�,is re\PldlAl lAll 7 ON i?ACID S�i7� JOB #: /7 COST CODE: DATE: ISSUED TO: f ,- 358-10 MEMO CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. 1M 5 ccNk:�" CONCRETE EXPRESS, INC. NAME: TITLE: DATE: :1!. % / l ACCEPTED: r ► maftWORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 075 PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): TVM Circuit Change to 30A Breaker This work change directive directs the Contractor to price and, if accepted, install a new 30A breaker (single pole) for each TVM circuit. The 20A circuit breaker shall be left on the panel as a spare. The Contractor shall adjust the panel schedules and labeling accordingly for final as -built conditions. This work shall be completed according to Div 26 of the MAX BRT specifications. The work shall include supply and installation of a single 30A breaker for each station electrical panel that contains a TVM circuit. Installation of wiring from the 30A breaker to the TVM location is included in the base contract. The Contractor is to install wiring from this breaker to the TVM locations and leave 10-ft of wire coiled for connection to the TVM (by others). This work shall be paid for as a single lump sum addition to the contract. This change is being initiated by the City as the Ticket Vending Machines were not specified or procured with the BRT contract. Their procurement was handled directly by the City through a separate procurement. This led to Michael Baker sizing a TVM circuit off of unknown equipment. This WCD corrects the circuit size to the Scheidt Bachmann TVM equipment provided by the City. Attachments (List Supporting Documents): CEI supporting costs; Panel Schedules previously issued through WCD046. 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: ��. (- June 1, 2013 ner Date Recommended By: %� June 1, 2013 Construction marnager Date Copy: Owner; Engineer; Field File - SharePoint WCD075 TVM CIRCUIT 30A 06-01-13—DRAFT FOR PRICING PAGE 1 OF 1 JOB NAME: JOB #: COST CODE: DATE: ISSUED DESCRIPTION OF WORK PERFORMED: -z- SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS MEMO 35819 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE: 303-562-2000 FAX: 303-893-1949 QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS ' TOTAL O.T. CONCRETE EXPRESS, INC. NAME' TITLE DATE: ON IfAck 5iPLl JOBNAME: JOB #: 1,2 '� 9, COST CODE: z-,/o, 4/ DATE: /"4 f MEMO CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE: 303-562-2000 FAX: 303-893-19461 ISSUEDTO'.,,-, a OF WORK PERFO WORK: nroftokl nc WnI IRS CONCRETE EXPRESS, INC. NAME: TITLE: DATE: ACCEPTED: NAME TITLE: L 0 DATE. AC fL 5y/9e MEMO J& .. JOB NAME: Fri;✓is'a%r'2:s>,, r"'.: rz6..,"._.�.. JOB#: COST CODE: DATE: ,m no WnRK PERFI LOCATION CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-8934949 ACCEPTED: CONCRETE EXPRESS, INC NAME: NAME: ,.a:a v! r:'-...: TITLE: TITLE: - "'Y`-' DATE'. DATE:./;/',�" 01- \z IS \ q \\ • \ �9�� w(A 2"} .19s�� : o Soso. o • \ S_o�. 'c .rt C.O �'z�o � / z mess � S=<a-� a.-.s � Z Z �� z�� c Q,.�: �..� off. o � � 12'.e . • , ma>,*F. WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 026 PROJECT: Mason Corridor - MAX BRT OWNER: City of Fort Collins - Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: Description of Work: (Title of WCD): Storm Line B4-1 Design Changes This Work Change Directive (WCD) clarifies design changes to the contract for storm line 134-1. It changes the alignment and configuration of line 134-1 to include two inlets and one additional manhole (see attached drawing). To address incomplete design for this pipeline segment that was not constructible.. The design as presented in the contract drawings did not match field conditions. Revised plan and profile• grade• sheet (replaces plan sheets 317 and 277 (as applicable) according to the stations and locations provided. 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: / . �,, •'LGT'^— November 23, 2012 - caner Date Recommended By:November 23, 2012 Construction Mdnager Date Copy: Owner Engineer Field File - SharePoinl WCD026 STORM LINE B4-1DESIGN-CHANGES 11-23-12 PAGE 1 OF 1 FEE srn �st4o IN 84.1 Z7' Kr Ft= 3q,18, /NV Owf? 3/, 68 l4XZ3 NEUPe Z• S'/. INN 34.3 ¢}� S4, Z ?am+ 3S.90 /ro✓/N (w) - 31.70 lNV Iv 6)J; 31.47 /M/Our, ; 31.tl /4XZ3 /1KKcp .<M. -75-tSB•Zo � p,40 m o M b y, M Sia2m L/NE 34- 1 2 �'E" .DES/6n1 Hannah Seely From: Hannah Seely Sent: Monday, November 26, 2012 10:17 AM To: Bird, John Cc: 'Applegate, Mike' Subject: Line B4-1 Redesign Attachments: WCD026_Storm Line B4-1_design-changes_11-23-12_draft.pdf Hi John, I just wanted to let you know that line B4-1 has been redesigned because of a utility conflict. We've added INB4.2 and MH134.3. Erik thinks the inlet is pretty shallow so we'll just cast that one. As for the manhole, we'll probably only need the deck for that from you. Let me know if you have any questions. Thanks! Hannah Seely 40 Project Engineer Concrete Express, Inc 303-994-1452 hseelV@)ceiconstructors.com Hannah Seely From: Hannah Seely Sent: Wednesday, December 05, 2012 8:28 AM To: 'bobw@kingsurveyors.com' Subject: WCD-026 Attachments: WCD026_Storm Line B4-1_design-changes_11-23-12_draft. pdf Hi Bob, Here is a work change directive that we have recently received. It is regarding Storm Line 64-1. Thanks! Hannah Seely lft� Project Engineer Concrete Express, Inc 303-994-1452 hseely@ceiconstructors.com Foremans Daily Report �M_�R Foreman: Mike French Day: M W R F S S Date:�,,��/�ez Job Name: Job #• ve Slte'safet rc one a Planningone roe site Conditions Circle TampRange & Conditions Performance Review Rating. 1= Falls Really Short 2=Falls Short 3-Meets expectations 4=Exceeds Expectations 5=Far Exceeds Expectations Remarks: Safety Meeting Safety Inspection Pre -Task Plan Competent Person Maim. Erosion Control Utility Locates Potholing Injury or Damage Incident Report (V Y 0 Y Y Y N N N N N 10 a Q Locates Survey Testing Inspection Trucking Traffic Topo subs Order MaN Y 0 Y Y 0 N N 0 N N 6 N N rem erasure; 6 -ee vo - so Preclpilation: Llgttuneavy Rein Hell Sleet Snow Sell ciasification Insioection /33./ Visual inspection ' Manual Test C'?fN . BYSIGNING THIS DAILYREPORT, THE EMPLOYEE STATES THAT ITEMS 1 THRU 3 (below) ARE TRUE 1. 1 have not had an accident or been injured on any jobsite today. 2. ]did not witness any accidents or injuries on any jobsite today: 3. Mv hours for todav are accurate. su face Water Y10 Trench box used YAO actual SloeZ2pc Soil Type A B Emf1 Em to ee Name Tim In Lunch YIN Tlm° outEmployees Cost Code #Hrs Cost Cade if Hrs Equipment fF Hrs Review Total ix Signature e • Ogle / &-o • o/S .2 Go3- o/i / off• oo e �/O Zr2 .SOUL _SG.UP -'7.*&& >1 Sr3o Toe• SZo/ 3 60 o/ / S !✓L- v3 /� 3 (/ .��� ,?o,=. oo,yoo .S 6oS-ois Z O So 7:cc 3.51 -$e'i- oe w /.S SOS• a/ 3 Billin Quantities Refer to Billing Form Items Use back to provide accurate measurements) Pay Items Goal Qty Actual Qt s Notes Pay Items Goal Qty Qtys Notes Document: Direction / Agreements / Utility Conflicts I Delays 1 Chan es/Utillt Hits & Fault: z - f. 64.1 List T&M Memo #s (Attached): 3573-2 G CQ Oi S! a� F4C LS3-/ SNaI.><asY [flan/ a✓ mar �As- �'wZI.. _ � rrrar f /Or ow.x Foreman's Signature: Radio# %% Foreman: Job Name: Mike French s Foreman., Dail Re ort . ,- Da T W R F S S Y' Date: COMM Job#: / .so9 Site Safety nee Planningnoe Site Conditions Circle em2 Ran e & condltions Performance Review Rating, 1= Falls Really Short 2=Falls Short 3=Meets expectations 4=Exceeds Expectations 5=Far Exceeds Expectations Remarks: Safety Meeting Safety Inspection Pre -Task Plan Competent Person Maint. Erosion Control Utility Locates Potholing 14vo Injury or Damage Incident Report 41 4? Y LV Y Y N N N N N N Locates Survey Testing Inspection Trucking Traffic Topo Subs Order Mat'I W Y eV Y zV Y a 3 N N 6 N N EOTrench N 1 N rem cretwe: oa do 7o-so Precipitation: Ughtfheevy Rein Hell Steel Snow Soil ciasification Inspection 6z1.1 visual inspection . N Manual Test �y 6 BYSIGNING THIS'DAILYREPORT, THE EMPLOYEE STATES THAT ITEMS 9 THRU 3 (below) ARE TRUE 1. I have not had an accident or been injured on any jobsite today. 1 did not witness any accidents or injuries on any jobsite today 3. IVIV hours for todaV are accurate. Surface Water Yl box used Actual Sloe1&0;02. Soil -Type A B Emtt Employee Name nmom Luncn YIN nine outEmployees Cost Coda #Hrs Cost Code #Hrs Equipment #Hrs Review Total# Signature "1i Y C E e = 30 42/P, eo 'a/ 9 603- of 603 4o i SAuL e 7.•ea Y 7: 700• o/ 9 EX•3J 6 .3 v � CF � a cu / ee-5'�B'/.� F0 • a � w< • 3� 3 JL•' w�'!o. L�/� . r/oY Y 7s.•r 7. B0 Y / 'ycrN 6o0• �... Billin Quantities Refer to 131111n Form Items Use back to provide accurate measurements Goal City Actual Qt s Notes - Pa Items Goal q Actual Q s Notes ' *Documant: .0.; dG�el / -tion / A reements 1 Utllit Conflicts / DelaysilChantleslUtility Hits & Fault: r0-/ e O List TB.M Memo his (Attached): Foreman's Signature: Radio # _- - 7 - Superintendents's Signature: 4! 9- Radiog, /:5 Fed From: COFC Light and Power Transformer Voltage: 240/120 AIC 30,000 Enclosure: NEMA I/NEMA4 Panel: LCCI (BRT TM) Phase: 1 Bus Ampacity: 100A Neutral: 100% Ground: STD Wire: 3W Main: MCB Mounting: Surface 30A per this WCD Combined LCC1/TM CKT No. CKT Description Load CKT Breaker CKT Breaker Load JCKT Description CKT No. VA I Tye P A NoterNote A / P Type VA I Underpass Lighting (24/7) 330 CL 1 20 1 20 1 L 300 Pedestrian and Step Lighting' 2 3 Underpass Lighting (24/7) 330 CL 1 20 1 20 i 1 L 375 Pedestrian and Ste Lighting" 4 Platform Lighting (TM3 5): i :v, `� 1.3002 �' , {`^;;Pv ,� 1'�'i'2 •d .a""40Vv, ^ ,. 243�`i�C;;h201 ,M �.r•?':#1{' p W'k5�i C4 y. "�P.`300>;, .7, L. v:"..;,/r.,zj,•;� rl:. Y V,;'uwl� .: v. 500J.S'mun catlorEquipme'nt•ITMt4)t�.w,�9 Canopy Lighiln' (TM1), -500:'�'F i1L ""' 13 ".'20'. ,,ti 'a .2�514: 15 1 L 300 LCC Lighting Control Circuit 30 WalkwayLighting(TM7,9)+' ':200: r L; '; 2 °.'20, "4 .2''. 15 1 R 180 LCCI Maintenance Recept 12 e13i . . '..,`r. ; '1 :, 200: +. ll500Iriigztibri:Controller(TM30)a±�.f'.a 15 •�' Maintenance Recept(TM11)s` ..,500t :, R;-.. 1 .'%3: 20` -f '2-. �20 1 Spare 16 17?• CCTV Ca meras7TM6) 500. -( 5 -ti Ir 20` 2 nx'- 20 Ispare 18 'y 4_19`" Lighted St' atioh Sign( ),x,tr, .500?; r L 4 ''e l =• r-^20, S `: 2 Space 20 _ :21,,;_"r• Sound System'(TM12) ne'; ^,� r.'.500,',R r.'�A Sr.";{'eJ_v'=. Yvf+ ,,',h", 20. Cr .2-,S Space 22 23 Spare 1 20 Space 24 25 Spare 1 20 Space 26 27 Space Space 28 use CCN circuit to power ECB Load Type Connected (kVA) Demand Factor Demand (kVA) A B Total A B Total Lighting (L) 1.6 1.4 3.0 1.25 2.0 1.7 3.7 Receptacle (R) 0.0 0.7 0.7 1.00 0.0 0.7 0.7 Continuous Load (CL) 0.3 0.7 1.2S 0.4 0.4 0.8 Specific Load (S) M28 1.0 3.8 1.00 2.8 1.0 3.8 Total Demand WA 5.2 3.8 9.0 Total A/PH 43.3 31.6 Notes: 1- Part of Troutman Underpass Panel LCCI !2F=�P.art ofB�RT.PaneliTM.'(:"v ;.'�r ' - Photo cell control Panel LCC1/TM has been installed and is only provided for information to CEI/Sturgeon for installation coordination of circuits to station ICON. Foreman: Job Name: Mike French se Planning Locates - Survey Testing Inspection Foremans Dally Day: M W R F S S s ob#: ^� u'c e one 51te Conditions Circla Tem Ran a &Conditions Y Tem erat.re: 63 -50 70-e0 Y Proclpltallon: Ughttheavy Rein Hell Sleet Snow ar N Soli clasification Inspection �.rrr• av, N visual Inspection Report Date*: N /f/y//� .` , `' ' Performance Review Rating. 1= Falls Really Short 2=F,alls Short 3=Meets expectations 4=Exceeds Expectations 5=Far Exceeds Expectations Remarks: Site Safety Safety Meeting Safety Inspection Pre -Task Plan Competent Person Ivlaint. Erosion control Utility Locates Potholing Injury or Damage IncldentReport Wrote one r�3 t9 69 Y r Y y Y N N N N N Trucking Traffic Topo Subs Order Y Y Y 6 Y N Time la Manual Test ,.A 'YIN BYSIGNING THIS DAILYREPORT, THE EMPLOYEE STATES THAT ITEMS 1 THRU 3 (below) ARE TRUE 1. 1 have not had an accident or been injured on any jobsite today. 2. 1 did not witness any accidents or injuries on any jobsite today:.- 3.M hours or dav are accurate. E udace water Y/ Trench box used Y/O Actual Sloe / ' : / i SolIType A B Em .iF Employee Name Lunch YIN Tlme oa! Cost Code iF Hrs Cost Code # Hrs Equipment # Hrs RBVIBW # Tofai iF Hrq Employees Signature Oi o' .vet 6: o .✓ /7'a of '/cam z - </e <ol SGA? G v.✓r : 6e d , e • 3'.70 Lam. -� . .� 8.5� S r 7re y /1'3 c✓L'J •� `' /9'93.. ,J .2J; cC.�i �. Doom �'�'•e�� � •— [i/. U f Billinq Quantities Refer to Billing Form Items Use back to provide accurate measurements Pa Items Goal Qt Actual Qt s Notes 113av Items I Goal Qtv I Actual Cfvs Notes Document: Direction I Agreements I Utility Conflicts I Delays I Changes/Utility Hits & Fault: 7,0 C CV, / Sc r- 7af� o✓ �/1✓/�NiGt/ /� `'/. 2 MST L GaTC' C F/ / / :1 / 'i y ;� �Z % .PLAR.1 J6K '1Y .!M .rh List T&M Memo #s (Attached): Foreman's Signature: Radlo # % i Superintendents's Signature: ! i_ T Radind Foremans Dail Re ort , Foreman: Mike French Day: M T ISAP R F S S Date: /��s/tea�''"w,ri Job Name: �, Job #: /-�4 Site Safety safely Meeting Safety inspection Pre -Task Plan Competent Person Utility t. erosion Control Utility Locates Potholing Injury or Damage incident Report Circle one ffi 0 L9 a'7 � �/ Y Y Y N N N N N N 0 ® Planning Locales Survey Testing Inspection Trucking Traffic)'j/ Topo Subs Order Mal'I Circle one Y Y 6F 9 0 Y V1 U1 1% 0 N N N N U N N I site Conditions Circle Tamp Range & Conditions Temporal,,,. Ja30-50-70-go Performance Review Rating. 1= Falls Really Short 2=Falls Short 3=Meets expectations 4=Exceeds Expectations 5=Far Exceeds Expectations Remarks: ' Precipitation: Llohnoavy Rain Hail sleet snow soil clasificatlon Ins ectlon Visual inspection M Manual Test (�/N BYSIGNING THIS DAILY REPORT, THE EMPLOYEE STATES THAT ITEMS 1 THRU 3 (below) ARE TRUE . 1. 1 have not had an accident or been injured on any jobsite today. 2. 1 did not witness any accidents or injuries on any jobsite today:. - 3. Mv hours for todav are accurate. sudace Water Yl6' Trench box used ON Actual sloe Sall. Type A B 60 Em it Em to ee Name Tim, in I.anch YIN Tim. notEmployees Cost Coda #Hrs Cost Coda #Hrs Equipment it Hrs Review Total # Signature `l/ol t/ sC e C:>rJ .✓ r3'3r/ ea s20-i A ee- e:s' Sfi'43:�'7 .Cil� .aaJe "- 7 /7r eae E; S' vB- /S Ea'•3_3 9..5' u'3 B- 1 iJ . T^OGi �, � 6OG/'as � �•37 v/' ' � 9.� 7,- ..� 7oa I's, 3 ..iC,. AS� . Billie Quantities Refer to BlIfIng Form Items Use back to provide accurate measuremen(s) Pay items Goal Qty Actual Ql s Notes - 1pay Items I G,,IQty Actual QtvS Notes .o -n O Gar 700• /Gr ems' e �Jke Document: Direction / A reements / Utility Conflicts / Dela s / Chan es/Utlllt Hlts & Fault: C � �T' G C' ,{ c . 2592 v✓ C' T -/ L t✓�'r ' List T&M Memo fts (Attached): f Foreman's Signature: ��Z Radio 9 '77 Superintendents's Signalt _ Foremans Daily Report = Foreman: Mike French Day: M T W F S S Date: laic%wiz ,,, Job Name: Job#: Site Safetyone Circlet, rc a Plannln uc one a Site Conditions Circle Tem Range & Conditions Performance Review Rating. 1= Falls Really Short 2=Falls Short 3=Meets expectations 4=Exceeds Expectations 5=Far Exceeds Expectations Remarks: Safety Meeting Safety Inspection Pre -Task Plan Competent Person Main[. 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Surface Water Trench box used Y/0 Sloe �p Type A B 6•e Em# Employee Name Time In Lunch YIN Tlmo ourEmployees Cost Code #Hrs Cost Code #Hrs Equipment #Hrs Review Total # Signature 6r30 60 - m •S / CM• S-S' 03-Ca o 6rjY- oS e / o _f //OR z7 icy Y 7i .s,7oi oe- _ --K3 -: 3 9•s' !/ C o ss zJ� oe- / 03- ooej a Billinq Quantities Referto Billinq Form Items Use back to provide accurate measurements Pa y Items Goal Qtv Actual Gt s Notes - Pa Items Goal Q Actual Q s Notes Document Direction I Agreements I Utility Conflicts I Delays / Changes/Unlit Hits & Fault: F o P TJ G2.neYJ Cer/ ?sYJuzYJ @ Q3 / .�Y i'`'PUL S./y SN Zv[LT .6/! �g Res G.e%xyf E[.1/sNO.?safl 7a sCtbd/FYI � /-G.60ZZI_ ac� BV-f �QO7' �a//.b� T S 04A �C Q Ll•S�/ List T&M Memo #s (Attached): e T _Z �r .a<! a _3 a co 0-77 �• _ P< �c.w 3S72B a — zr o. str L Foreman's Signature: Radio # 77 Superintendents's Signature: !!b6�-7 Ratllo#' ( —S Foreman: Job Name: Site Sale[ Safety Meeting Safety Inspection Pre -Task Plan Competent Person Malnt. 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Em it Em to ee Name Time is Lim°h YIN nmo outEmployees Cost Code i! Hire Cost Code #Hrs Equipment #Hrs Review Total # Signature /7.' - 7"- s�o S 7o - e•rra / a . 3.S O15- e L ON ree r o -7 9 .L `. oTo/ -- Toe Pao a3.O/ 3 9 \ I --..•. f j / .1�.r . 700- ? o�• o / L/L•3 �e1. Ou / I✓L3 Billing Quantities Rererto Blllin Form Items Use back to provide accurate measurements - Pay Items Goal City Actual Qt s Notes 113av Items I Goal Qtv Actual Qtvs Notes e1. a/eke /3J LF L e O C Document: Direction I Agreements / Utility Conflicts I Delays I Chan es/Utlllt Hits & Fault: c / u C 6 •/ rrsn .e ,vets vvcv- �sr- ..rs ar it r 0-�moves a� .•r C 7. LioY f/vcc ley, ' 6' 004.C—AW&M(a eaT ,5. /2a✓2 Z-- eW ?2mwe List T&M Memo #s (Attached): Foreman's Signature: lylL Radio #%,' Hannah Seel From: FT COLLINS BRT CM [SharePoint@ch2m.comj Sent: Friday, December 14, 2012 4:00 PM To: Hannah Seely Subject: 604_MAX_BRT SharePoint Document Library: 604_MAX BRT https://del iver. ch2m.com/projects/457230/604_MAX_B RT Fr COLLINS BRT CM 604_MAX_BRT - Daily Summary Modify my alert settings I View 604_MAX_BRT I Mobile View Title Modified Modified by �WCD026-Storm Cine 64-- and'site-: IlLt /'20Y2-5-IO PM� C41 Meyer, Keith/EXT Zew _ _ Lane _Design Stations Stops 099730-01 ``... Powder .. 2J]912912 PP 12/14/2012 11:32 AM MeyeF,ki� Birritteri, Salvatore/EXT 15el& Edited Stations Stops 099730-01 Powder .. 12/14/2012 11:33 AM Birritteri, Salvatore/EXT Edited SAFETY INSPECTION - 121204.pdf 12/14/2012 1:01 PM Hackworth, Tm/BSO New! 121214 MAX Construction Report f... 12/14/2012 3:30 PM Willis, Sarah/EXr New! 121221 MAX Construction Report f... 12/14/2012 3:30 PM Willis, Sarah/EXT New! MAXtabl_.__...2_el 12/14{2g123:31-Pf,1 Wills,-Sarah,-E,\T ecic[cr3 MAXPPA9v2.pdf 12/.14/-20i2-3-31-PM Willis7SaraW-E*7 BeleSe� M I1 V......L..Fy2 pdf .-.,��.�a. }z"`fi4/?F)i-23;3i--RM Willis7-sarah3EX=f •• '� Beieted MAXPPADv3.pdf 12/14/2012 3:31 PM Willis, Sarah/EXr New! - MAXtabletentv4.pdf 12/14/2012 3:31 PM Willis, Sarah/EXr Newi NEWMAXposterv3.pdf 12/11/2012 3:32 PM Willis, Sarah/EXr NMI 1 ax WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 026 PROJECT: Mason Corridor - MAX BRT PROJECT NO: 7332 OWNER: City of Fort Collins- Engineering Department ENGINEER: Michael Baker Inc. The following additions, deletions, or revisions to the Work have been ordered and authorized: Description of Work: (Title of WCD): Storm Line 134-1 and Site Grading Design Changes This Work Change Directive (WCD) clarifies design changes to the contract for storm line 134-1. It changes the alignment and configuration of line 134-1 to include two inlets and one additional manhole (see attached drawing). It also includes site grading changes from STA 70+00 to 75+80 to provide matching conditions for adjacent buildings and to create a functional alleyway behind Chipper's bowling alley. Lastly, this WCD adds a retaining wall along the east side of the guidway to allow for the necessary grade changes to match the building foundation. The Contractor shall price the following changes in this WCD: 1. Addition of retaining wall (excavation, forming, reinforcement, placing concrete, finishing including patching tie holes and rubbed finish on concrete surface. 2. Additional excavation necessary to accomplish grades. 3. Addition of curb along bowling alley foundation. 4. One additional Type 16 inlet (revised INB4.2) 5. One additional 4-ft manhole (revised MHB4.3) All other work shall be paid for at contract unit prices. To address incomplete design for this pipeline and guideway segment that was not constructable. The design as presented in the contract drawings did not match field conditions. Revised plan and profile grade sheet (replaces plan sheets 317 and 277 (as applicable) according to the stations and locations provided. Revised plan and profile sheets 77 and 78. Associated details (pages 6 through 9). WCD026_STORM LINE 84-1 AND SITE GRADING-DESIGN-CHANGES-11-27-12 PAGE 1 OF 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. Ordered By: :,,�.c ul�v'�- November 27, 2012 ' nerr Date w Recommended By: / � A,- - November 27, 2012 Construction MInager Date Copy: Owner Engineer Field File - SharePoinl PAGE 2 OF 2 N SM 7-5-t4tcI er LAt 4t 7/,60 �\ l,VV W 4 /,VV oar 'OE .DES/6n1 I .1 0 0 0 0 0+ 0 0 N N N 4 J N N —__--____-_ LIMIT' It 9dA — •lrs irs— *s IS rs- 1� 3LM Iq,.A 131.64 •P.51 l J5•tb I� ".et II_ --- i -- r I a9 j mem 1 _ _ o f � p J ------------ -- � .. 5. y1 f ,o � .,e 6 '� S 58 .w � i kA �+4 •• PERMANENT EASEMENT I I RED'D 113 L.F. FENCE CHAIN LINK _, — F`+ — — — — — — — — HORSETOOTH — — — -- (72 1 CH) (��—_ '---- I �— STATION 1 -------------------------i ---- -- " NJ ems, LLC D' } Panel L1 (Combined Bay Farm/NRRC Overpass Panel provided by CEI/Sturgeon as part of BRT Contract) FED FROM: UTILITY COMPANY TRANSFORMER PANEL: L1 VOLTAGE: 240/120 AIC: 10000 ENCLOSURE:NEMA1 PHASE:1 BUS AMPACITY: 200A NEUTRAL: 100% GROUND: STD 30A per this WCD WIRE:3 MAIN: MCB MOUNTING: SURFA CKT CKT LOAD CKT BREAKER CKT BREAKER LOAD C CKT NO DESCRIPTION VA TYPE P A NOTE NOTE A P TYPE VA ESCRIPTION NO 1 CAB LTG / FAN (WEST) 1500 M, L 1 25 1 i 1 25 1 M, L 1500 CAB LTG / FAN (EAST) 2 3 ELEV INTERCOM EST 1600 S 1 20 1 1 20 1 S 16 ELEVATOR INTERCOM (EAST)4 5 CLOSET LTG/RECEP(WEST) 680 L.R 1 20 1 1 20 1 L,R 0 CLOSET LTG /RECEP(EAST) 6 7 SMOKE DETECTOR WES 450 5 1 20 1.2 1.2 20 1 S 450 SMOKE DETECTOR (EAST)8 9 PIT LTG /RECEPTACLE (WEST) 230 L, R 1 20 1 1 20 1 L, R 230 PIT LTG / RECEP (EAST) 10 11 SP-1 (WEST)1660 M 1 20 1 1 20 1 M 1660 SP-2 EAST 12 13 SP-1 CONTROLLER (WEST) 250 S 1 20 1 1 20 1 250 SP-2 CONTROLLER (EAST) 14 15 CU-1 WEST 1870 M 2 25 1 1 25 2 1870 CU-1 (EAST)16 17 - 1870 M / / / / M 1870 - 18 19 CANOPY LTG BF1-i 300 L 1 20 3 3 20 1 L 30100 00 CANOPY LTG BF2-1 20 21 PLATFORM LTG (BF7-3,5) 200 L 2 20 3 3 20 L 300 PLATFORM LTG (BF2-3,5) 22 23 - 200 L / / / L 300 24 25 MAINTENANCE OUTLET (BF1-11) 500 R 1 20 3 3 20 /2- L 200 WALKWAY LTG (BF2-7,9) 26 27 TICKET VENDING MACHINE BF1-2 1800 S 1 20 3 / L 200 28 29 COMMUNICATIONS EQUIP (BFi-4) 500 s 1 20 3 3 20 14 R 500 MAINTENANCE OUTLET (BF2-11) 30 31 SPARE 1 20 3 20 1 :5 �1800i TICKET VENDING MACHINE BF2-2 i. .3Z 33 SPARE 1 20 3 20 1 5 1 500 lCOMMUNICATIONS EQUIP (BF2-4) 34 35 SPARE 1 20 3 20 1 S I 500 CC CAMERAS BF2-6 36 37 SPACE - - 3 20 1 S 500 IRR TION CONTROLLER (BF2-8) 38 39 SPACE 3 1 20 1 1 500 SOU SYSTEM BF2-10 40 41 ISPACE 1 20 1 1 L ISPARE\42 CONNECTED (KVA) DEMAND DEMAND (KVA) FACTOR LOAD TYPE A B TOTAL A I B I TOTAL LIGHTING (L) 2.1 1.3 3.4 1.25 2.7 1.6 4.3 RECEPTACLE(R) 2.1 0.0 2.1 1.00 2.1 0.0 2.1 REC (>10000VA) (R) 0.0 0.0 0.0 0.50 0.0 0.0 0.0 HEATER (H) 0.0 0.0 0.0 1.00 0.0 0.0 0.0 LARGEST MOTOR (M) 1.9 1.9 3.7 1.25 2.3 2.3 4.7 REMAIN MOTOR (M) 4.2 5.2 9.4 1.00 4.2 5.2 9.4 CONTINUOUS LOAD (CL) KITCHEN LOADS (K) 0.0 0.0 0.0 0.0 0.0 0.0 1.25 1.00 0.0 0.0 0.0 0.0 0.0 0.0 SPECIFIC LOADS (S) 2.0 8.7 10.7 1.00 2.0 8.7 10.7 NONCOINCIDENTAL (N) 0.0 0.0 0.0 0.00 0.0 0.0 0.0 DWELLING D 0.0 0.0 0.0 0.65 0.0 1 0.0 1 0.0 TOTAL DEMAND (KVA)i 13.31 17.91 31.1 TOTAL(AIPH)i 110.51 148.8 provide Circuit 36 to power ECB and NOTES: CCTV 1. CIRCUIT 15 PART OF THE ELEVATOR PACKAGE. 2. PROVIDE LOCK ON CIRCUIT BREAKER. 3. CIRCUITS PART OF THE BAY FARM STATION PACKAGE. _ SEE STATION i.AREA PLANS FOR CONSTRUCTION DETAILS AT STATION ..:... _ .. .I . ..._ ._.__ ........_ L _ __._.._� .._..._ j .._— ..MILL AND. OVERLAY. 2_. HMA.THROUGH.,McCLELLAND..FROM_ HORSETOOTH RD., TO DRAKE RD: 1 I I 1 ... _.. ........ .. ..... ! ..... .._. _.- ..I .._ __..._ :.. u W v i ` SYrI. 7Z�F2d y�y 7S+ 80 k N O a 7dw= 3a7o a m ,Gvdwve ,?"4 " 40 C C C I�t.'T"X/N/iuy w.-.L ' 5-/7q. 7-ZtZ0 td 7,5-eo Tow = S7, 70 37,70 5470 NOlFS 12 " rl 9& /Z"oc (*ee) �SCP lZ" ar ew ZCocK Oc/r FU07'E�Z 5 /GtLL /A2G`.IND /4X43' %ice E.. .ST7i. 7S'tSL' j�L JJCfo�n�D .�Ea.9�L GiZRoe G--�ca LS; /itG .EX,✓otEv G9GEJ — 3/¢ 'Cji¢yitl: E� Il Z C_ I�ST T� S/ZE � 5/zE Z7Z"- s/Z .--. 4 /Z ",qt� - L POS,- -.D�Iu3n9— NKr G z. 1 EVEL,aC,, DF=Y PffciL .eG--a---- V✓R2L / S InEwRz IZ, Ab705' �iNcYoes ?D �E /B I%�iv, �IJ �ZG o,< EX'6nSiaV. U 4 " "Atl , r...aw U 50WY ig lelbz To A�E Eil<av G C c6 Ciicri Hy /sa olz grovli� A- AlvC#19S 7-0 BE 304- SS O 6zcv, - -,-o 9C Atw- SjfPlNC� r✓ltN. Grades for 64-1 and Grading at Horsetooth Station STA BRT FL (Point A) Guideway FL grade TOC at wall (Point B) TOC Grade at wall TOC at FL TOC at curb Height of wall Alley FL Grade above curb at (Point C) (Point D) guideway Height of wall above TOC at sidewalk Height of curb above TOC at building 70+00 38.17t .,^ '� � � � Nb wall or alle across these stations � ' f s, r ,a _ 1 .s� 'iJJ� "lt"+fi,�}pJ��'}* > y�a, Irr&y�w'��atMa'A',9:hS';to d+ aW%»�ia{jY. a;' t..`' ' '.i�% ;ii$rt�}twn°? »71+80 ti£ �� r�.,"r.m.t...�a' ', ti k,'.'t to t `' t',''- + x 70+20 38.07 0.005 70+40 70+60 37.89 37.75 0.007 0.007 70+80 37.64 0.005 71+00 37.54 0.004 71+20 71+40 37.38 37.24 0.007 0.007�'{¢`,r"'?S 71+60 37.1 36.96 . 0007 0.007 72+00 36.82 0.007 72+20 36.66 0.007 37.16 0.54 0.54 72+40 36.49 0.007 35.64 0.065 35.44 35.46 0.71 2.06 -0.06 72+60 36.34 0.007 35.65 0.000 35.38 0.003 35.42 0.86 2.05 -0.02 72+80 36.26 0.004 35.64 0.001 35.34 0.003 35.42 0.94 2.06 -0.02 73+00 36.15 0.005 35.62 0.001 35.28 0.004 35.42 1.05 2.08 -0.02 73+20 36.03 0.006 35.56 0.003 35.20 0.004 35.44 1.17 2.14 -0.04 73+40 35.89 0.007 35.26 0.015 35.06 0.006 35.26 1.31 2.44 0.14 73+60 35.75 0.007 35.18 0.004 34.98 0.004 35.18 1.45 2.52 0.22 73+80 35.61 0.007 35.10 0.004 34.90 0.004 35.10 1.59 2.60 0.30 74+00 35.47 0.007 35.02 0.004 34.82 0.004 35.02 1.73 2.68 0.38 74+20 35.33 0.007 34.94 0.004 34.74 0.004 34.94 1.87 2.76 0.46 74+40 35.19 0.007 34.82 0.006 34.62 0.006 34.82 2.01 2.88 0.58 74+60 35.07 0.006 34.74 0.004 34.54 0.004 34.74 2.13 2.96 0.66 74+80 35.17 -0.005 34.66 0.004 34.46 0.004 34.66 2.03 3.04 0.74 75+00 35.44 -0.013 34.58 0.004 34.38 0.004 34.58 1.76 3.12 0.82 75+20 35.63 -0.010 34.50 0.004 34.30 0.004 34.50 1.57 3.20 0.90 75+40 36.03 -0.020 34.42 0.004 34.18 0.006 34.42 1.17 3.28 0.98 75+60 36.61 -0.029 36.06 -0.082 0.59 1.64 75+80 37.22 1 -0.031 37.72 -0.083 -0.02 -0.02 mast Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-05-13 Contract Change Description: Extra work associated with MSO Pond Construction — Beaver Habitat Contract Change Number: CCR 180 Date Received: 04-12-13 Date(s) Work Performed: March 21-22, 2013 Plan Location(s): MSO Pond Outfall to Spring Creek Description of Review. CEI quantified extra work associated with installation of the MSO Pond Outfall to Spring Creek when a beaver's but was encountered on the creek. CEI was asked to stop work such that the City and DOW personnel could be notified. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. CEI was asked to stop work on the MSO pond outfall when beaver habitat was encountered. Inspector records indicate the CEI crew was prohibited from working for approximately 1.5 hours. The summary of the crew and compensation is attached. Amount claimed in CCR 180 - $2,092.50 (time and material) Amount authorized - $328.43 (paid as time and material through a work change directive) i naineer Accentance- Page 1 of 1 MAX BRT Contract Change Request Reconciliation CCR 180 - Extra work associated with MSO Pond Outfall Date: July 6, 2013 revised July 17, 2013 • - "' '" I"MSO�P.ond Outfalh-jeeaver Habi4atr `� x"T � ,:,. ..x.+.. ti......s.:-:u4.wY.amx.«...:.��.,.-+u:�z..aatmi:�•' r Field Memo # Description Lahnr/Finan flacc Anent•— y �..:. �..:. r..... ._� �__. 35883 MSO Beaver Habitat Foreman 1.5 HR $55.00 $82.50 35881 Labor 4.5 HR $40.00 $180.00 CAT321 1.5 HR $29.23 $43.85 CAT938G 1.5 HR $14.72 $22.08 $328.43 Total Cost CCR 180: $328.43 40 4/12/2013 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 180 12-009 7332 Mason Corridor BRT 1. Work stopped by City due to possible Wildlife habitat - beavers shut down @ 10:40am, Relocate crew back to full production by 1:30pm 2. Backfill empty pipe trench due to beaver habitat 1. Storm Line SC1-1 @ Spring Creek Outfall 2. Storm Line SC1-1 @ Spring Creek 35883, 35881 3/21/2013, 3/22/2013 700-60077 DESCRIPTION OTY UNIT UNIT PRICE- OT TOTAL Foreman (1) 3 HR $ /55.00 1 $165.00 Operator Ex 33 3 HR - $ 165.00 $495.00 Operator WL 33 3 HR $ 110.00 / $330.00 Labor (3) 9 HR $ 40.00 / $360.00 Stand by - Ex 37 4.5 HR $ 165.00 / $742.50 $ -/ Woo TOTAL $2,092.50 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, / V/OUCD s'AY T't�-% GOSS T-,"f /. s /-fo vPs Ryan Dickinson Project Manager Ci 1rVo �K�� 3 7e-0 f ry 3 1�:tnrc-- �Lr2cGT%C) 1 O c-1-0 p I Roo t25 I D !2v U_ S Ho L2yNc MEMO 35883 JOB NAME: fy,9i//+fir es•�.. - �r�M•i�.z-/ JOB #: /9 easy COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893A949 DESCRIPTION OF WORK PERFORMED:,n¢ SPECIFIC LOCATION OF WORK:.fn9eir x, tC/-/ i - -,. F, BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. �J,� o i J CONCRETE EXPRESS, INC. J NAME: TITLE: DATE: ACCEPTED: NAME: TITLE: DATE: MEMO JOB NAME: n; l�nr y,,�.<Kv. -;.n, JOB #: iJ 'WO COST CODE: 7!.v �..,.-» DATE: i/13/9/,i ISSUED TO:r.,,,� CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE: 303-562-2000 FAX: 35881 303-893-1949 DESCRIPTION OF WORK PERFORMED:�,,�,�,_„ /l.+Dray SPECIFIC LOCATION OF WORK:,.r__, BREAK DOWN OF HOURS CITY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. CONCRETE EXPRESS, INC. NAME: �„ .: TITLE: , __,� DATE: i>,; i ,n, , ACCEPTED: NAME: TITLE: DATE: U VOLTAGE: 120J na0� PHI I vnze: ] PANELBOARD HR BUS AMPE FEB: MAIN LUGS (ONLY) C TYPE MOUNTING : SURFACE KA IC. RATING; f J�D )MIN BKR. AMPS: YW I MAN BREAKER MOUW(ED ON LOCATION: ROD TOP FEDFROM LRILITY%AFR I- P BKR Iq. iPOLE AMPB t I 20- -� 2 30 5 3 20 -i>JI 1 30 -13 NI V 1� WIRE SIZE CIPCNT DESCRIPTION I2tiCnNbNCTGHTING 1'1 PLATFORMLIGMINO WALKWAYLIGHTING 12 J.AIMENANCE OUTLET ~SPACE _ :SPACE - iSPALE - (SPACE A L B 0.5 03 03 0.5 O6 0!� CKT. NO. -2'T-12 l BKR POLE MAPS I 20 I 30 1 ,220� 1 1 0 -' WIRE INw SIZE CIRCUIT DESCRIPTION PIwEE A 8 -12.. I L VENDING MUCNIM {A1 - I@.JiJILAT�(Ij(IOf.IP., �, 05 PARE\\ ^^l �11'a$H$ppO11}Ed8TM10M81s ---" 0.5 12 G NC _ PN&G - SPACF.�_._.:. _. -• SPACE -- SPACE - 9PACE 12 �-1 - -it- 1D i �1S SPACE - SPACE 'i - SPACE - SPACE PINSE Pw.sE roTu PNhL9y.1✓p IMO SNP.NM: 8 roulblKVA 1.(•-3j�2.3j r59j mYm` TOTALS Mfl 1 FM7 ��rvfCM OPANEL SCHEDULE VOLTAGE: 120 1;¢'PHASE= I WUPE: 3 PANELBOARD :HT BUS AMPERES: ) MAIN LUGS )ONLY) C TYPE MOUNTING, SURFACE KAIC. RATING:}0 LOCATION: PCC .IN BUR. gIrAS: � _) MAIN BREAKER Ag11NTED ON. TOP FED FROM: URLITYXWR CKT. SKR WIRE CKi. OKfl WIRE Kyq NO. POLE AMPS SIZE CIRCUIT DESCRIPTION NO. POLE AMPB 312E ILIRCVIi OESCRIPOON PIUS[ q B B 12 aNbN'CIbHfIFlb— 1 2 20 i� PLATFORM LIGHTING 0.3 �- 03 .'-5- 1 20 1 COCAT610 EGUP. OS - SPACE - _ 2 20 12 WALKWAY LIGHTING Oe .' 1 20 IRRIGATION C(1NRROLLEft i06 105 I Ti 1 20 MA)MEW.NCE OUTLET Od Ode 1 20 LIOHTED STATION BIG. 3 SPACE SPACE SPACE BPACE- .'-N to �Qr.�}2ljQIl�gq}9JFjlT 1��111 Ud 12 IE ITNW -1 05 SP EJJ E \ J - - I -P - - -1 - SPACE SBE PA - SPACE - SPAC PINS, PINSE TUTAL I.CE-POARO LWP SNAINRY: A Frio lm�� TOMLs 1 KVA I:E-32T-2.1f-691 Ece 1OTAL'a.LMPsli(-26 Y' 1911 1293j PANEL SCHEDULE sn06 RBYIsions MASON 0 Inll. c,0 C� Fort Collins O .e, NPu TaLae ..n. voL 120 �19i PHASE: I WRE: 3 PANELBOARD TM DUS AM10ERE J60 MAIN LUGS (ONLY) C TYPE MOUNTING. ACE K A C. RATING: LOG N: PCC MAINBKR.AMPS. W MAIN BREAKER MOUNTED ON: TOP O FROM: UTILITY AMPS CKT. BKR WRE CKT. BKR WIPE KVA NO. POLE AMPS SIZE CIRCUIT DES NON NO. POLE AMPS 31 CIRCUIT DESCRIPTIONP.M. ANON LIWI AdL !-2- -112 TCKETVENDINd MAGNI AfAl B -1- 1 - 12 2 30 1T PLATFORM LICKING 03 r_6- _3-.aAvOre�Ida.,^� 0.3 13 -0 2 20 WALKWAY LIGHTNG O.S O. 02 1 1 1 20 20 30 tY-[fOMECNM10XhIGN-'-''�, 0.5 IRRIGATION CCNTROLLE Od -1] 1 20 12 MAINTENANCE OUTLET SPACE SPACE Ob -12 -tI �a.l._ j(I^^ram J 1 ', QUU�$y9gp�� 0.5 E(.IE1lCENCV GACL"���- 0.5 ) JPACE-..•.•.•.• .•.� .•_•-.� - -1T SPACE -18- SPACE - -{0 - BPACE (-20 - CE 31 SPAC SPA - ,^l - - SEA SPACE RNSE TOTAL PN lABARD LdD 5 B roTAL51 KVA 1'.1-i3T20j 53 =AZ TONI LE-275-r16 T' 2211 PANEL SCHEDULE vOLTme. 120 350� PHASE: 1 WEE: 3 PANELBOARD : SW1(WEST) 1�Sp� BUSAMPERES: -1. LURE I.SLY1 Of TYPEMOUMING: SURFACE K A.IC. RATING: JD LOCATION PLC .IN BKR. AMPS: e0) MAIN BREAKER MOUNTED CITOP FED FROM UNUTYXMFR CKT. BKR WIRE CKT. BKR Wd NO. POLE AMPS SIZE )CIRCUIT DESCRIPTION NO. POLE AMPS SCIRCUIT DESCRIPTION ., -1'-1 0 20 Q ii333---"'PLATFORM CANOPVLIGMINO LIGMIN3 AOA B 02 -2--1 -1 1 L20 ICKET VENOINU*CTflAP-B2 oe 20 Lj1µy[pC. NEDWP-02 ��\\ 'SPACE �e' 1 20 SP K J TBR -"'-'SPACE BRAD - T ,_ i 1 20 'ANINFE.VSE WRET Od 9PACE P .A TmN. _ AY NIEL NHS I NW):r-23-1:2T A 36 ECB �Mm 3grAAgy.wsl2T-1091 1 KHl PANEL SCHEDULE R .me. - ne aa��slva: PB��feO: vo�0: ELECTRICAL PAIIEL ECHEOULES Project No. F1. C01111: 1073 E25 Pa.1 wme� MEMO JOB NAME: p,.,/r rAc./ Gr�Lr�Jw? CONCRETE EXPRESS, INC. JOB #: ia.;�: 2027 WEST COLFAX AVE COST CODE: yam. �ov7-� DENVER, CO 80204 DATE: /�9,> PHONE: 303-562-2000 FAX: 303.893-1949 ISSUED TO:<_r,,+ DESCRIPTION OF WORK PERFORMED: N%CTYf % SPECIFIC LOCATION OF WORK:.y,,,,,„ BREAK DOWN OF HOURS TOTAL CONCRETE EXPRESS, INC. ACCEPTED: NAME: �i,?�,. L/.�r.C.�/ NAME: TITLE: Lirr�+e./-.ter_^.r,/ TITLE: DATE: DATE: MEMO 35883 x JOB NAME: /e,�r//�R� ,rrSa✓ cea�lra�7 JOB#: /f-agy COST CODE: yoa- Gw77 DATE: 3Li/moo/3 ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: r✓znr� vr-v .„y /Jra ,o sra<� avcrf� /.//l�ff,�%-- /L l+riE/�< SNOT Or'.�+n/ E /o •Y9wn .P e ! W .z Y T s'C F'/' .CT �/ SPECIFIC LOCATION OF WORK: �y.�„ �� sc /-/ ry K orT'! • L BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. r r 3 3 4"o 3 3 CONCRETE EXPRESS, INC. NAME:ry�ec TITLE: ,�-c,o "w DATE: 3/L//90�7 ACCEPTED: NAME: TITLE: DATE: may. September 13, 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 Independent Cost Analysis — CEI CCR #45 Guardrail Removal — WCD083 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was authorized through Work Change Directive (WCD) No. 83 to track time and material costs associated with guardrail removal from STA 151+25 to 155+78. This work was reviewed through a contract change request and costs verified by field staff. Unit costs contained within the CCR were verified as typical, reasonable hourly manpower and equipment rates. These rates are fully burdened, include overhead, profit and associated costs. As such, they are more than paid for as verified through certified payroll. This CCRNVCD is all associated with SCC 40.01. The change request review form is attached to this memo and contains the independent estimate checks/fime and material tracking. Through the review of CCR 45 related to SCC 40.01, the total cost in the amount of $1,288.00 is reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. Keith Meyer, Construction froject Manager CH2M HILL Team 970-988-8605 keithkeith. meyer�d itescoservices. comitescoservices. com Cc: job file Change Management Checklist Compliance Category Date Reviewed Reference Initials Reviewed for compliance with 9/13/13 Part of the build alternative; scope KM Environmental Assessment of work included in SCC 40.01 Reviewed for construction/safety impacts 9/13/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 9113/13 Time and materials tracked KM Reviewed for PCGA grant compliance 9/13/13 Part of Build Alternative KM scope is included in SCC 40.01 Construction inside permanent Reviewed for real estate impacts/needs 9/13/13 project easements; public right of KM way Reviewed for compliance with design criteria/ADA htto://w .access-board.aov/ada-aba/ada- 9/13/13 n/a KM standards-dot.cfrn mac WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 083 PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: 5- (Title of WCD): Guardrail Removal - STA 151+25 (behind Whole Foods) This work change directive directs the Contractor to price and, if accepted, remove approximately 450 LF of guardrail from STA 151+25 to 155+78. This guardrail was not shown on the demolition drawings for removal and is required to construct the BRT guideway. This work shall be paid for as a single lump sum addition to the contract, tracked as time and material expenses in the field. This change is being initiated by the City as the plans did not account for this work. Attachments (List Supporting Documents): CEI supporting costs; change request review form and field memo 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: r� April 10 ,2013 weer Date Recommended By: Z ` / %� April 10 ,2013 Construction Miroager Date Copy: Owner; Engineer; Field File - SharePoint WC0083_GUARDRAIL REMOVAL STA15125_11-05-12_DRAFT FOR PRICING PAGE 1 OF 1 max Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 03-04-13 Contract Change Description: Guard rail removal from STA 151+25 to 155+78 Contract Change Number: CCR 45 Date Received: 02-15-13 Date(s) Work Performed: 0-23-2012 1 Plan Location(s): Behind Whole Foods from STA 151+25 to 155+78 (+/-) Description of Review: CEI quantified extra work associated with guardrail removal behind Whole Foods along the BRT guideway alignment. Demolition of 450 LF of guardrail was tracking through time and material field memorandums. The contract drawings (Sheets 155 and 156) show a fence symbol within the demolition limits for the project. This symbol was likely meant to show the guardrail. Clarification of this demolition item should have been made during the bidding phase. Amount claimed in CCR 45 - $1,288.00 (time and material) Amount authorized - $1,288.00 (paid as time and material) Engineer Acceptance: • �•- Uontractor Acceptance: V V '� V Page 1 of 1 j G(;Ck Nat lNl i ::Ss q 7. J%—IfZ 5 W6F—K / AA1D i i 11/05/12 Erika Keeton Special Projects Engineer I�G CeDv City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 045 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Remove 450 LF Guard Rail and I -Posts that were not shown on removal plans. Stock piled for later haul off STA 151+25+/- to STA 155+78+/- at EOA of existing parking lot MEMO NO.: MEMO DATE: COST CODE: 35635 10/30/2012 700-60001 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 2.5 HR . $ 55.00 $ 137.50 CAT 345 BL EX- 23 2.5 HR $ 185.00 $ 462.50 Laborer - 2.5 HR $ 40.00 $ 100.00 Trucking 2 HR $ 85.00 $ 170.00 Dump Fee 44 CY $ 9.50 $ 418.00 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. $ 1,288.00 These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. MEMO 35635 yj (J JOB NAME: ,.�,✓,r JOB #: COSTCODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: SPECIFIC LOCATION OF WORK: BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. i CONCRETE EXPRESS, INC. ACCEPTED: NAME: �_2',:.fz1 r/.-�..rt.' <:.e�1/ NAME: TITLE: _: co.r=;�,•�,,1_��«.. TITLE: DATE: �; /:�a ,.<_ DATE: MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand September 13, 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 Independent Cost Analysis — CEI CCR #116 Wall 2 Block Change — WCD084 Concrete Express, Inc. (CEI) was authorized through Work Change Directive (WCD) No. 84 to change the Wall 2 block specified supplier from Pavestone to Keystone to accommodate the appropriate wall height of Wall 2. CEI priced the change in block supplier as a response to RFI044. The supporting documentation for this change is attached to this memo. Through our independent cost verification, we compared this cost against other MSE block wall . construction costs through CDOT 2012 Cost Data. We then reduced the installation cost to represent material cost only. With this, the estimated cost for the block change is $5,006.88. CEI's CCR cost in the amount of $2,792.38 is reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. Keith Meyer, E Construction Project Manager CH2M HILL Team 970-988-8605 keith. meveraditescoservices.com Cc: job file Change Management Checklist Compliance ' ate Reviewed Reference Initials Reviewed for compliance with Part of the build alternative; scope Environmental Assessment 9/13/13 of work included in SCC 10.08; KM included inside area of influence Reviewed for construction/safety impacts 9/13/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 9/13/13 Attached to this memo KM Reviewed for PCGA grant compliance 9/13113 Part of Build Alternative KM scope is included in SCC 10.08 Construction inside permanent Reviewed for real estate impacts/needs 9/13/13 project easements; public right of KM way Reviewed for compliance with design criteria/ADA http1ty .access -board gov/ada-aba/ada- 9/13/13 n/a KM standards-dot.cfm VOLTAGE. 120 DAN I WIFE: 0 JPANELBOARD :�SW2)EAST) BUS AMPERES: _PHASE', )�` BO l MAIN LUGS (ONLY) Of TYPE MOUNTING: SURFACE KA.I.C. RAVING'. �{0 LOCATION. FCC .AT. BKR._AIAT$'� �^ p0_� )MIN BREAKER MOUNTED OITOP FED FROM. UTILITYXIIFR CKT. OKR WIRE CRT. BKR WIRE xv NO POLE AMPS SIZE CIRCUIT DESCRIPTION AIMS SIZE CIRCUIT DESCRIPTION vrq B VICLE BEE 1. —J -C 2 20 12 PLATFORM) LIGHTING Ob I— �}f0 .kNiASAi)9N.E9NP,�..v-�-.-. A3 t OS SPACE 5"�I �9 JE 2-gp A E GEM:YCALLJ -D J J20 18 -� . . JOS —SPACE 11_ 1 20 -12 MAINTENANCE WTLET pJ� 12 SPAO EE K E TOIN PANELBMPV LLnV ELMMAFV 0_ TOTALS HWAI GB 15 4 ECp.N O PANEL SCHEDIJIF uLl Alb VOLracE: Izo RlIOPHASE:1 WIRE: 5 PANELBOARD: I BFi H BUS AMPERES: { JO) MAIN LUGS (ONLY) 0T TYPE MOLINTI FACE KAIC. RATING', �..�1.0 ATION. PCC M_AIN_9Nfl, AMPS: EO_ MAIN BREAKER MOUNTER OITOP FED FROM: UTILITY%MFR CKT N0. 1--i SKI POLE AMPb xo 2 x0 WIRE CKT. SIZE CIRCUIT DESCRIPTION NO. 12 C NG AO- _ 12 ^LATFORMLIOHTIIp BNR KVA PoLE SIZE CIRCUIT DESCRIPTION wusE -1�x0' t 2 RETVENDNd MACRI ATA S I 05 -' _H SPACE .'3- _ l.10J2 E E _ 6,T J �. 3=9IAC------- �--- -0 - SPACE ' 1r SPACE -11 1 20 Ix MAINTE LET 03'-1} - E RNAA RISE OIPLHI KVAI[_i 81.2 j'e VIASsI M'41f 11Yrm0l TOTAL 61 -1A r 721Ja�YMa�/P1� varncE: 120 nfNO PHASE: I PoTIE: D IPANELBOARD:ILRIMEST) UP, AMPERES: ) J. 80 1 MAIN LOGS RO Y) Of TYPE MOURIND- SURFACE KAIC. RATING: _Vi LOCATION. KC MIN BKR, AMPS; )_ SO l MAIN BREAKER MOUNTED OITOP FED FROM LRUTYX PR CKT. DKR WIRE) )CKT. BKR WIRE 'VA No. POLE AMPS SIZE iCIRCUIT DESCRIPTION NO. POLE AM1PS SIZE CIRCUIT DESCRIPTION B _ —I--"1--20 —ffi2 CANOPY LIOMINO— 0B —1 —1 �25�-1x-tICKET VENCINOIMCHI 10 _] 2 20 12~ PLATFORMLIGHTING OZ�L� I } pM1MlQIIf.T gry�lyf{8.��� OS 02 1 ^r^ "12` EMR_AGGNCV GLL S) 9WMN 1,13 A K91KVA1:=2B K12 AO Ecp.m ,m.y@LM^SJ:f t3 ST-+a 01 r1a1' •1 VOLTAGE Iz0 *AO PHASE: I 'MRE: S IPANELBOARD DR BUS AMPERES'. SO') I.WN LUGS IONLVI C TYPE MOUNTING: SURFACE K A C. RATING: �A]0 LOCATION: MC MVNBKR. AMPS. I MAIN SNEAKER MOUNTED ON: TOP FED FROM UTILITY XLFR CKT. BKR WIRE CKT. BKR WIRE qn NO. POLE AMPS SIZE CIRCUIT DESCRIPTION W. POLE AMPS S1ZE CIRCUIT DESCRIPTION vKASE -1 Obi,-_3 A B 1 -{ 1I'"'�ifCREiVELAIM; VfiLWA 13 I,AN'JPYCIGMING �J -1 2 2J 2 20 1] I}-WALMNAYLIOHFINC PLATFORM UGIRING OJ' 0] 0- 1 AJJ", A15P I 30-1T""tlD112dS'YAYIpNSTGK'�-'�� f� 120i+1;•OyAQ..���. Er S 05 ITS 1 20 _ ANINTEW�VCE OUFLET SPACE 03 O6 -I 1 20 I t �ja "f_ 2b 1 +t IRRIGATIONCCMROLLE 05 12 05 1 �1] 9PPZEAI_ =GR -1T SPACE -1A SPACE —SPACE -1 - SPACE - SPACE '}{ SPACE '-2i SPACE - - SPACE - SPACE riw Eta PINSE vI TOTAL .ufFrvpyUl PAHEUICARS LOAD SLYWRY: .MS)KVA I:�J O 3T 2.O1 5:3 TOTALSIA, cF-27sT-ie Tl 21 i OPANEL SCHEDULE P. EFI.e,M. 1F LI...MW vaL : 1:0 ,Z49--PHASE: I WIRE: 5 PANELBOARD : BP2!N BITS AMPERE . ) J BO) MAIN LUGS ONLY) 01 TYPE MOUNTINGS CE KAIC. MTING: L :PCC MAIN BKR. AMPS: ) p0 _ MHIN BREAKER MOUNTED OITOP FROM: UTIIiTY XMFR CKT. FAR WIRE) CKT, BNR WIRE _ KVA BIG POLE AAWA SIZE iCIRCU? DEB PION NO. POLE AMPS SIZE RCUIT DESCRIPTION .B P -I _3 1 2 20 t2CA1gP91:RIHFIFP.)— 12 'PAITFORMLIOHTING A B '-2- Odi-1 FIS .3i: i1CRETVENOING MACNI A_A B GDDNEDVIP �J 0.5 M1M1�y 2 20 Pi-WALKWAYLIGMIW3 OS e 20 0. 1 20 P II(RIOIXAggyOyggHGEEAOMIIMLIIY 0.5 lr 17� 1 20 1 MMIMENMCEOUTLET SPACE 02 S'TI- ^^20�I� �iT ..,. l E E OEIkVCALC •-�A-.-.OR.-.�p, -16 - SPACE i-tA SPACE _11 _1G 'SPACE 9PACE .`1A :-I8 SPACE S LE -- 21-1 SPACE SPA SIR SPACE LOMM 1 WD BVNWiY: TOTALS IMVA):�-2.0T PRASE PMABE iOTM 0 rrel 2946LS11EP_$.I:�x1>7-1811 IS.1 0aPANEL SCHEDULE A. PANEL SCHEDULE PrIni1.1T"' Sheet Revisions MASON CORRIDOR BRT Construction Drawings ELECTRICAL Project No. T IT BL._..- --� N 11'P V 11/A O MI.:{!mlem° )nil. CII_el rol"l o)II15NO y II. Pevisi Ms: PANEL SCHEDULES FI COI) ns: t011 Onl lnkrmnlrn U' lbrYr lnin Q n '^v-Tj;' D"i.,7 RI:i 5rrwwe E26 C� 11. 0 ":N, OclOily: RPM 14nNrs 1 Q , pO5" 'l vole: SI SIAneI:LECTRICAL Itl Yxl°: E26 Oi 2911:Ntef Nuper C 1-302 ditesco Date of Estimate: 13-Sep-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (Y/N): Y Independent Cost Estimate Description of Goods (A) or Services (B): A Change of well 2 block specified supplier to Keystone to accommodate wall height. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Keith Meyer Other (specify) CDOT 2012 cost data Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Standard Items Product Cost $/unit) Unit Quantity Noies TOTAL Delivered Data Source Masonry block wall full installation $ 27.41 SFF 912 2012 CDOT Cost Data $ 24,997.92 Credit for material change only $ 21.92 LS 912 cast ad'ustment for materials only $ 19,991.04 SubTotal $ 5,006.88 Cost of Services, Repairs, or Non -Standard Items B Item/Task: Materials or Work Description Other Direct Costs Labor Rate $ Labor Hours Labor Class Allocated Overhead SG&A' Profit Notes Data Source TOTAL S $ SubTotal /{ •sceho, G.rc4 end admteeesd s Eli, , Signature of Preparer: / �K� TOTAL $ 6,006.88 Colorado Department of Transportation 11:46 Monday, August 27, 2012 11 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 - ------------------------------------------------------------------------------------------------ ---------------------------------- ITEM NUMBER ITEM TOTAL QUANTITY UNIT TOTAL COST AVERAGE PRICE ------------------------ -.......... ----------------- ----------- ---------------- ---- -------------------------------------------- 502-11489 Steel Piling (HP 14xBg) 280 Lin Foot 32,200.00 115.00 503-00016 Drilled Caisson (16 Inch) 64 Lin Foot 4,992.00 78.00 503-00018 Drilled Caisson (18 Inch) 78 Lin Foot 12,048.00 154.46 503-00024 Drilled Caisson (24 Inch) 10,725 Lin Foot 983,393.00 91.69 503-00030 Drilled Caisson (30 Inch) 5,131 Lin Foot 646,718.60 126.04 503-00036 Drilled Caisson (36 Inch) 6,661 Lin Foot 1,296,241.04 194.60 503-00042 Drilled Caisson (42 Inch) 1,042 Lin Foot 220,452.00 211.57 503-00048 Drilled Caisson (48 inch) 811 Lin Foot 250,330.00 308.67 503-00054 Drilled Caisson (54 Inch) 886 Lin Foot 255,840.00 288.76 503-00060 Drilled Caisson (60 Inch) 3,740 Lin Foot 532,950.00 142.50 503-00096 Drilled Caisson (96 Inch) 455 Lin Foot 336,700.00 740.00 504-03411 Retaining Wall (Boulder) 5,280 Sq Foot 203,834.40 38.61 504-04420 Precast Panel Facing 56,980 Sq Foot 1,371,228.70 24.07 504-04440 Facing (Special) 22,158 Sq Foot 421,002.00 19.00 504-06100 Ground Nailed Wall 17,110 Sq Foot 410,640.00 24.00 504-06310 Ground Nail (10 Foot) 136 Each 34,680.00 255.00 504-06315 Ground Nail (15 Foot) 117 Each 44,694.00 382.00 504-06320 Ground Nail (20 Foot) 168 Each 85,512.00 509.00 504-06325 Ground Nail (25 Foot) 238 Each 151,368.00 636.00 504-06330 Ground Nail (30 Foot) 302 Each 230,426.00 763.00 504-08255 Masonry Landscape Wall (Dry Stack) 575 Sq Foot 15,760.75 27.41 506.00010 Riprap (Special) 265 Cubic Yard 39,491.36 149.02 506-00030 Grouted Riprap 198 Cubic Yard 42,650.00 215.40 506-00206 Riprap (6 Inch) 2,698 Cubic Yard 192,788.02 71.46 506-00209 Riprap (9 Inch) 222 Cubic Yard 22.131.01 99.69 506-00212 Riprap (12 Inch) 2,058 Cubic Yard 115'951.92 56.34 506.00218 Riprap (18 Inch) 1,471 Cubic Yard 166,220.16 113.00 506-00224 Riprap (24 Inch) 12 Cubic Yard 1,800.00 150.00 506-00236 Riprap (36 Inch) 90 Cubic Yard B,523.90 94.71 506-00409 Soil Riprap (9 Inch) 67 Cubic Yard 5,360.00 80.00 506-01020 Geogrid Reinforcement 195,921 Sq Yard 334,364.46 1.71 506-01100 Concrete Block Revetment 555 Sq Yard 82,806.00 149.20 507-00000 Concrete Slope and Ditch Paving 561 Cubic Yard 200,132.50 356.74 507-00100 Concrete Slope and Ditch Paving (Reinforced) 1,448 Cubic Yard 452,321.00 312.38 507-00400 Bituminous Slope and Ditch Paving (Asphalt) 979 Ton 102,963.00 105.17 507-00725 Slope. and Ditch Paving (Special) 35,883 Lin Foot 290,816.45 8.15 509-00000 Structural Steel 304 Pound 304.00 1.00 509-00001 Structural Steel (Galvanized) 30,550 Pound 73,320.00 2.40 mat WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 084 PROJECT: Mason Corridor— MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: U- (Title of WCD): Block Specification Change - Wall 2 This work change directive directs the Contractor to price and, if accepted, change the Wall 2 block specification and supplier. Here, through RFI044 it was realized that the Pavestone Block specified in the contract was not designed properly and could not span the vertical height required for Wall 2. As such, the MSE wall system is changed through this WCD to a Keystone system which has a heavier unit weight and can span the required height. This work shall be paid for as a single lump sum addition to the contract based on work complete in the field. This change is being initiated by the City as the plans and specifications provided for the wrong MSE system to span the required wall height. Attachments (List Supporting Documents): CEI supporting costs; change request review form, RF1044 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: April 10 ,2013 timer Date Recommended By: /�� A/ April 10 ,2013 Construction M;Fnager Date Copy: Owner; Engineer; Field File - SharePoint WCDO84—WALL 2 BLOCK SPEC_07-06-13_DRAFT FOR PRICING PAGE 1 OF 1 maA Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-05-13 Contract Change Pavestone Block —Wall 2; Change to Keystone to comply with design Description: constraints Contract Change Number: CCR 116 Date Received: April 23, 2013 Date(s) Work Performed: Not yet complete Plan Location(s): Wall 2 — BRT STA 158+80 to 160+20; Sheet 542 Description of Review: CEI quantified extra work associated with installation of Wall 2 due to a change in block suppliers to accommodate the design height of the wall. This item is quantified in 504-08050 - Stone Landscape Wall and is specified in Revision to Section 504. Section 504 requires the design of this retaining wall to be the Contractor's responsibility. As part of RF1044, CEI inquired as to the design options for this wall. Michael Baker provided Keystone wall block as a secondary option to Pavestone. Keystone block has the ability to span the entire wall height without gecgrid reinforcing. The Pavestone block specified (Brighton Stone) can only span 3 vertical feet. The recommended change to Keystone Block is approved. Amount claimed in CCR 116 - $2,792.38 (material and design) Amount authorized - $2,792.38 (paid as SFF through a work change directive additive to the base unit price) Engineer Acceptance: contractor Acceptance:` (X Page 1 of 1 4123/2013 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 116 CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF CCR: Plans identified the Pavestone block to be used for the construction of Wall #2. Per RFI #44, this Pavestone block cannot be used for this application due to the overall design height of this wall. The pricing below reflects the added cost to go to another block supplier in order to construct this wall. LOCATION: Wall 2 North of Bay Farm Station, South of Prospect Road MEMO NO.: MEMO DATE: COST CODE: DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Pavestone - Block 912 SF 6.17 (5,627.04) Pavestone - Cap 158 EA 3.43 (541.94) Pavestone - PE Stamped Drawings 1 EA (800.00) Boral - Keystone Standard Units - Sandstone Tan, Brown, Grey (fiberglass pins included 912 SF $ 9.14 $ 8,335.68 Boral - Keystone Mini Cap Units - Sandstone Tan, Brown, Grey 158 EA $ 3.96 $ 625.68 Boral - PE Stamped Engineered Drawns 1 EA $ 800.00 - $ 800.00 TOTAL $2.792.38 Concrete Express, Inc., requests _ days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. NCO( Mix tior�tif 'Yd ycoq„"o? 3 r. Please see below your bid on block, cap and grid. I have also sent the plans to Mike Sheridan to get you engineering numbers. Brighton Wall 900sf 6.17sf delivered. Cap TBD 3.43ech delivered. 3xt TBD 1.65sy @ 200sy rolls Engineering Mike Sheridan 720-220-3699 He will contact you. Standard Denver colors only. Standard Mix. Pavestone to unload product. Full pallets only. Full truck load quantities only. Partial trucks will be charged $415.00 freight. 10.00 refundable pallet charge. No pallets to be picked up after the last truck of product has been delivered. Pricing does not include tax. Paul, If we can switch the product to Diamond Pro, I can save you 1.90sf delivered... I'll give you a follow up call to review numbers. Thanks and have a good one. Tom Schnetzler CDC Sales Pavestone Company 720.236.4482 Colorado Colorado Best Block Build With The Best Date: 4/24/2013 Customer: Concrete Express Contact: Hannah Seely Phone Addresst: Address2: City, State: Zip: Best Block www.boralbestblock.com Craig Lyons 303-898-6485 Quote Form North Location: 8227 Blakeland Dr., Littleton, CO. 80125 Phone:303.791-3334 Fax:303-791.2947 Toll Free: 877-444.3334 VSTONEO NETAINING WALL SYSTEMS Retaining ExcC//enCe Cultured Stone Project: Mason Corridor BRT Contact: Phone Addresst: Address2: City, State: Ft Collins, CO Zip: South Location: 2662 N Freeway, Pueblo, CO 8100f Phone:719.543-3063 Fax:719.543-8507 Toll Free: 800332-8512 PRICES ARE FOB JOBSITE BASED ON FULL TRUCK LOADS -PRICES DO NOT INCLUDE ANY APPLICABLE TAXES. QUANTITY DESCRIPTION UNIT PRICE As Specified, Material and Design Quote: Package to include everything listed below 912 Keystone Standard Units - Sandstone Tan, Brown, Grey Sq Ft $ 9.14 (fiberglass pins included 158 Keystone Mini Cap Units - Sandstone Tan, Brown, Grey Ea $ 3.96 3 Freight to'obsite included 1 PE Stamped Engineered Drawings I Ea $ 800.00. Block to meet ASTM C-1372 standards (3000psi & < 8% absorption Pallets charges and taxes have not been included in this quote "Global stability anal sis has not been performed prior to bid" Price is Valid for 60 d 1 s Total PALLET DEPOSITS OF $12.00 ARE REFUNDABLE WHEN RETURNED IN A REPAIRABLE CONDITION Auuo prdnce or reliance upon this quote for pricing will not constitute a binding contract with Boral Best Block unless and until credit- worthiness is approved and prospective purchaser executes a written purchase order on the standard terms and conditions required by Boral Best Block. This quote based on preliminary take off and could change as a result of final engineering. Contractor to verify quantities. Block is a natural product. Color and texture can vary. Contractor advised to build wall from different pallets. Certain fixed costs are used to compute package pricing. If entire quantity is not purchased, there will be an adjustment to recover unbilled fixed costs. Returned gods subject to 25% restocking charge. This quote does not include taxes or pallet charges. There is a $12 per pallet charge that is refundable upon return of pallets in acceptable condition. Customer responsibility to return pallets. Product will be shipped in full semi trailer loads. LTL (Less Than Truckload) quantities or additional product may result in additional freight charges. The above prices are F.O.B. (Freight On Board) Littleton or Pueblo plant. Contractor responsible for unloading material delivered direct to jobsite. Block to meet or exceed ASTM C-90- 1900 PSI. Keystone to meet or exceed ASTM 1372- 3000 PSI. If higher strength units are needed, please notify us for pricing consideration. Special ordered colors will be billed to the nearest Full Batch Quantity. Additional special orders once the block is manufactured may constitute additional set up charges. We will bill the the customer for all remaining special ordered units. It is the customers responsibility to remove the units from our yard two weeks after the billing. Boral Best Block is not responsible for the units after this time. Block to meet or exceed ASTM C-90- 1900 PSI. Keystone to meet or exceed ASTM 1372- 3000 PSI. If higher strength units are needed, please notify us for pricing consideration. ✓Vritten By (no verbal quotes: Accepted By: Colorado Company Best Block www.boralbestblock.com Craig Lyons 303-898-6485 Signature Date la Request Number: CEI PROJECT NUMBER: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: REQUEST FOR INFORMATION (RFI) RFI-044 03/08/13 • ..N 1 DESCRIPTION: Fort Collins - Mason Corridor MAX BRT Requested By: CEI Phone: 303.562.2000 2027 W. Colfax Ave. Fax: 303.893.1949 Denver, CO 80204 URGENCY: x NOT URGENT URGENT CRITICAL TIME IMPACT: YES NO x TBD COSTIMPACT: YES NO x TBD INFORMATION REQUESTED: This RFI is concerning wall 2 - Sheet 542 The engineer at Boral Best Block said he could make the design for Wall 2 work up to a max of 6 blocks (4.02') high plus the capstone at the tallest section. The wall begins at station 13000+00 at a height of 3.22. It stays under the 4.02' height limit for 93.375' (until station 13000+93.375). The wall continues for another 125', this portion being over the 4.02' height limit. The last 6.5 feet of the wall are under the height limit ending at station 13002+24.88 at a height of 3.16' Based on the limitations associated with the block, please provide direction on how you would like us to proceed REPLY: The Contractor has the option to use Keystone Block as attached to this RFI. The Standard 21" ----- block can be installed up to 5.67' in height without geogrid reinforcement. The design handbook for — Keystone is attached. The gravity block wall only exceeds this height for approximately 15' from _— STA 159+99 to STA 160+14. If the Contractor choses, he can install geogrid equal to the height of the wall in this area. Concrete Express, Inc. Name HannahSeely Title Project Engineer Date 3/8/2013 City of Fort Collins: Name Keith Meyer Title CM Date April 7, 2013 — `AIO F irm[ivaa � ___---------- Cal MIS L'rW Pc sM. naawss.ls—..� __ Em1ig uot, Emevad J MC Stall IXp al ----------- ----- OEmIngtrFo�c 4 Ubf ilm l:w 19C sa IbWK4.n - M•USS'E Exivtiq _ ��mC SIa. 13001H4.10 Orve 01 �L%ae o1 FrWi EaeVg Lou �SIIXm .—pi SIn.Ib01g9.)0 � yyg11W Ful tine of Wd TV Ine OL Curve 02 M Wd21 BttY DI Cub Cwre 2 ,ram --. _ Clmw 159100 OOOt it lim Rd Edelig rAW� -" EtlaYq- ruum Tri bare lie `� FL praise ere ell eInD[Imeb W —11 wmpprleon Emertnnel ma:nl _ _ o o ^_ IX N o ___ _G m PLAN \300�Y[i3.3� -q 6 la9 OrDay FH A FMeMd crnda ee A tlsr. RIO 1 `Emr°g WD,I nd Tako.a. Lm Emliq Dbal U= Lee 4Nv9 tlaud ��uNr DI WdI ., ________________2.83"_ L.BS D. 500).52 FL S1WI BRT MIS I mw ELEVATION Baba at Wl WD12) slaWn Pa42D' rm BRL WB Lim�7 1--Permmmt... 1-- CURVE 01 DATA 418Y°y h-�1 a t. a1 Construction No Rwitlene: Redeed: Vdd: WergD.nd Iyu rc INslo.• ISCCwB1.Y v fm6 - I2M0 33 N 941138 E 1 - 2YSYb` LL 515' uvYde IO.IY P • mw iF^� �sl.nn U.. CppUS5R��V,Ey1p02 DATA Pjteerd� 11911I..'9E AA ppd•144Y RI. h:aa��a D 7� m d CURVE 03 DATA LLPI SU- 130OH20.% IL PI Coal.- 119421444.04110.01E N $ f • t9.2T11'LL L•54' �y R 5130 CURVE 04 DATA ,AU N Yi-= �b12l nb 4l8O N 2Yorsi409i55 E III. L • I].la + sY 3 n 5020 R - 3.67' 5 NOTES VV 1' noise aa�erulae, at 1, at a ll 010 YID EI. 5009.52 uNeu 2. Fnr frle.d Rode, aa&, Dee FW. MIS Lae I Soon d'F.., at V tan, War tD Rvn lr ' Etielirq 4. F[r 004an oaurcm nfarmbo. arm IiWD¢wM stDab Ar[a flvu. O5i 4B9J agyn S. FarM4 deHl6GEDNR 119Eto LS =.,al ti= KEYNOTE Eg�raw. olLd�f m°� °m'IPalo RETAINING WALLS Project No. Ft. CDlllne: 7073 N RETNIN6PL WL 2 CENER& LAYOUT NEMOVE slrutlue NUMB^ 9. CAT .- sM1eet NVrMer 542 Su4ae1: WALLS SMeel9:eela: W6 6 39 C1-702 IFC V J 9 vonnce 120 12g0 BUS AMPERES: KAIC. RATING: ^�I MAIN BKR.AMP S. 1 _ L r CKL BKR IRE j.ul.. ae� 1 WIRE: 3 MAIN LAGS IONLYI C Iq. POLE AMPS( SIZE (CIRCUIT DESCRIPTION( NO. (POLE AMP6I SIZE -t—�S�Z-tAN wvtt n.E q sLT I f, 1 2. 1 12 2 30 1jJPLATFORM LIGHTING carT:�t I m I 11„ 5-i 6 1 2 20 _ 1: OJ WALKWAY LIGHHNG oT 0.T� -A 1 70 I P 1�i6 I xaZi r iTiY` _ II1i I 2 30 20 13 2 ANINTEIMNCE OLRLET WALILWAY LIGHTING O6 `�11 22pp � -,11 0) 6i acgJSPACE 20-. SPACE to I 30 tt�$Pgf.E -23 _SPACE_ 1 20 f2_ PIUSE PANGFCO ND LMD EUNM9PY A IOML6I.lA I:i-6.O F-71 FXASE 10fAL 0 7 r971 OPANEL —1:1,., TOTALS AMPS [72L5 SCHEDULE TYPE MOUNTING:' SURFACE LOCATION. PCC FED FROM. UGLITY%MFR T DESCRIPTION INI 9ENOMMACMF Ts— ��A�L� as E'STMroNSNGK�^'' o5 RON CONTRSLLE 05 IOI.TAGE 120 n_ao,_PHASE: I WIRE: 3 `PANELBOARD : LR2)EAST) I 11S AMPERES: a') --- MAIN LAGS (ONLY) Ot TYPE MOUNTING:' SURFACE LAIC. RATING: --la LOCATION ACE MINBKR. AMPS '. ( s0 )MAIN BREAKER MOUN TEN UITOP FED FR OM'. UTILITY%MFR ]Ki. BNR WIRES NO. POLE AMPS SIZE CIRCUIT DESCRIPTION ICANDPYLIONYING CKT. SKR WIRE NO POLE (AMP6 SIZE v CIRCUIT DESCRIPTION sP PNaBn -1 1�20 �J _I2 A 1 3 -I�55 12 TIGNETV6g�iNay 1ACNN A1� 2 20 -1 12 PLATFORM LIGHTING SPACE 02f J.l._M1 1 02 YA 'P- 06 SPACE %1 - SPACE ll I 30 12 MAINTENANLEOLRLET O6' 1 'PACE Ip PAN[LV LM: D SBNA iOlALB11ryn1:CY8 IrviiAisl_:_21:�233T-100) PKI T.I. p E 1.2 [— ov :18 u[[ I ��r wDa TAGE: 120 /NO 1 WIRE 3 AMPERES: VPPHASE: f HBO I MAIN LUGS (ONLY) C IC. RATING: JBK0.. AM P6: �_ CS MAIN BREAKER FqU BKR WIREjT^ CKT. POLE AMPS S1ZE DESCRIPTION ' NO, POLE SIZE (CIRCUIT A S (AMPS -s _ 2 20 PLATFORMLIGHPNG as i-!- 1 1 3 I - O5 /-0 1 30 _ 2 20 �WALKWAYLIGHTING 05 1 20 �fY O.B 10 1 2p 12_ _ I� 1 12fMAL"AYNCEITING 12JWALKWAYLIDHIINp 05 iYfi 'j'"�N'� +s- 3 30 20 10 rA v 2' 1l- - - SPACE Lo r-le- - ---�- - SPACE _ - SPACE - SPACE '-SI PINBE P N99E 101AL PINEL9MFp LOAD B ALS TOLSIHVArcvAc�5i 1 F90 MIS Axes r45AT-3061 F-15.01 O PANEI SCHEDULF TYPE MOUNTING: SURFACE LOCATION: PCC FEDFROM. UUMITY%MFR i DESCRIPTION p.A A B 65 TRMEIXfiROL[£R-"�' 05 O STATION SIGN 050.5 VOLTAGE : +zo (35D PHASE vnae 3 [PANELBOARD: Mu(WEST) BUS AMPERES'. ` JO) MAIN LUGS (ONLY) OI TYPE MONSTING:SURFACE KA I C. RATING: 1p LOCATION PRO MAIN RKR AMP6_lE! 60) WIN BREAKER MOUMEp OITOP FED FROM UTILItt%MFR No RKR WIRE CNi. I RKRi xM NO. (POLE AMPS SIZE CIRCUIT DESCRIPTION NO. PoLEIAMPCIRCUIT DESCRIPTION pHnsE i I- 20 12- CAN6P'iU(EHTING A03i S -i�1 i20Nt 3�1 30 1] PLATFORM LIGHTING 02f � tO6 ox �j + ]nJ9PACE ILCC SPACE pp. ib SPACE i I 20 MAINTENVGECU Pr US I SPACE VE TOTAL PAIEG IYI LOAD SW4W' TOTAL61 rvA1' 2F-1� I-Cai N °•^° ,DTnyM�2;j—x33T—fora � f6T7 PANEL( SCHEDULE O PANEL SCHEDULE -' -- -- O xleBT Nevls lOns MASON CORRIDOR BRT CrYOI Fort Collins roeNAITI. P."m ry II� s LMLnn. ao imie' ° EM.� Construction Drawing' ELECTRICAL PANEL SCHEDULE. Project No. . PIT. I. NIA I - I.I II/d 11 A?vi5I IX15: F} CO,UBS: 101E UI 1 IDfG AIII tIl d 1 L .%Mr Oit iO15 p Nev'sea' Des l[men Fri Btr�f re r2i 0 vom: pnlOf ler: RBM lermfrs 'Met NUTer EMeT 5u05NELELiFILAL AMfI $Meta: Ell of �9 4 J Old kfSTONE' J D E Sd G,"N S. "T I M'.`A T I `N G CT5swl it Rfi .................... .............................. ................. fx ...... ............... ...... ... . . ..... ...... .. . j;' JC Thjsm-qion contains cligi-tifor Compac and'Stanclard unit. e �tsl�scg i��rayity wallsorgeogrid reinforced walls. 4"� .;The gravity wall charts help detel hirie tli6 ma�inn um possible gravity wall heightfer a Ccin,k or Stainda-rtl'unit. First select which'unit v% ill be used for -the wall. Second determine which soil tv most ciosely esent, conditions on the pf6ject site. Finally, sel6et the represents bdadc e wndttion diat mast closely represents the final con wall condition. I —�, .1 .—, pill, A reinforcedfwall cha=cier nvilt-ipit fa-cv5ri;!fbr determining the necessary geogrid lengh• pt-I R A 1 it V. 11 a r0priaLe.Unit type and.walDf3iti detcrniine the �f wallitoload ' riiou that filost closely,resembles the final project cuncti fiom.Then sblccr Lh6.soil 66ndidontharinb4closely I atch t site soils .TiniiW.select thei height (including embedment) that gill best % bile projectwallprofile. 2'". —J, The de-sig�iv l esi rung clans in this section r re crence and pre d iminary esign-, ut 'be c Tisi 'red as asiandzrdized,enginerIJig'dCCkjnvA'. A qualif'j&d,j)rotmiotialshould.beconSL]Ited I I i' assistance Keysr6neaccepi-116 IiAbllitv for the improper use ofdiesctcharts' -f :1 e A j ptziZ- % Ot� �A Gravity Wall Schematic GRAVITY WALL SCHEMATIC SETBACK/BATTER, CAPUNIT KEYSTONE STANDARD UNITS FINISHED WALL HEIGHT EMBEDMENT LEVELING PAD —� BACKSLOPE OR SURCHARGE LOW PERMEABILITY SOIL '—COMPACTED FILL ZONE AS REQUIRED RETAINED SOIL ZONE If I UNIT DRAINAGE FILL LIMIT OF EXCAVATION DRAINAGE COLLECTION PIPE (IF REQUIRED) NOTES: Wall Height (H) is the total height from top to bottom. Minimum wall embedment is 6 inches 1150mm) or Height/8, whichever is greater for level toe, Subsurface soils must be capable of supporting wall system Unit drainage fill is 3/4 inch (20mm) clean crushed stone. Leveling pad is crushed stone base material. All backfill materials are compacted to 96%Standard Proctor Density of 029G Modified Proctor Density. Finished grade must provide positive drainage. Tail ra n I. r i in, r' 'cninal I p III." Sys"" I as ira I O R i 4 9.aIII `1Y IiLhv I I,r IIJ 1". 1111,11 li Ch ' n el".d rid o IIN.101'lay far .se COnmll ore s sna ifuse Is QI10INsans .b Ry or Vs, use d cunIdi and alialyss:Muoar l,III by ,Gu'av c insnP^. 24 Knnone Construction Manual mnekei nonenal8.com TOTAL CRETAINEDSOIL HEIGHT NEAR VERTICAL WALL (Minimum setback per unit) NEAR VERTICAL - STANDARD UNITS (18") Soil,Type ,Level I:. 4H.1V, ,3H.1V 2Hi1V.' Sand/Gravel ' - ,.. 4.33' (1.30m) 3.67' (1.10m) 3.67' (1.10m) 3.00' (0.91FT) •- 3.67' 3.00' 3.00' 3.00' SiltySand .y.,` (1.10m) (0.91m) (0.91m) (0.91m) 3.67' 3.00' 3.00' <1.00' SiIVLean Cla .. y (1.19m) (0.91 m) (0.91 m) (0.30m) Maximum Height Gravity Wall Charts J 1 SLOPE TOTAL RETAINED SOIL TYPE HEIGHT ONE INCH SETBACK WALL (1" min. setback per unit) (25mm) SETBACK OPTION - STANDARD UNITS (18") .Soil-Ty,e t -Level 4141V 3H 1V1 °.2H-1V� Sand/Gavel'. 5.67' (1.70m) 5.00' (1.50m) 5.00' (1.50m) 4.33' (1.30m) Sdt Snd 5.00' 4.33' 4.33' 3.67' ya (1.50m) (1.30m) (1.30m) (1.10m) 4 33' 3.67' 3.00' 2.33' Silt/Lean Oay (1.30m) (1.10m) (0.91 m) NEAR VERTICAL -STANDARD UNITS (21") SETBACK OPTION -STANDARD UNITS (21") t � -Soil Type ' Level. 4HAV ' 3H:,1V 2H:1V . Sand/Gravel 5.00' (1.50m) 4.33' (1.30m) 4.33' (1.30m) 3.67' (1.10m) ' Silty Sand 4.33' (1.30m) 3.67' (1.10m) 3.67' (1.10m) 3.00' (0.91m) 3.67' 3.67' 3 00' 2.33 -Soil Type',,_.` Level 4H:1V 3H:1V M1V -.Sand/Gravel. 7,00' (2.10m) 6.33' (1 90m) 5.67' (1.70m) 5.00' (1.50m) -Silt Sand5:67 Y (1:70m) (1 SOm) (1 50m)' (1.30m) Si1VLean Cla o .UU ss s.o/ ,TFU y (1.10m) (1.10m) (0..,1m) (0.71m) Silt/Lean-Clay .50m) (1.30m) (1.10m) (0.91m) NOTES. CALCULATIONS ASSUI.IE A. ON IT WEIGHT OF 120 RICE (19r:NIM2) FOR ALL SOIL TYPES. ASSUA4E: 1) ANGLES OR EARTH PRESSURE CALCULATIONS ARE SANDI GRAVEL-34', SILTY SAND-30`. MJD SANDY SILTiLEAN CLf.`/-?6'. NON CRITICAL STRUCTURES WITH F91.5. CHARTS ARE PERFOPPIED USING COULOM5 EARTH PRE& SURE ANALYSIS. INCMA 3P.D EDITION) NEAR VERTICAL WALLS UTILIZE 1' BATTER AND 1' SETBACK WALL UTILIZE 8` BATTER. NO SURCHARGES WERE USED IN THE ANALYSIS. SURCHARGES OR SPECIAL LOADING CONDITIONS WILL REDUCE MAMMUM WALL HEIGHTS. SLIDING: CALCULATIONS ASSLII . A e N WMMI CRUSHED STONE LEVEL114G PAD AS COMPACTED FOUNDATION MATERIAL THE INFORMATION PROVIDED IS FOR PRELIMINARY DESIG14 USE ONLY. A QUALIFIED PROFESSIONAL SHOULD BE CONSULTED. KEYSTONE ACCEPTS NO LIABILITY FOR THE IMPROPER USE OF THESE TABLES. Tne Le`cn 11wed n, as ble ee,eI, l'-y,m a_ VJ:II yamn.lIne_',.l", belI,e L un,", ilee,", ;,L, I' nef"'I e,ee-n"'. afI,II"'I..e ILmle. -a.f IrleI11 fl.+ LAIL'IlRy foe I he Um co nc mp.la one 's meee"o'... a, M12 smeey leeiei, of Oe Uerv_RIIIIIIIIIee'lw.Id ely_3ii le Ir.n>b 1,,1101e1_-er. n�ln'.kelstonenzlk.ronl Kelnmrm Construction Manual 25 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand September 13, 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 Independent Cost Analysis — CEI CCR *164 Mountain and Mason Intersection paver installation — WCD085 Concrete Express, Inc. (CEI) was authorized through Work Change Directive (WCD) No. 85 to track time and material costs associated with architectural paver removal and installation. This work was reviewed through a contract change request and costs verified by field staff. Unit costs contained within the CCR were verified as typical, reasonable hourly manpower and equipment rates. These rates are fully burdened, include overhead, profit and associated costs. As such, they are more than is paid through certified payroll. This CCR/WCD is associated with SCC 40.06. The change request review form is attached to this memo and contains the independent estimate checks/time and material tracking. Through the review of CCR 164 related to SCC 40.06, the total cost in the amount of $1,257.85 is reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. �01 Keith Meyer, E Construction Project Manager CH2M HILL Team 970-988-8605 keith. mever(a)ditescoservices. com Cc: job file Change Management Checklist Category .- .Compliance Reviewed Reference Initials Part of the build alternative; scope Reviewed for compliance with 9/13/13 of work included in SCC 40.06; KM Environmental Assessment inside area of influence Reviewed for constructimpacts 9/13/13 Included in traffic control plan forion/safety KM work in area Independent cost estimate prepared 9/13/13 Time and materials tracked KM Reviewed for PCGA grant compliance 9/13/13 Part of Build Alternative KM scope is included in SCC 40.06 Reviewed for real estate impacts/needs 9/13/13 Construction inside public right of KM wa Reviewed for compliance with design criteria/ADA htto://w .access-board.gov/ada-aba/ada- 9/13/13 n/a KM standards-dot.cfm MAX BRT Contract Change Request Reconciliation CCR 164 - Extra work associated with INH6.1 and Mason/Mtn pavers Date: July 6, 2013 revised July 17, 2013 Field Memo it w�.-.-.d,A..._...,.+....... w.7 Descriotion I ahnrnr/Foam fhcc n...,..a.i.. ::..:. 32082 Removal and Replacement of Pavers --_--•-''--'----- Foreman -..........r 3.0 ...... HR a.vaL $55.00 :vim wbl $165.00 Mountain/Mason NW corner Labor 13.0 HR $40.00 $520.00 Concrete 3.5 CY $95.10 $332.85 CAT 246 3.0 HR $80.00 $240.00 $1,257.85 Total Cost CCR 164: $1,257.85 mac WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 085 PROJECT: Mason Corridor— MAX BRT PROJECT NO: 7332 OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. The following additions, deletions, or revisions to the Work have been ordered and authorized: Mountain/Mason Paver Installation This work change directive directs the Contractor to price and, if accepted, remove and replace pavers at the northwest corner of the Mountain/ Mason intersection. This work was not included in the MAX BRT contract documents. This work shall be paid for as a single lump sum addition to the contract, tracked as time and material expenses in the field. This change is being initiated by the City as the plans did not account for this work. Attachments (List Supporting Documents): CEI supporting costs; change request review form and field memos 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: / 2.1� � February 22, 2012 Owner Date Recommended By: 4� At'- February 22, 2012 Construction M{nager Date Copy: Owner; Engineer; Field File - SharePoint WCD085—EXTRA PAVING WORK-2-22-12—DRAFT FOR PRICING PAGE 1 OF 1 mast Contract Change Request Review Form Project Name: Mason Corridor — MAX Bus Rapid Transit Owner: City of Fort Collins — Engineering Department Contractor: Concrete Express, Inc. Contract Number: 7332 Date Reviewed: 07-06-13 Contrail Change Description: Extra work associated with Mountain/Mason pavers and inlet INH6.1 Contract Change Number: CCR 164 Date Received: 02-22-13 erfor) Work Pmed: Perfor October 2012 Plan Location(s): Storm Inlet INH6.1; BRT STA 1254+50; NW corner Mtn/Mason Description of Review: CEI quantified extra work associated with INH6.1 and installation of pavers; demolition of flatwork at the Mountain/Mason intersection. Field memos supporting this change request are attached hereto. The following change request items have been evaluated and approved or rejected as follows. 1. Removal/replacement of brick pavers. This work was tracked according to the attached cost of work record. It is being paid for at time and material rates. 2. Removal of valley pan. This work was paid as unit prices inside the pay application. 3. INH6.1 standby. A decision on the configuration of INH6.1 was provided to the Contractor within'/i hour of the issue being raised. Meanwhile, the Contractor continued work on other project scope. The request for stand by time is rejected. Amount claimed in CCR 164 - $4,423.82 (time and material) Amount authorized - $1,257.85 (paid as time and material through a work change directive) uiymeer Acceptance: contractor Acceptance: v 2 Page 1 of 1 /�112,., ?` COST OF THE WORK RECORD PROJECT: --1'6AX CONTRACTOR: L E-77 CONTRACTOR'S REP: _� .i �s: T=.s RESIDENT INSPECTOR: C4 of ,,�` rt Collins RECORD NO: DATE: 1012c a PROJECT NO: OVJNER <<% DESCRIPTION OF WORK 4=�p�i� :%;4tiL� S c;�: I�;"tG^�iraf:S1{`- i�'��e'— /1�ct',r•J-y��/�,' Number Labor Mails. Equip. Description Quantity Unit Unit Cost Total for Yam Total Cost z 3 4 =2 �_SrJ 1r�cs ii l%'w�n2� 1C• 1�->ZS 5 6 7 8 9 _;�_ i(,. -tom':v'� ir::(:L. fZ I•`:5 1!) 11 12 13 14 15 16 17 18 1° 20 21 22 23 24 Signatures Contractor's Rep. Residend Ir.=p=-for f•ii ch_ �3e= h^ the C?]i-a Price to be leipine", cn tha'Car c?the 15'a{ Cesi; mun G= v=7fi by iois :a -or:. Copy 1. i��dne� a necide-; 1-spe ::ore o`fi;:e. 2 To P.,*'t 64anaoer a?,h diary sh_:.: `or the deg. ;. T, Cmt-azla,s iReureseni9`.i,e. i F:EV 10;35 FORIr 441 i 2122113 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT#: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 164 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: All extras at Mountain and Mason including but not limited to Mountain pavers handling, Removal of valley pan at station, and awaiting direction for the SW inlet 1 LOCATION: Mountain and Mason MEMO NO.: 35755,32082,32345 MEMO DATE: COST CODE: 700-10012. 700-70023 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL CCR 71 - Pavers t LS $ 2,110.00 $2,110.00 CCR 159 - Removal of Valley Pan 1 LS $ 270.00 $270.00 CCR 14 - Inlet change 1 LS $ 634.00 $634.00 Traffic Control 1 LS $ 1,409.82 $1,409.82 TOTAL $4,423.82 Concrete Express, Inc., requests 1 day for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. • A42-e--Ftfy7 I t/ eC (L 10 LAJ" M i O AS UW61MLS (LlJ1T4� CG21� i�In1,MRL IP^0l CROW 1.JOILI6IX U� oTt(L CorJT►LAr-T vJOP-f Work Chan a Directives/items_ SCC Item Number Description Contract Value Status 40.05 WCD077 Wall 1 B height changes per RFI $ 1,573.62 Adds rebar and concrete; labor and materials 047 to construct Wall 1 B taller per RF1047 40.02 WCD081 Jacked Bore Conflicts $ 6,547.52 Adds time and materials to remove underground conflicts with F1-1 and E2-1 CCR Reconciliation (all ciliinstation al Reconciles CCR 40.02 WCD082 utility/pipeReconciliation $ 37.245.20 11,24,67,88,123,142,148,162,169,170,171,17 4,179,180 40.01 WCD083 Guardrail removal STA 151+25 $ 1,288.00 Adds removal of guardrail behind Whole Foods CCR45 10.08 WCD084 Retaining Wall 2 block $ 2 792 38 Pavestone block specs versus type needed to s ecification build wall height CCR116 40.06 WCD085 Mountain and Mason Paving $ 1,257.85 Extra work at Mtn/Mason to reset pavers, extra workchange inlet and flatwork CCR164 Total Work Change Directives Change: $ 75,756.04 Change in Contract Time: This change order authorizes a contract time extension of zero (0) calendar days. The overall MAX Project contract time remains as summarized below. Contract Time Summary: Substantial Completion Milestone 1: July 31, 2013 (Mason Grade Separation CO#5) Substantial Completion Milestone 2: October 31, 2013 (Mason Grade Separation CO#5) Final Acceptance: (Mason Grade Separation CO#5) November 15, 2013 Revised Substantial Completion Date February 11, 2014 (BRT Project through CO #12): Revised Final Acceptance Date March 13, 2014 (BRT Project through CO #12): Page 2 of 2 ""JANF 12M 2Pe iPxA9e: D A a ! PANELBOARD P1 EXISTING SLL9 AlMERE3 +W�_ ' _ NAN LL03(CN.Y)_CN:r TYPE MOUNTING. RECESSED KALc MnN3 i +aM.._ _I _ I .. _.._ 'LOCATIM . C.1.01 T-FEDFROK IMINBM.ALTR i NO. SIAN MIFAKER F%%NrE00k .TOP IDPI cu.B_K_R_ WIRE ... __. ._ I ML _CRr. M%R _WWE ._._.____ MA NJ. POLE ANIM 912E CIRC_U_T_ DEDCRIPT_I.ON_ __IRw_E __ NO. Sol MR_ S _612E_ GRCUR CESC_RIP_r10N A B C _'NNOS q B C b FAIR1 12 I D 2 0 _ +a 13 �'19 10 t2 + 1 r za -RD oS 1 + 1 20'" 26_ 10 EKYLIGMS Ef:r LID8Wm MS, EM LIGMB_WNTER Ec1✓-1 ECM2 i0 EM LpMB N)ILIN _ nb 6� �- fl 1 1 t + 1 �20 _ t� EM LIGMBISEBT PIATPORSIMMNTN COMMUNkATGNEODIP YLCKTYEMNe KAC PANEL P3 _S � DI' _ - r - --" Da_ 20 Ib ISO E 1W +2 12 3 U ___ 1A 'a8 1 2D 22S - MMMENANCEOIrtLET'- PANEL P3 98 8 . 9t - -"' 131 .. ... Pb'.. PANELBCNPO 1DTALA'W A ••.. .... lfR II - T n pANE L $ CH D 30A per 011E ACD _._.TAOE_-- _ ub rgAy_ 'P.E: + WIRE_ f _ _ PANELBOARD: 01-jiv ST)B AIpERE3: MAINlU___NiERIAOLOCATION JOOP PCC�MAIN BKH ANY3: EO MpIN BREAKER MOUNTED fEO FRUM: UTILIN%AffR _* T. DIOR WIRE CKT. BKR WIRE Me NO PILE AMPS SIZE CIRCUIT DESCRIPTION I- NO. POLE MMS SIZE CIRCLAT CESCRIPT_ON _ _ N. T, 2 I-3d 20 MATr'dRMLIAHTINO.. SPACE — - 03 I. ALAI Lo°n euNLVmr A LNALL: I 30A per MIs WCD - - — — - - --- Provide circuit 6 to II OPPoNE{^ SC.�LE SCIVI1:C mum ano CCTV pole(s) ILL IIT,d{I- IPT IWRI 1 WRII 3 - SPACE V Provide circuit 6 to - service ECB and O PANEL SCHEDULE WLTAGE: to lla9A PHASE:I WIRE: f PANELB( _._. - .AMPERES W MAIN LOSS (OILYIO TPEI _ I AWNBKR.Alp9 30 NMIN BREAI9ER 4JLill OTOP -I CKT. BKR WIRE SO . BKR WIRE W. POLE ASPS BIiE GRCIET OEPCWPnON W, POLE Ad9P8 8. .111 OEM A P 2 - � M1FGTiGFGIIGIFIIIFf- _ _--- __ZZ _ 'lb PALE'— _ --._.. SPACE _-...-.. _-..-_- _ _._ _ ___ -T' WINfEWNCE d11LEi" O8 - SPACC _n_N¢ FINp _ . �.. _ _ FNIEI6M10 NWMRI:� A -�_I _ u r y PANE Syf FH DJLE IAGE • +tB IR16 AiRl HIRE d, ... ... AIPCRES:. _..- .-'I. AYJN LU9.9 w O PANEL SCHEDULE DOR BRT Conomctlon Nn flavlelone: 1 :W flmIBW: ® Yaw: ELECTRICAL PANEL SCHEDULES Tay ECB and MEMO 32082 f ., JOB NAME: m,aX 32T JOB #: 1 Z -009 COST CODE: ADD - On 1 DATE: DESCRIPTION OF •PERFORMED: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303.562-2000 FAX:303-893-1949 I SPECIFIC LOCATION OF WORK: /')' o n h4; p F YI'1�5� /�II,(J CAFrteP. BREAK DOWN OF HOURS CONCRETE EXPRESS, INC. NAME: TITLE: DATE: 10 � 1; ACCEPTED: �I� i1��' 0""� NAME: TITLE: DATE: 3 LEGEND 1 REMOVAL NOTES: T1011. �I. . J. R(I'RE —IcATld 1— 1. aaE a... - f4 ]n]} BPi NRaotl.py .emovo plon52.0 n aneeL nevlslons MASON CORRIDOR BRT �y� _ FotLCcalUn$ �r`.�/1 fi wa,em ) I. zw e.... .2. w Ee construction DroAings REMOVALS! RESETS & ADJUSTMENTS Si A. 125NO0 ip STA, 125]MO Project No. M S Ie:l •20 Vert, Scale N/A '� pale; 5/03/12 5/10/12 Lammenl) RR ASPP4ip REV 5iA Y154 L,LLL-0Ui5 Iril, Jpp Jpi Ne P-mmrw rl LOM1in): ]0)3 V 'll lb'I Leader In Bvb,� PeviaaG. Oe)igner: JDP $Imalwe kwben O Void: Oetmly. REN $feel NumElr �%8 Sheet 5W3e1: FOg WAY 54ntl Me1f: R12B pl l]0 _ bl_3n9 Addendum3 11 2/7N 3 - Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 159 CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME:' Mason Corridor BRT DESCRIPTION OF CCR: Remove Valley Pan at NE Mountain Station LOCATION: NE Mountain Station MEMONOi:>. • 35755 MEMO DATE: 1/23/2013 COST COOE:; '. DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Forernan;--,'- -- 2 HR $ 55.00 $110.00 420D CAT RB-21 2 HR $ 80.00 $160.00 $0.00 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan Dickinson Project Manager $270.00 MEMO 35 l55 JOB NAME: JOB #: COST CODE: DATE: ISSUED CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE: 303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: P b, a v p Valle, 4 SPECIFIC LOCATION OF WORK: n con / C � her .err r✓/�l c � by f'm r BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. 1 ��.rnQn •, «ck � A44L il>f-^e . S G �� It CONCRETE EXPRESS, INC. ACCEPTED: p NAME: Tc. r. (r r C v r t NAME: �f 1I� Ito TITLE: r �. f is r•- r: • ; TITLE: DATE: C I =a' I DATE: v.l�i'�ii'.c"ia''+''§3ri4$§: :t:ii^''.v.A'.4:Gsb_,�sut._o,r•s.,v7..7rv..... 1 ` 8/24/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 014 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Waiting for direction from the City on whether to keep old inlet or install a new inlet. SW corner of Mountain and Mason MEMO NO.: 32345 MEMO DATE: 8/23/2012 COST CODE: 700-70023 DESCRIPTION QTY UNIT UNIT PRICE OT TOTAL Foreman 2 HR $ 52.00 $ 104.00 CAT 315 EX 2 HR $ 185.00 $ 370.00 Pipelayer 2 HR $ 40.00 $ 80.00 Labor 2 HR $ 40.00 $ 80.00 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, t Ryan Dickinson ProjecU Manager 9 w G � A A�r Tl�it fa„} r 1 t 4 z q} , Ti$ 33 8 O N j ,I, O' 01. y X I J[([([p( . r ' r ' x K mn R{Tv "ATONTU R T.LC .NPM MI SheetRevisions MASON'CORRIDOR BRT:'- Construction Dra Dole:InIL�`�tt�(A vli N R Revl tl as cut lnea ATM' uei. R ae. 'ln p ti..6R3t115El v Ie:. . . 0 t. . ,.. SM1eel Ni 4 N O M U O LMp S 6/6/2013 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: DESCRIPTION OF CCR: LOCATION: MEMO NO.: MEMO DATE: COST CODE: 197 NC-rD0.75 12-009 7332 Mason Corridor BRT The panel schedules for all the stations show a 20A breaker for the TVM. A 30A 1 pole breaker is required and will be furnished and installed in the panels. The existing 20A 1 pole breaker will be left in the panel as a spare. Stations 6/6/2013 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL 30A 1pole breakers 1 LS $ 2,983.00 $2,983.00 Mark Up 5% $ 2,983.00 $149.15 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Ryan D cki son Project Maiiager $3,132.15 mJry �i ®97 EL ECTR/C June 6, 2013 Ryan Dickinson Concrete Express Inc. 2027 W Colfax Denver, Co. 80204 Reference: MAX BRT Ft Collins, Co. Subject: SEC CO 4019 Provide 30A Circuit to the TVM 12150 E. 112" Ave. Henderson, CO 80640 303-286-8000 Thank you for the opportunity to be a part of this project. Please review the following scope of work. The panel schedules for all the stations show a 20A breaker for the TVM. A 30A Ipole breaker is required and will be furnished and installed in the panels. The existing 20A 1pole breaker will be left in the panel as a spare. Price to provide $ 2,983.00 Should you have any questions or comments, please feel free to call. Sincerely, Sturgeon Electric Company Jim Shireman Project Manager OSHA ' ar Siows mast August 30, 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 Independent Cost Analysis — CEI CCR No. 033 Cottonwood removal in Segment 6 — WCD 074 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 74 to remove a large +48" caliper cottonwood tree shown on the drawing provided in the WCD. The tree shall be removed according to Section 202 of the specifications including applicable recycling parts. The work shall include stump removal, tree removal, chipping, recycling and haul. Please find the attached proposed Contract Change Request #033 from CEI. In preparation of this Independent Cost Analysis (ICE), hourly rates for the various pieces of equipment and manpower were obtained from multiple sources. The equipment rates were obtained from the Caltrans Labor Surcharge and Equipment Rental Rates, while the labor rates are from CEI's approved labor and material rates. The units of work are from a MAX Cost of the Work Record dated 10/16/2013. Using the hours provided in the cost of work record with the outside equipment rates, the value of the independent cost estimate is $1,612.20. Considering the scope of work required and the ICE, I would recommend an increase to the contract in the amount of $1,520.00 Keith Meyer E Construction Project Manager CH2M HILL Team 970-988-8605 keith. meyerpditescoservices.com Cc: job file Change Management Checklist Compliance Category te DaReviewed Reference Initials removal in this area was part of the build alternative and tree Reviewed for compliance with 8/30/13 mitigation was added; KM Environmental Assessment environmental survey for migratory birds completed and none found for this tree location Reviewed for construction/safety impacts 8/30/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 8/30/13 As attached to this memo KM Reviewed for PCGA grant compliance 8/30/13 Part of Build Alternative KM scope is included in SCC 40.01 Construction inside City owned Reviewed for real estate impacts/needs 8/30/13 easements for guideway KM construction Reviewed for compliance with design criteria/ADA htto://w .access-board.00v/ada-aba/ada- 8/30113 n/a KM standards-dot.cfin ditesco Date of Estimate: 30-Aug-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (Y/N): Y Independent Cost Estimate Description of Goods (A) or Services{S): A Remove large +48" caliper cottonwood tree according to Section 202 of the specifications including applicable recycling parts. Include stump removal, tree removal, recycling and haul. Paid as single lump sum addition to contract. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Beau Javemick Other (specify) CEI Approved Labor and Material Rates - August 2012 and Cattrans Equipment Rates through 3-31-13 Cost Estimate Details: (Estimate calculated in US Dollars) Signature of Preparer: Cost of Standard hems Product Cast $/unit Unit Quantity Notes TOTAL Delivered Data Source 3 Laborers 4 hours each $ 40,00 HR 12 CEI Labor and Equipment Rate Sheet $ 480.00 1 Tree Trimmer/Foreman $ 55.00 HR 4 CEI Labor and Equipment Rate Sheet $ 220.00 Boom Truck $ 145.01 HR 4 Caltrans Equipment Rates through 3- 31-12 $ 580.04 Box Truck $ 44.53 HR 431-12 Celtrans Equipment Rates through 3- $ 178.12 Chipper $ 38.51 HR 4 Caimans Equipment Rates through 3- 31-12 1 $ 154.04 SubTotal $ 1,612.20 Cost of services, Repairs, or Non -Standard Items Item/Task Materials or Work Description Other Direct Costs Labor Rate ($ Labor Hours Labor Class Allocated Overhead SGBA' Profit Notes: Data Source TOTAL $ SubTotal 'eesngGeneral and Ad,nNo-eMe E@vun TOTAL $ 1,612.20 maf' WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 074 PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: A - (Title of WCD): Cottonwood Tree Removal - Whole Foods This work change directive directs the Contractor to price and, if accepted, remove a large +48" caliper cottonwood tree as shown on the attached drawing. This tree shall be removed according to Section 202 of the specifications including applicable recycling parts. The work shall include stump removal, tree removal, chipping, recycling and haul. This work shall be paid for as a single lump sum addition to the contract. This change is being initiated by the City as this tree was originally intended to be preserved. However, the guideway could not be built to the lines/grades provided for in the plans without severely damagingthe tree roots. The City Forester was consulted and his recommendation was to remove the tree. Attachments (List Supporting Documents): CEI supporting costs; Sheet 984 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: March 20, 2013 ner Date Recommended By: 4caMarch 20, 2013 Construction Minager Date Copy: Owner; Engineer; Field File - SharePoint WCDO74 COTTONWOOD REMOVAL-03-20-13 DRAFT FOR PRICING PAGE 1 OF 1 "WIR, wo 3 =o U N W inx5N1 0-1 � Q W 3N ixx[ai e_„� `iR6PLT e.,< .nx,.[i e—ie,,x[o,i e—ii—\ .L SIT LE — I Ll— A z a �w.� a—.✓ — — wo — J U 2 � U H W Q W 3 N �r dx/rin`au[ ioLIu[ IS., 1e x .I x,r. x , "I . x Rrx[o. [oxsixU[iIM @ .x0 [ 41r[[R 10 M [5 4F 6 ixC[ azsM[ [IxIT—LIuxIX[IIXSIM1 pS1n r[pl d z u0[. rxs/[[ 8 8 8 S 8_ 8 8 B $ 8 8 8 B g A �.N t"'—gOpUKEY ,�Iplq rxwx.9lo- wrx[e xgWE. MAP L¢ aK p 3.: reol ��"° n ':e`.a ;.° nrm ome loroa/zou Sheet Revi Sims MF�soN coaaiDox c, ...r ForrColltns sRT A71 Cmsirucfi g on orawms TREE MITIGATION PLAN STA 149*20 TO 152M0 Project No. vlle Nom:7DL]-aeT_TreeMM4-Broke to Bcy.a oma: coirx=ms ,eit. Nvlz Seole Vert Smle N/A No Pevlsl m¢: {} (ol ns 101] NI, m,��,�� emr reMIXr ,xl, e�� Aevlaed: Desl pier. JW 5frwtke N,I Srs }J~ uxlox e[ ] I [. zoo O Beral ler: MJB/BW Q o eosa ¢e Volo: SM¢t Ns+Osr 984 SNeer SWsaL TRFE MIT i✓ er 51ee1e:TM11 of ]0I c-t_nro 4/24/2013 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 033 iNG�07�4 12-009 7332 Masan Corridor BRT DESCRIPTION OF CCR: Pricing to remove large Cottonwood tree in Segment 6, behind Whole Foods. MEMO NO.: MEMO DATE: COST CODE: DESCRIPTION CITY UNIT -MR UNIT PRICE OT TOTAL Tree Removal 8 $ 1g0.0o $ 1,520.00 TOTAL $ 1,520.00 Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, i Ryan cki�son Proje; MM nager maA August 28, 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 Independent Cost Analysis — CEI CCR No. 231 Jacked Bore Conflicts — WCD081 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 81 to remove obstructions within the E2-1 and 171-1 jacked bore alignments. This work was tracked as time and material in the field. Costs authorized under this WCD were verified against standard rates for both CEI and UIT (jacking subcontractor). Loss of production in installation of the jacked pipelines were calculated for profile 171-1 as portions of this cost were directly contributable to CEI's lack of complete removal of the Public Service building foundation. In reviewing this request, the CM team did not complete a separate ICE as time and material was tracked and verified through UIT's change request. Please find tracked information attached to this memo. As such, I find CEI's Contract Change Request #231 in the amount of $6,547.52 to be reasonable for the required increase in scope. As such, I recommend acceptance of this additional cost to the contract. Keith Meyer, P Construction Project Manager CH2M HILL Team 970-988-8605 keith. meyer(Dd itescoservices. com Cc: job file COST OF THE WORK RECORD (To be wmplcicd at cod of each workday and tiered by both rSph,Smath S, Shown below) Project: MAX/BRT Record Number: 3 Contractor: CEI, Swingle Date: 10/16/2012 Contractors Rep: Joshlohnson Project Number: 7332 COFC Inspector: TC Bohnet Owner: COFC-Engineering Description of Work: Tree Removal @ Segment D Number Labor Equipment, Product, Material Description Duantry Unit Unit Coat Total for item Total Coat 1 X 3 Laborers (4 hours each) 12 His 2 X 1 Tree Trimmer/Foreman 4 Hrs 3 E Boom Truck #415, Ford 4500C, USDOTI 087703 4 Hrs 4 E Box Truck #408. Ford 4500C, USDOT 1087703 4 Hrs 5 E Chipper #441, Vermeer 1800A, USDOT 1336452 4 His 6 7 8 9 10 11 12__- V///itlr� r✓.rlit_w Q d�Ys C9i 19�/lr.. s 13 1a 15 16 17 18 19 20 Comments: This was a large diameter Co ........ .,_ _....-_ -_ - -.. , Shopping Plaza at STA 151+2S, FIT. 40'. The tree was in Segment D of the Tree Removals and Mitigation section of the plans and was fabled as tree D-80. The tree was removed on October 16, 2012. The stump that was left had three cuts consisting of 2-36" & 1-18" cuts. City of Fort Collins Representative: a cha,gsa to In" C,M,.cl Vice to W delermnB] on the 'Cost of IM WOW beans hum he vmined b, he ra,AN Copy 1. Retained at Resident InspeOur a office. 2. To Project Manager Win diary sheet for the day. 3. To Contractor's Representative ma c 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 Independent Cost Analysis — CEI CCR No. 050 Subgrade stabilization STA 57+00 to 58+00 — WCD 071 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 71 to remove unstable muck material and install select backfill to stabilize subgrade near STA 57+00 along the guideway. Please find the attached proposed Contract Change Request #050 from CEI. In preparation of this Independent Cost Analysis (ICE), a quantity take off of the material excavated was calculated. The quantity estimated is consistent with the quantity listed in the CCR. The rate and hours listed were verified, and are in accordance with CEI's approved time and material rates for the project. There is no charge for any import material. Therefore, the value of the independent cost estimate is $1,845.00. Considering the information presented, I find the CCR presented by CEI to be reasonable with the presented change in scope. I would recommend an increase to the contract in the amount of $1,845.00 Keith Meyer PE Construction Project Manager CH2M HILL Team 970-988-8605 keith. m ever((Dd itescosery ices. co m Cc: job file Change Management Checklist CategoryCompliance .. te Reviewed Reference Initials Reviewed for compliance with Part of the build alternative to Environmental Assessment 8/26/13 stabilize guideway subgrade; part KM of SCC 10.02 Reviewed for construction/safety impacts 8/26113 Included in traffic control plan for KM work in area Independent cost estimate prepared 8/26/13 As attached to this memo KM Reviewed for PCGA grant compliance 8/26/13 Part of Build Alternative KM scope is included in SCC 10.02 Reviewed for real estate impacts/needs 8/26/13 Construction inside City KM easements for guideway Reviewed for compliance with design criteria/ADA htto:IAw .access-board.aov/ada-aba/ada- 8/26/13 n/a KM standards-dot.cfm ditesco Date of Estimate: 28-Aug-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (Y/N): Y Independent Cost Estimate Description of Goods (A) or Services (B): A Remove unstable muck material and install select backfrll to stabilize subgmde near STA 5700 along guideway. Work include muck excavation, haul, disposal, installation of select material, compaction and placement. Paid for as single lump sum addition to contract tracked by time and materials used. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Beau Javemick Other (specify) CEI approved Labor and Equipment Rate Sheet -August 2012 Cost Estimate Details: (Estimate calculated in US Dollars) Signature of Preparer: Cost of Standard Items Product Cost($/unit) Unit Quantity Notes TOTAL Delivered Data Source Side Dump $ 85.00 HR 5 CEI approved Labor and Equipment Rate Sheet - August 2012 $ 425.00 CAT 93BG WL-35 $ 110.00 HR 8 CEI approved Labor and Equipment Rate Sheet - August 2012 $ 880.00 Dump Fee $ 18.00 CY 30 same dump fee used on other CCR's $ 540.00 SubTotal $ 1,845.00 Cost of Services, Repairs, or Nonstandard Items Items rack: Materials or Work Desorption Other Direct Costs Labor Rate $ Labor Hours Labor Class Allocated Overhead SGBA' I Profit Notes: Data Source TOTAL $ $ $ $ Sub7otal 'Selling, General and PdminblralNe E+paneee T TAL $ 1,845.00 mac. WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: PROJECT: Mason Corridor — MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. 071 PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Subgrade Stabilization STA 57+00 to 58+60 This work change directive directs the Contractor to remove unstable muck material and install select backfill to stabilize subgrade near STA 57+00 along the guideway. The work shall include muck excavation, haul, disposal, installation of select material, compaction and placement. This work shall be paid for as a single lump sum addition to the contract tracked by time and materials used to perform the work. This change is being initiated by the City to stabilize a section of the BRT guideway's subgrade from STA 57+00 to 58+60. Attachments (List Supporting Documents): CEI supporting costs; time and material tracking 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(+', Novemher 15 2n12 er Da' Recommended By: %�! AIL—, 9/`—, November 15, 2012 ConsWction M{pager Dal Copy: Owner; Engineer; Field File - SharePoint WCD071 _SUBGRADE STABILIZATION STA 5700_11-15-12_DRAF FOR PRICING PAGE 1 OF 1 11/05/12 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 050 V tL (1 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Remove Muck and replace with acceptable materials in wetlands 15' wide 4" thick per Tim. East of new road, bottom of pond. STA 57+00 to STA 58+60 MEMO NO.: MEMO DATE: COST CODE: 32058 10/29/2012 700-20015 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Side Dump 5 HR $ 85.00 $ 425.00 CAT 938G WL-35 8 HR $ 110.00 $ 880.00 Dump Fee 30 CY $ 18.00 $ 540.00 IUTAL $ 1,845.00 Concrete Express, Inc., requests 1 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerely, Rya Dickinson Proj ct Manager MEMO Lug ✓v 32058 11 l l JOBNAME: /.Ig Scn e"crt,'aci JOB#: (a-G Dof COST CODE: DATE: ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED r Cna n v a r; w 1 k.KLGii5ll��i k%iHL� /R/ //�Ci!//4Nl:S SPECIFIC LOCATION OF WORK: 5 {-F C, 7-f c o %o 5+ S S3 -F 4 c X 1 5 /w f 'd e Li j. f a 4 •� c -� n P t o h �. h a-1- o G- P � ,l BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. er tot- w e I ICAr 1 p J6 ��tt i1Dz k..+n Haw,w.�w- S rl4 CONCRETE EXPRESS, INC. NAME: ToSe- % IerE-V <<5 TITLE: c, n, ACCEPTED: NAME: D` ON TITLE: DATE: / i -- I d- DATE / Lf -2 may: September 3, 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 Independent Cost Analysis — CEI CCR No. 213 JC Track Grading — WCD 066 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 66 to make site improvement changes to the Jack Christian Track area on the CSU campus according to plans issued in the WCD. The work is to be completed in accordance with CSU construction standards and the BRT contract specifications. Attached, please find the proposed Contract Change Request #213 for the work from CEI. In reviewing this request, a quantity take off was used to calculate the units for each individual work item listed on the WCD. Unit pricing was taken mostly from the current construction CEI bid schedule of values as well as the 2012 CDOT Cost Manual. The units compiled from the estimate exceed those provided by CEI in several areas. The estimated cost for the work described in the WCD is $83,769.96. Upon completion of the independent cost estimate, I find CEI's Contract Change Request #213 in the amount of $87,856.01 to be reasonable. As such, I recommend approval of the CCR amount for this additional cost to the contract. This work is a concurrent non -grant expense funded by CSU. X Keith Meyer, E Construction Project Manager CH2M HILL Team 970-988-8605 keith. mever(aditescoservices. com Cc: job file Change Management Checklist Compliance Category Date Reviewed Reference Initials Reviewed for compliance with Concurrent non -grant activities Environmental Assessment funded by CSU Reviewed for construction/safety impacts Independent cost estimate prepared Reviewed for PCGA grant compliance Reviewed for real estate impacts/needs Reviewed for compliance with design criteda/ADA httn:ttw .access-board.00v/ada-aba/ada- standards-dot.cfm ditesco Independent Cost Estimate Date of Estimate: 3Sep-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (YIN): Y Description of Goods (A) or Services (B): A Site improvements changes to the Jed Christian Track area on the CSU campus according to the plans included with WCD 056. Work shall be done according to the CSU construction standards and the BRT contract specJrcations. Work is to b, lump sum and include surveying, exita,ati.nic e.ring for new concrete paving. 5-inch concrete paving Rletwork, curb and gutter remove/replace) -Type II (Section IIB), Curb Ramps, 4-g chi fence with mow strip (PVC coated); include 2 transitions to 8-foot tall fence, 8-ft chainlink fence with mow, strip (PVC Coaled), 4-ft wing gate (2 each), 16-8 swing gate (2 each), asphalt patching, concrete removal, irrigation repair/sleeves, and landscape repair/sod I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Beau Javemid Other (specify) 2012 CDOT Cost Manual and the Contract SOV Cost Estimate Details' (Estimate calculated in US Dollars) Coat of Standard Items Product Cost &unit Unit Quantity Notes TOTAL Delivered Data Source Additional Surveying $ 137.84 HR 35 2012 CDOT Manua1625-0W01 tours are estimated $ 4824.40 Removal of asphalt met $ 4.60 BY 314 Construction SOV 201 $ 1,507.20 Removal of curb 8 outter -$-4 50 LF 202 Construction SOV 202-00203 $ 901 Removal of fence $ 1.10 LF 551 Construction SOV 21 " $ 606.10 Removal of concrete band $ 4.50 LF 370 Construction SOV 202-00203 $ 1,655,00 Removal of sodllo sail $ 9,800.00 ACRE UA70 Construction SOV 201.00001 (Claiming 8 Gmbbi $ 1166708 Ini alion demo $ 2.000.00 LS 1 Rough estimate $ 2,000 W Remove drive cut $ 10.05 BY 20 Construction SOV 202-002M $ 201.00 Concrete Curb Ram $ 72.30 BY 14 Construction SOV 60MOO10 If 1 012,20 6'Concrete pavinipfflameork $ 38.22 SY 1000 Construction SOV 608-00006 $36220.00 4' Chainlink lance $ 20.00 LF 201 2012 CDOT W7-53148 $ 4 014.00 8' Chainlink fence IS 45.00 LF 218 2012 CDOT Manual 607-53191 $ 9,810,00 4'$Mng Gate $ 650.23 EA 2 2012 COOT Manuel 607-60116 $ 1,300.46 Tswinp Gel. $ 760W FA 22012 COOT Manual 607E0270 $ 1520.00 Mow Strip $ 3822 SY 100 Construction SOV 608-00005 $ 3822.00 landscape repair $ 4,500.00 LS 1 Rw h estimate $ 4,500.00 6'. curb $ 38.22 SY 16 Construction SOV 608-00006 $ 611.52 traffic control- Pekin $1,300.00 DAY 3 Traffic wniml for paving operations $ 3900.00 tree Protection $ 60.00 EA 8 Construction SOV 212-00101 $ 480.00 silt f.— $ 1.50 LF 400 Construction SOV 208-00020 $ 600.00 construction fenceif $ 1.50 LF 4W Construction SOV 2011 $ 600.00 $ Subtotal $ 8376996 Cost of Services, Repalre, or Non -Standard Items B temResk. 498 498 Materials or Work Description Other Direcl Costs Labor Rate $ Labor Hours Labor Class Allocated Overheatl Sl I Profit Notes: Dete Source TOTAL $ $ it $ Subtotal $ •eas. a..w.,e ea,a�.er.. ay... TOTAL $ 83.769.96 Signature of Preparers Change Management Checklist CategoryCompliance Date Reviewed Reference Initials Reviewed for compliance with 8/28/13 Part of the build alternative; scope KM Environmental Assessment of work included in SCC 40.02 Reviewed for construction/safety impacts 8/28/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 8/28/13 Time and materials tracked KM Reviewed for PCGA grant compliance 8/28/13 Part of Build Alternativescope KM is included in SCC 40.02 Construction inside permanent Reviewed for real estate impacts/needs 8/28/13 project easements; public right of KM way Reviewed for compliance with design criteria/ADA htto:/Av .access-board.gov/ada-abalada- 8/28/13 n/a KM standards-dot.cfm Colorado Department of Transportation 11:46 Monday, August 27, 2012 17 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 ------------------------------------------------------------------------------------------------ ITEM NUMBER ------------------------------------------------------------------------------------------------------------------------------------ ITEM TOTAL QUANTITY ----------------------------'------- UNIT TOTAL COST AVERAGE PRICE 606-11000 Bridge flail Type 10 284 Lin Foot 36,920.00 130.00 606-11010 Bridge Rail Type IOR 4,776 Lin Foot 501,982.46 105.11 606.11020 Bridge Rail Type 10H 80 Lin Foot 9,760.00 122.00 606.11030 Bridge Rail Type 10M 915 Lin Foot 124,592.31 136.17 606-11032 Bridge Rail Type 10M (Special) 817 Lin Foot 163,210.64 199.77 606.20010 Tensioned Cable Barrier 1,000 Lin Foot 12,500.00 12.50 606-20014 Tensioned Cable Barrier (TL-4) 47,750 Lin Foot 619,304.00 12.97 606-21010 End Anchorage (Tensioned Cable Barrier) 50 Each 109,014.00 2,180.28 606-99999 Guardrail Type 7 (Precast) 1,826 Lin Foot 104,874.18 57.43 607-00005 End Post 94 Each 15,024.18 159.83 607-00010 Corner and Line Brace Post 150 Each 33,624.90 224.17 607-00015 End Post (Special) 2 Each 620.00 310.00 607-01000 Fence Barbed Wire with Metal Posts 62,039 Lin Foot 92,637.50 1.49 607-01100 Fence Barbed Wire With Treated Wooden Posts 776 Lin Foot 3,481.56 4.49 607-11200 Fence Combination Wire With Metal Posts /, 019 Lin Foot 1,834.20 1.80 607-11350 Fence Deer 5,328 Lin Foot 45,524.00 8.54 607-11525 Fence (Plastic) 42,209 Lin Foot 114,378.10 2.71 607-11530 Fence (Special) 20 Lin Foot 1,089.80 54.49 607-11580 Fence (Temporary) 9,827 Lin Foot 19,529.95 1.99 607-11581 Fence (Temporary) (Special) 250 Lin Foot 2,665.00 10.66 607-13000 Fence Masonry (Sound Barrier) 1,242 Sq Foot 34,776.00 28.00 607-15000 Fence Concrete (Sound Barrier) 18,600 Sq Foot 706,800.00 38.00 607-52905 End Post (Chain Link) 17 Each 2,034.00 119.65 607-52910 Corner and Line Brace Post (Chain Link) 24 Each 4,320.00 180.00 607-53137 Fence Chain Link (Special) (36 Inch) 3,860 Lin Foot 92,832.00 24.00 607-53142 Fence Chain Link (42 Inch) 490 Lin Foot 7,595.00 15.50 `607-53148 Fence Chain Link (48 Inch) - 1,390 Lin Foot 27,800.00- 20.00 607-53161 Fence Chain Link (Special) (60 Inch) 6,343 Lin Foot 183,947.00 _ _ 29.00 607-53172 Fence Chain Link (72 Inch) 7,351 Lin Foot B0,861.00 11.00 607-53173 Fence Chain Link (Special) (72 Inch) 612 Lin Foot 21,420.00 35.00 '607-53191 Fence Chain Link (Special) (92 _ _ Inch) - 2,011 Lin Foot 91,187.37 45.34 607-55040 Mesh Anchor _ .. 185 _ Each _ 45,020.00 _ _ _ 243.35 607-55050 Mesh Anchor (Special) 14 Each 10,261.86 732.99 607-55100 Wire Mesh 112,370 Sq Foot 353,638.00 3.15 607-56001 Fence (Animal Protection) 1,177 Lin Foot 102218.02 8.68 607-60001 Pedestrian Gate (Special) 2 Each 6,600.00 3,300.00 607-60113 12 Foot Gate (Special) 1 Each 380.00 380.00 B07-60116 16 Foot Gate - - 10 Each 6,502.33 650.23-. Colorado Department of Transportation 11:46 Monday, August 27, 2012 18 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 .................................................................................................................................... ITEM NUMBER .................................................................................................................................... ITEM TOTAL QUANTITY UNIT TOTAL COST AVERAGE PRICE 607-60270 20 Foot Gate Double (Chain, Link) _ . .. _. _-1 760.00 - ___. 760.00 607-60324 _ 24 Foot Gate Twin _ _ ___Each - 4 Each 4,352.59 1,088.15 607-60600 Security Gate 4 Each 8,4G0.OG 1,600.00 608-00000 Concrete Sidewalk 1,282 Sq Yard 49,212.89 38.39 608-00005 Concrete Sidewalk (Special) 190 Sq Yard 15,960.00 84.00 608-00006 Concrete Sidewalk (6 Inch) 7,175 Sq Yard 214,126.50 29.84 608.00010 Concrete Curb Ramp 1,304 Sq Yard 140,969.40 108.11 608-00012 Curb Ramp (Special) 123 Sq Yard 13,568.48 110.31 608-00015 Truncated Domes 1,618 Sq Foot 86,364.32 53.38 60B-00026 Concrete Bikeway (6 Inch) 408 Sq Yard 22,211.52 54.44 606-01000 Bituminous Sidewalk 21 Ton 4,704.00 224.00 608-01010 Bituminous Curb Ramp 4 Ton 1,665.24 416.31 608-01550 Place Asphalt Millings 1,400 Sq Yard 8,820.00 6.30 608-10000 Sidewalk Drain 27 Lin Foot 4,769.90 176.66 609-20010 Curb Type 2 (Section B) 114 Lin Foot 3,009.00 26.39 609-21010 Curb and Gutter Type 2 (Section I-B) 19,954 Lin Foot 259,586.02 13.01 609-21011 Curb and Gutter Type 2 (Section I-M) 34 Lin Foot 612.00 18.00 609-21020 Curb and Gutter Type 2 (Section II-B) 37,149 Lin Foot 583,963.61 15.72 609-21021 Curb and Gutter Type 2 (Section II-M) 3,188 Lin Foot 67,896.51 21.30 609-21023 Curb and Gutter Type 2 (Section II.B) (Special) 900 Lin Foot 15,035.95 16.71 609-21110 Curb and Gutter Type 2 (Section I-B) (Special) 2,241 Lin Foot 25,973.19 11.59 609-21900 Curb and Gutter Type 2 Special 516 Lin Foot 16,540.3E 32.06 609-22900 Curb, Gutter and Sidewalk Special 51 Lin Foot 2,478.09 48.59 609-23000 Gutter (Special) 174 Lin Foot 8,304.00 47.72 609-24000 Gutter Type 2 Special 2,970 Lin Foot 36,170.64 12.18 609-24002 Gutter Type 2 (2 Foot) 80 Lin Foot 1,360.00 17.00 609-24003 Gutter Type 2 (3 Foot) 144 Lin Foot 4,108.16 28.53 609-24004 Gutter Type 2 (4 Foot) 341 Lin Foot 9,346.72 27.41 609-24005 Gutter Type 2 (5 Foot) 63 Lin Foot 1,764.00 28.00 609-24006 Gutter Type 2 (6 Foot) 21 Lin Foot 588.00 28.00 609-24008 Gutter Type 2 (8 Foot) 155 Lin Foot 7,337.70 47.34 609-40010 Curb Type 4 (Section B) 200 Lin Foot 2,675.00 13.38 609-60011 Curb Type 6 (Section M) 12,747 Lin Foot 145,748.15 11.43 609-71000 Curb (Special) 62 Lin Foot 2,852.00 46.00 610-00020 Median Cover Material (Patterned Concrete) 30,196 Sq Foot 175,699.70 5.82 610-00024 Median Cover Material (4 Inch Patterned Concrete) 23,241 Sq Foot 150,745.71 6.49 610-00030 Median Cover Material (Concrete) 9,669 Sq Foot 40,650.20 4.20 610-00050 Median Cover Material (Stone) 463 Ton 10,186.00 22.00 Colorado Department of Transportation 11:46 Monday, Augnst 27. 2012 26 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 - fi24-20301 fi24-22024 fi24-22048 fi24-23024 fi24-23030 fi24-23036 fi24-24018 fi24-27018 624-27024 624-27025 624-27036 624-27037 624-40031 624-40055 624-47024 624-47030 625-00000 625-00001 626-00000 626.01000 627-00001 627-00002 627-00003 627-00005 627-00007 627-00011 627-00012 fi27-00032 627-00090 627-01001 fi27-01010 627-02001 627.02010 fi27-30205 627-30210 627-30324 627-30327 627-30329 Detour Drainage Pipe (Class 0) 24 Inch Drainage Pipe (Class 2) 48 Inch Drainage Pipe (Class 2) 24 Inch Drainage Pipe (Class 3) 30 Inch Drainage Pipe (Class 3) 36 Inch Drainage Pipe (Class 3) 18 Inch Drainage Pipe (Class 4) 18 Inch Drainage Pipe (Class 7) 24 Inch Drainage Pipe (Class 7) 24 Inch Drainage Pipe (Class 7) (Complete In Place) 36 Inch Drainage Pipe (Class 7) 36 Inch Drainage Pipe (Class 7) (Complete In Place) 30 Inch Equivalent Drainage Pipe Elliptical (Class 0) 54 Inch Equivalent Drainage Pipe Elliptical (Class 0) 24 Inch Equivalent Drainage Pipe Elliptical (Class 7) 30 Inch Equivalent Drainage Pipe Elliptical (Class 7) Construction Surveying Construction Surveying (Hourly) _ Mobilization --- Public Information Services Pavement Marking Paint Thermoplastic Pavement Marking Thermoplastic Pavement Marking (Inlaid) Epoxy Pavement Marking Epoxy Pavement Marking (Special) Pavement Marking Paint (Waterborne) Pavement Marking Paint (Low VOC Solvent Base) Raised Flexible Pavement Marker (Temporary) Pavement Marking (Special) Preformed Plastic Pavement Marking (Type I) Preformed Plastic Pavement Marking (Type I)(Inlaid) Preformed Plastic Pavement Marking (Type II) Preformed Plastic Pavement Marking (Type II) (Inlaid) Thermoplastic Pavement Marking (Word -Symbol) Thermoplastic Pavement Marking (Xwalk-Stopline) Preformed Plastic Pavement Marking (Word -Symbol) (Typ Preformed Plastic Pavement Marking (Word -Symbol) (Typ Preformed Plastic Pavement Marking (Xwalk-Stop Line) 1 Lump Sum 20,000.00 20,000.00 928 Lin Foot 103,936.00 112.00 454 Lin Foot 99,880.00 220.00 215 Lin Foot 18,275.00 85.00 54 Lin Foot 3,996.00 74.00 229 Lin Foot 21,068.00 92.00 41 Lin Foot 2,890.09 70.49 525 Lin Foot 37,380.57 71.20 212 Lin Foot 21,456.68 101.21 60 Lin Foot 12,090.00 201.50 348 Lin Foot 43,059.24 123.73 56 Lin Foot 14,280.00 255.00 134 Lin Foot 21,440.00 160.00 445 Lin Foot 129,050.00 290.00 62 Lin Foot 9,300.00 150.00 60 Lin Foot 10,200.00 170.00 51 Lump Sum 1,327,440.22 26,028.24 329 Hour 45,349.00 137.84 J _ 83 Lump Sum 14,651,766.19 176,527.30 47 Lump Sum 395,658.60 8,418.27 8,170 Gallon 272,966.53 33.41 8,597 Sq Foot 835296.92 9.69 2,824 Sq Foot 36,302.00 12.85 124,803 Gallon 6,478,901.60 51.91 847 Gallon 119,450.10 141.03 17,490 Gallon 535,092.99 30.59 11,271 Gallon 408,101.53 36.22 7,466 Each 13,517.20 1.81 31 Sq Foot 2,484.65 80.15 64,922 Sq Foot 612,738.51 9.44 19,607 Sq Foot 225,158.96 11.48 19,331 Sq Foot 171,095.09 8.85 43,666 Sq Foot 471,223.47 10.79 3,200 Sq Foot 33,600.00 10.50 6,258 Sq Foot 53,127.00 8.49 4,444 Sq Foot 64,217.40 14.45 2,749 Sq Foot 34,038.60 12.38 7,128 Sq Foot 69,043.52 9.69 mat WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: PROJECT: Mason Corridor— MAX BRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. K-2 PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: Description of Work: (Title of WCD): Jack Christiansen Track Grading and Site Changes This work change directive (WCD) directs the Contractor to make site improvement changes to the Jack Christian Track area on the CSU campus according to the attached plans. This work shall be done according to CSU construction standards and the BRT contract specifications. This work shall be priced and paid for at unit prices either as bid in the BRT contract or as priced through this WCD. The schedule of items shall include: 1. Surveying 2. Excavafion/clearing for new concrete paving 3. 6-inch concrete paving/flatwork 4. Curb and Gutter (remove/replace) - Type II (Section IIB) 5. Curb Ramps 6. 4-ft chainlink fence with mow strip (PVC coated); include 2 transitions to 8-foot tall fence 7. 8-ft chalink fence with mow strip (PVC coated) 8. 4-ft swing gate (2 each) 9. 16-ft swing gate (2 each) 10. Asphalt patching 11. Concrete removal 12. Irrigation repair/sleeves 13. Landscape repair/sod This change is being initiated at the request of CSU Facilities Management to improve the site plan and access to the JC Track area. �. Sheets 1-1.00, 1-1.01 and 1-1.02 W CD066-JC TRACK GRADING-05-27-13-DRAFT FOR PRICING PAGE 1 OF 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. Ordered By: May 27, 2013 caner Date r Recommended By: May 27, 2013 construction Mdhager Date Copy: Owner; Engineer; Field File - SharePoint PAGE 2 OF 2 �w.n ...a m.m n�A�¢�y, n+o a q��_ �i T'•� - nl l i�i� � s i $ \ ;S '7 I_ awAr-- �n`•i / I BNSP � �3R� l y __ — — a - - - 1 _1 Y� / �7 �'_" ni I Y•` vt �_�� r'r� �_ _/. S18' 31'a 3R7 1 __ 7' 1 ew p 9 - �F' r. T- - AA ADD 9 RW r rp.£ W w»pr_ rf 4 In base w�Ll e AlD I'l 1 i contract — il �F�, w� �j ar•Ie:_ ,ol:Xr. (2307 Si) cJsl/�x� F gMgym [:•�) 7WATNX FFX;un,, ADD QF Z.20 Earvz •✓ /� << �' o ( F `i 1 LL� LLLL h V �. E"2 Si �- /tea CFxiprnhrgww� JACK CRISTIANSEN TRACK a 0 ,HT mEYiE+-0E{ 6 ERTEE F 1 s it I 1— • I A es.rouns / • sn»sare �—� 1 •"al I�`` LMpK£ gVRwM� %' � SD 1 6C0� iLOW \ 1'f X.WLLM RQT 1� 1 qs 0EEEFHO. j? ;E� FILL NV]INSTN� j ; 1a� gMk3r10 p vc=rts � C¢ G1' I / � 6xpNPpaw .1 1__ O ti W GENEIIGL NOTES: z u coXTRncIpPSMui vewFr NwEfCAR.NLLFpmrrwoimnNS PRroaro caxmisropro awrtsKa wwwwpswwwmcagrm Fexdrora+ o o e LpWOM1X M_vIRAMCM11'M1w rOBEPE5r OEeEST J MEr GPIEmsURVEVSMD dIPRINPL. wMEA wILw]Hr rosEIECI aIYExarpiLOIPNU&Ero Egsnxo w ¢ Y REF,71H REMAYBECTFT44FLMHOFSHFFNCEAROUIW IIEI.G!RACY. d MMAY PEWN TILYA L M RORFUNDUTI MELONIP BWIINNM XplpElll iO • UpSrECf gUWIHp CANH PPONDED FCNLgVWfPJpPMF9 f ICCUf4lELYLOCLiE UXCEppaOUNp ViIVIIESBEFGE BEGIHNHG'MCM FN R@YDVgL3NglLBEP[MJVCD INTIEIREMIpEiYM1UMWLmCff MNRl0.UCiIpi NPV dCiPTEALIERIUiXR m.UiIDN 0.EPSECQXSIAi WI1NOWTER '. f41E FORNMFDPdEPO3NRiIUtM RIOfEF➢ING, MRFY THE OVMERS REPPE3ENTATNE OF M' T OMOPEP^NCE3 OEl ENTIE PLANE �•, 3 NO REIOCCWRMN91111.EdgiELYPRET UNCOVEPoIM9gID CO11CrtICf9 � Y• • - R EMFWNTSFpO1ACf}HrWItTKNp MEM PETRNTO C INI fONDJTICFIFEM ED ��M Iwo • PpOiELiE%ISIRNi MLSII1CM pNAHiE WRNGLGI31RUC1NIX �IYM..igL PRpmpECd0.'45 TpLX31MiM MISMKCO15lRUCIFM SEfNWDHUI [E IrmxlmwrxsaaEq earuLrr¢ESPwnlsnxl. v No oa we' ® L1.00 Camen, li�l iillll' o ACCESSIBLE RAMP BRT M] V]R^tlY11P Tm TO ION/.ixp & W WOi.miClgX n FENCE 4' HT - CONCRETE MAINTENANCE STRIP /1 FENCE 8' HT - CONCRETE DEFINITION STRIP .�.rm0elon ma .wo �)� SEE STATION AREA PLAN SHEET 212 FOR FURTHER GRADES ALSO SEE UNIVERSITY STATION GRADING PLAN a .Ve be6w. ®J r•, CEIY- 7109113 Erika Keeton, PE Special Projects Engineer City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: 213 WCD#66 CEI PROJECT #: 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT Pricing to address WCD #66 - site improvement changes to the Jack Christian Track area on CSU campus. LOCATION: MEMO NO.: NA MEMO DATE: NA COST CODE: NA DESCRIPTION OTY UNIT UNIT PRICE OT TOTAL Surveying 1 LS $ 4.525.50 $ 4,525.50 removal of asphalt mat 403 SY $ 4.80 $ 1,934A0 removal of curb & gutter 139 LF $ 4.50 $ 625.50 removal of fence 551 LF $ 1.10 $ 606.10 removal of concrete band 376 LF $ 4.50 $ 1.692.00 removal of sod/topsoil 591 SY $ 3.60 $ 2,127.60 irrigation demo 1 LS $ 4,635.00 $ 4,635.00 Remove drive cut 19 SY $ 10.05 $ 190.95 conc curb ramp 10 SY $ 72.30 $ 723.00 6" concrete paving/flatwork 994 SY $ 38.22 $ 37,990.68 4'chainlinkfence 206 LF $ 32.91 $ 6,779.46 B'chainlinkfence 218 LF $ 22.84 $ 4,979.12 4'swing gale 2 EA $ 376.00 $ 752.00 8' swing ate 4 EA $ 787.50 $ 3,150.00 mow strip 100 SY $ 38.22 $ 3.822.00 irrigation repair/sleeves 1 LS $ 2,800.00 $ 2,800.00 landscape repair 1 LS $ 3,500.00 $ 3,500.00 6" curb 35 SY $ 38.22 $ 1,337.70 traffic control - Pitkin 3 DAY $ 1,335.00 $ 4,005.00 �0—. ---Eli 5—�43JL0o $—i,'>6gAG tree protection 8 EA $ 60.00 $ 480.00 sill fence 400 LF $ 1.50 $ 600.00 construction fence 400 LF $ 1.50 $ 600.00 SUBTOTAL $ 91,146:61 Concrete Express, Inc., requests 8 working days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sine, _1 Ryan Dickin n I Project7 ger i 6776-i&01 KING SURVEYORS, INC. �Q 650 GARDEN DRIVE dam` WINDSOR, CO 80550 P. 970.686-5011 F. 970.686-5821 Subdivision Survey Proposal Exhibit A Date: June 3, 2013 Submitted to: CEI Attn: Sam Project Name: Mason Corridor Location: Ft. Collins Plans By: Facilities Management Dated: Jan. 15, 2013 KSI Reference #: 2012405 S-T-R ITEM UNITS QUANTITY FEE Calculation & Plan Check LS 1 $320.00 Verify & Maintain Control LS 1 $0.00 Stake & Grade Curb & Gutter and Sidewalk per WCD LS #66, Verify form prior to Concrete pour 1 $3,990.00 PROJECT TOTAL....................................................................................... $4,310.00 This quote is valid for 30 days from the date shown hereon. Adequate vertical and horizontal control must be available on site Clients must provide information on electronic data. This quote is for one set of stakes and for 5 trip(s) to the site. All As-builts will be submitted to the Engineer on record or choice. All restaking will be at the contractor's expense and will be billed at our standard hourly rate. We require a five -business day notice for scheduling purposes. See attached hourly rate schedule. "All meetings, copies and priority delivery services will be billed in addition to the original contract price" Robert T. -Wesn%tzer Robert J. Wesnitzer CO LS# 34990 cei mason corridor wcd#66 Keith Meyer From: George Latour [glatour@fcgov.com] Sent: Tuesday, August 27, 2013 10:00 PM To: Keith Meyer Subject: FW: E2-1 obstruction fyi George Latour, CCM Assistant Construction Manager — MAX BRT Project City of Fort Collins 480-745-5910 elatourCa)fceov.com From: Ray Leon fmaiIto: rleon(a)lsaalleoos.coml Sent: Tuesday, August 27, 2013 4:19 PM To: George Latour Subject: E2-1 obstruction Downtime 0900-1530 Actual removal time 1230-1530 Ray Leon L.S. Gallegos & Associates Project Management, Engineering Services & Inspections 303.495.0608 r . ESPR9P DATE: 06/03/13 PAGE 1 IDEAL FENCING CORPORATION 5795 IDEAL DRIVE ERIE CO 80516 (303)962-8100 ESTIMATE: 996336 .TITLE: J.C. TRACK ACCESS IMPROVEMENTS PAY ITEM PAY ITEM DESCRIPTION QUANTITY U.M. UNIT COST AMOUNT I O1 4' CHAIN LINK FENCE (PVC) 200.000 LF 31.350 6,270.00 02 4' SWING GATE (SINGLE) 2.000 EA 358.000 716.00 03 8' SWING GATE (DOUBLE) 2.000 EA 750.000 1,500.00 ESTIMATE TOTAL $8,486.00 QUOTE EXCLUDES CONCRETE MOWSTRIP INSTALLATION. ALL MATERIAL TO BE PVC COATED. EXCLUDE: TAX, SURVEY, CLEARING AND GRUBBING BOND (ADD 1 1/2%, MINIMUM $100.00) QUOTED FURNISHED AND INSTALLED PER PLANS AND SPECIFICATIONS QUOTE SUBJECT TO CHANGE AFTER 30 DAYS UTILITY POTHOLING WILL BE BILLED @ $150.00 PER HOUR `' CXi DAVID J. ELGER VICE PRESIDENT ma>c September 3, 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 RE: MAX Bus Rapid Transit Project Independent Cost Analysis — CEI CCR No. 215 Prospect Shoppes Grading (STA 179+00 to 182+00) — WCD 065 Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 65 to change the guideway, sidewalk and adjacent ditch grades according to the revised plans issued in WCD No. 65. Attached, please find the proposed Contract Change Request #215 for the work from CEI. In reviewing this request, a quantity take off was used to calculate the volume of the earthwork and the total number of materials needed. Online sources were utilized to price the additional drain materials listed in the WCD. The estimated cost for the work described in the WCD is $22,455.06. Based on the scope described, I find CEI's Contract Change Request #215 in the amount of $24,951.41 to be reasonable. As such, I recommend approval of the CCR amount for this additional cost to the contract. Keith Meyer, E Construction Project Manager C112M HILL Team 970-988-8605 keith.mever(a)ditescoservices com Cc: job file Change Management Checklist • Compliance Category Date Reviewed Reference Initials Reviewed for compliance with Part of the build alternative; minor Environmental Assessment 913/13 modifications to contract design; KM scope included in SCC 10.02 Reviewed for construction/safety impacts 9/3/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 9/3/13 As attached to this memo KM Reviewed for PCGA grant compliance 9/3/13 Part of Build Altemative KM scope is included in SCC 10.02 Reviewed for real estate impacts/needs 9/3/13 Construction inside City KM easements and right of way Reviewed for compliance with design criteria/ADA Ramp and sidewalk construction htto://w .access-board.gov/ada-aba/ada- 9/3/13 according to ADA standards; Chapter 4 Accessible Routes KM standardsdot.cfm ditesco Date of Estimate: 30-AugA3 Contract Type: Mason Corridor BRIT (Hard Bid) Existing Contract or PO (V/N): V Independent Cost Estimate Description of Goods (A) or Servces (B): A � B Change the gudieway, sidewalk and adjacent ditch greases according to the revised plans attached to WCD 065. Work includes changes to surveying layout, grades, additional excavation, concrete sidewalk, resets four downspouts and reset of one grease trap. I have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Beau Javemlck Other (specify) 2012 CDOT Cost Manual, Signature of Paperer: Cost Estimate Details: (Estimate ceiculates in US Dollars) Cost of Standard Items Product Cost Stunit Unit Quantity Notes TOTAL Delivered Data Source Additional Surveying $ 137.84 HR 16 2012 COOT Manual 325-ODD01 (hours am estimated) $ 2,205.44 Additional earthwork See Below $ Sidedump $ 85.00 HR 19 CEI T&M sheet $ 1,615.120 grease trap um out $ 350.00 EA 3 Cost from Case Study found online $ 1,050.00 grease trap removal reset and re -plumb 3 See Below $ utter and downs out reconfiguration $ 250.00 LS 1 Quote from Sub Provided $ 250.00 bench drain materials 8'section $ 1,399.00 EA 4 Cost from Online source $ 5,596.00 trench drain installation See Below $ sidewalk- 6' concrete $ 38.22 ISY 1 51 Contract SOV 608-00006 $ 1,948.22 15% Markup on Trench Material $ 839.40 LS 1 Alkmed 15%Marku $ 839.40 $ SubTotal $ 13,505.06 Coat of Services, Regalia, or Non -Standard Items Item/Task: Materials or Work Description Other Direct Casts Labor Rate $ Labor Hours Labor Class Allocated Overhead SG&A' Pnml Notes: Data Source TOTAL Grease Trap Removal $ -Labor $ 135.00 12 2laborers and Foreman 0 0 0 CEI T&M Rate Sheet $ 1,620.00 -Backhoe $ 80.00 10 420D CAT Backhos 0 0 0 CEI T8M Rate Sheet $ 800.00 Trench Brain Installation $ -Labor $ 80,00 8 2laborers 0 0 0 CEI T&M Rate Sheet $ 840.00 S Additional Earthwork $ -Labor $ 135.D0 19 2laborers and Foreman 0 0 0 CEI T&M Rate Sheet $ 2.565.00 -Dozer $ 175.00 19 Assume Dozer for work 01 0 0 CEI T&M Rate Sheet $ 3.325.00 E E SubTolal 1 1$ 8,950.00 TOTAL E 22,456A8 Kit Prices 10-99 Ft Features j More Information Pictures Specification Individual Items CPZ882 Series -12" Wide HDPE Channel - DGC C Class Di Frame & Grates - End Caps - Bottom Outlet Click on "Configure" For more Detail And Upgrade Options for each Length Home a Heavy Duty Trench Drain Systems » 1211 Wide Zurn Z882 Trench Drain Kits 8 ft to 96 ft The following discounts apply to all these products. Summa Sale on Orders Ora S400u0 -Order Today!! � ID Name Description Price / CPZ882- 12" Wide Zurn Z882 Trench Drain Kit 8 Foot (,G/ 4$ 8 Foot Complete Complete $1,399.00 r CPZ882- 12" Wide Zurn Z882 Trench Drain Kit 12 Foot $1,999.00 t 12 12 Foot Complete Complete CPZ882- 12" Wide Zurn Z882 Trench Drain Kit 16 Foot 16 16 Foot Complete Complete $2,599.00 CPZ882- 12" Wide Zurn Z882 Trench Drain Kit 20 Foot 20 20 Foot Complete Complete $3,199.00 CPZ882- 12" Wide Zum Z882 Trench Drain Kit 24 Foot $3,799.00 24 24 Foot Complete Complete CPZ882- 12" Wide Zurn Z882 Trench Drain Kit 28 Foot $4399.00 28 28 Foot Complete Complete , CPZ882- 12" Wide Zum Z882 Trench Drain Kit 32 Foot $4,999.00 32 32 Foot Complete Complete mat WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 065 PROJECT: Mason Corridor — MAXBRT OWNER: City of Fort Collins — Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: Description of Work: (Title of WCD): Prospect Shoppes Grading changes (STA 178+00 to 182+00) This work change directive (WCD) directs the Contractor to change the guideway, sidewalk and adjacent ditch grades according to the attached, revised plans. This work includes changes to surveying layout, grades, additional excavation, concrete sidewalk, resets for downspouts and reset of one grease trap. This work shall be paid for as a single lump sum for the entire scope of work; paid as a % complete based on Contractor progress of installation according to the following schedule of values. 1.Surveying 2. Additional Excavation for guideway grade 3. Grease trap removal and reset; piping changes 4. Sidewalk Construction north to Prospect (approx. 115 so - STA 182+00 + Installation of trench drains (4 each) 6. Installation/Reconfiguration of downspouts Through this WCD, the pipe reach of E5-1 from INE5.4 to MHE5.8 is deleted included MHE5.9. This change is being initiated as the design provided in the contract drawings was not buildable or detailed enough to construct. It lacked details on how to reconfigure the grease traps and included openings in the guideway curb which the Owner felt added risk of flooding damage to the Prospect Revised sheet 100, 1095, 1096. Cut sheets for trench drains. Photo image of downspout changes. 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: May 26, 2013 caner Dale Recommended By: �i May 26, 2013 Construction Mfnager Dale Copy: Owner, Engineer; Field File - SharePoint W CD065—PROSPECT SHOPPEs GRADING-05-26-13—DRAFT FOR PRICING PAGE 1 OF 1 LUEND ---- -- — — - —-— — — 1 - __ -- :. w[s RozP(u I � 1 •• •I _ ..5y naM ssescrnox ov.. Darl. I � ' q o T. Q E ew w�°c � I a , Ty ._ __— \. Ts w rosrekllax - BNSF RAILWAY - .emm on nx ... mats m n. -tot _ .......'ruclmalmxi .. .....__ `exc ..I�..In v.. r''nu - °rrK, •.Lmisw _ a-- __ �ecu ,r "ZZ r _ nm mrslwwlw sl-ml — ::. _ ____ _ ___ __________________________ _ j 1 ` I l.. _________ ___ __ _ __ _ _____ _� ... _ ___ O PPPirfl 11 ST p 'i— r �— —.-.. BIT - eili2 rrr[ •� . P _ 1 1 H rDI lu _ re � \\ U - t _L m= �. 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Colfns: 7073 Unit mmrmotion unit t,<aa<r marole O Dal n<r: cNF slwnwe O VOi1 o<idl<,: N9u wmb<q 5l'eel NumOer 100 5p<' SUE<el: ROADWAY Subael 5beele: R50 0l PO C1-302 t J EX]$TINC RDW) /, - ; , ' 255LF - q60" 7\1.7z , .-----_..-.__----._----__--_-- .... FLOODWAY ONE AE ZONE AE _— Bt —TEMP,DRARY . - .. . .. CONSTRUCTION EASEMENT -' ... .- + `_ • .. .SPECIAL DITCH 7 J G _ _.._� �_ -_ q., ---- ___.____ _______ EASEMENTT 995 - .�- N wl y Lo., N SF RAILWAY 00. --------- - - - - -- ---- - - - - -- - - - -- ---- - - ---- -- -_- - -- -__- \ _, ^ t _ '- ---- ----- - - _ _ a�-- - -_ - _.� - - . - .--- �e a asses ---3 I .><+aac�oc3oQ ki-- Se- - HES. - L.� ,w__ coos=Uo �N — M q 9g `BRT,IGUI DE a2:'vt�ndt+ 3 3LF 15 CP _m _ _..__ Stl— u— r Z-Sli Slil I�DSII— i ll SII--SII—SIi—'SII 50 Sl1--Sit S1I—J�-�—, I A+1 � s'11.3�.1vlLsi;_ Sl�sli _s�lsli _ su—�sn—sll—sn—s'j - �fTl. � —� �=1.:✓_-ILill��y=c _I_-- _ a,,,.l y , � r,,�- �G, �� Ply 4�% INE5.4 � G•yv I l EXISTING.. ROW m u �I III A II li 1 zvy OARoof Drains that will recave trench drain W L installation o ]h o u U uQ�O��pRTI. '!.SFO solo 5010 E e k 305 500D s000 it;G i1`SrONAL F� 4990 ----' I e•cun .. 4 990 5010 r__ _—____ 5010 jII l a96o 'r aTA. IJ1>!50 - __. (499a -60 -40 4D 9 0 _ 20 40 60 50M . 4990 5010 —wK Solo If 5000 . _.___ S 7 3_I______——__._____.i. s000 4950 —7- i �.—.—. __-_-_ ..__---_ -60 -40 -20 • 0 20 60 60 _ ----' --- ------ " 4990 I GB I 4990 5010 . —_ _ 5010 6960 .aTAIJ9100 f V 4960 -so -40 -so :o zo ao 60 ` ---I -- 5D10 5010 _— ..1_.__.____.'__—tl tl T_—_�_ 99D __ 5000 I p .}/ 5000 Ro I I 4960 ti.. __ � � eC.i � -60 -40 -20 0 _ 20 40 60 4990 1111 I f 11` H I _I. 4990 . �_—_____ _ 5010 4960-6. ___OSTA. VB150 ii-�--__0 4900 .9 solo ____ _. _ YY —f--,. {&8 p 0 a.S� 20 a0 60 5000 L _.__.-___L _. _._ I 50M 5010� 6 mIff ----�-- 2--g.k—. _.solo R �i- V b 4990 -a990 5000 I _ u _ _ 1 '- - I s000 ' 4980 4990 STA. IJBIOOI n� 4970 .. __ 9iA. 1J6i40 - __T_ d9J0 a96o -_ -40 60 a990 -60 -40 40 0 20 40 60 -60 -40 -20 0 20 40 60 v Pr n[ Date: 9/28/2011 Sheet Revisions MASON L`OMDOR BRT Construction Drawin9a ` CROSS SECTIONS Project No. S File Nome )0)} RRT 6Roa6way xsect on3! 0 n Dale: Comments Init. Gy °• S H°r z Scaln 1 -10 Vert Sale. I �10 t ,; Na Revisam: 1)6h50 TO 09+50 FL Collins: )O)} Fort Collins Unt[nformatlon Unit Leader lnll°Is Designer: JRC Sbucive O .1U one S00 Detail— NJM Nur-0are 0 voi6i sheet Subset: x-sec ve.e1 sneeze: xs}a at e1 sheet ^timber 1095 C1-302 iFC I k > k 1 I _ 5000 i �I � STA. 1JJiB0 I T -_._. STA. DJMO I T _�. 4990 a96o 5010 5000 _�_ _e _•.. a 4990 ♦9B0 �___ _`_! ._I__� I STA.Ir 1+50' -60 -40 5010 A wq s000 4990 4980 —� -60 -40 -20 0 5010T__— k 5000 R 4990 L _ 4ee0 _�_____ _�____ Ysu.leono -so -so -zo 0 ' 5010 5000 I 4990 I _ 0 STA. IBONIO 'J 4980 -- _. _ _ 1_. _ _ -60 -40 -20 0 ' Le: 9/28/2011 Sheet I ie: ]0)3-e11 SRb,dwoy_xeactlon35.dgn Dote: co ale 1 �10' VarL metlon Unl L—eatler lnit ale de, Q —. 5010 C Cut N e•der.a 5000 6uwnam 4990 4980 5010 III5000 4990 4980 T 5010 s000 4990 40 �nt 60 305' �0 • 4f�Y Ij �S/ONAI�E�G�—�_ solo 5000 1_- 4990 4980 Soto 5000 4990 4980 -60 5010 500D 4990 4980 5010 woo 4990 4980 5010 5000 4990 4980 —e k Ik— I e 5000 4990 STA. 1B61w See 1 1 -<v a [V 9V tiU 5010 5000 4990 4980 5010 5000 4990 4980 0 k e—tl C l k lrcue _ I3 R r I ________� � �T.—j —1 ' STA. ira i o -60 -40 iIASON CORRIDOR BRT -<v a [V 9V tiU 5010 5000 4990 4980 5010 5000 4990 4980 0 k e—tl C l k lrcue _ I3 R r I ________� � �T.—j —1 ' STA. ira i o -60 -40 iIASON CORRIDOR BRT -60 -40 iIASON CORRIDOR BRT I Constructio n 5 10 5000 4990 4980 -20 -' 0 '20 40 60 I Drawings CROSS SECTIONS Project No. 18WO TO 183450 Ft. Celllne: 7073 Oevi9ner. JPC Structure Detailer: NJH 1 Numbers Sheet Subset: x-SEC I sweet sheets: xs3s or e1 sneet rveMber 1096 C1-302 IFC Date Description 10-Jun Pole Obstruction 11-lun Pole Obstruction 12-Jun Pole Obstruction 13-Jun Pole Obstruction 18-Jun Pole Obstruction Total Z,(/r Laf / 6- 1-1-l-' of Actual Lost Time Actual Daily Production Expected Production Hours Worked 1.5 8.9 10 10 4 4.25 10 10 6 5.5 10 10 3 9 10 6 2 9 30 10 16.5 36.65 50 46 Hours Lost per day based on lost Lost Production % Lost Time % production 11% 15% 1.1 58% 40% 5.8 45% 60% 4.5 10% 50% 0.6 10% 20% 1.0 27% 36% 12.3 No Text 7109113 Erika Keeton, PE Special Projects Engineer City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 CCR NUMBER: CEI PROJECT #: CONTRACT NUMBER: CONTRACT DATE: CONTRACT NAME: 215 WCD #65 12-009 7332 Mason Corridor BRT DESCRIPTION OF CCR: Pricing to address WCD #65 - changes to guideway, sidewalk, and adjacent ditch grades, resulting in the need for modifications to downspouts and gutters, gfease trap removal and reset, installation of trench drains, and modifications to sidewalk construction. LOCATION: MEMO NO.: NA MEMO DATE: NA COST CODE: NA DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL additional surveying 1 LS $ 2,800.00 $ 2,800.00 additional earthwork 229 CY $ 32.95 $ 7,545.55 Sidedump 19 FIR $ 85.00 $ 1,615.00 grease trap pump out 3 EA $ 300.00 $ 900.00 grease trap removal, reset, and re -plumb 1 LS $ 3,660.00 $ 3,660.00 gutter and downspout reconfiguration 1 LS $ 250.00 $ 250.00 trench drain materials 4 EA $ 1.511.00 $ 6,044.00 trench drain installation labor and equipment 1 LS $ 1,640.00 $ 1,640.00 sidewalk - 6" concrete 13 SY $ 38.22 $ 496.86 SUBTOTAL $ 24,951.41 Concrete Express, Inc., requests 6 working days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the fight to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. Sincerel \ r Ryan ickins n Prole Man ger Sam Bouchard From: Brandon Oasheim [brandon@frsg.net] Sent: Thursday, May 30, 2013 6:45 PM To: Sam Bouchard Subject: Re: Photo We promise to furnsih all labor and maetrial to install your job in accordance with local area codes. All gutter material is 24 gauge steel with a pre -finished baked one enamel paint. We will reroute one downspout down north end of walll approx. 10 feet along with raising 3 feet. We will then eliminate one downspout patch hole and move to location designated by you. Total $250.00 Let me know if you have questions, Thanks Brandon Oasheim Front Range Seamless Gutters 4871 Weld County Rd 7 Erie, Co. 80516 303-828-3936 Office 970-352-4110 970-663-0070 303-776-6277 303-828-9841 Fax www.frsg.net From: Sam Bouchard<sbouchard(cilceiconstructors.com> To: '"'brandon@frsg.neP" <brandonCa�frsg.net> Sent: Thursday, May 30, 2013 10:27 AM Subject: Photo Brandon, Attached is a pdf of the photo I gave you. Just in case Thanks Sam Bouchard 4 Project Engineer Concrete Express, Inc 303-901-8507 sbouchard(aD,ceiconstructors.com IVp Sam Bouchard From: Sam Bouchard Sent: Thursday, June 20, 2013 2:35 PM To: 'Gregg Suchey' Subject: RE: quote So for one 8' Zurn Z882 Trench drain; $336 + $37.20+ $316.80+ ($156 x 4) = $1314 per 8 ft section 1314 x 4 Drains ED Correct? - YE g From: Gregg Suchey rmailto:GSuchevCabwvlaco.com] Sent: Thursday, June 20, 2013 1:45 PM To: Sam Bouchard Subject: quote Your drain channel is $ 336.00 an 8' len. Your out lets are $ 37.20 ea . Frames are $ 316.80. Drain grates are $ 156.00 ea and they are 24" long need 4 per Drain trench. . Thank you Gregg. max August 19, 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 Independent Cost Analysis — CEI CCR No. 195 Stabilization — STA 84+50 north to McClelland — WCD 064 MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction Delivery by hand Concrete Express, Inc. (CEI) was directed through Work Change Directive (WCD) No. 64 to repair unstable subgrade along the BRT guideway from STA 84+50 to McClelland. This was to be tracked as time and material in the field. The work included muck excavation, import of select material (Class 6 roadbase or equal) and installation over geogrid fabric to stabilize subgrade prior to paving. Please find the attached proposed Contract Change Request #195 from CEI. In preparation of this Independent Cost Analysis (ICE), the MAX Cost of the Work Record was reviewed to verify the hours listed on CEI's CCR. As you will see on the ICE, hours for the operators shown on the cost of the work record have been added. These where shown to be missing from the CCR. The labor rate from the approved August 2012 Labor and Equipment Rate Sheet was used for the per hour cost of the operator. Delivery tickets for the class 6 roadbase material have been provided for review. These tickets list the quantity of material at the site but do not include price. The price of the Class 6 roadbase was compared to a similar scope of supply found in the 2012 CDOT Cost Manual. The price listed in the manual is more than what is listed on the CCR. The total for the ICE is $28,207.45. Considering the information presented, I would recommend the acceptance of CEI's Contract Change Request #195. Therefore, the total amount acceptable to increase the contract amount would be in the amount of $24,458.69. Keith Meyer E Constructio Project Manager CH2M HILL Team 970-988-8605 keith.mevert7o ditescoservices com Cc: job file Change Management Checklist CategoryCompliance Date Reviewed Reference Initials Reviewed for compliance with 8/19/13 Part of guideway construction; KM Environmental Assessment included in SCC 10.02 Reviewed for construction/safety impacts 8/19/13 Included in traffic control plan for KM work in area Independent cost estimate prepared 8/19/13 As attached to this memo KM Reviewed for PCGA grant compliance 8/19/13 Part of Build Alternative KM scope is included in SCC 10.02 Reviewed for real estate impacts/needs 8/19/13 Construction inside City KM easements and right of way Reviewed for compliance with design criteria/ADA htto:/Aw .access-board.gov/ada-aba/ada- 8/19/13 n/a KM standards-dot.cfm d ite sco Independent Cost Estimate Date of Estimate: 19-Aug-13 Contract Type: Mason Corridor BRT (Hard Bid) Existing Contract or PO (YIN): Y Oescdption of Goods (A) or Services (B): A Repair unstable sbugrade along the BRT guideway from STA 84+50 to McClelland. The v olk will include muds excavation, import of select material (Class 6 madbase or equal) and Installation over geogrid fabric to stabilize subgrade prior to paving. I have obtained the following estimate from; Published Price List I Pest Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Beau Javemlck CEI Approved T&M Rate Sheets, MAX BRT Schedule of Values, Other (specify) 2012 COOT Cost manual Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Standard Items Product Cost $Knit Unit Qu!2a Notes TOTAL Delivered Date Source Foreman $ 55.00 HR 17 CEI Labor and Equipment Rate Sheet - August 2012 $ 935.00 Laborer $ g0.00 HR 15 CEI Labor and Equipment Rate Sheet - Au ual 2012 $ 60000 Operator $ 40.00 HR 20 NO PRICE LISTED FOR OPERATORS $ 800,00 WL-43 CAT 938G $ 110.00 HR 15-August CEI Labor and Equipment Rate Sheet 2012 $ 1,650.00 WL47 CAT 938G $ 110.00 HR 5-Au CEI Labor and Equipment Rate Sheet ust 2012 $ 550.00 UL-59 CAT 248 $ 65.00 HR 4 CEI Labor and Equipment Rate Sheet - August 2012 $ 260.00 Dide Dump $ 85.00 HR 34-Au CEI Labor and Equipment Rate Sheet ust 2012 $ 2,890.00 MT-57 Water Truck If 70.00 HR 7 CEI Labor antl Equipment Rate Sheet - August 2012 $ 490.00 Tenser Geofabric $ 235 SY 367 Contract SOV 420-00112 $ 862.45 Class 6 Roadbase $ 19.00 Tons 648 2012 COOT Cost Manual $ 12,312.00 Dump Fee $ 18.00 CY 381 SAME PRICE FOR DUMP FEE USED ON WCD 076 $ 6,858.00 SubTotel i $ 28,207.45 Cost of Services, Repairs, or Nonstandard items B Ilem/rask: Materials or Work Description Other Direct Costs Leber Rate ($1 Labor House Labor Class Allocated Overhead SGW Profit Notes: Data Source TOTAL $ $ $ $ SubTotal - l Signature of Preperer: SWg Wmml x,f mmYbbMx Ege TOTAL It 28,207.45 COLORADO DEPARTMENT OF TRANSPORTATION 10:14 Monday, August 27, 2012 110 _______-_ _____________________________________________________________________________________________________ ITEM UNIT COSTS BY PROJECTS -- 2012 COST DATA ITEM NUMBER/ ITEM DESCRIPTION/ UNIT/ -_-__ PROJECT NUMBER ------------------------------------------------------------------------------------------------------------------------------------ PROJECT LOCATION DATE LET QUANTITY ENGR. EST. AVERAGE BID AWARDED BID 304-06007 ABC (CL 6) Cubic Yard ____________-_------_________________________ FSA 0831-112 SH83/LEETSDALE DRIVE 0 MONACO 01/12/12 392.00 110.00 49.60 34.00 STA3501-011 SH 350, M.P. 63.7 TO M.P. 72. 01/26/12 1,391.00 20.00 33.24 36.00 FSA0341-075 _ US 34 INTERSECTION WITH MALL 02/02/12._ _ _ 599_.00_ _ 45.00_ 52.76_._ 30.00 STA095A-012 SH 95 (SHERIDAN): 68TH AVE TO 02/09/12 354.00 _ 45.00. 32.69 _ 19.00) FBR095A-011' - -- - - SH95(SHERIDAN) BRIDGE -OVER -RR 03/01/12 -----2;838:-00--- 26r00--- -- ----29.93- -- --- - 24:50 FBR062A-015 SH 62 IN RIDGWAY 03/01/12 461.00 45.00 48.34 62.59 NH05.02-065 US 50 MONTROSE COUNTY MM 103. 03/15/12 759.00 40.00 38.36 29.00 FBR145A-049 STATE HIGHWAY 145 NORTH OF PL 03/22/12 5,974.00 35.00 40.25 37.09 WEIGHTED AVERAGE FOR THE FIRST QUARTER ______________ 12,763.00 _______________ 35.07 _______________ 37.00 --------------- 33.93 NH 1602-105 US 160 BETWEEN MONTE VISTA 6 04/12/12 17,652.00 21.00 26.59 21.76 FBR0253-218 I-25 FRONTAGE ROAD BR MP 249. 04/26/12 875.00 30.00 33.36 28.50 SHE0853-083 US 85 FROM FT LUPTON NORTH TO 04/26/12 3,516.00 30.00 32.60 28.20 STA 0853-078 US 85 RESURFACING IN GREELEY 05/03/12 24,076.00 23.00 21.30 23.10 ST00062-027 US6 (VASQUEZ) FROM I70 TO 60T 05/10/12 121.00 35.00 47.94 56.00 NH0505-046 US 50 HASTY AND MCCLAVE 05/17/12 38,590.00 20.00 23.47 22.00 NH0342-054 US 34 EAST OF GREELEY 05/24/12 80.00 20.00 29.60 41.40 HPP0241-058 SH 24 MM 168-172 06/14/12 261.00 35.00 60.59 40.00 STE0702-322 VAIL PASS RECREATION PATH ADJ 06/28/12 6.00 50.00 273.74 126.00 NH 16OA-019 IN PAGOSA SPRINGS, COLORADO A 06/28/12 31.10 _ 40.00 112.00 115.00 WEIGHTED AVERAGE FOR THE SECOND QUARTER 85,208.10 __ --------------- 21.65 --------------- 24.13 -_____ 23.80 WEIGHTED AVERAGE FOR THE YEAR 97,971 10 23.40 26.27 25.07 --------------- 304-06008 ABC (CL 6) (Spec) STA R600-401 US 36 OVERLAY 01/26/12 NHO853-086 US 85 BRIGHTON TO FORT LUPTON 03/29/12 WEIGHTED AVERAGE FOR THE FIRST QUARTER Cubic Yard =____________________________________________ 100.00 35.00 44.23 18.16 3,030.00 32.00 28.58 27.45 -------- _ ___________ _______________ 3,130.00 32.10 29.08 27.15 IM0701-211 I-70 MP 11-16.5 MESA I-70 EAS 05/10/12 308.00 34.00 13.99 9.28 ST00062-027 US6 (VASQUEZ) FROM I70 TO 60T 05/10/12 60.00 40.00 45.14 41.00 WEIGHTED AVERAGE FOR THE SECOND QUARTER 368.00 34.98 19.07 14.45 WEIGHTED AVERAGE FOR THE YEAR 3,498 00 32.40 28.02 25.82 Concrete Express Inc. Labor and Equipment Rate Sheet - August 2012 Time and Material EQUIPMENT TYPE UNIT NO. SERIAL NUMBER PRICE/HR DOZERITRA'CTOR CAT CH75E CHALLENGER (98) CH-5 6HS00365 $ 175.00 TATU DISC (98) DISC-5 182/450 $ 175.00 CAT D5C DOZER DZ-3 07PS00792 $ 125.00 W/6 WAY BLADE & SLOPEBOARD CONVEYOR FELCO CONVEYOR COMPACTION WHEEL EXTENSION CRANE GROVE CRANE (95) TEREX CRANE (99) LIEBHERR TOWER CRANE TEREX TOWER CRANE COMPACTION WHEELS NEC FOUR WHEEL SHEEPS FOOT NEC FIVE WHEEL SHEEPS FOOT FOUR WHEEL SHEEPS FOOT ACTION FIVE WHEEL SHEEPS FOOT THREE WHEEL SHEEPS FOOT REX SHEEPSFOOT - NO VIRATION 'IXCAVATOR KOMATSU PC40OLC-6 (98) KOMATSU PC20OLC-6 (99) CAT 345SL (02) CAT 345BL (02) JOHN DEERE 450C (05) JOHN DEERE 160C (06) CAT 321 CLCR (05) 'MOTOR GRADER 140H MOTOR GRADER (01) MINI -MIGHT BLADE ATTACHMENT JOHN DEERE 770D MOTOR GRADER (07) JOHN DEERE 772D MOTOR GRADER (06) CON-5 STD-20-146 $ 40.00 $ 10.00 CR-1 82720 $ 135.00 CR-3 58186 $ 135.00 CR-7 1129 $ 200.00 CR-19 415209 $ 200.00 CW-1 4224 $ 50.00 CW-3 A71003 $ 60.00 CW-7 A041003 $ 50.00 CW-9 A050119 $ 60.00 CW-11 $ 85.00 SWR-5 $ 85.00 EX-11 A80104 $ 165.00 EX-13 104044 $ 125.00 EX-21 AGS01263 $ 185.00 EX-23 AGS01419 $ 185.00 EX-29 FF450CX091703 $ 205.00 EX-31 FF160CX045435 $ 130.00 EX-33 MFC00728 $ 165.00 MG-17 CATOI40HJ2ZK07191 $ 120.00 MG-19 0064-050605 $ 50.00 MG-21 X612047 $ 120.00 MG-23 X604407 $ 130.00 Concrete Express Inc. Labor and Equipment Rate Sheet - August 2012. "PAVER POWER CURBER 5700B (96) PV-5 57210784 $ 200.00 ALLEN PAVER(00) PV-9 030100-1436SFP $ 350.00 BIDW ELL DECK FINISHER PV-11 BR 87635-2 $ 250.00 POWER CURBER 5700B (99) PV-13 57137991060 $ 200.00 GOMACO TINING MACHINE PV-15 45525244 $ 60.00 POWER CURBER 8700 PV-17 870290041 $ 250.00 BACKHOE 420D CAT BACKHOE (03 4WD) RB-21 CFDP13360 $ 80.00 420D CAT BACKHOE (04 4WD) RB-23 JFDP19156 $ 80.00 420D CAT BACKHOE (03 4WD) RB-25 AFDP12809 $ 80.00 420D CAT BACKHOE (03 4WD) RB-27 HFDP15146 $ 80.00 420D CAT BACKHOE (04 4WD) RB-29 DFDP21372 $ 80.00 UNILOADER CAT 246A (04) UL-57 05SZ07367 $ 65.00 CAT 246E (06) UL-59 PAT03227 $ 65.00 CAT 246B (06) UL-61 PAT03231 $ 65.00 CAT 246B (06) UL-63 PAT03239 $ 65.00 CAT 246B (05) UL-65 PAT03107 $ 65.00 FALCO TRACK UL UL-?? $ 11S.00 CASE 1845 UL WBREAKER $ 80.00 CASE 1845 UL W/OUT BREAKER $ 60.00 ROLLERS/GOMPA'CTORS' REX COMPACTOR (98) SWR-5 HE1475 $ 100.00 CAT GS433B ROLLER (94) VR-3 4FK00198 $ 80.00 CAT CP433C COMPACTOR (99) VR-5 2JM00821 $ 80.00 CAT CP323C COMPACTOR (97) VR-9 6DMOO149 $ 75.00 CAT CS323C COMPACTOR (99) VR-11 IEN00232 $ 75.00 CAT CS323C COMPACTOR (00) VR-13 6DM00371 $ 75.00 CAT CS-563E COMPACTOR (06) VR-17 CNG01163 $ 100.00 CAT 815-F COMPACTOR (04) VR-19 BKLOO512 $ 120.00 CAT CP-563E Compactor VR-23 CNG02131 $ 100.00 WH_EE_LLOADER CAT 938G (03) WL-33 CRD00619 $ 110.00 CAT 938G (04) WL-35 RTB00658 $ 110.00 CAT 938G (06) WL-37 ORTBO1419 $ 110.00 CAT 938G (06) WL-39 ORTBO2109 $ 110.00 i ,4 L O F 16 ..- 9/-9S Due io l oCF_ 8� (Q2 S%ycL W.q,s C'oNC�; 1330 /+zs - t-;L So Hx-5 G�i 2 U}Oo Hsu I 5ie.i%L � 6�(3 d /8 CsfiM� t�oLS / 0,v I 2 142 S p,v Concrete Express Inc. Labor and Equipment Rate Sheet - August 2012 CAT 93BG (06) WL41 ORTBO2117 $ 110.00 CAT 938G (06) WL-43 ORTBO2118 $ 110.00 CAT 966H (06) WL-45 OA6DO0167 $ 115.00 CAT 938G (06) WL-47 ORTBO2718 $ 110.00 CAT 938G (07) WL-49 CRD02427 $ 110.00 CAT 938G (07) WL-51 CRD02426 $ 110.00 SCRAPER CAT 627C $ 245.00 BLADE CAT 140G $ 115.00 CAT 130G $ 115.00 WATERTRUCK CAT 613 $ 135.00 4000 GALLON $ 80.00 1600 GALLON $ 70.00 TRUCKING LOWBOY/TRANSPORTATION $ 115.00 END DUMP - ROCK TRAILER $ 85.00 END DUMP - BELLY DUMP $ 85.00 SIDE DUMP $ 85.00 VAC TRUCK - POTHOLE TRUCK $ 190.00 MANPOWER, SUPERINTENDENT $ 68.00 FOREMAN W/TRUCK $ 55.00 FORMSETTER/ FINISHER $ 46.00 LABOR $ 40.00 SERVICE MECHANIC $ 70.00 WELDER $ 70.00 ma)t WORK CHANGE DIRECTIVE TO CONTRACTOR: Concrete Express Inc. (CEI) WCD NO: 064 PROJECT: Mason Corridor- MAX BRT OWNER: City of Fort Collins - Engineering Department ENGINEER: Michael Baker Inc. PROJECT NO: 7332 The following additions, deletions, or revisions to the Work have been ordered and authorized: of WCD): Subgrade Stabilization STA 84+50 to McClelland This work change directive directs the Contractor to price and, if accepted, repair unstable subgrade along the BRT guideway from STA 84+50 to McClelland. This work shall be tracked time and material in the field and paid as such. The work will include muck excavation, import of select material (Class 6 roadbase or equal) and installation over geogrid fabric to stabilize subgrade prior to paving. This work change directive will be tracked time and material and paid as a lump sum to the MAX BRT contract. This change is being initiated by the City to remove unstable clay materials from the guideway subgrade for stabilization necessary to facilitate a solid roadway foundation. Attachments (List Supporting Documents): Final T&M tracking sheets; CEI cost summary. 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: �� W�_ July 5, 2013 er Date Recommended By: zoAt- July 5, 2013 Construction M,inager Date Copy: Owner; Engineer; Field File - SharePoint WCDO64_STABILIZATION STA 8450_07-05-13_DRAFT FOR PRICING PAGE 1 OF 1 40 5/29/13 Erika Keeton Special Projects Engineer City of Ft. Collins 281 N. College Avenue Fort Collins, CO 80522-0580 kr' CCR NUMBER: 195 irt)U7t7 CEI PROJECT M 12-009 CONTRACT NUMBER: 7332 CONTRACT DATE: CONTRACT NAME: Mason Corridor BRT DESCRIPTION OF CCR: Over -ex in segment 4 at the direction of the city due to unsuitable soil LOCATION: Segment 4 from Horsetooth north to merge at McClelland MEMO NO.: 35908, 35581, 35580 MEMO DATE: 5/20-5/22 COST CODE: 700-20025 DESCRIPTION CITY UNIT UNIT PRICE OT TOTAL Foreman 17 HR $ 55.00 $935.00 Laborer 15 HR $ 40.00 $600.00 WL-43(CAT 938G) 15 HR $ 110.00 $1,650.00 WL-47 (CAT 938G) 5 HR $ 110.00 $550.00 UL-59 (CAT 246) 4 HR $ 65.00 $260.00 Side Dump (2) 34 HR $ 85.00 $2,890.00 MT-57 Water Truck 8 HR $ 70.00 $560,00 Tensar Georabnc 367 SY $ 2.67 $979.89 Class 6 Roadbase 648 Tons $ 12.10 $7,840.80 Dump Fee 381 CY $ 18.00 $6,858.00 Traffic Control 1 Day $ 1,335.00 $1,335.00 TOTAL Concrete Express, Inc., requests 0 days for the above contract modifications. These are all of the visible effects of the above change we see at this time. We reserve the right to incorporate other changes as they appear in implementing this change. If you have any questions regarding this change, please feel free to contact me at 303.562.2000. $24,458.69 maxCOST OF THE WORK RECORD (To be completed at end of each workday and signed by both represeNahaes shown below) Project: MAX/BRT Record Number: 1 Contractor: CEI-Dirt Crew Date: 5/20/13 thru 5/22/13 Contractors Rep: Jose Perez Project Number: 7332 COFC Inspector: TC Bohnet Owner: COFC-Engineerng Description of Work: Stabilization of the BRT guide way subgrade from STA 84+20 to STA 85+30 and incorporates both the Northbound and Southbound lanes of the guideway in the area. Number labor EquipmenU ProducU Cescripilon Uuanbty Unit Unit Cost Total for Item Total Cost 1 X Foreman 17 HRS 2 X Operator#1 15 HRS 3 X Operator#2 5 HRS 4 X Laborer 15 / HRS 5 E Side Dump#1 17.5 HRS 6 I E Side Dump #2 16.5 HRS 7 E Water Truck MT-57 8 / HRS 8 E Wheel Loader WL43 15 / HRS 9 E Wheel Loader WL47 5 / HRS 10 E Skid Steer UL-59 4 / HRS 11 M Tenser Geol7ralanc 366.67 BY 12 M Class 6 Recycled Concrete Base 672.51 Tons N a"& (9 Comments:' tY fir"�A— /�C'1, p.CQ 2l' i. lia�ic Co1�i7D� 1�lOq•ga��g.�- City of Fort Collins Representative: TIC Bohnet Copy nfl creates 0 the contact pace to be detemined on the cost of want basis mast be vedned by this record 1. Retalned at Resident Inspectors office. 2. To Project Manager with diary sheet for the day. 3. To Contractors Representation MEMO 35580` JOB NAME: l I.g5on 6orr,j,r JOB #: /a, - o a(? r COST CODE: 7c a -'2O C 2%1i DATE: (J,c _ ,� .- 13 ISSUED TO: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OF WORK PERFORMED: Sc rf 5a C4 , b I-N'n o C.`a 55 6 a90 7 `a Tons We. D✓i` I.iia �¢( tin 4l,"5 011,, '? r"�i 6yaS ci Fy. i SPECIFIC LOCATION OF WORK: /70 / 6 5 r 5 +ter 9Y %a.o Cne dli be v,J BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. Two ,•d d'm 7.5 one or 4 % w o O cxr� -.f- 0/1 f 1.oYL C5 J ceder W L- 5 onr lloner WL'91 O Ac- n�n%fr ruc{C /`I T-S1 Ly1 u1 a oe7a F l 55 6 CONCRETE EXPRESS, INC. NAME: -T'-o5e- {ereyrc TITLE: Fo rr'. -syc,. ✓t DATE: o $ - I ACCEPTED: NAME: TITLE: DATE: MEMO 35908 JOB NAME: MA5oi7 tnrri-�o r JOB#: /,'_pOq COST CODE: DATE: CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 ISSUED TO: DESCRIPTION OF WORK PERFORMED: h 9.✓ % G Is SPECIFIC LOCATION OF WORK: 5 e.y �n e n '!� SL c no r-t b r) o BREAK DOWN OF HOURS QTY LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. ,4 J vivi (7 an 5 ,�- ja55 V CONCRETE EXPRESS, INC. NAME: JoSG. PGr cy fh TITLE: DATE: rj 5 - 9-o -! ACCEPTED: NAME: TITLE: DATE: 35581, JOB NAME: z•Ig.5o 1 JOB#: _la,-009 COST CODE: %00 - a- oo a 5 DATE: O S- ;;Z. 1- 13 CONCRETE EXPRESS, INC. 2027 WEST COLFAX AVE DENVER, CO 80204 PHONE:303-562-2000 FAX:303-893-1949 DESCRIPTION OFWORK PERFORMED: Nr,`n4 !�/7Aier,�q I +o lR� �g DPI`C.y Gn �. GI.G.SS (� rr�-,•�., ,..r rn. .-� .�'(i- �rvi�c �'ieT SPECIFIC LOCATION OF WORK: . iv n r-1-h r, C 5 -�je R �l T .z� , k o * A 'S 1,v v'S BREAK DOWN OF HOURS QTY . LABOR EQUIPMENT MATERIALS HOURS EACH TOTAL HOURS TOTAL O.T. c9 p Gr4 io r - Wiicc o r WL- 2 rq +G //,`L /fibre l w9f�rT MT97 3 .••v ide H I I�i,asro� �c(ess wova '-SooSv%rol CONCRETE EXPRESS, INC,.� NAME: ,� 6Scl (L' re xr-j TITLE:o DATE: ACCEPTED: NAME: TITLE: DATE: yT I LEX Order Confirmation CIVIL ENVIRONMENTAL GROUP Fremont Drive CO 80112-4475 03) 766-2000 03) 766-1110 Sold To: Concrete Express Inc. 2027 W. Colfax Avenue Denver, CO 80204 Ship To: Concrete Express Inc. Will call Date Page May 20, 2013 i Order Number 55032 Not An Invoice Phone: (303) 562-2000 Fax: (303) 562-2010 Contact PO Numher Customer No. Salesperson Exp Shlp Data Ship Via Terms Sam 303-907.8507 12-009.110 CONCRE RS 20/05/2013 SH0001 NET30 City. Description Unit Price UOM Extended Price Ord. ,000.000 Woven 3X3-15'X300'-500sy/roll 2 rolls 0.0000 Job: MAX BRT Fort CollinsAN IN, Any account 30 days past due will be charged a 2%monthly finance Returned goods will NOT be accepted�� charge and vril11.he'cha5ged to COD status until paid In full. A$45.00 from Nilex Environmental Inc . A 20% chargewill assess q.to a returned checks. Customer agrees to pay ALL goods returned In good condition �` any and I collectin f5¢es, cort cost; a(f�al omeys tees incurred by by Nilex. ALL returned or rejected special orders will be charged Nilex t la� or non- ymen I ec tons. a 30% restocking fee. Materials cannot be returned 90 days after invoice dale. Com en/t ' Tax Summary: Call Ni for: Erosion Control Blankets, Turf Reinforcement NONE 0.00 Mats, Silt & Sediment Control Fences, Hydraulic Mulch, Seed, Wattles, GeoGrids ... Drought Solutions and all materials for ycurSWMPsI Subtotal Total sales Total ordertax Conpril Denver -New Blind.rpt . Customer Copy Visit eMcks(TM) at w artinmarietta.com FSold To: 639312 'CONCRETE EXPRESS PO No: DO#: Date: 05/20/13 Truck: RMTCEI001 Time: 16:33 Badge In: Scale:(4) Badge Out: Grid/Zone: Job Miles: StkPile#: QC#: Lds Tons Total Ord: Total Del: 8 190.42 Today Del: 7 167.28 Prod: 4581 (3/4) CONCRETE BASE Delivery Address: HORSETOOTH AND MCNEELEY Ticket 1'1238 Sold From:16323 Taft Aspha) - 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Metric Tons Pounds Gross: 80, 580 172.75 Tare: 1 34,200 151.75 Net: 23.19 46, 380 20.00 Marla J Matl $ Tax $ Haul $ Fuel $ Adder $ Total $ tF--!5 q J ap _ �60ZS Customer: Ife, Lin Marietta HeLerials Standard Terms and Conditions apply (copy available at Site Office). II111IIAI IGIIRIIIIIIIIIoil CW;IIUIUI;Wi1I:IIIpIIII! II BIUffiI'dllmUU119 ilnmml enUlm)➢ JUUnmlmmu lnpm#mUlmpruo:nlmlml(rilI ,mnivmew mmemoumrmnmmn mn ammlmr it.sarem ®IIII) tmlltnme lmm me m0 mllerlitil 11113 l W 4111m1 e1)Imom Imallifill01m III Visit eFodk.(DO at w martinma etta.eem Ticke trI 12 3 5 Sold To: 639312 w Sold From:16323 Taft Aspha a CONCRITE EXPRESS PO No: 1800 North Taft Hill Road DO#: Fort Collins CO 80521 Date: 05/20/13 Truck: RMTCE1001 Job#: 6393120042 Dest: 1 Time: 15:29 BadgeIn: 2013 - TAFT ASPHALT VARIOUS Scale:(4) Badge Out: VARIOUS LOCATIONS - USE DESTINATION ID Grid/zone: Job Miles: Lds Tons Metric Tons Pounds Cash Sale Total Ord: Gro 'S1 61,020 Matl $ Total Del: 7 167.23 151.71 Ta 1 0 Haul $ 39,200 Tax $ t' 23.4 Today Del: 6 144.09 130.72 Ne'46, B20 Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total.,$ Sec.Product: 0.00 Weighperson: Marla J McKenzi Delivery Address: 7V S HORSETOOTH AND MCNEELEY S/ Customer: 2 7 Martin Marietta Materials Standard Terms and Conditions apply (cbpy available at Site Office). I I III II111101119111II011101II11001II II I I[II IIII IIII II III IIO1019111I1II I I mil I'I II I IIII Intl m II I III m II III mm II I I I III IIIII IItl IIm I IIII PID I Im a II I m I Ilm III n II uo II ID nN m II I . nmmm an auommlen mumlrnmm�imnn,:rree vmnaen em memmo,: " 10a°•: Visit eRocks (TM7 at wwv.martitmarietta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/20/13 Truck: RMTCEI001 Time: 14:29 Eadgeln: Scale:(4) BadgeOut: Grid/Zone: Job Miles: Ctk Pile#c OC#: Ticket#• 123 F From:16323 Taft Aspha Pl North Taft Hill Road Collins co 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lds Tons Metric Tons Pounds Casn sale Matl $ Total Ord: Gross: 40.53 81, 060 Total Del: 6 143.82 130.47 Tare: 17. 39,200 Haul $ Today Del: 5 120.68 109.48 Net: 23.93 46, 860 Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J McKenzi Delivery Address: 100 ?dr9 as— Twq HORSETOOTH AND MCNEELEY �'°� �i di, E 0 W Customer: Martin Harietta Materials Standard Terms and Conditions apply (copy available at Site Office) ImnulloIll Rill mmlmlm)MuHill MI Bmuull01111mumlllllI visit eeock.m) at .+'+u.mar Ci nmari et[a.com To: 639312 RETE EXPRESS o: R Date: 05/20/13 Truck: RMTCE1001 Time: 12:35 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: Ticket#. 1230 Sold From:16323 Taft Asphz t Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 nest 1 2013 - TAFT ASPHALT VARIOUS - VARIOUS LOCATIONS - USE DESTINATION ID. V Lds Tons Metric ns Pounds Cash Sale o7e7 � 84, 640 Matl $ Total Ord: Tax $ Total Del: 5 120.39 109.22 ax.1 34,200 Haul $ Today Del: 4 97.25 88.22 t.2 550, 440Fuel $ Prod: 4581 Adder $ (3/4) CONCRETE BASE MinQty: 20.00 Total $ SBC.Pr'Odllct: 0.00 Weighperson: Marla J MCKenzi DeliveAddress: HORSETOOTH AND ry MCNEELEY 1 / 77- s-j %oa - a 13o�S Customer: Martin Marietta Materials Standard Terms and Condition. apply (copy available at site Office). nnnpm4in$I ilmltnu(l�I pm 9aIP.l ltiD]II#p1911111i#I�II,111191t16111@nIIGI IIINNIO �� 6111711ID1:Ip0.1141011.IIIIIpUIII IIIlO�lplpllllll .. .. .. (18wE(II flit III ltl(111111 MIDItalIl III HIM all M'liflp milli 10 ulfm Visit eROcks(SM) at w martinmariatta.com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: Date: 05/20/13 Truck: RMTCEI001 Time: 11:07 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: QC#: R1.11101nii01 to 0nmmnnnm taaUO....leen.nuu.N -' - Ticket 112290 Sold From:16323 Taft Aspr Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 639312004Z Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lds Tons Metric Tons Pounds Mat' t;asn care $ Total Ord: Gross: 40.02 80, 040 Tax $ Total Del: 4 95.17 86.34 Tare: 34,200 Haul $ Today Del: 3 72.03 65.34 Net: 22.9 45,840 Fuel $ Adder $ Prod: 4581 (3/4) CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J MCKenzi -r.^-- Delivery Address: 6/ HORSETOOTH AND MCNEELEY '%o a - Ao-a 2) Customer: - 1.,.,., available at site office). Visit oROCka('IM) at wwv.martits""tta. com Sold To: 639312 CONCRETE EXPRESS PO No: DO#: 'Date: 05/20/13 Truck: RMTCE1001 Time: 09:37 BadgeIn: Scale:(4) BadgeOut: Grid/Zone: Job Miles: StkPile#: OC#: Ticket#:112281 Sold From:16323 Taft Asphalt Plant 1800 North Taft Hill Road Fort Collins CO 80521 Job#: 6393120042 Dest: 1 2013 - TAFT ASPHALT VARIOUS VARIOUS LOCATIONS - USE DESTINATION ID Lots Tons Metric Tons Pounds Casn baie $ Total Ord: Gross: 42.15 84, 300 Mat' Total Del: 3 72.25 65.54 Tare: 17.51 35,020 Haul $ Today Del: 2 49.11 44:55 Net: 29.69 99, 280 Fuel $ Adder $ Prod: 4581 (3/41. CONCRETE BASE MinQty: 20.00 Total $ Sec.Product: 0.00 Weighperson: Marla J MCKenzi Delivery Address: HORSETOOTH AND MCNEELEY ,l-u��3 /.L��^i•4 1'1�.�/ 7�v �o2dv2s' Customer: I,a:tie(iwa,i mim000nonniwilimtmt.iVis Teascts , available at Site Office) �a Qw N ry