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Home My WebLink AboutCORRESPONDENCE - BID - 5911 MISCELLANEOUS CONCRETE PROJECTAdministrative Services Purchasing Division Express Concrete, Inc. Attn: Kimberly J. Hoffman, Vice President 5305 S. Ziegler Rd. Fort Collins, CO 80528 Re: Renewal, 5911 Miscellaneous Concrete Project Dear Ms. Hoffman: The City of Fort Collins wishes to extend the agreement term for the above captioned proposal per the existing terms and conditions with the addition of Section 19 outlined below and revised bid schedule attached. Prohibition Against Employing Illegal Aliens. This paragraph shall apply to all Contractors whose performance of work under this Agreement does not involve the delivery of a specific end product other than reports that are merely incidental to the performance of said work. Pursuant to Section 8- 17.5-101, C.R.S., et. seq., Contractor represents and agrees that: A. As of the date of this Agreement: 1. Contractor does not knowingly employ or contract with an illegal alien; and 2. Contractor has participated or attempted to participate in the basic pilot employment verification program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the "Basic Pilot Program") in order to verify that Contractor does not employ any illegal aliens. B. Contractor shall not knowingly employ or contract with an illegal alien to perform works under this Agreement or enter into a contract with a subcontractor that fails to certify to Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this Agreement. C. Contractor shall continue to apply to participate in the Basic Pilot Program and shall in writing verify same every three (3) calendar months thereafter, until Contractor is accepted or the public contract for services has been completed, whichever is earlier. The requirements of this section shall not be required or effective if the Basic Pilot Program is discontinued. D. Contractor is prohibited from using Basic Pilot Program procedures to undertake pre- employment screening of job applicants while this Agreement is being performed. E. If Contractor obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Contractor shall: Notify such subcontractor and the City within three days that Contractor has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 SECTION 00330 CITY OF FORT COLLINS BIDSCHEDULE MISCELLANEOUS CONCRETE PROJECT BID NO.5911 - 2007 RENEWAL ITEM NO DESCRIPTION 2007 UNIT PRICE UNIT ESTIMATED QUANTITY TOTAL COST 202.01 Sawcut Concrete/Asphalt <4" $ 2.19 LF 25 $ 54.75 202.02 Sawcut Concrete/Asphalt 4" < 6" $ 2.72 LF 25 $ 68.00 202.03 Sawcut Concrete/Asphalt 6" < 8" $ 3.40 LF 25 $ 85.00 202.04 Sawcut Concrete/Asphalt 8" < 10" $ 4.71 LF 25 $ 117.75 202.05 Sawcut-Additional l"Depth $ 0.79 LF 25 $ 19.75 202.06 Remove Concrete Sidewalk $ 2.36 SF 1500 $ 3,540.00 202.07 Remove Concrete Curb and Gutter $ 3.56 LF 250 $ 890.00 202.08 Remove Monolithic Curb, Gutter & Sidewalk $ 2.41 SF 250 $ 602.50 202.09 Remove Concrete Driveway/Apron/Crosspan $ 2.56 SF 750 $ 1,920.00 202.10 Remove Concrete Pavement - 10" $ 3.97 SF 500 $ 1,985.00 202.11 Remove Concrete Pavement - Additional I" Depth $ 0.41 SF 50 $ 20.50 20112 Remove Asphalt-6" $ 2.19 SF 250 $ 547.50 202.13 Remove Asphalt - Additional I" Depth $ 0.41 SF 50 $ 20.50 202.14 Remove Inlet $ 549.45 EA 5 $ 2,747.25 202.15 Remove and Haul Driveway Fillets $ 52.33 EA 5 $ 261.65 202.16 Remove Flagstone $ 2.98 SF 100 $ 298.00 203.01 Excavation - General Less Than 50 CY $ 62.76 CY 150 $ 9,414.00 203.02 Excavation- General Over 50 CY $ 56.68 CY 150 $ 8,502.00 203.03 Excavation - Walls Only $ 11.51 CY 100 $ 1,151.00 203.04 Excavation - New Inlet $ 404.87 EA 5 $ 2,024.35 203.05 Borrow - Less than 100 Ton $ 31.37 TON 75 $ 2,352,75 203.06 Borrow - Over 100 Ton $ 27.08 TON 75 $ 2,031.00 210.01 Reset Brick Pavers $ 7.81 SF 185 $ 1,444.85 210.02 Adjust Manhole $ 126.52 EA 10 is $ 1,265.20 210.03 Adjust Valve Box $ 116.40 1 EA 10 1,164.00 304.01 Aggregate Base Course $ 26.47 1 TON 1 150 $ 3,970.50 403.01 Temporary Asphalt Patching $ 90.09 J TON 100 1 $ 9,009.00 602.01 Reinforcing Steel $ 0.47 LB 500 $ 235.00 602.02 Reinforcing Steel -Epoxy Coated $ 0.97 LB 500 Is 485.00 604.01 Reconstruct Inlet Deck - Catch Basin (R&R) $ 1,126.11 EA 5 $ 5,630.55 604.02 Reconstruct Inlet Deck - Additional Fool Opening (R&R) $ 185_8l IT to $ 1,858.I0 604.03 Reconstruct Curb Inlet Deck - 4' Opening (R&R) $ 1,858.08 EA 5 $ 9,290.40 604.04 Reconstruct Curb Inlet Deck - Additional Foot Opening (R&R) $ 185.81 IT to $ 1,858.10 604,05 Area Inlet $ 1,126.11 EA 5 $ 5,630.55 60406 Type R Inlet - 5' Opening $ 1,914.39 EA 5 $ 9.571.90 604.07 Type R Inlet -Additional Foot Opening $ 235.69 LF 5 $ 1,178.45 604.08 Combination Type 13 Curb Inlet - Frame, Grate & Adjustable Curb Bonnet (East Jordan Ironworks 7030 or Equivalent) $ 1,632.86 EA 5 $ 8,164.30 604.09 Concrete Sidewalk Culvert $ 378.23 EA 5 $ 1,891.15 604.10 Metal Sidewalk Culvert -2' Opening, 5/8" plate $ I,267A 1 EA 10 S 12,674.10 604 111 Additional Square Foot 5/8" Plate $ 1 1 1.53 SF 10 $ 1,115.30 609.01 Driveover Curb, Gutter & 4" Sidewalk $ 20,61 LF 10)O $ 20,610.00 608.02 Driveover Curb, Gutter & 6" Sidewalk $ 22.91 LF 1,000 $ 22,910.00 608.03 Driveover Curb and Gutter - No Sidewalk $ 17.58 LF 125 $ 2,19Z50 Page I of 3 SECTION 00330 CITY OF FORT COLLINS BID SCHEDULE MISCELLANEOUS CONCRETE PROJECT BID NO.5911 -2007 RENEWAL ITEM NO DESCRIPTION 2007 UNIT PRICE UNIT ESTIMATED QUANTITY TOTAL COST 608.04 Driveover Curb, Gutter and 6" Drive Approach $ 24.51 LF 200 $ 4,902.00 608.05 Vertical Curb, Gutter and 4" Sidewalk $ 22.70 LF 300 $ 6,810.00 608.06 Vertical Curb, Gutter and 6" Sidewalk $ 25.15 LF 100 $ 2,515.00 608.07 Vertical Curb and Gutter - No Sidewalk $ 18.64 LF 500 $ 9,320.00 608.08 Vertical Curb, Gutter and Drive Approach $ 25.84 LF 150 $ 3,876.00 608.09 Vertical Curb, Gutter and 6" Drive Approach - No Sidewalk $ 19.44 LF 75 $ 1,458.00 608.10 Out Fall Curb & Gutter $ 17.68 LF 100 $ 1,768.00 608,11 Hollywood Curb, Gutter and 4" Sidewalk $ 17.05 LF 250 $ 4,262.50 608.12 Hollywood Curb, Gutter and 6" Sidewalk $ 18.12 LF 250 $ 4,530.00 608.13 Hollywood Curb and Gutter- No Sidewalk $ 14.65 LF 75 $ 1,098.75 608.14 Hollywood Curb, Gutter and Drive Approach $ 18.64 LF 150 $ 2,796.00 608.15 Highback Curb and Gutter - No Sidewalk $ 26.64 LF 500 $ t 3,320.00 608.16 Highback Curb, Gutter and Drive Approach $ 28.98 LF 150 $ 4,347.00 608.17 Barrier Curb - 6" x I8" $ 21.31 LF 150 $ 3,196.50 608.18 Barrier Curb - Key Way Style $ 24.83 LF 150 $ 3,724.50 609.19 Barrier Curb - Epoxy $ 19.71 LF ISO $ 2,956.50 608.20 Mountable Curb -12"x18" $ 22.37 IF 150 $ 3,355.50 608.21 Mountable Curb - Key Way Style $ 26.00 LF 150 $ 3,900,00 608.22 Mountable Curb - Epoxy $ 23.65 LF 150 $ 3,547.50 608.23 Pedestrian Access Ramp, Driveover Curb $ 33.57 LF ISO $ 5,035.50 608.24 Pedestrian Access Ramp, Vertical Curb $ 32.50 LF 100 $ 3,250.00 608.25 Pedestrian Access Ramp, Hollywood Curb $ 26.42 LF I50 $ 3,963.00 608.26 Pedestrian Access Ramp, Highback Curb $ 6.50 SF 375 $ 2,437.50 609.27 Truncated Dome Panel $ 42.70 SF IN $ 4,270.00 60&28 Apron-8" $ 5.86 SF 500 $ 2,930.00 608.29 Crosspan-8" $ 5.01 SF 750 $ 3,757.50 608.30 Valley Pan -6"Depth $ 6.66 SF 350 $ 2,331.00 608.31 Flatwork-4" $ 2.97 SF 4,000 $ 11,480.00 608,32 Flatwork-6" $ 3.46 SF 1,500 $ 5,190.00 608.33 Replace Flatwork - I" Additional Depth $ 0.57 SF 250 $ 142.50 608.34 Concrete Pavement 8" (Joints Sealed) $ 4.99 SF 1,500 $ 7,485.00 60835 Alley Approach - 8" $ 5.34 LF 100 $ 534.00 609.36 Enhanced Crosswalk - 10" Tile Red $ 10.65 SF 150 $ 1,597.50 608.37 Enhanced Crosswalk- 10" San Diego Buff $ 10.06 SF 150 $ 1,509.00 608.38 Enhanced Crosswalk - 10" Brick Red. Stamped $ 12.67 SF 150 $ 1,900,50 608.39 Colored Trail with Fiberrnesh -5" Yosemite Brown $ 4.25 SF 500 $ 2,125.00 608.40 Mow Strip - 4" x 12" $ 10.01 LF 500 $ 5,005.00 608.41 Splashblock - 4" Exposed Aggregate $ 5.86 SF 500 $ 2,930.00 608.42 Splashblock - 4" San Diego Buff $ 6.18 SF 500 $ 3,090.00 608.43 Median Cover - 4" San Diego Buff $ 6. N SF 500 $ 3.090.00 60SA4 Fibennesh - Added to Any Item, Additional Charge S 5.26 IAVCY 100 $ 526.00 608,45 24 Hour High Early Concrete - Added to Any Item, Additional Charge $ 17.54 CY 50 $ 877.00 608.46 Stamp Pattern - Added to Any Item. Additional Charge $ 234 SF 150 $ 351.00 608.47 6" Concrete Bollard $ 82,63 EA 5 $ 413.15 608.48 8" Concrete Bollard $ 99.15 EA 5 $ 495.75 608.49 Flowable Fill $ 64.25 CY 25 $ 1,606.25 608.50 Non -reinforced Concrete Wall-8" $ 12,78 SFF 500 $ 6390.00 608.51 Non -reinforced Concrete Tooter-8" S 13,84 SF 225 $ 3,114.00 608.52 Concrete Staining/Sealing $ 2.83 SF 150 $ 424,50 608.53 Expansion and Sealing $ 4.20 LF 250 $ 1,050.00 608.54 .loint Sealant $ 2.35 LF 100 $ 235,00 Page 2 rf 3 SECTION 00330 BID SCHEDULE CITY OF FORT COLLINS MISCELLANEOUS CONCRETE PROJECT BID NO.5911 - 2007 RENEWAL ITEM 2007 UNIT ESTIMATED NO DESCRIPTION PRICE UNIT QUANTITY TOTAL COST 608.55 Class D Concrete IS 104.80 1 Cy 20 $ 2,096.00 626.01 Mobilization- Invoices Under $500 $ 283.40 1 Lump Sum 1 25 1 $ 7,085.00 630.01 "NO PARKING" Sign With Stand $ 1.50 Per Day Per Each 375 $ 562.50 630.02 Vertical Panel Without Light $ 0.87 Per Day Per Each 50 $ 43.50 630.03 Chaimelizing Barrels $ 0.77 Per Day Per Each 50 $ 38.50 630.04 Type I Barricade Without Light $ 0.77 Per Day Per Each 750 $ 577.50 630.05 Type 11 Barricade Without Light $ 0.77 Per Day Per Each 20 $ 15.40 630.06 Type III Barricade Without Light $ 3.05 Per Day Per Each 20 $ 61.00 630.07 Size A Sign With Stand $ 1.45 Per Day Per Each 225 $ 326.25 630.08 Size B Sign With Stand $ 1.60 Per Day Per Each 20 $ 32.00 630.09 Size A Specialty Sign - Cost of Manufacturing $ 78.00 Each 2 $ 156.00 630.10 Size B Specialty Sign - Cost of Manufacturing $ 78.00 Each 2 $ 156.00 630.11 Cone With Reflective Strip $ 0.62 Per Day Per Each 375 $ 232.50 630.12 Safety Fence $ 5.10 Per Day Per Roll 20 $ 102.00 630.13 Light $ 0.51 Per Day Per Each 20 $ 10.20 630.14 Advance Wanting Flashing - or Sequencing Arrow Panel $ 71.00 Per Unit Per Day 5 $ 355.00 630.15 Variable Message Board $ 129.50 Per Unit Per Day 10 $ 1,285.00 630.16 Traffic Control Supervisor $ 303.65 Per Day 25 $ 7,591.25 630.17 Traffic Control Supervisor $ 31.37 Per Hour 100 $ 3,137.00 630.18 Flagging $ 19.23 Per Hour 150 $ 2,884.50 FORCE ACCOUNT LABOR RATES *Materials will carry a 10% markup from the original invoice for costs $500 and below, and an 8% markup for invoices greater than $500 *Attach hourly Equipment/Operator rates to be used for Force Account work FAI Laborer $ 22.32 Hour 15 $ 334.80 FA2 Foreman S 37.20 Hour 15 $ 558.00 FA3 Finisher $ 30.82 Hour 15 $ 462.30 FA4 Form Setter $ 29.23 Hour 15 $ 438.45 TOTAL COST $ 360,567.25 Three Hundred Sixty Thousand, Five Hundred Sixty Seven Dollars and Signed Company Express Concrete tnc. Check One: Individual Doing Business in Company Name X Corporation Partnership Address Phone/Fax Twenty Five Cents. 5305 S. Ziegler Road Fort Collins, CO 80528 970.225.1287 970.229.0846 Page 3 of3 RmtTlOY 00]y uneuuLe OF Pti0.TCOL3.M5 !.11SCeLL.W EO118.1w..III PRNeCT "" .o11n-1.In1 f il J �� .IIn - � IT 1 r ,L J F 17 t�'a 5 tAia,m no a i i 3 i iw y y i. 1 _ate i f f,11 — r � fi � ow 1,,--1 � I Ill no mom ON SV.CTIUN CC]]f P1p N11HO1N.0 fIT1'UF rONJ'rO1.LNY M1 SCeL1.,WHOtiHCONCRHTH YPaJNri B0 Va.t911 SPo'I MNNeWN. IWfIMR [MMAnP M YiW lrtrtw L.6�MMMtl MnJ dery 11 IpM IMIt HBf tOTN. LIEMN ORM'RPt1ON 1RIr[ rMR lL1MR1'2 toTLL C042 m4%rtrt• Il% wrtrt lAx rPN'[ XYnw wxb t 5 1 W f 0 3 bs 1. W P-1 F11A..L1 v ona% Nccwlm L.iHOP Pnns •M.I.n.N w..m • 1 m ww.v n.., Ir •JrdJ d.w. d. M. Pvof ..n rw., wl � N%..,y x. d.J.n P,.J.. �P� aw a�.H mnro dl�m,n+ww.n, wn 1. n ...n m. rw. arto,tl ..n la�vv S t i .4W J)xC) ISv f TOt.LLrnFr > SMAlF94 S .y0.41.M .11% SECTION MOM CHI YOF FOR I'COLLI NS BIDSCHEDVIR NISCELLVSKOOS CONCRETE PRO BID NO. 5911- IBD] RENEWAL I W3.011Fimwlmn.(ia il-IMn50C1 15 62001 CY 1 150 15 9d0.1ml IS OmIS I'm 1 IS 62761S 9A14.001 1.D .1 fi1.02 E.D--G.r 0-501Y S 5500 CY 1511 IS SAIDDO 1 S 'Im S 0.61 5 56b. 5 9102.00 1,21% Xf\OS F,xavalun Wa16'OAY S 111J CV Ifq S Lill)D S 001 S O.l?, S 1151 S I.IS100 l:t;'. 2111.04 E.vavallw-New DA, S 1CO.W EA 5 S 3.001,00 5 045 S 4.42 5 414.97 S 2024.35 1.M.. 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I'll 11 AI NtS (oX 19 I x'ed ('nlaluulk-I.'S C."q 13nR l.h vlllaowa&-It B A%o, $Ino10e'J I- d Imil-E llhn M1 1'.1x'milc l3nnrn S 9J5 51 ISIt % 1411ep b 11X�N1 % D_VI $ D61 5 oDl i Dln S Io,Ofi % 1,1091111 646": 3 II.M 5 411U Sl SF 110 5 Pnl F1rv1: % 1'6] t 1`AlO ll h:IT. _1oDI1D5 116 611A.4o I61me 111ia�4'n1" Y '1401 11 n0 % 4lnDDl1 S 11JI SECTION (BUFF RIONCIIF.OULE CITY (IF FORT COLLINS MISCULANEOUN CONCRETE PRNECT RID NO. 5911-SAY? RF.NEWN, ITEH NO DF&C'RIPIION LTOT PRICE UNtt ESTIMATED UANTITT TOTAL COST(15%) C-.N lavnw F-11- O%) I.xh-KmmlW IwwO.4%) NlwNII awe0 16%) WUNIT PRICE WTOM COST %l.em.e IN 41 SpIzIllb"-T- V E.apwl Aggrtyllu S 550 SF Soo $ 3.750.01) S 0T1 S 0.01 S O,IM S 3N6 S 2930.M R55•N.. NIN.42 SplvfiM1h t-C So DD,,, Buff $ 5,10 Sf 500 5 I.90OW S 11-11 S II.01 S DAN 1 FIN $ 1.090ANI 615. 60843 MWion Cora-V Sw Diego ONI S 511 5)' 5Do S "i NLW $ 0_11 1 0,01 S (IM 1 61g S 3J19O.Ib 655%. ON 44 Iihmmcr4- AJdotl SUy ISN. AldlIvvml ChNS, S 1SI LU!(Y DO $ 3]000 S Dow S 126 S 526,01) IJ5% NJ641 $e nno high FIFE CUD¢a-ntldul w.4n I, l&h mil C S 16.65 (A- 50 S g1251I S 0IN S 1].54 S C7NO 335% 60NA6 Summp PAFiIN 'uxktlw Any ikm AdNtxNOl Ching, $ 2.20 IF 150 5 11(I,00 5 11.12 f S 002 S IN S 15051 614% NIV 47 6-Crue1e FUIWN 5 77,55 EA 5 S 19]_95 S 4.12 F 009 S O96 5 1261 S 411.IR 6551. ND 48 1'lo-IN ryIIIII S 91,116 FA I 5 465.10 S 4_IN $ 0111 S 1.01 5 11)15 5 49594 6.54% MR,II FbwuMel'01 1 M1I.110 1'Y 3 5 1315W S 1.25 $ R4, 25 5 I.w25 511;0 WS`iD NOFM,N,,xltl ClTITC W411-I. S IS.W 111 500 5 "ON) NO $ 064 S DOI 5 0,11 5 I219 S 6JWPo 65P. 60N.51 NomrehJal Cwcrcle Funet-N' Y Iilp IF 225 2925.00 5 069 % 0.01 S U.14 f Il.N4 3 1.114.5/ fi4N•/. 601,52 Cl ,.SFFNIN SVlhng S S,NO IF I50 S 420oo 1 001 S _'.S1 4 43450 I11]% 611N,S1 lI,.N,.D w Swfi., 5 4.1' I.F 250 5 1111250 S P.OS f 4.Y1 E I.OSILIYJ 131N. NIS14 loim S.M. t 215 11 100 S 21500 5 2J5 5 2l}110 OpP/. 6ONS5 (W., 11 C. 1 9950 CY' 20 F I.,FODO S St0 I W4.811 S 2,0M,V2 513% R25Af bh•Mlbwnn Im+�xaDUINa SSW S IF*N) IO,N, Swn 3 S '(.WO.WI W I 9.O15.W L_I% 71OOl W)FARKING'Sign Wilh SUM S. ISF Pv Duy Px F.Duh 175 S 5(250 110.02 Valkul P.1 WOhwI LON, 5 007 Part IN, Pa Fuh 50 5 4i.50 D.00% 6JOA1 Chw JuS, Ovlck S 091 Pv Duy Pa F.h 50 S 11.9) 0.OW. RM,NF Type I &m`cxh IN. I"N S U 9] Pa Dry Pa f-k 1511 5 S71.50 0 wY INIO5 lyp' II D,urv.'xb WiIMOI LigN 1 O]l Pa D. Pa L-h 10 5 1541) OPEN 6I0.IM Ty11e OFAi r.'l Wi0xml l.igM1l S 105 Ell Doy Pa Emh SII 5 61.00 O.OW. RJII.O'I Sm:ASgn W d, SW'M 5 11 Pa Day Lch 3b S 126.25 0-OF 6,10.01: Six U Sign Wuh Slaty 1 1611 Pv Dry Pa F.a'h 2D S 1200 0WK R1U,09 Six AClvhahy EYn-Caw o(Mmmf Txnp S ]%W F-, S 1,w 1W-4 VOAO Sirv:RSD-W],SN' ('MI Mwu6INIFS S 18.011 FyA 1 S 156DO 0. 610.11 Cmc WIN Reilm iw SNIP 1 0.63 Pn Dry Pa FxA III S 21250 0.00% 63I1.12 Su4ry Punt F 510 Pa Duy Pa Roll N 5 1020, O.W,. 630.11 I.igM S IISI Per Day Pa L4M1 20 S 10ID oWNl RI0.14 ,Wr-mcW'xwgYWxq-rx Slalaa-.ing Nnw Pawl 5 ll lNl Pa Urw Pa LL.ry 5 5 i55(q O,qY/ 41D.15 V'vrWM Muv'age [HwN b 12N-W PU Unh Pa lTy III 1 I_"RS.W DUO%, 6IO.Ifi ie1DY'COnU.l Supaviaer f 111p1N1 Pn Duy 25 5 )SOJ.gI S O.11 S 3.12 101,65 $MY S ]S91.I1 122% 61111] Tank C.gn,l tioµ+virert F 11.110 Pa llulm IDO I 1. woo S DOl I OFF 1137 5 l.11].00 I.II•%, RIILIR FLgging 5 19.00 Pa dour IN S 2,g50 DO 5 1102 S 031 IHD S 18F4% 121% FORCE ACCOUNT LABOR RAFg:S `Nxrtr4Y wgl I, a WA wvkap IN. Sm or.Rw bvolw Sor erne FSIEI xoe 6eFw, vptl IN 8%oxhup Iw bvWa grub IS- SSpI `S.1-1, 9.9Npool)ppmna-im. IN 1Ued Ior F-Am-,-A PAI I�6rcur 5 11.59 Ilwr IS 5 121.85 S 0'11 S 2212 S 134.86 1.40.11 I.1E Femnuln $ 15.99 Ilum IS 5-5.19.]0 S II) 1 l710 S 55505 340% I:ll IuuUxv S 29 I hour IS I S 441.15 S I.Pt S NI2 S 462l5 1CM: F\4 Donn \ulla 1 ]N'] IlolD 15 1 424.01 F 0.96 F 1921 S 4,1g.47 1,40% TOT N.COST 1 141E89195 1 156,M4-'N 4,61% 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Contractor shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. Contractor shall comply with any reasonable request by the Colorado Department of Labor and Employment (the "Department") made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. G. If Contractor violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Contractor shall be liable for actual and consequential damages to the City arising out of Contractor's violation of Subsection 8-17.5-102, C.R.S. H. The City will notify the Office of the Secretary of State if Contractor violates this provision of this Agreement and the City terminates the Agreement for such breach. The term will be extended for one (1) additional year, May 1, 2007 through April 30, 2008. If the renewal is acceptable to your firm, please sign this letter in the space provided and return it to the City of Fort Collins, Purchasing Division, P. O. Box 580, Fort Collins, CO 85022, within the next fifteen days. If this extension is not agreeable with your firm, we ask that you send us a written notice stating that you do not wish to renew the contract and state the reason for non -renewal. Please contact John D. Stephen CPPO, CPPB, Senior Buyer, at (970) 221-6777 if you have questions. Sincerely, ' m B. O'Neill II, CPPO, FNIGP i ctor o urchasing and Risk Management fJ'7� Signat e �/ Date (Please indicate your desire to renew 5911 by signing this letter and returning it to Purchasing Division within the next fifteen days.) ENCL: 2007 Bid Schedule JBO:cj CITY OF FORT COLLINS BID SCHEDULE MISCELLANEOUS CONCRETE PROJECT BID NO.5911 - 2007 RENEWAL 17Jity! DISC, `l'tiPTiC'YN 200 j`f3N1i PWI UNIT ESi(9T �BD UAN=1' `I"Y 'T45TAi. O '!' 202.01 Sawcut Concrete/Asphalt < 4" $ 2.19 LF 25 $ 54.75 202.02 Sawcut Concrete/Asphalt 4":5 6" $ 2.72 LF 25 S 68.00 202.03 Sawcut Conerete/Aspholt 6" S 8" $ 3.40 LF 25 $ 85.00 202.04 Sawcut Concrete/Aspbalt 8" <_ 10" $ 4.71 LF 25 $ 117.75 202.05 ISawcut - Additional l"Depth $ 0.79 LF 25 $ 19.75 202.06 Remove Concrete Sidewalk $ 2.36 SF 1500 $ 3,540.00 202.07 Remove Concrete Curb and Gutter $ 3.56 LF 250 $ 890.00 202.08 Remove Monolithic Curb, Gutter & Sidewalk $ 2.41 SF 250 $ 602.50 202.09 Remove Concrete Driveway/Apron/Cmsspan $ 2.56 SF 750 $ 1,920.00 202.10 Remove Concrete Pavement - 10" $ 3.97 SF 500 $ 1,985.00 202.11 Remove Concrete Pavement - Additional 1" Depth $ 0.41 SF 50 $ 20.50 202.12 Remove Asphalt - 6" $ 2.19 SF 250 $ 547.50 202.13 Remove Asphalt -Additional l"Depth $ 0.41 SF 50 $ 20.50 202.14 Remove Inlet $ 549.45 EA 5 $ 2,747.25 202AS Remove and Haul Driveway Fillets S 52,33 EA 5 S 261.65 202.16 Remove Flagstone $ 2.98 SF 100 $ 298.00 203.01 Excavation - General Less Than 50 CY $ 62.76 CY 150 $ 9,414.00 203.02 Excavation- General Over 50 CY $ 56,68 CY 150 S 8,502.00 203.03 Excavation - Walls Only $ 11.51 CY 100 $ 1,151.00 203.04 Excavation -New Inlet $ 404.87 EA 5 $ 2,024.35 203.05 Borrow- Less than 100 Ton $ 31.37 TON 75 S 2,352.75 203.06 Borrow - Over 100 Ton $ 27.08 TON 75 $ 2,031.00 M0.01 Reset Brick Pavers S 7.91 1 SF 185 $ 1,444.95 210.02 lAdjustMarthole $ 126.52 1 EA 10 $ 1,265.20 210.03 lAdjustValveBox $ 116.40 1 EA 10 1 $ 1,164.00 304.01 Aggregate Base Course $ 26.47 TON 150 $ 3,970,50 403.01 Temporary Asphalt Patching $ 90.09 1 TON 1 100 $ 9,009.00 602.01 lReinforcingSteel $ 0.47 1 LB 1 500 $ 235.00 602.02 lReinforcing Steel -Epoxy Coated $ 0.97 1 LB 1 500 $ 485.00 604.01 Reconstruct Inlet Deck - Catch Basin (R&R) $ 1,126.11 EA 5 $ 5,630.55 604.02 Reconstruct Inlet Deck - Additional Foot Opening (R&R) $ 185.81 LF 10 $ 1,858.10 604.03 Reconstruct Curb Inlet Deck - 4' Opening (R&R) $ 1,858.08 EA 5 $ 9,290.40 604.04 Reconstruct Curb Inlet Deck - Additional Foot Opening (R&R) $ N5.81 LF 10 $ 1,859.10 604.05 Area Inlet S 1,126.11 EA 5 $ 5,630.55 604.06 Type R Inlet - 5' Opening - - - $ 1,914.38 EA 5 $ 9,571.90 604.07 Type R Inlet - Additional Foot Opening $ 235.69 LF 5 $ 1,178.45 604.08 Combination Type 13 Curb Inlet - Frame, Grate & Adjustable Curb Bormet (East Jordan Ironworks 7030 or Equivalent) $ 1,632.86 EA 5 $ 8,164.30 604,09 Concrete Sidewalk Culvert $ 378.23 EA 5 $ 1,891.15 604.10 Metal Sidewalk. Culvert - T Opening, 5/8" plate $ 1,267,41 EA !0 $ 12,674.10 604.11 Additional Square Foot 5/8" Plate $ 111.53 SF 10 $ 1,115.30 608.01 Driveover Curb, Gutter & 4" Sidewalk $ 20.61 LF 1,000 S 20,610.00 608.02 Driveover Curb, Gutter & 6" Sidewalk I S 22.91 LF 1,000 $ 22,910.00 608.03 Driveover Curb and Gutter -No Sidewalk $ 17.58 1 LF 125 Is 2,197.50 Page 1 of 3 CITY OF FORT COLLINS BID SCHEDULE MISCELLANEOUS CONCRETE PROJECT BID NO.5911 - 2007 RENEWAL ITEM NO DE$CRI1rIION IIII1 itNIr PRCCE UNIT Rc�nmEn TOTAL COST 608.04 Driveover Curb, Gutter and 6" Drive Approach $ 24.51 LF 200 $ 4,902.00 608.05 Vertical Curb,'Gutter and 4" Sidewalk $ 22.70 LF 300 $ 6,810.00 608.06 Vertical Curb, Gutter and 6" Sidewalk $ 25.15 LF 100 $ 2,515.00 608.07 Vertical Curb and Gutter- No Sidewalk $ 18.64 LF 500 $ 9,320.00 608.08 Vertical Curb, Gutter and Drive Approach $ 25.84 LF 150 1 $ 3,876.00 608.09 Vertical Curb, Gutter and 6" Drive Approach - No Sidewalk $ 19.44 LF 75 Is 1,458.00 608.10 Out Fall Curb & Gutter $ 17.68 LF 100 $ 1,768.00 608.11 Hollywood Curb, Gutter and 4" Sidewalk $ 17.05 LF 250 $ 4,262.50 608.12 Hollywood Curb, Gutter and 6" Sidewalk $ 18.12 LF 250 $ 4,530.00 608.13 Hollywood Curb and Gutter- No Sidewalk $ 14.65 LF 75 $ 1,098.75 608.14 Hollywood Curb, Gutter and Drive Approach $ 18.64 LF 150 $ 2,796.00 608.15 Highback Curb and Gutter - No Sidewalk $ 26.64 LF 500 $ 13,320.00 608.16 Highback Curb, Gutter and Drive Approach $ 28.98 LF 150 Is 4,347.00 608.17 Barrier Curb - 6" x 18" $ 21.31 LF 150 $ 3,196.50 608.18 Barrier Curb - Key Way Style $ 24.83 IF 150 $ 3,724.50 608.19 Barrier Curb - Epoxy $ 19.71 LF ISO $ 2,956.50 608.20 Mountable Curb - 12" x 18" $ 22.37 LF 150 $ 3,355.50 608.21 Mountable Curb - Key Way Style $ 26.00 LF 150 $ 3,900.00 608.22 Mountable Curb - Epoxy $ 23.65 IF I50 $ 3,547.50 608.23 Pedestrian Access Ramp, Driveover Curb $ 33.57 IF 150 $ 5,035.50 60K24 Pedestrian Access Ramp, Vertical Curb $ 32.50 LF 100 $ 3,250.00 60&25 Pedestrian Access Ramp, Hollywood Curb $ 26.42 LF ISO $ 3,963.00 608.26 Pedestrian Access Ramp, Highback Curb $ 6.50 SF 375 $ 2,437.50 608.27 Truncated Dome Panel $ 42.70 SF 100 S 4,270.00 608.28 Apron -8" $ 5.86 SF 500 $ 2,930.00 608.29 Crosspan-8" $ 5.01 SF 750 $ 3,757.50 608.30 Valley Pan - 6" Depth $ 6.66 SF 350 $ 2,331.00 608.31 Flatwork-4" $ 2.87 SF 4,000 $ 11,480.00 608.32 Flatwork-6" $ 3.46 SF 1,500 $ 5,190.00 608,33 Replace Flatwork - I" Additional Depth $ 0.57 SF 250 $ 142.50 608.34 Concrete Pavement 8" (Joints Scaled) $ 4.99 SF 1,500 $ 7,485.00 608.35 Alley Approach - 8" $ 5.34 LF l00 $ 534.00 608.36 Enhanced Crosswalk - 10" Tile Red $ 10.65 SF 150 $ 1,597.50 608.37 Enhanced Crosswalk - 10" San Diego Buff $ 10.06 SF ISO $ 1,509.00 608.38 Enhanced Crosswalk - 10" Brick Red, Stamped $ 12.67 SF 150 Is 1,900.50 608.39 Colored Trail with Fibermesh - 5" Yosemite Brown $ 4.25 SF 500 $ 2,125.00 608.40 Mow Strip - 4" x 12" $ 10.01 IF 500 $ 5,005.00 608.41 Splashblock - 4" Exposed Aggregate $ 5.86 SF 500 $ 2,930.00 608.42 Splashblock - 4" San Diego Buff $ 6.18 SF 500 $ 3,090,00 608.43 Median Cover - 4" San Diego Buff $ 6.18 SF 500 $ 3,090.00 608.44 Fibermesh - Added to Any Item, Additional Charge $ 5.26 LB/CY 100 $ 526.00 608.45 24 Hour High Early Concrete - Added to Any Item, Additional Charge $ 17.54 CY 50 $ 877.00 609.46 Stamp Pattern - Added to Any Item, Additional Charge $ 2.34 SF 150 $ 351.00 609.47 6" Concrete Bollard $ 92.63 EA 5 $ 413.15 608.48 8" Concrete Bollard $ 99.15 EA 5 $ 495.75 609.49 Flowable Fill $ 64.25 CY 25 $ 1,606.25 609.50 Non -reinforced Concrete Wall - 8" $ 12.79 SFF 500 $ 6,390.00 608.51 Non -reinforced Concrete Foot" - 8" $ 13.94 SF 225 $ 3, 114.00 608.52 Concrete Staming6ealing $ 2.83 SF ISO $ 424.50 608.53 Expansion and Sealing $ 4.20 LF 2SO $ 1,050.00 608.54 Joint Sealant $ 2.35 LF 100 $ 235.00 Page 2 of 3 BIDSCHEDULE CITY OF FORT COLLINS MISCELLANEOUS CONCRETE PROJECT BID NO. 5911 - 2007 RENEWAL iT%M DESCRIPTION 2i1o9t3N it .. Esmmr r�TE» ,. TOTALCO$T 1VQ PRICEUNIT UAN"PITY 608.55 jCIassDConcrcte $ 104.80 CY 20 $ 2,096.00 626.01 Mobilization- Invoices Under $500 1 $ 283.40 j Lump Sum 1 25 1 $ 7,085.00 630.01 "NO PARKING" Sign With Stand $ 1.50 Per Day Per Each 375 $ 562.50 630.02 Vertical Panel Without Light $ 0.87 Per Day Per Each 50 $ 43.50 630.03 Channelizing Barrels $ 0.77 Per Day Per Each 50 $ 39.50 630.04 Type I Barricade Without Light $ 0.77 Per Day Per Each 750 $ 577.50 630.05. Type II Barricade Without Light $ 0.77 Per Day Per Each 20 $ 15,40 630.06 Type III Barricade Without Light $ 3.05 Per Day Per Each 20 $ 61.00 630.07 Size A Sign With Stand $ 1.45 Per Day Per Each 225 $ 326.25 630.08 Size B Sign With Stand $ 1.60 Per Day Per Each 20 $ 32.00 630.09 Size A Specialty Sign - Cost of Manufacturing $ 78.00 Each 2 $ 156.00 630.10 Size B Specialty Sign - Cost of Manufacturing $ 78.00 Each 2 $ 156.00 630.11 Cone With Reflective Strip $ 0.62 Per Day Per Each 375 $ 232.50 630.12 Safety Fence $ 5.10 Per Day Per Roll 20 $ 102.00 630.13 Light $ 0.51 Per Day Per Each 20 $ 10,20 630.14 Advance Warning Flashing - or Sequencing Arrow Panel $ 71.00 Per Unit Per Day 5 $ 355.00 630.15 Variable Message Board $ 129.50 Per Unit Per Day 10 $ 1,285.00 630.16 Traffic Control Supervisor $ 303.65 Per Day 25 $ 7,591.25 630.17 Traffic Control Supervisor $ 31.37 Per Hour 100 $ 3,137.00 630.18 Flagging $ 19.23 Per Hour 150 $ 2,884.50 FORCE ACCOUNT LADOR RATES *Materials will carry a 10*/ markup from the original invoice for casts $500 apil below, and an *Attach hourly Equipment/Operator rates to be wed for Force Accauarvork 8% markup for involves greater than $500 FAI Laborer $ 22.32 Hour 15 $ 334.80 FA2 Foremen $ 37.20 Hour 15 $ 558.00 FA3 Finisher $ 30.82 Hour is $ 462.30 FA4 Form Setter $ 29.23 Hour 15 $ 438.45 TOTAL COST Three Hundred SixtyT ousand, Five Hundred Sixty Seven Signed �� T Company Express Concrete Inc. Check One: Individual Doing Business in Company Name X Corporation Partnership Dollars and Twenty Five Cents. Address Phone/Fax PO Box 273209 Fort Collins, CO 80527-3209 970.225,1287 970.229.0846 Page 3 of 3 REMIT TO: Irw6w Inquties . 303657-4155 kNORTH CLAFARGE WEST INC. Ship From: NO ROM INDIRECTS r�� CONSTRUCTIONMATERIALSNORTHERN READYMIXDMSKIN AMERICA 22252 NErWoRK PLACE CHICAGO, IL 60673.1222 BILL TO f i3l��if lli i�flf311�)i l�llii lit�l�7 �iii111�i1�i 111�l�i7 Mil l.Fi-ilSR-12iS06-fl45? / DOOV1G f :374791174SW EXPRESS CONCRETE INC 162 PO BOX 273209 21s FORT COLLINS, CO 80527-3209 INVOICE SHIP TO: COLLEGE AND JEFFERSON FTC EC/LL/GR ECILLIGR, CO 8000 W MCE DATE CUSTOMER # CUSTOMER PO # PROJECTfIDESCRIPTION INVOICES PAGE 2006112I3 6277 METRO 074701174330 111 TICKETDATE TICKET# QTY OOM ITEM# REM DESCRIPTION UNITNET EXTLVE TAX SWFLocu r PT�CE PRK CODE tawny Good news for those with Internet access! We now offer online access to pgoour invoices and statements, go to www.lafarW-na.com or call 1-866-368-9636 for information. 20LM'i1213 004176069 6.250 CY DI IU04222 . 48 fiver mix. 86.50o 540.63 36 0751 2ODS1213 D04176069 6.250 CY D11256 FUEL SURCHARGE 0.500 3.13 0751 20061213 004176069 6.250 EACH D11257 CHRG:ENVIRONMENTAL FEE 1.500 9.38 36 0751 20061213 004176069 6.250 EACH D11171 WINTER CHARGE 3.000 18.75 36 07S1 Invoice Totals SUMMARY 6.250 011UG4222 48 hour mix 540.63 SUMMARY 6.250 D112% FUEL SURCHARGE 3.13 SUMMARY 6.250 D11257 CHRG:ENVIRONMENTAL FEE 9.38 SUMMARY 6250 D11171 WINTER CHARGE 18.75 SUBTOTAL 571.89 STATE 2.900% 16A9 COUNTY 0.800% 4.56 TOTAL IN USO 592.94 TERMS NET 30 DAYS 2o06 lwls MA6316 L 4, kii a IJan 01- June 01 180.7 3.2 5.4 Jn101- Dec 01 181.8I 0.6 3.8 Ian 02 - June 02 184.6 1.5 2.2 July 02 - Dec. 02 185.1 0.3 1.8 San 03 - June 03 r 187.8 F 1.5 I 1.7 Jul 03 - Dec 03 185.7 1 -1.1� 0.3 Ian 04 - June 04 �, 186.5 IF 0.4 -0.7 Jul 04 - Dec 04 187.4 IF 0.5 � 0.9 San 05 - June OS 189.2 IF 1.0 F 1.4 Jul 05 - Dec 05 192.6 1.8� 2.8 Jan 06 - June 06 � 196.3 1.9 3.8 - Jul 06 -Dec 05 -_� 199.1 �i.4 IF 3 4< Last update 2-21-20071 http://NN.�w,w.cow-orkforee.com/Imi/'alilcpidN,r.htm 4i2412007 Energy Information Administration Home - PVroleufn -- Gasoline and Diesel Fuel Update Gasoline Diesel U.S. Gasoline and Diesel Fuel Prices, 04/23/07 U.S. Pequlm Gasofil a Priioes U.S. On -Highway Diesel Fuel Prices 3*0 250 2U0 fINl Mag Aug Nov Feb Meg -a--- 2W5-06 -.e,._ 2009-W Gasoline scents Per Galion) 04/23/07 Change from Price Weeeok Year Ago Ag U.S. 286.9 -0.7 . -4.5 East Coast 283.5 -0.4 -10.7 New England 282.5 $ 0.7 -9.8 Central 284.9 $ 0.5 -12.2 Atlantic Lower Atlantic 282.7 .w -1.4 , -9.9 Midwest 277.5 -3.2 - -9.5 Gulf Coast 275.5It- 14-3-2- -32.6 Rocky Mountain 284.4 13.4West Coast 321.8 t 20.9California 331.6 2- 24.8 Regwnal Regular Gasonne Prices 376 Cents_ Per Glo" _„ _..... F-P!... 325 275 - 225 175 .. _. 125 May.05 Nau-05 Ma9-06 Nav-06 Meg-07 -�---East Coast Midwest _. QUO Coa.:t ---- Rockg AAoontaGn -- vest Coast Retail Gasoline Prices Can -Highway Diesel Prices A Primer on Gasoline Prices 350 Ce per Ga , _... ...... EJA , 300 260too im1 2W 150 100 May Aug Nov Feb Mas ' 2005-06 -+-_. 2W"7 Diesel Fuel (Cents per Galion) 04/23107 change from Price Week Year Ago Ago 4S. 285..1 -2.6 -2.5 ast Coast 283.7 -2.5 $. -5.1 New England 286.4 -0.7 -9.7 Central 287.7 -0.8 -10.1 tlantic Lower Atlantic 281.7 -3.5 -g� -2.6 lidwest 283.1 -3.3 .&5- -1.6 gUlf Coast 281-5 -3.4 - -0.2 .ocicy Mountain 2:97.8 -0.3 1 , 7.5 lest Coast 295.3 -& -0.3 1 + -7.3 California 300.4 -1.1 � -9.9 Regional Diesel Fuel prices 376 Cetus per r3atbn EIA_ 325 - 275 An - n5! 225 175 t25 May-05 NOW-05 Mag-o6 Nc -06 Meg-07 -+-- East Coast I-- M-rclwest .....�- -. Suit Coast ---- Rocky Niounta ----- vest C &n This Week in Petroleum Snort -`east Energy outlook Real Petroleum Prices Does 21A calculate diesel fuel Glossary Release schedule Sign Up for Email UPd History Y`&.at We Pay For tr A. GaJcn Of F (March 2007) Retae Price. S2.55tg f Taxes i 1 v OistnbutnOOrl & Marketing M Reli mng C2- Crude sxplanatic Gasoline Puff :."hat L4e Pay For 3n AGallot (Mare. 2007) Retail, Price $2.67:9 Taxes a; Ddsir4bt ilea 8 "Aafketln'g MIS S Refining IC2 v Cade .mil S' Fxplanatic Diesel Fuel Purr Ethanol, Gasoline, and Dili Sulfur Diesel Supply tssu Eliminating MTBE to Gas 2006 Can U.S. Supply Accomn http://tonto,eia.doe.,ov;ooglingbl&�du/gasdiesel.asp 4/24/2007 Mag Aug Nov Feb Meg -a--- 2W5-06 -.e,._ 2009-W Gasoline scents Per Galion) 04/23/07 Change from Price Weeeok Year Ago Ag U.S. 286.9 -0.7 . -4.5 East Coast 283.5 -0.4 -10.7 New England 282.5 $ 0.7 -9.8 Central 284.9 $ 0.5 -12.2 Atlantic Lower Atlantic 282.7 .w -1.4 , -9.9 Midwest 277.5 -3.2 - -9.5 Gulf Coast 275.5It- 14-3-2- -32.6 Rocky Mountain 284.4 13.4West Coast 321.8 t 20.9California 331.6 2- 24.8 Regwnal Regular Gasonne Prices 376 Cents_ Per Glo" _„ _..... F-P!... 325 275 - 225 175 .. _. 125 May.05 Nau-05 Ma9-06 Nav-06 Meg-07 -�---East Coast Midwest _. QUO Coa.:t ---- Rockg AAoontaGn -- vest Coast Retail Gasoline Prices Can -Highway Diesel Prices A Primer on Gasoline Prices 350 Ce per Ga , _... ...... EJA , 300 260too im1 2W 150 100 May Aug Nov Feb Mas ' 2005-06 -+-_. 2W"7 Diesel Fuel (Cents per Galion) 04/23107 change from Price Week Year Ago Ago 4S. 285..1 -2.6 -2.5 ast Coast 283.7 -2.5 $. -5.1 New England 286.4 -0.7 -9.7 Central 287.7 -0.8 -10.1 tlantic Lower Atlantic 281.7 -3.5 -g� -2.6 lidwest 283.1 -3.3 .&5- -1.6 gUlf Coast 281-5 -3.4 - -0.2 .ocicy Mountain 2:97.8 -0.3 1 , 7.5 lest Coast 295.3 -& -0.3 1 + -7.3 California 300.4 -1.1 � -9.9 Regional Diesel Fuel prices 376 Cetus per r3atbn EIA_ 325 - 275 An - n5! 225 175 t25 May-05 NOW-05 Mag-o6 Nc -06 Meg-07 -+-- East Coast I-- M-rclwest .....�- -. Suit Coast ---- Rocky Niounta ----- vest C &n This Week in Petroleum Snort -`east Energy outlook Real Petroleum Prices Does 21A calculate diesel fuel Glossary Release schedule Sign Up for Email UPd History Y`&.at We Pay For tr A. GaJcn Of F (March 2007) Retae Price. S2.55tg f Taxes i 1 v OistnbutnOOrl & Marketing M Reli mng C2- Crude sxplanatic Gasoline Puff :."hat L4e Pay For 3n AGallot (Mare. 2007) Retail, Price $2.67:9 Taxes a; Ddsir4bt ilea 8 "Aafketln'g MIS S Refining IC2 v Cade .mil S' Fxplanatic Diesel Fuel Purr Ethanol, Gasoline, and Dili Sulfur Diesel Supply tssu Eliminating MTBE to Gas 2006 Can U.S. Supply Accomn http://tonto,eia.doe.,ov;ooglingbl&�du/gasdiesel.asp 4/24/2007 1707 Cole Boulevard, Suite 100 Golden, Colorado 80401 'i'elephon<: (303) 985-1070 Facsimile: (303) 716-6318 To Order: 1 (888) 232-9161 To: Address: attention: Quotation Express Concrete Spike Hoffman Date-, March 15, 2007 Phone - Facsimile: 970-229-0846 Mobile Phone: 970-227-3940 We arc pleased to quote the following product. required For work on the project hereinafter identified as: No Addenda Received &fix PSI @ 28 Days w/e Stamp Air Description Usage Prim per Cubic Yard Request W l 48 hrs. 0.38 4 5-7 straigotCement Exterior $1026Ek. Request 4000 0,45 4 5-7 With FlyaSh Exterior $91.50 Request 4000 0.45 4 5-7 Straight Cement Exterior $94.30 Request 3500 0,45 4 6-7 With Flyash C&G Machin $90.80 Request 3500 0.48 4 6-7 With Ffyash class 13-strut, $87.55 Request 1 8426130 0.42 4 5-7 With Ryash Class P. Paving $95.30 R UeSt 1 6550800 0.37 4 1 5-7 S . ht Cement 24 hour/ 3000 $108.50 Fiber Reinforcement Per 1.51bs Per Cubic Yard ADDITIONAL CHARGE $7.00 Non -Chloride Accelerator Per % Per Cubic Yard ADDITIONAL CHARGE $7.00 Extra Sack of Cement Per Cubic Yard ADDITIONAL CHARGE $8,00 Hydration Stabilizer Per 30 Minute Increment Per Cubic Yard ADDITIONAL CHARGE $3,00 L.M. Scofield Liquid Colors Per # Per Sack of Cementitious (Greens, Blues & Exotic Colors: Cali for Price) ADDITIONAL CHARGE $3.50 This NS = Not Specified All deliveries are contingent on the availability of raw materials and drivers service hours [finless otherwise noted- All above mixes bid with ASTM C-150 Type I/lit Cement. All Color orders will have a minimum 2 cubic yard Mad size on March 30, 2007 if a valid purchase order to has not been received. i Price increase $5.00t cubic yard effective January i 2008 thru to June 30 2008 Normal Delivery Hours: Monday - Saturday 7:00 a.m - 5:00 p.m. A Wnter time surcharge of+$3.00 per cubic yard will be charged front November t through March 15 of every year. It is recommended to use a minimum of 30 minutes of hydration Stabilizer from May 1 - September 1. Minimum bad charge of $60.00 per load on loads less than 5 cubic yards. Unloading time of 6 minutestyd.-max. 60 minutes/full load - thereafter additional $2.00 per minute. • Saturday Delivery Charge - Add $5.00 per cubic yard to the above unit price. • If Project is Tax Exempt Tax Exempt Certificate must be received prior to commencement of project • Above unit prices are based on approximate total project yardage of: 4,750 cubic yards.. Above prices do not include sales tax. Payment due on the tenth of the month following purchase, Finance charges of 1.5% will be charged on all accounts unpaid for more than 30 days. Any Credit Extended for this project is subject to approval by Aggregate Industries WCR Credit Department. Prices are based on the received speciricagons. Additional testing and/or undisclosed material requirements is the purchasers responsibility. AtMe time any delivery is received at Me above referenced project customer acknowledges this quotation as binding All terms and conditions of Kris quotation are a valid contract unless superseded by a Purchase Agreement signed by bogy parties. Sincerely, Dennis Mouser Senior Safes Representative Office, (970) 482-9971 -ell Phone: (970) 214-47W Fac&mile' (970) 482-9979 E-Ma6, dennr&n)ouser@agghegate.con, 3/1812007Express3:08 PM