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HomeMy WebLinkAbout2007-002 CONT Chg Order - LTM Inc 2004 Miscellaneous Concrete Proiect Summary Pay Request # Bid Sclretlule Payment Request Retainage Held Payment I Schedule B $54,152.00 $2,707 .60 $51,444,40 2 Schedule ;\ $6,3 10,41 $315.52 $5,9lJ4.XlJ 3 Schedule ;\ $7,436.15 $371.X I $7,06434 4 Schedule B $67,759.00 $3,3X7.95 $64,3 71.05 5 Schedule C $27,694.75 $1 ,3X4. 74 $26,310.0 I 6 Schedule C $126,511.10 $6,325.56 $120,185.55 7 Schedule (' $107,620,40 $5,3X 1.02 $102,2393X X Change Order Payment #01 $16,990.70 $X49.54 $16,\4117 9 (Not Paid as of 12/1 /06) Price Adjustments $7,398.00 $369.90 $7,028 10 Total $421,872.51 $21,093.63 $377.609.62 Street Project Totals Total Payment Requests Total Retainage Held Total PaJ'ments Made Schedule ;\ $13,746.56 $6X7.33 $13,059.23 Schedule 8 $121,911.00 $6,095.55 $115,XI5,45 Schedule C $261,826.25 $13,091.31 $248,734.94 Total $397.483.81 $19,874.19 $377,609.62 Change Order # Change Order Amount Change Order I>escriotion I I $16,990.71 Extra Worked Perfonned on all Schedules I 2 $19,544.50 Overages of Bid Items I Change Order Total $36,535.21 IOriginal Contract Amount IChange Order Total $385,337.30 $36,535.21 I Total Payments to Date $393,750.78 IRetainage to f:!e Paid $21,093.63 IOriginal Co~~rl'lct Amount I $~85,337.30 I IBid: U"m Total w/lll!l:UJsed Bid nllm.t $378.469.$6 I JIl~ff'Nlliilfi-,.'i!i~' i': :r":I!:!lil:Q;S6'.7" t ~iifall':PMll'iJiiA~~~ .:i!i,::: .... 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'3 ~ 2:- <Il = E '" E 'i " IJJ 'Q c I- OJ E ~ >- <Il ~ ~ 3 OJ ., ~ I- <Il '" ~ 'i 13 .C OJ <II .e- ... CL ~ $ '3 ~ e> 0 I- u ... "' " = 0 <II 11 e .s .!)1 ,~ 1i "' ... :< .. ..- <> 'Q <> .... ~ ..- s 0 .0 '" os 0 ""' U) t- o U w Z (3 ..c ;l 0:: 90 = I Bid Item Per Pavment Summarv i'!BlIHlilml D~I;_tido. Quantity Unit Unit Price Total Price Quantity Paid Ouantitv Paid Ouantity Paid Ouantitv Paid Total Cost Oyerage/U nderage Bid Schedule A - Miscellaneous Projects Bill #2 Bill #3 Bill #9 I. Mobilization I LS 51.517.52 51.517.52 0.5 0.5 I 51,517.52 $111111 2. Temporarv Traffic Control 1 LS 5555.19 5555.19 I I 5555 III $11.(111 3. Furnish and Install Erosion and Sediment Controls 1 LS 5148.05 514~05 I I $148.05 $11110 5. Remove Concrete Curb & Gutter 90 LF 5R.00 572000 90 90 57211 011 $11 (HI 8. Concrete Curb & Gutter 58 LF 521.00 51.218.00 5~ -74 34 5714.00 55114110 10. 6" Straight Curb 36 LF 58.00 5288.00 36 -8 28 5J24.00 $64.011 II. Furnish and Place 3" Weeoholes under S/W 6 LF 52000 512000 6 6 5120.00 $0 Oil 12. Sawcut and Remove P.C Concrete 549.5 SF 53.00 $1.648.50 429 20.5 449.5 5 l.348.50 5300.00 13. Sawcut and Remove A.C. Pavement 66 SF 52.25 5148.50 100 lOa 5225.00 -57il.50 14. Concrete Drivewav Aoron 429 SF 5R.85 53.796 65 429 13 442 53.911.70 -$115 05 15. Concrete Sidewalk 177 SF 5645 51,14165 177 -19 15R 51.019.10 $1" .55 16. Handicap Ramp 5 EA 5550.00 52.750.110 4 4 52.200.00 5550 (HI Total Bid Totall"ayment Total Under $14,052.06 $12,703.06 $1.349.00 I!ildlllll!~_ . O,potitv Unit Unit Price Total Price Ouantity Paid Ouantitv Paid I Ouantity Paid Ouantity Paid Total Cost Overage/U nderage Bid Schedule B - Downtown Pedestrian ImDrovements Bill #1 Bill #4 Bill #9 I. Mobilization I LS 51 ~.00000 518.000.UU I I 5Ix.OOO.oo 5000 2. Temoorarv Traffic Control I LS 55.000.0U 55.00U.OU 0.5 0.5 I 55.000.0U 5(l.Ilu 3. Furnish and Install Erosion and Sediment Controls I L5 51.000.00 51.000.0U U.5 0.5 I 51.0011.00 So.OO 4. Sawcut and Remove A. C. Pavement 2400 SF 52.50 56.0UO 011 333x 333~ 58.345 00 -57..145110 5. Saw cut and Remove Concrete Sidewalk 1770 SF $2.8U 54.95600 :H)02 3007 $~405.60 -S3,44ll 611 6. Remove Concrete Straight Curb 500 LF 512.00 56.uOO 00 259 264.2 523.2 56.778 411 5n840 7. Relocate Sign 4 EA 560 00 $240.00 2 2 4 5240 00 511110 8. Ad'ust Yalve Box 2 EA 550.00 5100.00 3 .1 6 5300.00 -52UO.OO 9. P.c. Concrete Sidewalk 3268 SF 55.50 517.974.00 3268 -I R39 1429 5U59.50 $111.114.511 10. Concrete Sidewalk wi "Buff' Color Treatment 1545 SF 57.50 $11.5~7.50 1540 1540 511.5511.110 5.17.50 II. Handicap Ramp 21 EA 5550.00 51 U50.011 9 12 21 51 U50.00 50.00 12. A.C. Patching IR TON 5300.00 55,400.00 17.1 12.9 30 59.000.110 -$3.600 (HI 13. Standard Concrete Curb 617 LF 518.00 511,1 06.00 296 333 2 631 51l.358.00 -5252.00 15. Install Storm Drain Curb Inlet. Type CG-3 7 EA 51.275 00 58.925.00 2 ? 7 6 57.65000 51.775.011 16. Install Storm Drain Curb Inlet, Tvpe G-2 2 EA $900.00 51.800.0U 5 5 $4.5UO Oil -52.700.00 19. 12" PYC Storm Drain incl. Excavation & Backfill 115 LF 555.00 56..125.00 56 56 5.1.08000 53.24500 20. 4" PYC Stonn Drain 38 LF 57.UO 5266.00 3~ 38 S266.00 5000 TQtaI!Bld Total Payment Total Under $116,229.50 $114,382.50 51,847.00 Ilillllilml ~l;l!iIj_, uantity Unit Unit Price Total Price I Quantity Paid Ouantitv Paid ! Ouantity Paid I Quantity Paid Quantity Paid Total Cost Bid Schedule C - Nevada Street ImDrovements Bill #5 Bill #6 Bill #7 Bill #9 I. Mobilization I LS 522.500.00 522.500 00 0.5 0.5 I $00.51111110 2. Temporary Traffic Control I LS 56.000.00 56.000.00 0.5 IJ.25 (1.75 I 56.01HIIIII 3. Furnish and Install Erosion and Sediment Controls I LS 51.500.00 S 1.50U 00 0.5 11.75 (J.25 I 51.5110.00 4. Excavation and Subgrade Preparation 139 CY 567.00 59J 13.00 33 216.6 36.64 786.74 S l'I.178 08 5. Adiust Manhole 5 EA 5375.00 51.875.00 I 1 537500 6. Adiust Water Meter Box 17 EA S51l.00 5S50.1l0 2 III 7 19 595111111 8. Remove Concrete Curb & Gutter 1059 LF 57.50 57.947.51l ~6..1 507.5 268.1 8619 $6.4h4.25 9. Remove Existing S.D. Catch Basin & Connect to Existing S.D. 2 EA 5450110 5900.1l1l 2 2 i 7 S.11511.IlO 10. Remove Existing Trees, Shrubs & Stumos I LS $3.500.00 53.500 Oil I I 5.1,5110 Oil II. 18" Stonn Drain. Class "E" Backfill 55 LF 575.00 S4.1?5.01l 55 55 S4.1?5111l 12. 12" Storm Drain, Class "En Backfill 154 LF 575.00 511.5511.(10 8S 44 132 S9.9(11l.0(l 13. Curb Inlets 12 EA 5IJOO.00 515.61l0 110 I 0.1 9 I 1.1.1 S 17.IIi(l (Ill 14. Special Curb Inlet wi Irrig. Diversion Gate I EA 53.000.00 53.000.UO I 1 5.1.1111111111 15. Concrete Cnrb & Gutter 86~ LF 521.00 S 18.228.00 5% '17'1 457 1,115 1, '7.S').OO 16. 48" Storm Drain Manhole 5 EA 53.2UO.OO 516.000.1l0 I 7 2 5 $16.1l(1I1.Il(l 17. Segmented Stackable Retaining Wall 70 SF 527.00 5],g9000 70 7(1 5 I.Sll(l (II) 18. Furnish and Place 2" PYC Sleeves under S/W 74 LF 5150U 53611 (Ill 23 23 S145.(I(I 19. Sawcut and ReMove P.C. Concrete 1427 SF 57.75 S3.910.51l 157.7 991 S5S.1 2006..1 ---- 55.517..13 .._ 20. Sawcut and Remove A.C. Pavement 4437 SF 52.00 58.874.00 452.1 2124.4 2650 5226.5 ~lO.451IiO' 21 1 "-0" Aggregate Base 110 CY 545.00 S4.951l.IlO I 52.4R 111l.8 26J.2X SI1.S4761l 22 Concrete Crosswalk (2' Grid) 1727 SF 512.00 520.724.1l0 760 967 -607 1120 SI1.441l.011 23 Concrete Drivewav Aoron 1 ~83 SF 57.00 513.181 (10 619 I? 44 536 2419 S 16.ll11 00 24 Concrete Sidewalk 8393 SF 55.00 541.965.0(1 4495 2~9~ 1391 8784 541(12(1.(l1l 25 Handicao Ramo 16 EA 5550.00 5S.~OIl.(lO 7 5 3 15 $8.75(111(1 26 A.C. Patching 39 T 5300.01l 511.700.00 16.21 3495 51 16 $ 15.34S Il(l 28 Relocate Sivn 5 EA 56000 $300.(l1l 2 ) 4 S24(1.II(1 29 Landscaping I LS 53.100.00 53.100.00 0.9 09 $7.79(1.IlO 30 Toosoil 10 CY 590.01l 5900.00 7.5 7.5 5675.(1(1 31 Rmove and Reconstruct Mailbox I EA 5150.00 5150 00 I I $ 151l IlII 32 3/4" Water Service. Trench Excavation & Backfill 75 LF 520 00 S1.5110.Il(l 41l .15 75 $1,511110(1 33 Irrigation Controller and Box for Landscape Area 3 EA S1.00(l.OO S3,OOO.OO 3 3 S.1.000 (HI Tlltal Bid Total Payment $248,188,00 $277.796.26 H:IPROJECTSI04-04 (2004 Miscellaneous Concrete Project)IPaymentslPayment Summary 12/812006 1 14 PM Bid Item Summary !i.N;,..... Quantity Unit Unit Price Total Price Quantity Paid Total Cost OYera~e/Undera~e Bid Schedule A - Miscellaneous Projects I. Mobilization 1 LS $1,517.52 $1,517.52 I $1,517.52 sOOO 2. Temporary Traffic Control 1 LS $555.19 $555.19 I $555.19 SO.OIl 3. Furnish and Install Erosion and Sediment Controls 1 LS $148.05 $148.05 1 $148.05 $0.00 5. Remove Concrete Curb & Gutter 90 LF $8.00 $720.00 90 $720.1l0 SO. Oil 8. Concrete Curb & Gutter 58 LF $21.00 $1,218.00 34 $714.00 $504.00 10. 6" Straight Curb 36 LF $8.00 $288.00 28 $224.IlO $64.00 11. Furnish and Place 3" Weepholes under S/W 6 LF $20.00 $120.00 6 $120.00 $O.IlO 12. Sawcut and Remove P.C Concrete 549.5 SF $3.00 $1,648.50 449.5 $1,348.50 $300.00 13. Sawcut and Remove A.e. Pavement 66 SF $2.25 $148.50 100 $225.00 -$76.50 14. Concrete Driveway Apron 429 SF $8.85 $3,796.65 442 $3,911.70 -$115.05 15. Concrete Sidewalk 177 SF $6.45 $1,141.65 158 $1,019.10 $122.55 16. Handicap Ramp 5 EA $550.00 $2,750.00 4 $2,200.00 $550.00 Total Bid TotalPllyment Total Under $14,052.06 $12,703.06 $1,349.00 ~ Quantity Unit Unit Price Total Price Quantity Paid Total Cost Overa~e/U ndera~e Bid Schedule B - Downtown Pedestrian Improvements I. Mobilization I LS $18,000.00 $18,000.00 1 $18,000.00 $1l.OO 2. Temporary Traffic Control I LS $5,000.00 $5,000.00 I $5,000.00 SO.IlO 3. Furnish and Install Erosion and Sediment Controls I LS $1,000.00 $1,000.00 I $1,000.00 $O.IlO 4. Sawcut and Remove A.C. Pavement 2400 SF $2.50 $6,000.00 3338 $8,345.00 -$2,345.01l 5. Sawcut and Remove Concrete Sidewalk 1770 SF $2.80 $4,956.00 3002 $8,405.60 -$3,449.60 6. Remove Concrete Straight Curb 500 LF $12.00 $6,000.00 523.2 $6,278.40 -$278.40 7. Relocate Sign 4 EA $60.00 $240.00 4 $240.00 $1l.OO 8. Adiust Valve Box 2 EA $50.00 $100.00 6 $300.00 -$200.00 9. P.e. Concrete Sidewalk 3268 SF $5.50 $17,974.00 1429 $7,859.50 $10,114.50 10. Concrete Sidewalk wi "Buff" Color Treatment 1545 SF $7.50 $11,587.50 1540 $11,550.00 $37.50 II. Handicap Ramp 21 EA $550.00 $11,550.00 21 $11,550.00 $0.00 12. A.e. Patching 18 TON $300.00 $5,400.00 30 $9,000.00 -$3,600.00 13. Standard Concrete Curb 617 LF $18.00 $11,106.00 631 $11,358.00 -$252.00 15. Install Stonn Drain Curb Inlet, Type CG-3 7 EA $1,275.00 $8,925.00 6 $7,650.00 $1.27500 16. Install Storm Drain Curb Inlet, Type G-2 2 EA $900.00 $1,800.00 5 $4,500.00 -$2.700.IlO 19. 12" PVC Storm Drain incl. Excavation & Backfill 115 LF $55.00 $6,325.00 56 $3,080.00 $'.245.00 20. 4" PVC Stonn Drain 38 LF $7.00 $266.00 38 $266.00 $0.00 Total Bid Total Payment I Total Under $116,229.50 $114,382.50 $1,847.00 il!U. "."..,',,!,!., Quantity Unit Unit Price Total Price Quantity Paid Total Cost Overage/U nderage Bid Schedule C - Nevada Street Improvements I. Mobilization I LS $22,500.00 $22,SOO.00 1 $22,S00.OO $0.00 2. Temporary Traffic Control I LS $6,000.00 $6,000.00 I $6,000.00 $0.00 3. Furnish and Install Erosion and Sediment Controls I LS $1,500.00 $1,500.00 I $1,500.00 $0.00 4. Excavation and Subgrade Preparation I'" r." r $u7.00 $9,313,00 21;6.24 $19,178.01; -$0,ti,,5.1li\ 1.)'1 \..1 5. Adiust Manhole 5 EA $375.00 $\ ,875.00 \ $375.00 $1,500.00 6. Adiust Water Meter Box 17 EA $50.00 $850.00 19 $950.00 -$100.00 8. Remove Concrete Curb & Gutter 1059 LF $7.50 $7,942.50 861. 9 $6,464.25 $1,4 78.25 9. Remove Existing S.D. Catch Basin & Connect to Existing S.D. 2 EA $450.00 $900.00 7 $3,1 50.00 -$2.25000 10. Remove Existing Trees, Shrubs & Stumps 1 LS $3,500.00 $3,500.00 I $3,500.00 $(J.()O 11. 18" Storm Drain, Class "E" Backfill 55 LF $75.00 $4,1 25.00 55 $4,125.00 $0.00 12. 12" Storm Drain, Class "E" Backfill 154 LF $75.00 $11,550.00 132 $9,900.00 $1,650.00 13. Curb Inlets 12 EA $]JOO.OO $15,600.00 13.1 $17,030.00 -$1,430.00 14. Special Curb Inlet w/lrrig. Diversion Gate I EA $3,000.00 $3,000.00 I $3,000.00 $0.00 15. Concrete Curb & Gutter 868 LF $21. 00 $18,228.00 1325 $27,825.00 -$9.597.00 16. 48" Stonn Drain Manhole 5 EA $3,200.00 $16,000.00 5 $16,000.00 $0.00 17. Segmented Stackable Retaining Wall 70 SF $27.00 $1,890.00 70 $1,890.00 $0.00 18. Furnish and Place 2" PVC Sleeves under S/W 24 LF $15.00 $360.00 23 $345.00 $15.00 19. Sawcut and Remove P.e. Concrete 1422 SF $2.75 $3,910.50 2006.3 $5,517.33 -$1,606.83 20. Sawcut and Remove A.c. Pavement 4437 SF $2.00 $8,874.00 5226.5 $10,453.00 -$] ,579.00 21 I "-0" Aggregate Base 110 CY $45.00 $4,950.00 263.28 $11,847.60 -$6,897.60 22 Concrete Crosswalk (2' Grid) 1727 SF $12.00 $20,724.00 1120 $13,440.00 $7.284.00 23 Concrete Driveway Apron 1883 SF $7.00 $13,181.00 2419 $16,933.00 -$.'" 752.00 24 Concrete Sidewalk 8393 SF $5.00 $41,965.00 8784 $43,920.00 -SI.955.00 25 Handicap Ramp 16 EA $550.00 $8,800.00 15 $8,250.00 $550.00 26 A.c. Patching 39 T $300.00 $11,700.00 51.16 $15,348.00 -$3,648.00 28 Relocate Sign 5 EA $60.00 $300.00 4 $240.00 $60.00 29 Landscaping I LS $3,100.00 $3,1 00.00 0.9 $2,790.00 $310.00 30 Topsoil 10 CY $90.00 $900.00 7.5 $675.00 $225.00 31 Rmove and Reconstruct Mailbox I EA $150.00 $150.00 I $150.00 $0.00 32 3/4" Water Service, Trench Excavation & Backfill 75 LF $20.00 $1,500.00 75 $1,500.00 $0.00 33 Irrigation Controller and Box for Landscape Area 3 EA $1,000.00 $3,000.00 3 $3,000.00 $0.00 TotaLBid Total Payment Total Oyer $248,188.00 $277,796.26 ($29,608.26) H:\PROJECTS\04-04 (2004 Miscellaneous Concrete Project)\Payments\Payment Summary 12/8/2006 1:14 PM r~' CITY RECORDER'S COpy Page 1 / 1 CITY OF ASHLAND 20 E MAIN ST. ASHLAND, OR 97520 (541) 488-5300 ~ ~a_ -:J 7/1/2006 r 06650 " VENDOR: 000100 L TM INC POBOX 1145 MEDFORD, OR 97501 SHIP TO: Ashland Public Works (541) 488-5587 51 WINBURN WAY ASHLAND, OR 97520 FOB Point: Tenns: Net 10th of Month Req. Del. Date: 2/16/2006 Speclallnst: Req. No.: Dept.: PUBLIC WORKS Contact: Paula Brown Confinning? No THIS IS A REVISED PURCHASE ORDER BLANKET PURCHASE ORDER 2004 Miscellaneous Concrete Proiect Approved by Council February 7, 2006 Schedule B Downtown Pedestrian Safety Schedule C Nevada Street LID Extra Work Processed ChanQe Order 08/31/2006 ChanQe Order No. 1 Per attached details on requisition Processed chanQe order 01/08/2007 ChanQe Order No.2 for Price Adjustments for Bid Item OveraQes 123,269.50 249,050.50 13,017.30 16,990.71 19,544.52 BILL TO: Account Payable 20 EAST MAIN ST 541-552-2028 ASHLAND, OR 97520 SUBTOTAL TAX FREIGHT TOTAL 421 E 260.08.12.00.70420 E 260.08.35.00.70420 E 260.08.41.00.70420 ~ J--v" 6' (.,.2 / 'f/~ 7 A orized Signature VENDOR COPY A request for a Purchase Order REQUISTION FORM THIS IS A REQUEST FOR A: [X ] Change Order (existing PO# 06650 ) CITY OF ASHLAND Date of Request: 1It1t-_ Required Date of Delivery/Service: ~n1. Vendor Name: Address: City, State, Zip Phone: Project Title: Project Number: L TM INCORPORATED PO BOX 1145 MEDFORD OR 97501 2004 MISCELLANEOUS CONCRETE PROJECT 200404.120 Services Only Solicitation Process: [ J Exemp~ I J 3 Written Quotes (copies .. attaChed) ~., ;;, I J Sole Source< % IX J InvltatJon to Bid (copies on ., " file) v' IJ less than $5000 I It Request for Proposal (copies on file) ,,\t: v, Description 2004 Miscellaneous Concrete project including Downtown Pedestrian Safety Improvements; Sidewalk School Link; Nevada Street LID and Miscellaneous Concrete Repairs. Change Order No. 1 for the 2004 Miscellaneous Concrete Project Change Order No.2 for Price Adjusbnents for Bid Item Overages Total Cost Account Number 260.08.12.00.704200 - 56% ($10,944.93) Account Number 260.08.35.00.704200 = 31% ($6,058.80) Account Number 260.08.41.00.704200 -13% ($2,540.79) Y Supervisorl Dept. Head Signature: e above request meets with Cliy of Ashland So/icitialion Process require e Employee Signature: NOTE: By signi Updated en 10113103