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Home My WebLink About20042034.tiff CHANGE ORDER NO. 1 Bridge 13/26A Date: Project: The project consists of a 208' three-span bridge with 42-inch deep precast concrete I-girders over Saint Vrain River with approximately 1300' of new roadway. The project also includes approximately 12,235 c.y. of roadway embankment, 2,145 tons of hot bituminous pavement,3,108 tons of aggregate base course,riprap and other incidental work. Owner: Weld County.Colorado Contractor: Zak Dirt,Inc., 14290 Hilltop Road,Longmont,CO 80504 The following change is hereby made to the Contract Documents: See Attached Documentation CHANGE TO CONTRACT PRICE: Original Contract Price: $ 1,013.435.65 Current Contract Price adjusted by previous Change Order: $ 1,013,435.65 The Contract Price due to this Change Order will be increased by: $ 3,221.91 The new Contract Price,including this Change Order,will be$ 1,016,657.56 CHANGE TO CONTRACT TIME: The Contract Time will be increased by 0 calendar days. The date for completion of all Work will be unchanged . RECOMMENDED: Owner Representative: �, U�1Nw Date:JUL 1 9 2004 Robe D.Masden,Chair -y Engineer: /� Date: '7`/2�f¢ APPROVALS: A Contractor: - I ✓.P. 2/4K Dtsf (A1c . Date:7/I/by Owner: / Date: liSlp.ef E'' 0050 C- ; IOU, flo7`Mcdvi& p& dS--o9-oc/ ; onW1-a2'3y RECEIVED • . MAR - 3 2004 BY: Date: February 24, 2004 Weld County Road 13 over the St. Vrain BRO CO30-023 To: Nicola Upright Local Agency Project CDOT—Region 4 3939 Riverside Pkwy., Unit A Evans, CO 80620 From: Jeff Temple, Sear Brown Project Manager(On behalf of Weld County) RE: CMO#1 —Change in Wage Decision and Removal of Concrete Debris Change in Wage Decision The Contract Bid Documents for this project were released with two separate Davis-Bacon Wage Decisions included. One decision was dated March 12, 2002 (CO020014 and CO020015), and the other decision was dated June 13, 2003 (CO030014 and CO030015). Obviously the wage decision dated June 13, 2003 superceded the March 12, 2002 decisions. However the two decisions were oriented in the bid documents such that the March 12, 2002 decision was in front of the June 13, 2003 decision. For this reason the contractor based their bid on the first decision that appeared in the documents and did not see the second decision. The only work classification utilized on this project that changed between the two wage decisions is that of"Power Equipment Operator". The Contractor supplied proof that they did indeed use the March 12, 2002 decision through the submittal of the attached bid tabulation estimates. Based on the supplied information, the contractor estimated a need for 1,695-power equipment operator hours on this project. The difference in hourly rate and fringe benefits between the two decisions is $1.00. Therefore the increase to the contract amount for the change in the wage decision is$1,695.00. Removal of Concrete Debris During the drilling of caissons for abutment#1 concrete debris was encountered. Since the debris was too large for the drill to get through, the contractor had to excavate and remove the debris before drilling could continue. Due to these unforeseen conditions the contractor is being compensated for the equipment (utilized, and on standby) along with 125 cubic yards of embankment that was used to fill the void left by the excavation of the concrete debris. The 'Blue Book" was utilized to determine the equipment rental rates shown on the attached CMO. The Davis-Bacon wage decision was used to determine labor costs, and the embankment was paid at project unit cost. The increase to the contract amount for removal of concrete debris is $1,526.91. The total cost of this CMO is therefore $1,695.00 ± $1,526.91 = $ 3,221.91. There will be zero days added for this CMO. BRO CO30-023 CMO#1 Page 2 Project funds are available for this CMO. Please see the financial statement attached to this memo. This CMO was discussed with Nicola Upright, CDOT-Project Manager, during the months of December 2003, and January 2004. Should Federal funds not be available to cover these additional costs, or the FHWA decide not to participate in these costs, the Local Agency agrees to provide the required funds, Weld County approves this Change Order No. 1 by signing below. RAJ Pc j cc 4 I i-na e1' )AdAl- Si attire Title Date Project No.: Project Code (SA#): COLORADO DEPARTMENT OF TRANSPORTATION 8R0 CO30-023 13495 CONTRACT MODIFICATION Location: WCR 13 over the St.Vrain River ORDER Date: Project Order No.: 01/28/04 #1 Contractor: Estimated cost to project: Zak Dirt 0 Increase ❑ Decrease $3,221.91 Complete Address: Total additional days allowed to complete work: Federal Oversight? 14290 Hilltop Road,Longmont,CO 80504 -0- 0 Yes ® No Modification Title: Debris Removal and Change in Wage Rate Your contract is hereby revised to include the following two changes: Change"A": An increase in the total project cost of$1,695 due to the incorrect Davis-Bacon Wage Decision be included in the contract bid documents.There were actually two wage decisions included in the bid documents,however Zak Dirt supplied proof that they used the incorrect decision when caculating their bid.The only classification that resulted in an error in the original bid was that of"Power Equipment Operator".The differance in hourly rate plus fringe benefits between the two wage decisions is$1.00 per hour.Zak Dirt estimated a total of 1,695 hours of Power Equipment Operator on the project(see attached back-up documentation).Therefore a increase of$1.00/per hour"X" 1,695 hour= $1,695 is added to your contract amount Change"B": During the drilling of caissons for abutment#1 concrete debris was encountered.Since the debris was too large for the drill to get through,the contractor had to excavate and remove the debris before drilling could continue.The following equipment, material and personnel was required to remove the debris and backfill the remaining hole: • Drill Rig 2 Hrs standby @$49.05 $98.10 Operator 2203 2 Hrs @$32.40 $64.80 Operator 2201 2 Hrs @$32.815 $65.63 Laborer 2 Hrs @$34.30 $68.60 • 345 Track Hoe 2 Hrs Shift @ $139.35 $278.70 Operator 1323 2 Hrs @$44.32 $88.64 Concrete Pump 2 Hrs standby @$21.45 $42.90 Operator 2202 2 Hrs @$34.77 $69.54 Total Equipment and Labor-------------------------------------- $776.91 Material 125cy of bid item 20300060"Embankment'@$6.00 per yard=$750.00 Total Cost of Change"B"is$776.91 "+"$750.00=$1,526.91 Total cost of Change Order# 1 (change A"+" B) =$1,695.00"+"$1,526.91 =$3,221.91 SEE ATTACHED BACK-UP INFORMATION FOR THIS CHANGE ORDER The Contractors signature below indicates acceptance of full settlement for the work described, both direct and indirect cost.Any claims for additional impact cost associated with this change will not be considered. I hereby accept this order,for work to be performed and prices on which payment is to be based. REQUIRED IN ACCORDANCE WITH INSTRUCTIONS REQUIRED FOR ALL CHANGE ORDERS IN THE CDOT CONSTRUCTION MANUAL Approved by FHWA Operations'Engineer: Authorized by Project Engineer: Date: Date: • C r r f a alive: I Date: OPTIONAL 21.1 QS Approved by Region Transportation Director: • App pvetl esident Enginee : Date-ex) Au ex) W- 3 i I (64— ❑ Participatirp) 0 Non-participating ❑ Participation as noted • • Approved Funding by Region Program Engineer: Date: Previous editions may be used until supplies are exhausted CDOT Form 90 07/02 CHANGE ORDER NO. 2 Bridge 13/26A Date: Project: The project consists of a 208' three-span bridge with 42-inch deep precast concrete I-girders over Saint Vrain River with approximately 1300' of new roadway. The project also includes approximately 12,235 c.y. of roadway embankment, 2,145 tons of hot bituminous pavement,3,108 tons of aggregate base course,riprap and other incidental work. Owner: Weld County,Colorado Contractor: Zak Dirt,Inc., 14290 Hilltop Road,Longmont,CO 80504 The following change is hereby made to the Contract Documents: See Attached Documentation CHANGE TO CONTRACT PRICE: Original Contract Price: $ 1,013,435.65 Current Contract Price adjusted by previous Change Order: $ 1,016,657.56 The Contract Price due to this Change Order will be increased by: $ 6,521.80 The new Contract Price,including this Change Order,will be$ 1,023,179.36 CHANGE TO CONTRACT TIME: The Contract Time will be increased by 0 calendar days. The date for completion of all Work will be unchanged . RECOMMENDED: Owner Representative: VC. `� Date 1 9 2004 R�obert D 3// Masden,Chair Engineer: �j//��C /041114-4-- Date: ' rO 7 A APPROVALS: / t Contractor: �, fi V-P. z n„c izc• Date: 7!1 /04 f Owner: / ,` Date: 7/5/04 Weld County Bridge 13/26A Schedule of Values/Pay Request Summary: Pay Request #8 Period Ending: 5/31/2004 Contract Summary This Period Previous Total to Date Stored Total Installed Cost Percent Item Si Description Quantity UOM Unit Price Total Amount Quantity Amount Quantity Amount Quantity Amount Materials S Stored to Date Remaining Complete 201 00000 Clearing and Grubbing 1 LS $8,000.00 $8,000.00 $0.00 1.0 $ 8,000.00 1.00 $ 8,000.00 $ 100% 202 00035 Removal of Pipe 42 LF $10.00 $420.00 $0.00 72.0 $ 720.00 72.00 $ 720.00 $ (300 00) 171% 202 00220 Removal of Asphalt Mat 2928 SY 82.00 85,85600 $0.00 3,318.0 $ 6,636.00 3,318.00 $ 6,636.00 $ (780 00) 113% 202 00400 Removal of Bridge 1 LF $23,000 00 $23,000.00 $0.00 1.0 $ 23,000.00 1.00 $ 23,000.00 $ 100% 202 01000 Removal of Fence 926 LF $2.00 $1,852.00 $0.00 926.0 $ 1,852.00 926.00 $ 1,852.00 $ 100% 203 00060 Embankment(Complete in Place) 12235 CV $6.00 $73,410.00 $0.00 12,235.0 $ 73,41000 12,23500 $ 73,41000 $ 100% 203 01100 Proofrolling 10 Hour $90.00 890000 $0.00 3.0 $ 270.00 3.00 $ 270.00 $ 63000 70% 203 01555 Dozing(Landscape) 16 Hour $110.00 $1,760.00 $0.00 16.0 $ 1,760.00 16.00 $ 1,760.00 $ 100% 206 00000 Structural Excavation 614 CV $8.00 $4,912.00 $0.00 614,0 $ 4,912.00 614,00 $ 4,912.00 $ 100% 206 00100 Structural Backfill Class 1 900 CY 821.00 $18,900.00 $0.00 900.0, $ 18,900.00 900.00 $ 18,900.00 $ 100% 206 00200 Structural Backfill Class 2 - 151 CY $15.00 $2,265.00 $0.00 151.0 8 2,265.00 151.00 $ 2,265.00 $ 100% 206 00510 Filter Material(Class A) 506 CV $26.00 $13,156.00 $0.00 506.0 $ 13,156.00 50600 $ 13,156.00 $ 100% 206 00520 Filter Material(Class B) 51 CY $60.00 83,06000 $0.00 51.0 $ 3,060.00 51.00 $ 3,06000 $ 100% 207 00205 Topsoil 1500 CV $10.00 $15,000.00 $0.00 1,500.0 $ 15,000.00 1,500.00 $ 15,00000 $ 100% 208 00011 Erosion Bales(Weed Free) 34 EACH $10.00 $340.00 $0.00 33.0 $ 330.00 33.00 $ 330.00 $ 1000 57% 208 00020 Silt Fence 400 IF $1.10 $440.00 $0.00 480.0 $ 52800 480.00 $ 528.00 _ $ (88 00) 120% 208 00070_Stabilized Construction Entrance (Not Used) 1 EACH $1,200.00 $1,200.00 $0.00 - $ - - $ - $ 1,20000 1% 21001000 Reset Fence 262 LF $5.00 $1,310.00 13 $65.00 290.0 $ 1,450.00 303.00 $ 1,515.00 $ (205 00) 11"0% 210 01011 Reset Gate 2 EACH $150.00 $300.00 $0.00 2.0 $ 300.00 2.00 $ 300.00 $ 1)0% 210 04015 Modify Manhole I EACH 8750.00 $750.00 _ $0.00 1.0 $ 750.00 1.00 $ 750.00 $ 100% 212 00006 Seeding(Native) 15 ACRES $450.00 $675.00 2.4 $1,080.00 - $ - - 2.40 '$ 1,080.00 $ (405 00) 160% 213 00002 Mulching(Weed Free Hay) 1.5 ACRES $37500 8562.50 24 8900.00 - $ - 2.40 $ 900.00 $ (337 50) 100% • 21300061 Mulch Tackifier 225 POUND $225 $506.25 360 $810.00 - 8 - 360.00 $ 810.00 i $ (303 75) 160% 21400350 Deciduous Shrub(5 Gallon Container) 36 EACH $32.00 $1,152.00 36 $1,152.00 - $ - 3600 $ 1,152.00 $ 100% 214 00905 Perennials(2.25 Inch Pot) 1000 EACH $2.25 $2,250.00 1000 $2,250.00 - $ - 1.000.00 $ 2,250.00 $ 100% 214 01010 Brush Layer Cutting 110 EACH $1.05 $115.50 110 $115.50 - $ - 110.00 $ 115.50 $ 100% 304 06000 Aggregate Base Course(Class 6) 3108 TON $9.00 $27,972.00 $0.00 3,211.0 $ 28,899,00 3,211.00 $ 28.899.00 $ (927 00) 103% 403 34355 HBP(Road)(Gading$)(100)(PG 64-22) 1866 TON $35.00 865,310.00 -11.80 -$412.90 2,024.0 8 70,840.00 2,012.20 $ 70,427.10 $ (5.117 10) 138% 403 34355 HBP(Bridge)(Grading S)(100)(PG 64-22) 279 TON $35.00 $9,765.00 $0.00 2790 $ 9,76500 279.00 $ 9,765.00 1$ l 1011% ' 420 00101 Geotextile(Erosion Control)(Class B) 2362 SY $1.00 $2,362.00 $0.00 2,362.0 $ 2,362.00 2,362.00 $ 2,362.00 $ 100% 503 00024 Drilled Caisson(24 Inch) 390 LF $45.00 $17,550.00 $0.00 400.0 $ 18.00000 400.00 $ 18.00000 $ (45000) 103% 50300042 Drilled Caisson(42 Inch) 138 LF $95.00 $13,110.00 $0.00 131.0 $ 12,445,00 131,00 $ 12,445.00 $ 66500 95% 50600212 Riprap(12 Inch) 2362 CV - $29.00 868.498.00 $0.00 2,362,0 8 68,498.00 2,362.00 8 68,49800 $ 100% 507 00350' Grouted Riprap Slope and Ditch Paving 69 CV $55.00 $3,795.00 $0.00 52.0 $ 2,86000 52.00 $ 2,86000 $ 93500 75% 515 00120 Waterproofing(Membrane) 1704 SY $]50 $12.780.00 $0.00 1,704.0 $ 12.780.00 1704.00 $ 12,780.00 $ 100% 601 03040 Concrete Class D(Bridge) 824 CY $295.00 $243,08000 $0.00 8362 8 247,269.00 838.20 $ 247,269.00 $ (4,189 00) 102% 602 00000 Reinforcing Steel 88450 LB $0.32 $28,304.00 $0.00 88,450.0 $ 28,304,00 88,450.00 $ 28,30400 $ 100% 602 00020 Reinforcing Steel(Epoxy Coated) 97351 LB $0.60 $58.410.60 $0.00 97,351.0 $ 58,410.60 97.351.00 8 5841060 $ 109% 603 10180 18 Inch Corrugated Steel Pipe 45 LF $20.00 $900.00 $0.00 90.0 8 1,800.00 90.00 $ 1,80000 $ (900 00) 200% 603 30018 18 Inch Steel End Section 2 EACH $300.00 8600.00 $0.00 2.0 $ 600,00 2.00 $ 600,00 $ 100% 603 10240 24 Inch Corrugated Steel Pipe 140 LF $27.00 $3.78000 $0.00 1400 8 3,780.00 140.00 $ 3780.00 $ 100% 603 30020 24 Inch Steel End Section 4 EACH $310.00 $1240.00 $0.00 4.0 $ 1,240.00 4.00 $ 1,240.00 $ +00% 606 00301 Guardrail Type 3(6'-3'Post Spacing) 100 LF $20.00 $2000.00 $0.00 100.0 $ 2.000.00 100.00 $ 2,00000 $ 100% 606 01370 End Anchorage Type 3G 4 EACH $900.00 $3,600.00 $0.00 - 4.0 $ 3,600.00 4.00 $ 3,600.00 8 100% 606 02003 End Anchorage(Nonilared) 4 EACH $1,700.00 $6,800.00 $0.00 4.0 $ 6.80000 4.00 $ 6,800.00 $ 100% 606 11032 Bridge Rail Type 10M(Special) 476 LF $85.00 $40,460.00 $0.00 482.0 _8 40,970.00 48200 $ 40.970.00 $ (510 00) 101% 607 00005 End Post 10 EACH $80.00 $800.00 5 $400.00 - $ - 5.00 $ 400.00 $ 400 00 60% 607 00010 Corner and Line Brace Post 13 EACH $80.00 $1040.00 10 $800.00 - 8 - 10.00 $ 800.00 $ 240 00 77% 60701000 Fence-Barbed Wire With Metal Posts 1622 LF $1.40 $2,270.80 1655 $2,317.00 - $ - 1,655.00 $ 2,317.00 $ (46 20) 102% 607 11525 Fence(Plastic) (Not used) 400 LF $2.00 $800.00 $0.00 - $ - $ - $ 80000 0% 612 00001 Delineator(Type t) 12 _ EACH $12.50 $150.00 $0.00 12.0.8 150.00 12.00 $ 150.00 $ 100% 612 00003 Delineator(Type 111) 6 EACH $19.00 $114.00 $0.00 60 $ 114,00 6.00 $ 114.00 $ 100% 618 00142 Prestressed 1(BT42) 1435 LF $100.00 $143,500.00 $0.00 1,435,0 $ 143,500.00 1,435.00 $ 143.500.00 $ 100% 620 00020 Sanitary Facility 1 _ EACH $600.00 $600.00 $0.00 1.0_$ 600.00 1.00 $ 600.00 $ 100% 625 00000 Construction Surveyin• 1 LS $11,000.00 $11,000.00 $0.00 1.0 $ 11,000.00 1.00 $ 11,000.00 $ 100% 626 00000 Mobilization 1 _ LS $46,745.00 $46,745.00 $0.00 1.0 8 46,745.00 1.00 8 46.745.00 $ 100% 627 00001 Pavement Marking Paint 16 GAL $85.00 $1,360.00 ' $0.00 17.0 $ 1,445.00 17.00 $ 1.445.00 $ (85 00) 106% • Weld County 9ridge 13/26A Pay Request ( 629 01001 Survey Monument(Type 1) 26 EACH $16000 $4,160.00 $0.00 25.0 $ 4,000.00 25.00 $ 4,000.00 $ 160.00 96% 629 01005 Survey Monument(Type 5) (Not Set) 15 EACH $160.00 $2,400.00 $0.00 - $ - - $ - $ 2,400.00 0% _ 62901050 Monument Box 1 EACH $650.00 $650.00 $0.00 1.0 $ 650.00 1O0 $ 650.00 $ - 100% 630 60335 Barricade(Type 3M-A)(Temporary) Field(2) 2 EACH $85.00 $170.00 $0.00 2.0 $ 170.00 200 $ 170.00 $ - 100% _ 630 80336 Barricade(Type 3M-B)(Temporary) Field(2) 6 EACH $160.00 $960.00 $0.00 20 $ 320.00 2.00 $ 320.00 $ 640.00 - 33% 630 80341 Construction Traffic Sign(Panel A) Field(15) 23 EACH $85.00 $1,955.00 $0.00 15.0 $ 1,27500 15.00 $ 1,275.00 S 680,00 65% 630 80342 Construction Traffic Sign(Panel B) Field(10) 4 EACH $105.00 $420.00 $0.00 10.0 $ 1,050.00 10.00 $ 1,050.00 $ (630.00)_ 250% _ 630 80344 Construction Traffic Sign(Special) Field(96) 138 SF $14.00 $1,932.00 $0.00 96.0 $ 1,344.00 96.00 $ 1,344.00 $ 588.00 70% 70070010 F/A Minor Contract Revisions 1 FA $40,00000 $0.00 0.015 $596.25 - $ 0.01 $ 596.25 $ (596.25) #DIV/0! 700 70021 F/A On The Job Training (Not Used) 1 FA $5,200.00 $0.00 - $ - $ - $ - - #DIV/0! _ 70070012 F/A Asph.Pavmnl lncentive(Smoothness) Not Used) 1 FA $52500 $0.00 - $ - $ - $ - 11OIV/Cil 700 70022 F/A OJT Pilot (Not Used) 1 FA $400.00 $0.00 - $ 0DIV/0! $0.00 - $ - $ - $ - $0.00 - $ $ - - $ - $0.00 - $ - $ - $ - $0.00 - - - $ - $0.00 - $ - $ - $ - $1,013.435.65 $10,072.85 $1,009,884.60 $1,019,957.45 $0.00 $000 -$6.521.80 101% • Original Contract Amount $ 1,013,435.65 Change Orders To Date(see attached) 3,221 91 Adjusted Contract Amount $ 1,016,657.56 Total Completed to Date /Does not include C.O.#1 $1,019,957.45 Total Materials Stored to Date - Total Change Order Work to Date(see attached) 3,221.91 Value of Work in Place $ 1,023,179.36 Percent Complete Including Stored Materials 101% Less Retention @ 10%of Completed Work to Maximum of.05%of Original Contract Amount ($50,671.78) Total to Date Less Retention $ 972,507.58 Less Previous Billings ($962,434.73) Total Due $ 10,072.85 Weld County oridge 13126A Pay Request PROJECT: Weld County Bridge 13/26A over St.Vrain Page 1 of 1 OWNER: Weld County CONTRACTOR: Zak Dirt,Inc. APPLICATION NUMBER: Seven(8) P.O.Box 758 14290 Hilltop Road APPLICATION DATE: 5/31/2004 Greeley,CO 80632 Longmont,CO 80504 PERIOD BEGINNING: 5/1/2004 PERIOD ENDING: 5/31/2004 ENGINEER: Sear-Brown 209 S.Meltlmm Fort Collins,CO 80521 PROJECT NUMBER: 'BR•08 TASK NO. qe CHANGE ORDERS: PAY APPLICATION: RETAINAGE: NUMBER DATE AMOUNT Application is made for Payment as shown below in connection with the Contract. 1 3/1/2004 3221.91 The present status of the account for this Contract is as follows. Original Contract Amount: $1,013,435.65 Retainage to Date: $50,671.78 Net Change by Change Order: $3,221.91 Retainage Previous: $50,671.78 Revised Current Contract Amount: $1,016,657.56 Change In Retainage: ($35,470.25) Total Work Completed and Stored to Date:Include C.O.#1 $ 1,023,179.36 Less Previous Payment: ($962,434.73) • Amount due this Pay Application($0 retainage): $10072.85 Retainage Released: ($35,470.25) 1.5%of original contract retained Net Change by Change Order: $3,221.91 AMOUNT DUE THIS APPLICATION: $45,543.10 Change Order%: 0.32% • CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the WORK have been satisfied as required in paragraph 14.3 of the General Conditions of the Contract. The above Amount Due this Application is requested by the CONTRACTOR. Date: 4(($$1OM By: L J/ Payment of the above Amount Due This Application is recommended by the ENGINEER. Payment of the above Amount Due This Application has been reviewed/bbyythheOWNER'S Project Manager. Date: L/// i/V^ 7/Q / By: n/�+y�„r "^"e Payment of the above��Agqmount Due This Application is approved by the OWNER. • Date: //b--F-_ By: Weld County GGG Bridge 13/26A Pay Request 0 MEMORANDUM wipTO: Esther Geisick DATE : 7/15/2004 • Clerk to the Board COLORADO FROM: Keith Meyer, P.E., Engineering Division Manager 04 SUBJECT: Item for Agenda Please place the following on the agenda: Change Order No. 1 for Public Works Project Weld County Bridge 13/26A Change Order No. 2 for Public Works Project Weld County Bridge 13/26A Change Order No. 1 is to revise the contract between Weld County and Zak Dirt, Inc. for the construction of bridge 13/26A over the St. Vrain River. The Change Order includes an increase to the project cost for unforeseen debris found at the site during drilling of the bridge caissons. The total cost for the concrete removal was$1,526.91. Change order No. 1 also includes a change in the Davis-Bacon Wage rate for Power Equipment Operators. The original contract accidentally included two wage rate decisions. The contractor had proof that the wage rate used for the power equipment operators was the incorrect wage rate. No other rates were affected. The total cost to the project for the rate change is $1,695.00. Total of Change Order No. 1 is $3,221.91. (See attached documentation for further description.) Change Order No. 2 is to revise the original contract quantities. Several contract pay items were under run and several were over run from the original contract amount. (See attached for item breakdown.) Overall the difference amount to an increase in the contract of$6,521.80. The original contract amount was$1,013.435.65. The change in contract adjusted by change Order No. 1 and No. 2 increase the contract by$9,743.71 or 0.95%. The project has been completed and no further change orders are anticipated. The appropriate documentation is enclosed. Enclosures pc: Wayne Howard, P.E., Project Manager E CV 50 M:\—Active Projects\Bridge 13-26A\Construction Contracts\Change order AGENDA.DOC 2004-2034 Hello