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Home My WebLink About36-99 RESOLUTION• RESOLUTION NO 36 99 A RESOLUTION AWARDING BID NO. 99-19 IN THE AMOUNT OF $484,948.75, PLUS A 10% CONTINGENCY AMOUNT OF $48,501.25 TO TOMLINSON ASPHALT COMPANY FOR THE OLD MISSOURI ROAD AND ZION ROAD INTERSECTION IMPROVEMENTS; AND APPROVING A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1 That the City Council hereby awards Bid No. 99-19 in the amount of $484,948.75, plus a 10% contingency amount of S48,501.25 to Tomlinson Asphalt Company for the Old Missouri Road and Zion Road intersection improvements; and authorizes the Mayor and City Council to execute a contract for said amount. A copy of the contract is attached hereto marked Exhibit "A" and made a part hereof. Section ? The City Council hereby approves a budget adjustment in the amount of 5215,000 increasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97027 20 by decreasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97030 20. A copy of the budget adjustment is attached hereto marked Exhibit "B" and made a part hereof. s 1' (SS} D AND APPROVED this 2 day of March 1999. ....: :5t7_• F ATTEST: By. 1 • Woodruff ler City C Heather APPROVE). By. ,/1/Ce/�GIYr� Fred Hanna, Mayor STAFF REVIEW FORM XXXX AGENDA REQUEST XXXX CONTRACT REVIEW GRANT REVIEW For the Fayetteville City Council meeting of March 02, 199" FROM: Wayne Ledbetter Engineering Public Works Name (�v Division Department ACTION REQUIRED: Approval of the contract for Old Missouri Rd. and Zion Rd. intersection improvements with Tomlinson Asphalt Company, in the amount of $ 484,948.75 plus a contingency of 10% ($ 48,501.25) totaling $ 533,450. Approval of budget adjustment adding funds to the project is also requested. COST TO CITY: $ 533,450 Cost of this Request 4470-9470-5809-00 Account Number 27027-0010 Project Number S 392 649 Category/Project Budget $ 66,422 Funds Used To Date $ 326,227 Remaining Balance Old Missouri Rd./ Zion Rd, Intersection Category/Project Name Street Improvements Program Name Sales Tax Fund XXXX Budgetedtem ‘iii x Budgl t• Coordinator Budget Adjustment Attached Administrative Services Director CONTRACT/GRANT/LEASE REVIEW: GRANTING AGENCY: 0/-/7-q9 . � t z3'97 Date A]�ACoordinatttor Date dnae� YM�Cl� • ��6 Date Ihdernal Auditor Purchasing Officer Date Date STAFF RECOMMENDATION: contract with Tomlinson Missouri Rd. and Zion Rd. ion Head <<.,P) 44,..44 artm 1 irector Staff recommends that Asphalt Company, for intersection. •.� ,.�• Admini rative Services Director May mate (-/9x49 Dateg/' Date the Council approve the reconstruction of the Old Cross Reference New Item: Yes Prev Ord/Res It: Orig Contract Date: FAYETTEVILLE THE CITY OF FAYETTEVILLE. ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Fayetteville City Council Thni: Mayor Fred Hanna Charles Venable, Public Works Director Don Bunn, Assistant Public Works Director Jim Beavers, City Engineer From: Wayne Ledbetter, Engineering Date: February 16, 1998 RE Old Missouri Rd. and Zion Rd. Intersection Construction Contract with Tomlinson Asphalt I. Existing Conditions. Old Missouri Rd and Zion Rd are two-lane asphalt surface streets with open ditches and shoulders. Zion lays east and west while Old Missouri lays northeast to southwest and both converge to create a "Y" intersection. These streets typically have stormwater runoff conveyed by the open ditches. They are both presently classified as collectors. 2. Proposed conditions. The Old Missouri Rd. and Zion Rd. intersection will be constructed according to the City of Fayetteville's present pavement and drainage cntena. These pavement sections will be planned for asphalt with concrete curb and gutter. Additional improvements will include minor drainage construction. The intent of this improvement is to create a safer intersection and improve the level of service for vehicular traffic. There is $ 326,227 left in the approved Capital Improvement Plan for this project. With a construction bid of $ 484,948.75 from Tomlinson Asphalt and a requested construction contingency of $ 48,501.25 ( total being $ 533,450), the budget would need adjustment to fund the proposed construction costs. The budget is deficit $ 207,233. We are requesting a budget adjustment of $ 215,000 to provide enough monies to fund construction of the project, testing of construction of materials, and possibly some other minor costs. Also, we are requesting that contingency monies that may possibly be needed be utilized by Mayoral approval 3. Staff Recommendation. The Staff recommends that the Council approve the construction contract with Tomlinson Asphalt Company and the budget adjustment. • • EXHIBIT A DOCUMENT 00500 CONTRACT THIS AGREEMENT, made and entered into on the day of ate hi 1999 by and between TOMLINSON ASPHALT CO.. INC. herein called the Contractor, and the City of Fayetteville, Arkansas hereinafter called the Owner: WITNESSETH: That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the Owner as follows: I. That the Contractor shall furnish all the materials, and perform all of the work in manner and form as provided by the following enumerated Drawings, Specifications, and Documents, which are attached hereto and made a part hereof, as if fully contained herein and are entitled Zion and Old Missouri Road Intersection Improvements dated January. 1999 Advertisement for Bids Instructions to Bidders Bid and acceptance thereof Performance Bond Payment Bond General Conditions Supplemental Conditions Specifications Drawings (Sheet 1 thru 17, see Index on Cover Sheet) That the Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, subject to additions and deductions as provided in the Specifications or Bid, in lawful money of the United States, the amount of: Four Hundred Eighty Four Thousand Nine Hundred Forty Eight and 75/100 Dalian (S484948.75), The Work will be substantially completed within 180 days after the date when the Contract Time commences to run as provided in Notice to Proceed, and completed and ready for final payment in accordance with the General Conditions within 180 days after the date when the Contract Time commences to run. FY962I65 Section 00500 - l 4 1 • • 4. Liquidated Damages: Owner and Contractor recognize that time is of the essence of this Agreement and the Owner will suffer financial loss if the Work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner Four Hundred Fifty Dollars ($450.00) for each day that expires after the time specified in Paragraph 3 for Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the time specified in Paragraph 3 above for final payment or any proper extension thereof granted by Owner, Contractor shall pay Owner Four Hundred Fifty Dollars ($450.00) for each day that expires after the time specified in Paragraph 3 for completion and readiness for final payment. 5. On receipt of an approved payment request, the Owner will make all the required intemal review. The Owner will make every effort to pay the Contractor within 30 days, but the owner can not guarantee this 30 day period can be met each time. The Owner shall make partial payments to the Contractor on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the Contractor, LESS the retainage provided in the General Conditions, which is to be withheld by the Owner until all work within a particular part has been performed strictly in accordance with this Agreement and until such work has been accepted by the Owner. That upon submission by the Contractor of evidence satisfactory to the Owner that all payrolls, material bills, and other costs incurred by the Contractor in connection with the construction of the work have been paid in full, final payment on account of this Agreement shall be made within 60 days after the completion by the Contractor of all work covered by this Agreement and the acceptance of such work by the Owner. 7. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the Owner shall deem the Surety or Sureties upon such bond to be unsatisfactory or if, for any reason such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at his expense, within 5 days after the receipt of notice from the Owner, furnish an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be satisfactory to the Owner. In such event, no further payment to the Contractor shall be deemed to be due under this Agreement until such new or additional security for the faithful performance of the work shall be famished in manner and form satisfactory to the Owner. FY962165 Section 00500 - 2 8. No additional work or extras shall be done unless the same shall be duly authorized by appropnate action by the Owner in writing. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and date first above written, in three (3) counterparts, each of which shall, without proof or accounting for the other counterpart be deemed an original Contract. SEAL: WITNESSES: FY962I65 TOMLINSON A$j'HALT. INC, CO C BTitle CITY OF FAYETTEVILLE. ARKANSAS OWNER By Fred Hanna, Mayor Section 00500 - 3 • BIDDERS LIST CITY OF FAYETTEVILLE FAYE I I EVILLE PROJECT 99-19 ZION AND OLD MISSOURI ROAD INTERSECTION IMPROVEMENTS CONTRACTOR TOMLINSON ASPHALT CO, INC. TOWNSHIP BUILDERS WILLIAM G. SWEETSER MOBLEY CONTRACTORS MITCHENER EXCAVATION, INC. APAC ARKANSAS, INC. MCCLINTON-ANCHOR DIV Note: Low bid is Tess than Engineer's Estimate. MCE FY962165 TOTAL BASE BID $484,948.75 $544,296.00 $551,277.00 $571,062.49 $589,249.00 $624,888.00 BID TABULATION FAYETTEVILLE Zion and Old Missouri Road Intersection Improvements MCE Project FY962165 FAYETTEVILLE BID NO. 99-19 Bid Dato February 11, 1999 2PM Item a Description Qty. Bidder 1 4u94u769 Boder 2 39640699 TOMLINSON ASPHALT CO TOWNSHIP BUILDERS, INC. Unit Unit Price Extended Unit Price Extended 1 At1 291. 1993 Trench and Excavation Safety System 1 L5 360000 3E0000 14,000.00 14.00000 2 Traffic Cmtrol & Maintenance d Traffic 1 LS 321.880 00 121860.00 39.000.00 $9.000.00 3 Mobilization 1 LS 1160000 31,60000 19.43600 39.43600 4 Clearing & Gmboing 1 LS 1930000 19,30000 56030.00 38,00000 5 Remove and Dispose of Existing Drainage Pipe. Headwalls. Curb & Cutler and etc. 1 LS 33.000.00 13,000.00 37.000.00 57.000 CO 6 Asphalt or Concrete Pavement Removal 1560 SY 11.40 52.164.00 36.00 39.360.00 i 7 Wig of Asphalt Pavement 460 SY 5660 13.036 00 5600 32.760 00 8 Unclassified Excavation (Plan Quantity) 3400 CY 1425 514.45000 3500 117.003 00 9 Site Embankment from Unclassified Excavation (Plan Quantity) 950 CY 34 00 33.800 00 37.00 36,65000 10 Select Bonow Embankment (Plan Quantcy) 2384 CY 59 30 122.171 20 313 CO 130992.00 11 Type l Concrete Ditch 65 LF 5122 00 57 930 00 5234 00 $15.210 CO 12 Undercut and Stockist with Select FA 200 CY 512.60 32.520.00 $16 00 33.200.00 13 Rock Excavation 150 CY 375 00 $11.25000 528.00 34.200 CO 14 r Type 11 Asphalt Surface Course with Tack Coat 550 TN 538 15 320962 50 139 CO 121450 CO 15 Tie II Asphalt Binder Course with Prime Coal 590 TN 335.75 321.092 50 340 00 123.600 CO 16 Type 11 Asphalt Binder (Leveling Course) with Tack Coat 650 TN 336.20 123.530 00 338.00 324.700 00 17 Class 7 Aggregate Base Course 960 TN 114.30 113.72800 117.00 316.320 00 16 Concrete Curb and gutter 1320 IF 3885 11168200 311.00 314.520.00 19 Concrete Driveway (6- (hick wr6' Cass 7 Base) 290 SY 130.25 18772.50 331.00 18.99000 20 4' Concrete Sidewalk w/Handicap Ramps 615 SY 122.10 313,591 50 526.00 315.990 00 21 ir RCP. Class 111 408 IF 33455 31409640 14500 318.36000 22 2C RCP. Class 111 45 IF 153.00 3238500 55600 3257000 23 34 x 53 RCPHE Class 111 986 LF 5106.75 $105,255 50 3100 00 398 50000 24 18' Flared End Secion w/Curtain Wall 6 EA 5100000 56.00000 170000 14.20000 25 Wngwail Sta 10.22 LT 1 EA 15.80000 15600 00 36,200.00 56.200 CO 26 Wingwail Sta 9.98 RT 1 EA 38900 00 38.900 00 57 800 00 37.500 00 27 Mii gwa11 & Railing Sta 18.34 1 EA 33.835 00 33,835 00 14500.00 1450000 28 In3Ia11 Gutter Dram and Concrete Encased PVC Piping 300 LF 386.67 326.001.00 5120.00 536000 CO 29 Concrete Curb Inlet or Junction Box Type! 6 EA 21.600 00 39.600.00 32900.00 517,400 00 30 4' Extended Curb Inlet Throat 5 EA 1400.00 32.000.00 5250.03 31.25003 31 8' Extended Curb Inlet Throat 3 EA 1700 00 $2100 00 5550.00 31,650 00 32 17 Extended Curb Inset Throat 1 EA 3100000 31,00000 380300 3800.00 33 Cons Curb Inlet or Junction Box Type 11 6 EA 52.200 CO 513,200 00 32900.00 117,40000 34 Concrete Inlet a2. Type III 1 EA 12.750 CO 32,750.00 13000 00 37,000.00 35 Adjust Existing Sanitary Manhole Ring and Cover 2 EA 3772.50 31.54500 140000 380000 36 18' Steel Sewer Line Encasement 85 LF 874.15 $6,30275 3145 00 312.325.00 36A 10- PVC SDR -26 Sewer Line Replacement 90 LF 31290 31,161 CO 322.00 5198000 37 18' Deep Rip Rap with Geaextde Fabric 65 SY $24 15 31569.75 135.00 32.275 CO 38 Topsod Removal & Replacement 650 CY 51265 16.222.50 16.00 1390000 39 Impaled Topsoil 300 CY 55 65 31 .695 00 314.00 $4.200 00 40 Seeding, Fertilizing & Mulching 1 5 AC 3510 00 3765 03 5150000 12,75000 41 Solid Sodding 40 SY 112.20 1488.00 14.00 116000 42 Remove. Maintain. and Relocate Traffic and Street Signage. 1 L5 5100.00 510000 32.000.00 52,000 00 43 Pavement Striping (4'wdeXW1me or Yellow) 4970 LF 10.68 33.37960 $1.00 14.97000 44 Pavement Striping - Stopbars (12' wide) 40 LF 36.30 325200 1400 5160 00 45 Pavement Stripe -1g Words or Mows 4 EA 3315.00 31,260.00 5300.00 31.203 00 46 Remove. Maintain and Relocate Mailboxes Include New 4x4 Wood Support Post 3 EA 150 03 3150.00 36000 518000 47 Plant 7 - 4' Tree 2 EA 338000 3760.00 1350.00 3700.00 48 New 3 Rail Wood Fence 120 LF 38 40 51.008 00 320 00 52.400 00 49 4 Strand Barbed due Fence w/Metal Post 42 LF 36.30 3264 60 14.00 1161.00 50 Temporary 4 Strand Barbed We Fence w/Meta1 Post 50 IF 35.50 5275 00 1400 1200.00 51 r C900 PVC Water Line 535 LF 316.50 38827.50 319.00 310.165.00 52 6' C900 PVC Water Line 45 LF 143.25 31,946 25 516 00 3720.00 53 17 x 8' Tapping Sleeve & Varve 1 EA 31,25000 51.25000 32.20000 32.200.00 54 6' x flapping Sleeve & Valve 1 EA 51,090.00 31,090 00 31,603.00 31,60000 55 Ductile Iron Fntngs 1500 LB 33,70 35.55000 33 CO 3450000 56 Water Line Aggregate Back ha 40 TN 319.05 3762 00 512.00 3480.00 57 16' Steel Water Line Encasement 56 LF 576 20 54,267.20 3110 00 $6,160.00 58 5 1/7. 3 Way Fite Hydrant Assembly 1 EA 32.31500 32.31500 11800.07 51800.00 59 Waler Meter Senng, Corp Slop and Saddle 4 Ea 5437.75 31.751 00 1350.00 11400 00 60 3/4' Copper Service Line 150 LF 58.75 51,312.50 14,00 560000 61 Baled Straw Filter Barrer NI 200 LF 35.00 31000.00 33.00 560300 62 Baled Straw flier Banter 13 15 EA 57500 31,12500 31000 3150.00 63 Filter Fabric gamer 1030 LF 12.70 12.781.00 51.50 31.54500 64 Rip Rap Filter Banter 70 TN 32500 31.75000 13500 52.450 CO TOTAL BASE BID (Items 1 - 64) $484,948.75 $544,296.00 BID TABULATION FAYETTEVILLE Zion and Old Missouri Road Intersection Improvements MCE Project FY962165 FAYETTEVILLE BID NO. 99-19 Bld Date February 11, 1999 2PM llama Description Qty. Unit Bidder 3 27410399 Bidder 5 7111099 WILLIAM G. SWEETSER MITCHENER EXCAVATION. INC. Unit Price Extended Unit Price Extended I AQ 291. 1993 Trench end Excavation Soley System 1 LS 3500.00 3500.00 3500.00 3500.00 2 Traffic Control & Maintenance of Traffic 1 LS 314,700.00 114.700.00 330.000.00 330.000.00 3 Mobilization 1 LS 31000.00 31,000.00 315,000.00 515.00000 4 Clearing B Grobbilg 1 LS S16.650 03 516,65000 19.000.00 39.000.00 5 Remove and Dispose of Existing Dranage Pipe. Headwalls, Curb 6 Gutter and etc. 1 LS 31.500 00 31,500 CO 59.00000 19.00000 6 Asphalt or Concrete Pavemenl Removal 1560 SY 1500 37,80000 37.03 310.920 CO 7 Milling of Asphalt Pavement 460 SY 36.10 32.806 03 312.00 15.520.00 8 IMclassdled Excavation (Plan Quantity) 3400 CY 35.75 519,55003 11000 $34.X0 00 9 Sae Embankment from UnUd55Red Excavation (Plan Quantity) 950 CY 39.75 19.262.50 33 00 12.850 03 10 Select Borrow Embankment (Plan Quantity) 2384 CY 312.75 330,396.00 31003 523,84000 11 Type I Concrete Daae 65 LF $180 00 $11,700 00 1175.00 311 375.00 12 Undercut and Betide wan Select FJl 200 CY 11675 33,350 CO 115.00 33.000 00 13 Rock Excavation 150 CY 325.00 33.750.00 32500 33.75000 14 7 Type 11 Asphalt Surface Course with Tack Coal 550 TN 34200 323.100 00 339 00 521,450 CO 15 Tie II Asphalt Binder Course with Prone Coat 590 TN 141 03 324.190 00 340 00 323,600 00 16 Type II Asphalt Balder (Leveeing Course) wah Tack Coat 650 TN 341 00 126.650.00 338.00 124,700.00 17 Class 7 Aggregate Base Course 960 TN 113 50 112960.00 118 00 117.78000 18 Concrete Curb and gutter 1320 IF 38.50 111.220 03 110 00 113.20000 19 Concrete Driveway (6- thick w76' Class 7 Base) 290 5Y 328.00 16120 CO 334 00 39.660 CO 20 a Concrete Sidewalk w/Hand cap Ramps 615 5Y 32400 314,760 00 328 00 317.22000 21 18' RCP, Class III 408 LF 33200 31705600 32600 310.60a00 22 2e RCP. Class III 45 LF 352 00 32.340 00 344 00 11.980 CO 23 34 x 53 RCPHE Class III 986 LF 3114.00 3112 404 00 394 00 592.684.00 24 111° Flared End Section w/Cunas Wall 6 EA 155000 13,3430 03 370000 34.20000 25 Wingwall Sia 10.22 LT 1 EA 37.800.00 17,800.00 36.603.03 36.60000 26 Wingwall Sia 9.98 RT 1 EA 110 800 00 110 800 03 35.400.00 15.400 CO3 27 Wingwall & Railing Sta 18.34 1 EA 55.80000 35 800 00 35.40000 5540000 28 Install Gutter Dran and Concrete Encased PVC Plping 300 LF 3138.50 341550.03 315000 14500300 29 Concrete Curb Inlet or Junction Box Type I 6 EA 12.500.00 $15.000.00 32600.00 315.600.00 30 4' Extended Curb Inlet Throat 5 EA 3500.00 12 500 00 31000.00 35.000.00 31 8' Extended Curb Inlet Throat 3 EA 3900.00 12700.00 32 000 00 36.00000 32 17 Extended Curb Inlet Throat I EA 31 300 00 5130303 3700000 1700000 33 Cant Curb Inlet or Junnron Box Type!) 6 EA 12.500.03 $15,600.00 13 500 00 321.00000 34 Concrete Inlet 02. Type III 1 EA 13.00003 33.000.00 35 000 03 1500003 35 Adjust Existing Sanitary Manhole Ring and Cover 2 EA 3850.00 31,700.00 1200.00 3400 00 36 18' Steel Sewer line Encasement 85 LF 175.00 36375 00 378.00 36.63000 36A 10' PVC SDR -26 Sewer Line Replacement 90 LF 312 75 $1,147 50 112 50 31.12500 37 18' Deep Rip Rap wM Geotexbue Fabk 65 5Y 535 00 12.275 03 329 00 11 885 00 38 Topsoil Refnoval E. Replacement 650 CY 36.50 3422503 31000 56.50000 39 Imposed Topsoil 303 CY 11250 33,75000 51000 13.00000 40 Seeding. Fertilizing 8 Mulching 1.5 AC 32800.00 34,200.00 32.50000 33,75000 41 Solid Sodding 40 SY 36.00 3240.03 18.00 3320.00 42 Remove. Mangan. and Relocate Traffic and Street Signage. 1 LS 1300 00 3300 00 35.000 00 55,000.00 43 Pavement Striping (4widel(Whne or Yellow) 4970 LF 30.70 13.47903 11.00 14.97000 44 Pavement Striping - Sidebars (17 wide) 40 LF 37.00 5280.00 350.00 52.000.00 45 Pavement Stnping Words or Arrows 4 EA 3325.00 11 300 00 1250 00 11,003 CO 46 Remove, Mantas and Relocate Mailboxes Include New 444 Wood Support Post 3 EA 3150.00 1450 03 3100.00 1303.00 47 Plant r - 4' Tree 2 EA 5200.03 140000 130000 360000 48 New 3 Rad Wood Fence 120 LF 58.50 31.02000 110.00 51.20000 49 4 Strand Barbed Wire Fence w/MeIaI Poi 42 LF 35 50 5231 00 3150 3147.00 50 Temporary 4 Strand Barbed Wre Fence w/MeIa1 Post 50 LF 33 50 117500 13.50 517500 51 8" 0900 PVC Water Line 535 LF 316.50 1882750 117.00 39.095.00 52 6' C900 PVC Water Line 45 LF 343.00 3193503 145.00 1202503 53 17 x 8' Topping Sleeve 6 Valve 1 EA 31,25000 31.250 00 31,400 00 11403.00 54 6' x & Tapping Sleeve B Valve 1 EA 31.160.00 31,160.00 11,20300 31.200 00 55 Ductile Iron Finings 1500 LB 33 70 55.55003 1400 16000.03 56 Water Line Aggregate Backfin 40 TN 318.50 3740 03 520.00 5800 CO 57 16- Steel Water Line Encasement 56 LF $75 00 34.200.00 17500 14.20000 58 5 177. 3 Way F're Hydrant Aasemby 1 EA 32,250.03 32.250.03 12,500.00 12,500.03 59 Water Meter Setting Corp Stop and Saddle 4 Eo 145000 51,80000 150000 5200000 60 3/4' Copper Service Line 150 LF 18.75 31.312 50 110 00 31.500.00 61 Baled Straw Filler Barrer el 200 LF 35.03 11000.03 3500 31,00003 62 Based SVaw Fater Barrier 113 15 EA 580.03 31,2C0 00 31000 315003 63 Filter Fabrlc Bather 1030 LF 1500 35.15003 3300 33.090.00 64 Rip Rap Filler Bonier 70 TN 332.00 32 240.00 325.00 31,750.03 TOTAL BASE BID (Items 1 - 641 tcc4 177 nn teen ...n e., BID TABULATION FAYETTEVILLE Zion and Old Missouri Road Intersection Improvements MCE Project FY962165 FAYETTEVILLE 81D NO. 99-19 Bld Dato February 11, 1999 2PM Item a Description Oty. Unit B:dac, 4 3660899 Bidder 8 11841299 MOBLEY CONTRACTORS. INC . APAC ARKANSAS. INC MCCLINTON.ANCHOR DIV. Unit Price Extended Unit Price Eltondo(' 1 Ac 291 1993 Trench and Excovabon Safety System 1 L5 5600.00 1600.00 12.50000 12500.00 2 Traffic Control 8 Maintenance of TraM.ic 1 LS 122.898.00 122.698 00 120.00000 220 000 00 3 McbNialion 1 LS 119.09070 119.090 70 115.000.00 115.000 00 4 Cleanng & Grabbing 1 LS 34 856 00 $4.65600 210.00000 110.000 00 5 Remove and Dispose of Existing Orainege Pipe, Headwalls. Curb 8 Cutler and etc 1 L5 53.13200 23,13200 14,500 00 24 50000 6 Asphalt or Concrete Pavement Remove/ 1560 SY $4.05 58.318 00 18.00 112.480.00 7 Millin g al Asphalt Pavement 460 SY S1351 26.71460 1800 S368000 8 Unties fled Excavation (Plan Quantity) 3400 CY $8.22 12194800 11003 134.000 00 9 Site Embankment Iron unclassified Excavation (Plan OuanuN) 950 CY 5847 26.14650 1703 16.65000 10 Seieci Borrow Embankment (Pian Ouanuy) 2384 CY 113 18 131.421.12 29 50 122.60145 CO 11 Type 1 Concrete D.Ic, 65 LF 213218 28591.70 1180 00 211.700 00 12 Undercut and Dockril win, Select Fal 200 CY 119 58 13.916 00 221 CO 14.203 00 13 Rock Excavation 150 CY 281.40 19,21000 58200 29.30000 14 r Type 11 Amanita SuriaCc Course wnh Tack Coal 550 TN 138 72 521.2 00 245 00 124.75000 15 Tie a Aspnan binder Course win, Prime Coat 590 1N 139 96 123.576 40 24000 223.60000 16 Type 11 Asphalt Binder (Leveling Course) wan Tack Coal 650 TN 137 93 124.654 50 246 00 17990000 17 Class 7 Aggregate Base Course 960 TN 51557 11494720 117.50 116,83000 ID Concrete Curb and gutter 1320 IF 18 10 210,692 00 18 50 211,270 00 19 Concrete Odveway (6" Nick wtt" Class 7 Base) 290 5Y 124 00 5096000 133 50 19.715 00 20 C Concrete Sidewalk wflandicap Ramps 6155Y $1782 $1095930 122.00 113.53000 21 18" RCP. Class til 4081F 148.74 119,88592 13700 115.09600 22 24' RCP, Class 111 45 IF 26985 13.1425 15600 22.52000 23 34 x 53 RCP} E Class IIr 986 LF 1103 20 1101 755 20 1116 00 1114 376.00 24 18" Flared End Section w/Cuna:n Wan 6 EA 2981 64 15.889 84 11.100 00 16,60300 25 Wngwall Sta 10.22 LI 1 EA 13.542.82 13542.82 111,80003 11160000 78 Mnowan Ste 9.98 RT 1 EA 14.655 18 24 855.18 16.90000 56.90000 27 Wmgwaii & Railing Ste 18.34 1 EA 14.095 20 14 096 20 15 40000 25.400 00 28 Inman Gutter Drain and Concrete Encased PVC Prpn9 300 LF 111307 233.92 00 117800 15340003 29 Conceit) Curb Inlet or Junction Box Type l 6 EA 22.137 67 51262602 12.700 00 116.200 00 30 4' Extended Cum wet Throat 5 EA 1628 95 13.144.75 118000 12,403 00 31 B Extended Cum Inlet Throes 3 EA 11.28554 23.85662 1760.00 12.28000 32 1Y E tended Cum Inlet Throat 1 EA 11652.38 1165236 11.18000 51.18000 33 Conc Curb Inlet or Junction Box Type!! 6 EA 11 637 14 19.622 84 13,15000 118.900 00 34 Concrete Inlet a2, Type 111 1 EA 54.369.03 $4.36903 54.60000 $4600.00 35 MNst Existing Sanitary Manhole Ring and Cover 2 EA 1825 03 51 65000 278000 11.56000 36 18" Steel Sewer Line Encasement 85 LF 17920 16.73200 17500 18,37500 36A 10" PVC SOR76 Sewer line Replacement 90 LF 11375_ 11.237.50 21300 21,17000 37 16" Deep Rip Rap wit, Geotexule Fabric 65 SY 132 81 32.132 65 138.00 12.340 00 38 Topsoil Removal 8 Replacement 650 CY 51364 18.88600 11000 18.50000 39 Imported TOpsal 300 CY 11383 4.14900 21900 35.70000 40 Saeding. FeruizIng & Mulching 1.5 AC 12.158.80 13.236 20 12.300 CO 13.45090 41 Solid Sodding 40 SY 1959 138360 511.00 144000 42 Remove Maintain, and Relocate TratTrc and StreeI Signage. 1 LS 118504.00 518.50400 12.000 00 12.000 00 43 Pavement Striping (4 wide)(kMiIe a Yellow) 4970 LF 30.77 53.82690 50.70 13,47900 44 Pavement Striping- Stopbara (1r sr de) 401/ 17.20 5288.00 15.25 225000 45 Pavement Sbiping Weds or Arrows 4 EA 136000 11440.00 1315.00 11.26000 48 Remove, Maintain and Relocate Mailboxes Include New 4x4 Wood Support Posl 3 EA 1153 38 1460.14 3150 00 145003 47 Plant r . 4" Tree 2 EA 1800 00 51.200 00 51 000 CO 82000.00 48 New 3 Rad Wood Fence 120 LF 19.00 51,08000 19.00 11.08000 49 4 Strand Barbed Wre Fence w!Metal Post 42 LF 22 70 1113.40 13.50 1147.00 50 Temporary 4 Strand Sorbed Wire Fence w/Metal Post 50 IF 5350 218000 13.50 817500 51 6" C900 PVC Water Line 535 IF 217.60 $9.41600 11700 19.095.00 52 6" C900 PVC Water line 45 IF 14620 1207900 14300 11,93500 53 1r x 8" Tapping Sleeve 8 Valve 1 EA 11,342 CO 11.34200 11.25000 11.250 CO 54 8"a 8" Tapping Sleeve 8 Valve 1 EA 21,168.00 11,16800 11,10000 21.10000 55 Ouctaa Iron Fittings 1500 LB 1396 15.40.00 13.75 15.62500 56 Wale: Una Aggregate BaCkria 40 TN 120.35 1814.00 119.00 176000 57 16" SIeeI Water Line Encasement 58 LF 181.40 14 556.40 17700 P.312.00 58 51st, 3 Way Fire Hydrant Assembh 1 EA 22.47500 12.47500 12.300 CO 82.30000 59 Water Meter Se y. Corp Slop and Sedate 4 Ea 1467.50 31 870.00 1440 00 11,760 CO 60 94" Copper Service L no 150 LF 210,20 21 53000 3900 21.35000 61 Baled Straw Euler Dame, 01 200 LF 13 39 8678.00 5300 160000 62 Bled Straw Filter Barrer 83 15 EA 104.25 5963 75 19000 8115003 63 Filler Fabric Berner 1030 LF 5463 14.76690 15.00 25.15000 64 Rip Rap Filter Barrer 70 TN 531.30 12.19100 23000 12.10000 TOTAL BASE BID (Items 1 • 60) 5571,062.49 $624,888.00 NOTICE OF SELECTION TO: TOMLINSON ASPHALT CO., INC. 1411 W. Van Asche Fayetteville, AR 72704 PROJECT DESCRIPTION: Zion and Old Missouri Road Intersection Improvements 99-19 The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for Bids dated February 11, 1999 and Instructions to Bidders. You are hereby notified that your BID of S484.948.75 has been selected for consideration by the Fayetteville City Council. You are required by the Instructions to Bidders to execute the Contract and furnish the required CONTRACTOR'S Performance BOND, Payment BOND, and certificates of insurance within fifteen (15) calendar days from the date of this Notice to you. Furnish six original copies of each document leaving the Contract and Bonds undated. If you fail to execute said Contract and to famish said BONDS and certificates within fifteen (15) days from the date of this Notice, said OWNER will be entitled to consider all this rights arising of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF SELECTION to the OWNER. Dated this 1 (Ldlh ay of Feb , 1999. McCLELLAND COSULTING ENG ERS, INC. By Arnold Rankins, P.E. Title Project an ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF SELECTION is hereby acknowledged by this the day of 199 By Title FY962165 1nib 4- It nMS 4S C • OOOOO El =TAP[ .•o C/• Nnrri :��y: O +.� City of Fayetteville, Arkansas Budget Adjustment Form EXHIBIT B Budget Year 1999 Department: Sales Tax Capital Improvement Fund Division: Program: Date Requested 02/17/99 Adjustment q Project or Item Requested: Additional funding is requested for the Old Missouri Road/ Zion Road Intersection Project. Projcct or Item Deleted: None. Funding proposed is from the Sycamore Street - Leverett to Garland Project. Justification of this Increase: Thc bids for this project came in above the remaining project budget. . Justification of this Decrease: Thc project has been reduced in scope. Account Name Street Improvements Account Name Street Improvements Increase Expense (Decrease Revenue) Amount 215,000 Account Number 4470 9470 Decrease Expense (Increase Revenue) Amount 215,000 Project Number 5809 00 97027 20 Account Number 4470 9470 5809 00 Project Number 97030 20 Approval Signatures Requested By Date Date Blue Cope: Budget & Research / Yellow Copy: Requester Type: A Date of Approval Budget Office Use Only B C Posted to General Ldlger Posted to Project Accounting Entered in Category Log E CAAPP'99B UDGE7\99B UDGE7\OLD_MI S • 1 FAYETTEVILLE THE CITY OF FAYETTEVILLE. ARKANSAS DEPARTMENTAL CORRESPONDENCE 641 - To: Wayne Ledbetter, Engineering From. Heather Woodruff, City Clerk Date: March 11, 1999 Attached is a copy of the resolution awarding Bid no. 99-19 for your records. The original will be microfilmed and filed with the city clerk. cc. Internal Auditor • XXXX AGENDA REQUEST XXXX CONTRACT REVIEW GRANT REVIEW MicIt0 1. :TV F,17 STAFF REVIEW FORM For the Fayetteville City Council meeting of March 02, 1999 FROM: Wayne Ledbetter Name OLD MISSOURUZION A.5.1 ees 3C. -9q Engineering Public Works Division Department ACTION REQUIRED: Approval of the contract for Old Missouri Rd. and Zion Rd. intersection improvements with Tomlinson Asphalt Company, in the amount of $ 484,948.75 plus a contingency of 10% ($ 48,501.25) totaling $ 533,450. Approval of budget adjustment adding funds to the project is also requested. COST TO CITY: $ 533,450 Cost of this Request 4470-9470-5809-00 Account Number 97027-0010 Project Number $ 392,649 Category/Project Budget $ 66,422 Funds Used To Date $ 326,227 Remaining Balance Old Missouri Rd./ Zion Rd. Intersection Category/Project Name Street Improvements Program Name Sales Tax Fund BUDGET REVIEW: XXXX Budgeted Item XXXX Budget Adjustment Attached Budget Coordinator Administrative Services Director CONTRACT/GRANT/LEASE REVIEW: Accounting Manager City Attorney Purchas'ng Officer GRANTING AGENCY: Date ADA Coordinator Date Internal Auditor Date Date Date STAFF RECOMMENDATION: contract with Tomlinson Missouri Rd. and Zion Rd. 31s184 - vision Head Department Director Staff recommends that Asphalt Company, for intersection. X7199 Date Date Administrative Services Director Date Mayor Date the Council approve the reconstruction of the Old Cross Reference New Item: Yes Prey Ord/Res It: Orig Contract Date: OLD MISSOURUZION 4.5.2 'EVILLE THE CITY OF FAYETTEVILLE, ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Fayetteville City Council Thru: Mayor Fred Hanna Charles Venable, Public Works Director Don Bunn, Assistant Public Works Director Jim Beavers, City Engineer From: Wayne Ledbetter, Engineering Date: February 16, 1998 RE• Old Missouri Rd. and Zion Rd. Intersection Construction Contract with Tomlinson Asphalt 1. Existing Conditions. Old Missouri Rd and Zion Rd are two-lane asphalt surface streets with open ditches and shoulders. Zion lays east and west while Old Missouri lays northeast to southwest and both converge to create a "Y" intersection. These streets typically have stormwater runoff conveyed by the open ditches. They are both presently classified as collectors. 2. Proposed conditions. The Old Missouri Rd. and Zion Rd. intersection will be constructed according to the City of Fayetteville's present pavement and drainage criteria. These pavement sections will be planned for asphalt with concrete curb and gutter. Additional improvements will include minor drainage construction. The intent of this improvement is to create a safer intersection and improve the level of service for vehicular traffic. There is $ 326,227 left in the approved Capital Improvement Plan for this project. With a construction bid of $ 484,948.75 from Tomlinson Asphalt and a requested construction contingency of $ 48,501 25 ( total being $ 533,450), the budget would need adjustment to fund the proposed construction costs. The budget is deficit $ 207,233. We are requesting a budget adjustment of $ 215,000 to provide enough monies to fund construction of the project, testing of construction of materials, and possibly some other minor costs. Also, we are requesting that contingency monies that may possibly be needed be utilized by Mayoral approval. 3. Staff Recommendation. The Staff recommends that the Council approve the construction contract with Tomlinson Asphalt Company and the budget adjustment. u MUS mi. etc afar V ■onIs■ualineyo.th r ti: �' '• OLD MISSOURI/ZION A.5.4 DOCUMENT 00500 CONTRACT THIS AGREEMENT, made and entered into on the _ day of 1999 by and between 9 uJ 1 • N P . • T I I . herein called the Contractor, and the City of Fayetteville, Arkansas, hereinafter called the Owner: WITNESSETH: Chat the Contractor, for the consideration hereinafter fully set out, hereby agrees with the Owner as follows: 1. That the Contractor shall fumish all the materials, and perform all of the work in manner and form as provided by the following enumerated Drawings, Specifications, and Documents, which are attached hereto and made a part hereof, as if fully contained herein and are entitled ... d til. . rt. d nt r cti i . ove e,t dated January, 1999 Advertisement for Bids Instructions to Bidders Bid and acceptance thereof Performance Bond Payment Bond General Conditions Supplemental Conditions Specifications Drawings (Sheet 1 thru 17, see Index on Cover Sheet) That the Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, subject to additions and deductions as provided in the Specifications or Bid, in lawful money of the United States, the amount of: Four Hundred Fiohty Four Thousand Nine Hundred Forty Eight and 75/100 Dollars ($484.948.75), The Work will be substantially completed within 180 days after the date when the Contract Time commences to run as provided in Notice to Proceed, and completed and ready for final payment in accordance with the General Conditions within 180 days after the date when the Contract Time commences to run. FY962165 Section 00500 • 1 OLD MISSOURI2ION A.5.5 Liquidated Damages: Owner and Contractor recognize that time is of the essence of this Agreement and the Owner will suffer financial loss if the Work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner Four Hundred Fifty Dollars ($450.00) for each day that expires after the time specified in Paragraph 3 for Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the time specified in Paragraph 3 above for final payment or any proper extension thereof granted by Owner, Contractor shall pay Owner Four Hundred Fifty Dollars ($450.00) for each day that expires after the time specified in Paragraph 3 for completion and readiness for final payment. On receipt of an approved payment request, the Owner will make all the required internal review. The Owner will make every effort to pay the Contractor within 30 days, but the owner can not guarantee this 30 day period can be met each time. The Owner shall make partial payments to the Contractor on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the Contractor, LESS the retainage provided in the General Conditions, which is to be withheld by the Owner until all work within a particular pan has been performed strictly in accordance with this Agreement and until such work has been accepted by the Owner. That upon submission by the Contractor of evidence satisfactory to the Owner that all payrolls, material bills, and other costs incurred by the Contractor in connection with the construction of the work have been paid in full, final payment on account of this Agreement shall be made within 60 days after the completion by the Contractor of all work covered by this Agreement and the acceptance of such work by the Owner. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the Owner shall deem the Surety or Sureties upon such bond to be unsatisfactory or if, for any reason such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at his expense, within 5 days after the receipt of notice from the Owner, furnish an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be satisfactory to the Owner. In such event, no further payment to the Contractor shall be deemed to be due under this Agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the Owner. FY962165 Section 00500 - 2 OLD MISSOURI/ZION 4.5.6 8. No additional work or extras shall be done unless the same shall be duly authorized by appropriate action by the Owner in writing. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and date first above written, in three (3) counterparts, each of which shall, without proof or accounting for the other counterpart be deemed an original Contract. SEAL: WITNESSES: Title CITY OF FAYETTEVILLE. ARKANSAS ATTEST: OWNER Clerk Fred Hanna, Mayor By FY962I65 Section 00500 - 3 OLD MISSOURI/ZION A.5.7 BIDDERS LIST CITY OF FAYETTEVILLE FAYETTEVILLE PROJECT 99-19 ZION AND OLD MISSOURI ROAD INTERSECTION IMPROVEMENTS CONTRACTOR TOTAL BASE BID TOMLINSON ASPHALT CO, INC. 5484,948.75 TOWNSHIP BUILDERS $544,296.00 WILLIAM G. SWEETSER $551,277.00 MOBLEY CONTRACTORS $571,062.49 MITCHENER EXCAVATION, INC. $589,249.00 APAC ARKANSAS, INC. MCCL[NTON-ANCHOR DIV $624,888.00 Note: Low bid is less than Engineer's Estimate. MCE FY962165 OLD MISSOURLIZION and Old Missouri Road Intersection Improvements A•5,8 i5 FAYETTEVILLE BID NO. 99-19 1999 2PM Items 2 3 4 S Description Ory. Unit An 271, 1997 Trench and Excavation Salety System I LS Trat& Control S Mantenance of TraBk I LS Mobiizalion I LS Clearing d Grubbing I LS Repave and Dispose al Existing Drainage Pipe. Headwalls. Curb S Gutter and etc I LS 8Kider 1 409407 er 2 39640699 TOMLINSON ASPHALT CO TOWNSHIP BUILDERS, INC. Unit Price $600.00 $21.88000 $180000 $9.300.00 $3.000 00 $100 $660 $4.25 $400 39 30 Extended $600.00 3218e000 $160000 $9](10.00 $3.000.00 Unit Price $.$.000.00 $9000.00 $9,47600 $6.000.00 3700000 Extended 34.00000 $900000 $9.47600 36000 00 5700000 7 e 10 ASpnallof Cone le Pavement Removal Milling of Asphalt Pavement Unclassified Excavation (Plan Quantity) Site Embankment from Unciasai/md Excavation (Plan Quantity) Select Borrow Embankment (Plan Quantity) 1560 SY 460 $Y 3400 CY 950 CY 2784 CV $2.16400 $3,006 00 $1145000 53.800 00 $22.171 ]0 $6.00 3600 $500 $700 $13 00 39]6000 5276000 S 1 ] 000 00 s0.sso 00 3]0.992.00 11 - Type l Concrete Ditch 65 LF $12200 $793000 $234.00 515.21000 12 Undercut and Backfdi with Select Fill 200 CY $1760 $2.520 00 31600 53.20000 13 Rack Excavallcn _ 150 CY $7500 $1125000 $2600 34.20000 14 2' Type It Asphalt Surface Course with Tack Coat I 550 TN $38 15 1 $20.982.50 $3900 $7145000 IS Ifi Pile II Aspha:l Binder Cause wan Prune Ccat 1 590 TN 1 $35.75 I Type 11 Aspnae Binder (Leveling Course) with Tack Coat I 6501 TN I $3620 $21,092.50 323.53000 I $4000 I $38 00 $23.600.00 524700 00 I? Class 7 Aggregate Base Course I 960 TN ! $1430 31372800 • $1700 $16 ]20 CA is (Concrete Curd and gutter j 1320 LF $685 $1168200 290 SY $3025 I $8.772 50 615j SY 322.101 $13.59150 108 LF $3455 $1409640 45 LF $5300 12385 00 9661 LF $10675 $105.25550 31100 $14,520001 19 20 21 22 23 Canape Driveway (fi" thick w76" Class 7 Base) _ _ 4- Concrete Sidewalk wMand,cap Ramps 18" RCP, Class 111 24- RCV Class is 174x57 RCPISE Class 111 331 00 32600 54500 35600 $10000 $8.990 00 $15.990.00 $18360.00 $2.52000 59850000 24 t6 Flared End Section w/Cunan wad 6 E $100000 5600000 $70000 $a 100.00 25 Wingwan Sta 10.22 LT I EA $5800.00 5580000 5620000 $6.200 CO 26 Wngwall SIa 9.98 RI I 300 EA EA LF $890000 58000 00 37,800 00 $4.50000 $120.00 37800.00 $450000 37600000 27 WngwaiiE Rasing Sta IB•]4 28 Iinstall Culler Drain and Concrete Encased PVC Piping 578]500 $383500 $8667 $26,00100 29 1Concrete Curb Inlet or Junction Box Typei 6 EA 31800.00 39.600 00 52,900.00 $1740300 30 a' Extended Curb Inlet Throat 5 _L__51600.00 EA $40000 $2000.00 $25000 S1.2S0O 31 I8Extended Curb Inlet Throat- 3 EA $70000 $200 ,1.00 $55000 S1 650 CO II 32 112 Extended Curb Inlet Throat 1 EA $100000 $100000 $800.00 $80000 33 Canc Curb Inlet or Junction Box Type 11 6 EA 12.20000 $1320000 $2000.00 $1740000 34 Conaele inlet R. Type III I EA 52.750 00 32.75000 $3.000.00 $3000 00 35 Adjust Existing Sanitary Manhole Ring and Cover 2' LA $772.50 $154500 $400.00 $300.00 36 IB- Steel Sewer Line Encasement 85 LF $74.15 $6.302.75 $14500 $12325.00 76A f0' PVC SDR-26 Sewer Line Replacement 90 LF $12.90 $1,16100 $2200 $198000 37 I8' Deep Rip Rap wih Geotextiie Fabric GS SY $2415 31 569.75 33500 $2,27500 38 Topsod Removal d Replacement 650 CY $12.65 $8.222.50 $600 $300000 39 Imported Topsoil ]00 CY $565 $1,69500 $1400 $4.20000 40 ISeednq, Feni:un9 d Mulching 1.5 AC=15$76565.00 $1500.00 $2,250.00 41 Solid Sodduig 40 SY8800 $400 $160.00 42 Remove. Maintain, and Relocate Traffic and Street Sgnage. 1 LS00 0032000.00 52.00000 43 Pavement Stripatg (4lvide)(Wtice or Yellow) 4970 LF79.60 $100$1970.00 44 Pavement Striping-Stopbars(12"wide) 40 LF52.00 $400 $160.0045 Pavement Striping Words or Anows 4 EA6000 $30000 $1.20000 46 Remove. Maintain and Relocate Mailboxes Include New 4x4 Wood Support Post 3 EA 350.00 3150 CO $60.00 $18000 47 Plant 2"-CTree 2 EA $38000, $76000 $1006 00 $350.00 $20.00 $70000 $2400.00 48 New 3 Rail Wood Fence 120 IF $840 49 4 Shand Barbed Wre Fence w/Metal Post 42 LF $630 326-460 $4.00 316800 50 Temporary A Strand Barbed Wire Fence w/Meal Post 50 LF 3550 3275.00 34.00 $200.00 51 8" 0900 PVC water Line 535 IF $16.50 38,82750 $1900 $10,165.00 52 53 54 55 6'0900 PVC Water Line 12' x e- Tapping Sleeve 8 Valve 6" x6 Tapping Sleeve d Valve Duc:de hen Fittings 45 I I 1500 LF EA EA LO $4325 $1250.00 $1,090.00 S] 70 $1,94625 $1.250 D0 1 3109 000 5555000 $1600 $2200.00 $1,600.00 $3.00 $720.00 32.20000 $160000 3450000 56 9 5e Water Lhe Aggregate Backldl t6' Steel Water Line Encasement 5 1/T. 3 Way Fire Hydrant Assembly 40 56 I TN IF EA $1905 $76.20 32.3 55 00 $762.00 $4,267.20 32.315 00 $12.00 $110.00 $480.00 36.16000 59 60 Water Meier Setting. Corp Stop and Saddle Y4' Copper Service Line $1800.03 51.800.00 4 150 Ea IF $437.75 $8.75 51,]51 00 $131250 $35000 $400 $140000 3600.00 61 62 Baled Straw Filter Barrier et Baled Straw Fixer Barrier a3 2C01LF 15 10701.E _ EA _ $500 $7500 $'COO 00 $1.12500 33.00 $1000 $60000 $15000 63 I Fser Fabric flamer $270 $2.781.00 $1.50 $154500 64 Rip Rap Filer Bonier TOTAL BASE BID (Items 1 -64) 1 70 TN $2500 $1.75000 S4 R4 94R 75 $35.00 52!5000 CSAA 7dd nn BID TABULATION FAYETTEVILLE Zion and Old Missouri Road Intersection Improvements MCE Project FY962165 FAYETTEVILLE BID NO. 99-19 Bid Date February 11, 1999 2PM OLD MISSOURI/ZION A.5.9 Item0 Description Ory, Unit Bidder 3 2747O9 BIo er b 71110%I WILLIAM G. SWEETSER MITCNENER EXCAVATION. INC. Unit Price Extended Unit Price Extended I Act 291, 1993 Trench and Excavation Safely System 1 LS $50000 $50000 $50000 $50000 2 Traffic Control & Maintenance of Traffic 1 LS $14.70000 $14,700.00 3]0000.00 $3000000 3 Mosdization I LS 51000.00 $1,00000 515.000,00 $15,000.00 4 Clearing & Grubbing - I LS $16,650.00 $16.65000 $9.00000 $9.000.00 5 Remove and Dispose of Existing Drainage Pipe, Headwa's. Curb & Gutter and etc. I 1560 460 LS SY SY $150000 $500 $6.10 $1,50000 31,80000 52.80500 $900000 $7.00 $900000 6 Aspia6 or Conaele Pavement Removal $10.92000 7 Milling of Asphalt Pavement $12.00 $5 520 CO 8 _ Unclassified Excavation (Plan Quantity) 3400 CY $5.75 $1955000 $10.00 $31 000 CO 9 Site Embankment from Unclassified Excavatioji (Plan Quantity) 950 CY 39.75 $9.252.50 $300 $2.850 CO 10 Select Borrow Embankment (Plan Quantity) 2384 CY $12.75 $30.396.00 $1000 $2364000 II Type l Concrete Ditch 65 LF $180.00 $11,70000 $175,00 $11]75.00 12 Undercut and Backill with Select Fill 200 CY 316.75 $335000 $1500 $3.000 00 13 Rock Excavation 150 CY $2500 33,75000 $2500 $]7501x) 14 2- Type 11 Asphalt Sunace Course vn:h Tack Coat I 550(TN $4200 523.100 00 1 53900 $21,450 00 'ft' II Asphalt Onder Course with Prime Coat 5901 TN $41.00 $24,190001 $4000 $23. G00.00 16 Type II Asphan ender (Leveling Cause) with Tack Coat j 650! TM $4100 526.65000 $36.00 324.70000 17 Class 7 Aggregate Base Course 9601 TN 51350 I $12.960001 $16.00 517.26000 $13.20000 18 Conaele Curb and guitar 1320 LF 1 $8 50 1 '111,2201x) $1000 19 (Concrete Dnveway (6 thick w/G' Class 7 Base) 290 5Y $28 00 I $8,120 00 $34 00 5986000 20 4' Conaete Sidewalk wMancieap Ramps I 6151 Sr $2400 $14,760.00 I $2600 $17.22000 21 18' RCP. Class 111 40811F $3200 $13.05600 32600 SI0,6C800 22 24'RCP. Class 111 A5ILF $5200 52.34000 54400 $196000 23 34 x 53 RCPHE Class III 986 LF $11400 $112404.00 I 594.00 592,68400 24 I8- Flared End Section w/Curtain Wall 6 EA $55000 $330000 $70000 $420000 25 Wngwall Sta 10.22 LT I EA $7.8;000 $780000 1 55.60000 5660000 26 Wingwall Sta 9.98R T I EA _ $10,800.00 $10,80000 $5,40000 $5.40.00 27 Wngwali & Railvtg Sta 18.34 1 EA $5 800 00 55.80000! $540000 $5.400 00 28 install Gutter Dran and Conaele Encased PVC_'ipwg 300 1F $138 50 $41 55000 1 $15000 _ 345000 00 29 Conaete Curb inlet or Junctwn Box Type 1 6 EA $2,500.00 515.00.00 I $260000 $15,600.00 30 a' Extended Curb Inlet Throat 5 EA $50000 $2500.00_j$100000 $5,000.00 31 8Extended Curb Inlet Throat 3 EA I $90000 $270000 52.00000 $6C00.00 32 17 Extended Curb Inlet Throat _ I EA $1300.00 $130000 $3.00000 $3.00000 33 Conc Curb Inlet or Junction Box Type 11 6 EA $260000 $1560000 $3,500.00 $21,00.00 34 Concrete Inlet a2. Type III I EA $300000 $300000 $5000001 $5.00000 35 Adjust Existing Sanitary Manhole Ring and Cover 2 EA $85000 $170000 $200.00 $40000 36 18- Steel Sewer Line Encasement 85 LF $7500 $637500 57800 $6 63000 36A 10' PVC SDR-26 Sewer Line Replacement 90 LF $12.75 $1,14750 $1250 51.12500 37 180 Deep Rip Rap with Geotextile Fabric 65 SY $35.00 $2,275 00 $2900 31.88500 38 Topsoil Removal& Replacement 650 CY $6.50 $4.22500 $10.00 $5.50000 39 I Imported Topsoil 300,CY 1 5 AC $12.50 $2.800.00 33.75000 $4.200.00 I $1000 $2500.00 5300000 53.75000 40 Seeding. Fend zing S Mulching 41 Solid Sodding 40 SY $600 $24000 $8.00 $32000 42 Remove, Maintain and Relocate Traffic and Street Signage. 1 LS $30000 $30000 $5,000.00 55.00000 43 Pavement 5viping (4Ynde)(While o Ye)ow) 4970 LF $0.70 $347900 $100 54.97000 44 Pavement Striping.Stopbars(IZ- wide) 40 IF $700 $280.00 $50.00 $200000 45 Pavement S:npitg Words or Arrows I a EA $32500 $130000 $250.00 $1,000.00 46 Remove, Maintain and Relocate Mailboxes Include New 4x4 Wood Support Pos: 3 EA I $15000 $450.00 510000 $20000 47 Plant 2-. A- Tree 2 EA $200.00 $400 00 $30000 560300 48 New 3Rad Wood Fence 120 LF $850 $102000 $10.00 $1.20000 49 4 Strand Barbed Wire Fence w6M eta! Post 42 LF $5.50 $231.00 $350 $147 00 50 Temporary 4 Strand Barbed Wee Fence w/Metal Pos: 50 IF $3 50 $175.00 $7.50 $17500 51 B' 0900 PVC Water line 535 IF $16.50 $0827 $0 $17.00 $9,095 00 52 6' 0900 PVC Water Line 45 __I$16.50 IF $4300 $1,93500 $4500 52,02500 53 12- x e- Tapping Sleeve &valve I $1250.00 $1,250.00 $140000 $1400.00 54 6- x 6' Tapping Sleeve 8 Valve I $1,160.00 $1.16000 51.20000 $1,000 00 55 Ductile Iron Fillings 1500 $7.70 $5.550.00 $4.00 56.1x70 00 56 Water Line Aggregate Oarxri0 40 TN $18.50 $740.00 $2000 $80000 57 I6SteelWater Line Encasement 56 LF $7500 $4.20000 $7500 $1,200.00 58 151R', 3 Way Fire Hydrant Assembly I EA $2.250.00 $2.250.00 $2.50000 52.50000 59 60 Water Meier Selling, Ccrp Stop and Saddle 3/4 Copper Service line 4 150 iia I LF $450.00 $8.75 31,800 00 $1,317.50 $50.00 SLOW $2,000.00 $150000 61 Baled Straw Filter Barrier al 200 LF $500 $1.00000 35.00 $100000 62 haled Sbaw Fitter Barrier s] 15 EA $8000 $170000 $1000 $150.00 G3 IF.ncr 64 Fabric Darner 1030 70 LF TN $SW 532.00 $5 150 W $300 $3.090.00 Rip Rap Filler Bamer $2.24000 52500 $1,75000 TfTpl Piter chi^'••,"_.- • C•' - OLD MISSOURUZION A,5.10 Wn1 Weill I vu. ue.a ... . f Missour) Road Intersection Improvements YETTEVILLE BID NO. 99-19 2PM tern / I 2 3 5 6 7 Description Act 291. 1993 Trench and Excavation Safety System TmMc Coned & Maintenance of Traffic Mobilization Clearing A Grubbing Remove and Dispose of Existing Drainage Pipe. Ileaawalls, Curb 6 Gutter Ord dc Asphalt or Concrete Pavement Removal MJl'ng of Asphalt Pavement thy. Unit 1 IS 1 LS I LS I LS I LS 1560 SY 460 SY BIdder ♦ 99 uwaet b 118412 MOBLEY CONTRACTORS. INC. APAC ARKANSAS. INC MCCIINTON.ANCHOR DIV. I Unit Price $600.00 $22698.00 $19.000.70 $465600 $3.132 00 1-405 $13.51 EitendeJ $60O0O 522,998 00 $19090.70 $!65600 33.13200 $6.31800 $8,214 60 Unit Price 12.500.00 120.00000 $15.000.00 $l0.000.00 $4.50000 $8 00 18 00 Eaund4d 10,00000 $3000000 $1500000 $1000000 $_50000 $1241000 $368000 a 9 Unc:assifed Excavation (Plan Ovanl.ry) Site Embankment lrom Urctasvfed Exraval:an (Plop Ouanry. ) 3400 9501 CY CY $6.22 $6.47 $2794800 $6.146 _so $1000 5700 534 000 00 SG d5o C0 10 Seiccl Bormw Embankment (Plan Quantity) 2384 CY $13]8 $31.421,12 5950 $7264860 11 Type l Concrete Oath 65 LF $132.18 $8.59170 $18000 511.70000 12 Undercut and Backfll with Select Fat 200 CY 519.58 __ $391600 $21.00 $_20000 13 Rock Excavation ISO CY $9.2000 $6200 59300 CC 14 2 Type II Asphalt Su Face Course with Tack Coat 550 TN •$6140 $3872 I-- $2129600 $45 Be S2450 OO IS TYIeiI Aspnall Binder Course with Pane Coat 590 1 650 TN TN 33996 $3793 $23.57640 524.651 50 54000 14600 52360000 IL Type II Asphalt Binder (Leveling Course) with Tack Coal 579.00003 17 Class 1 Aggregate Base Course 960 TN $1557 $14947201 $1750 $1680000 18 1 Concrete Curb and gutter 1320 LF $8 10 $10.692001 $850 511,22000 10 Concrete Onveway I6":hick w45" Class 7 Base) 290 615 SY 524 00 58.96000 $3350 59.71500 20 4' Conuete Sidewalk wriandicap Ramps SY S17 82 $22 06 i 51353000 21 18" RCP. Class Ill _� 40BILF $46.74 ______-$10,959.30 $1998592 $37001 $15.099600 22 24 RCP_ Class III 45 LF $6985 S3.I4325 $56.00 32.52000 23 34 a 53 RCPHE Classill_ 986 LF $10320 $10175520 $11600 5114]7600 24 18" Flared End Secaon wlCunam Wall 6 FA 5981.64 $588984 $1.10000 $660000 25 Wngwall Sla 10.22IT I FA $3,54.�282 $3542.87 111.80000 51190000 26 21 _ Wngwati Sta 9.96RT II EA $4655.191 $4.655.16 Wngwatt & RaiLng SL:I 18.34 ILEA I 54.09620 5409620 $6900001 56.90000 I 15400.00 15.40000 28 Iromu Guer Ormn and Concrete Encases PVC Piping I JOOILF $11307 $33,921 00 $17800 153,40000 29 Concrete Cum Inlet or Junction Box Type l GIEA $2.137 61 $12.62602 1 $270000 1 116,200 00 30 4 m 'Enem;eaCulN_etThroal )EA $628.95 $3.144.75 $480001 32.40000 3% 8Emended Curb inlet I hroat ______5 3 LA $1.2855.4 $3.85862 I $76000 I $2.28000 32 12' Extended Curb Inlet throat 1 CA $1652 JG $1,652.36 $118000 5.18000 33 Cone Curb inlel or Junction Box Type u 6 EA $1,637, II 5982284 $3.150.00 I $1890000 34 Concrete Inlet e2. Type IIl I EA 5436903 $436903 $460000 35 • 1Aatust Easung Sanitary Manhole Ring and Cover 2 F,A $82500 $165000 $780.00 -.$4600.60 $156000 36 36A lit Sleet Sewer Line Encasement 85 90 65 LF $7920 $673200 57500 56.37500 10" PVC SON -26 Sewer Line Replacement LF SY $1375 $3261 $1.23750 $2.132 65 $1300 $1.17000 37 IB" Deep Rip Rap with Geaextile Fabnc $3600 $7.34000 38 Topsoil Renwval&Replacement 650 CY $1364 $8,86600 $1000 56500.00 39 Imported Topsoil 300 CY $1383 $4.14900 $1900 $570000 40 Soening, Fergbiing a MVIU:i^9 _ 15 AC 12,158.80 $313820 52300 00 &3.450.00 41 Solid Sodding 40 SY $959 $38360 $11.00 $44004 47 Remove, Maintain. and Relocate TraB¢ and Street Sggnage. I LS $18.50400 318.504 00 $2.000.00 $2.000 00 43 Pavement Striping (4wiae)(V ute or Yellow) 4970 I.F $0.77 $3,826.90 $0.70 $3.479 00 44 Pavement Striping-Stophars (I wide) 40 LF $7.20 5209.00 $1,440.00 1825 $31500 $25000 1126000 45 Pavement Slnping Words or Mows 4 EA $36000 48 Remove, Maintain and Relocate Mailboxes Include New 4x4 Wood Support Post 3 EA $153 38 $460.14 $15000 000 41 Plant 2 - -."Tree 2 EA $60000 $1200.00 $100000 000 48 New 3 Red Wood Fence 120 LF 5900 $108000 $900 000 49 4 Strand esmed Wre Fence -'Metal Post 42 LF $2.70 $113 40 $350 700 50 Temporary 4 Strand Bamea Wre Fence wf.Ietal Post 50 LF $3 60 $18000 $350 500 Sl 8" C900 PVC Water Line 535 LF $1160 $9.41600 $1100 500 52 9' C900 PVC Wafer Line 45 LF $4620 $207900 $43.00 $1,935.00 d$2.3� 53 IYxa" Tapping Sleeve a valve I EA $134200 $1.342.00 $1,75000 000 54 0" x 6" Tapping Sleeve & valve t EA $116600 $1,166.00 51.100 00 03 55 Ductile Iron Filling, 1500 LB $396 &594000 $375 500 56 Water Line Aggregate BaCM6lI 40 TN $2035 $81400 $1900 00 57 I6" Steel Water true Encasement 56 LF $81 40 $4 558 40 I $77.00 $4,317 00 56 5 12", 3 Way Fie Hydrant Assembly I EA $2475.00 $247500 $2.300.00 .0059 Ws10 Meier Semng, Corp Slop and Saddle 4 Ea $46].50 $1 81000 $440 00 W 60 GI 314' Cooper Sernce Line • Baled $vow Filter Banter et 1501F 200 LF $1020 $3.39 $1.53000gS3 $67800 $1,35000 $60000 62 Baled Straw Filer Banter v3 1 S EA $64.25 $96375 11.350006] FJIer Fabnc Boma 101011E 546] $!78890 $2.19100 $5.1500064 $2,10000TOTAL Rip Rap FJIer Barer 70 TN $31.30 BASE BID (Items 1 -64)$571,062.49 $624,888.00 OLD MISSOURI/ZION NOTICE OF SELECTION TO: TOMLINSON ASPHALT CO., INC. 1411 W. VanAsche Fayetteville, AR 72704 PROJECT DESCRIPTION: Zion and Old Missouri Road Intersection Improvements 99-19 The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for Bids dated February 11, 1999 and Instructions to Bidders. You are hereby notified that your BID of $484,948.75 has been selected for consideration by the Fayetteville City Council. You are required by the Instructions to Bidders to execute the Contract and furnish the required CONTRACTOR'S Performance BOND, Payment BOND, and certificates of insurance within fifteen (15) calendar days from the date of this Notice to you. Furnish six original copies of each document leaving the Contract and Bonds undated. If you fail to execute said Contract and to furnish said BONDS and certificates within fifteen (15) days from the date of this Notice, said OWNER will be entitled to consider all this rights arising of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF SELECTION to the OWNER. µ Dated this / 6 day of Fes. , 1999. McCLELLAND CO SULTFNGENG� ERS, INC. By D- ____ Arnold Rankins, P.E. Project ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF SELECTION is hereby acknowledged by this the day of , 199_ By Title_ FY962165 Torn\�ASor\ Cha��e orcer •no, I o STAFF REVIEW FORM AGENDA REQUEST _ _ CONTRACT REVIEW GRANT REVIEW For the Fayetteville City Council meeting of Mayor's Approval Only Sid Norbash Xi1n/ Engineering Public Works Name Division Department ACTION REQUIRED: Approval of Change Order No. 1 to the Construction Contract with Tomlinson Asphalt Co., Inc. for Old Mo. Rd. & Zion Rd. Intersection Improvements. COST TO CITY: (, i17 S12,785.34 S""i1 '" """ 561.25 Contg Old Mo. & Zion Int. Imnvts. Cost of this Request Category/ ro'ect Budget Category/Project Name 3 e9p oco) 4470-9470-5809-00 c '123:^o0 Street Improvements Account Number Funds Used To Date Program Name 6vdz� 97027-0020 S4__ _ - Sales Tax Project Number Remaining Balance Fund BUDGET 7EW: X Budgeted Item Budget Adjustment Attached Budget coordinator Administrative Services Director CONTRACT/GRANT/LEASE REVIEW: GRANTING AGENCY: t, J rX14 ) Acc untin M ager Datey,,,Inrnal rdinator.., Date City Attorn� Date Auditor Date VJ R -a -O Purchasing Officer Date STA F RECOMMENDATION: Approval o the Change Order #1. �✓tno 2 D ision Head Date Cross Reference New Item: Yes_ No X De rtment Director Date Prev Ord/Res #: __ go - Ad inist ative S vices Director Date 3/ al Contract #: Mayor Date 4 FAYETTEVILLE THE CITY OE EAYETTEVIEEE. ARKANSAS DEPARTMENTAL CORRESPONDENCE To: Fred Hanna, Mayor Thru: Charles Vendable, Public Works Director Jim Beavers, City Engineer From: Sid Norbash, Staff Engineer Date: February 24, 2000 Re: Old Mo. Rd. & Zion Rd. - Intersection Improvements Change Order No. I Attached Change Order has been necessitated and justified per attached correspondence by McClleand Consulting Engineers. This change order increases the amount of the contract by S12,785.34, which will he funded with the approved contingency amount. The Staff requests approval of the attached Change Order No. 1. This will be the final change order, as this job will be finalized by the end of February. SN/sn attachments RESOLUTION NO.36 A A RESOLUTION AWARDING BID NO. 99-19 IN THE AMOUNT OF $484,948.75, PLUS A 10% CONTINGENCY AMOUNT OF $48,501.25 TO TOMLINSON ASPHALT COMPANY FOR THE OLD MISSOURI ROAD AND ZION ROAD INTERSECTION IMPROVEMENTS; AND APPROVING A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council hereby awards Bid No. 99-19 in the amount of $484,948.75, plus a 10% contingency amount of $48,501.25 to Tomlinson Asphalt Company for the Old Missouri Road and Zion Road intersection improvements; and authorizes the Mayor and City Council to execute a contract for said amount. A copy of the contract is attached hereto marked Exhibit "A" and made a part hereof. Section 2. The City Council hereby approves a budget adjustment in the amount of $215,000 increasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97027 20 by decreasing Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 97030 20. A copy of the budget adjustment is attached hereto marked Exhibit "B" and made a part hereof. 1' 1SSJ D AND APPROVED this 2'" day of March, 1999. f �/ t . +� • ; ^ APPROVE By: _fl�ei��jyy� `l��'�a�,�. y. - •�f Fred Hanna, Mayor ATTEST: By: Heather Woodruff, City Clerl R!CC[EOMW MAR 2 5'Q39 u CHANGE ORDER Order No. Date: 1-25-00 Agreement Date: March 2, 1999 NAME OF PROJECT: Zion and Old Missouri Road Intersection Improvements OWNER: City of Fayetteville CONTRACTOR: Tomlinson Asphalt. Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: 1. Install Filter fabric for soft ditch area at STA. 1 5+50 to STA. 16+50 133.33 SY @ $1 .25/SY. Add....S l6d.63 2. Additional Materials Testing Cost and Field Staking Cost. Add. ..S1,708.93 3. Cleanup ditch and remove excavated material from City crews repair of existing 10" sanitary sewer line east of Old Missouri Road. One day for crew, flaggers, lease trucks and equipment. Add ... 52,425.16 4. Excavator rent to City Sewer Department for repair of 10" sewer line. $10 hr. @ 50/hr. Add...$500.00 S. Installation of 3" conduit by boring for future traffic signal. 123 LF @ $37.00. Add...$4,551.00 6. Install 4" PVC, fabric & filter rock in French Drain along south side of Zion Road from STA. 10-197 to STA. 11+82. Add ...51,478.00 7. Remove reinstall flared end section and 1 8" RCP, remove concrete inlet wall and re -grout around pipe due to interference with water line. 10.5 hr labor and equipment. Add ...S1 ,378.00 8. Adjust 4" sewer service to office building south of Zion Road due to grade conflict with 42" RCP. Add... $594.00. 9. Install 20SF of Keystone Wall above flared end section at STA 1 3-1 58, 14 ft right on Old Missouri Rd. Add...$641 .00 10. Install inlet protection grates at six (6) flared end sections. Add. ..$ 1,1 10.00 1 1 . Adjust the unit price bid items for the quantity of each item used per attached final quantity at the unit cost and extended totals. Bid amount $484,948.75 - Final Work Completed $483 181.37. {Per Pay Estimate No. 8 (Final)}. Subtract...($1,767.38) H:\96\96165\CHANGEORDER\coxl.wpd:jm - 1 1 CONTRACT PRICE prior to this Change Order: 5 484,948.75 Increase in Contract Price for Additional Items 5 14,552.72 Decrease in Contract Price for Unit Quantities S ( 1 ,767.38) Net Increase from this Change Order $ 12,785.34 Contract Price including this Change Order $ 497,734.09 Final Completion Time Prior to This Change Order 180 Calendar Days Final Completion Resulting From This Change Order 220 Calendar Days Change to CONTRACT TIME: The CONTRACT TIME will be (increased) (decreased) by 40 calendar days. Approvals Required: To be effective this Order iust be appr by the Owner if it changes the scope or objective or the PROJ��T, or as may the ise be required by the GENERAL CONDITIONS. VI Requested by: Recommended by: Approved by: p0 -2-CO H:\96\96165\CHANGEORDER\co#l.wpd:jm - 2