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WA9601B-AG 981208~.~T~T~,,,z~,..~z~=~ AGENDA REQUEST CITY COUNCIL MEETING: December 19! ITEM # ITEM CAPTION: Consider apnroval of awardim~ Bid/Contract #O 1098-01 to Fox Contractors, Inc. in the amount of $912,243.50 for the construction of the Sandy Lake Road Water Line Project #WA 96-01; and authorizing the Mayor to sign. APPROVED BY C TY COUNCIL DATE _ SUBMITTEl) BY: Ken Griffi., ~.~. ~ ~ ~~~ · TITLE: Director of Engineering~ublic Wor~ ~~ STAFF RECOMMENDS: APPROVAL STAFF COMMENTS: See attached memo. BUDGET AMT. $ AMT. EST. $ +/- BUD:$ FINANCIAL COMMENTS: Funds for this contract have been allocated in the Water/Sewer CIP Accounts. DIR. INITIALS: 19 FIN. REVIEW: ~ CITY MANAGER REVIEW: Agenda Request Form - Revised 3/98 Document Name: #eng6 MEMORANDUM FROM THE DEPARTMENT OF ENGINEERING To: Mayor and City Council From: Ken Griffin, P.E., Director of Engineering and Public Works ~ RE: Consider approval of awarding Bid/Contract #Q 1098-01 to Fox Contractors, Inc. in the amount of $912,243.50 for the construction of the Sandy Lake Road Water Line Project #WA 96-01; and authorizing the Mayor to sign. Date: December 8, 1998 Ten bids were opened on Tuesday, October 27, 1998 at 2:00 p.m. Shimek, Jacobs & Finklea, the consulting engineer on this project, recommends awarding the construction contract for the Sandy Lake Road 24" water line to the low bidder, Fox Contractors, Inc. of Midlothian, Texas, in the mount of $912,243.50. The construction time is set at 200 calendar days with an estimated start of construction in January 1999. The anticipated completion time will be approximately July 1999. This 24" water line is the water supply to the new 2 million gallon elevated storage tank being constructed on the west side of Coppell. The City of Coppell is still negotiating several easements necessary for the construction of the water line, however because of a long lead time by Gifford-Hill in the fabrication of the concrete pipe, we are awarding this project while we continue to negotiate for the easements. In worst case scenario, we may be forced to utilize the process of eminent domain to acquire the easements to insure that the project can proceed in an expeditious manner, with completion to coincide with the completion of the second elevated storage tank. Staff recommends awarding the contract to Fox Contractors, Inc. in the amount of $912,243.50 and will be available to answer any questions at the council meeting. "CITY OF COPPELL ENGINEERING - EXCELLENCE BY DESIGN" " r CITY OF COPPELL, TEXAS Sandy Lake Road Water Line Wagon Wheel Ranch Elevated Tank to Denton Tap Road BID TABULATION Bids Received at 2:00 p.m., Tuesday, October 27, 1998 Contractor Total Amoun~ Bid 1. Fox Contractors, Inc. Post Office Box 951 Midlothian, Texas 76065 $912,243.50 2. Patco Utilities, Inc. 1617 W. Pioneer Pkwy. Grand Prairie, Texas 75051 $965,969.65 3. Mike Albert, Inc. P. O. Box 211044 Bedford, Texas 76095 $1,028,463.30 4. SCAVA Ltd. Partnership 419 E. Hwy. 80 Mesquite, Texas 75150 $1,071,352.10 5. Mastec North America 8700 Stemmons Frwy., #125 Dallas, Texas 75247 $1,087,675 o00 6. S.J. Louis Const., Inc. P. O. Box 202384 Arlington, Texas 76006 $1,124,046.50 7. Atkins Bros. Equip. Co., Inc. 918 W. Marshall Grand Prairie, Texas 75051 $1,153,g97AO 8. John Bums Construction Company of Texas, Inc. P. O. Box 117 Lewi sville, Texas 75067 $1,154,000.00 9. Jackson Construction, Inc. 5112 Sun Valley Dr. Ft. Worth, Texas 76119 $1,178,713.50 10. Architectural Utilities, Inc., dba AUI General Contractors 300 W. Ramsey Fort Worth, Texas 76110 $1,275,288.90 TABULATION OF BIDS moov aw_o.E mn oF RID ov Data: October 27, 1~98 PROJECT: CITY OF COPPELL, TEXAS SH]jV[EK., JACOBS & FINKLEA, L,L,P, Fox Contactors, Inc. Patco Utilities, Inc. Mike Albert, Inc. SCAVA Ltd. Partnership Sandy Lake Road Water Line CONSULTING ENGINEERS P.O. Box 951 1617 W. Pioneer Pkwy. P.O. Box 211044 419 E. Hwy. 80 Wagon Wheel Ranch Elevated Tank to Denton Tap Road Dallas, Texas Midlothian, Texas 76065 Grand Prairie, Texas 75051 Bedford, Texas 76095 Mesquite, Texas 75150 UNIT BID UNIT BID UNIT BID UNIT BID DESCRIFTION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSItF For Furnishing and Installing 24-Inch Water Line includin8 Embedmeat $ 59.50 $ 507,713 ,S0 $ 63.20 $ 539,285.60 $ 63.60 $ 542,698.80 $ 74.00 $ 631,442.00 24-Inch Water Line by other than Open Cut $ 265.00 $ 77,380.00 $ 227.50 $ 66,430.00 $ 305.00 $ 89,060.00 $ 200.00 $ 58,400.00 For Furnish .e, Install 24" Water Line with 36-Inch 3/16" Thick Steel Encasement Pip~ by S 300.00 $ 56,700.00 S 29~.00 S 55,755.00 S 350.00 $ 66,150.1343 S 284.00 $ 53,676.00 Installing 24-1nch Water Line with ConcreteEncasetnent S 90.00 S 17,910.00 S 88.75 $ 17,661.25 $ 105.00 S 20,895.00 ll0.00 S 21,890.00 For Fumish& Install 24-Inch Water Line with Class "B' Embedment and Flowable Backfill $ I 12.00 $ 45.584.00 $ 156.50 $ 63,695.50 200.00 $ 81,400.00 105.00 $ 42,735.00 Installing 16-Inch RCCP or PVC Waterline with Embedmeat $ 37.50 S 675.00 425.00 $ 7,650.00 48.00 $ 864.00 S 1.00 S 918,00 12-1nchPVCWsterlinewithEmbedment S 27.00 $ 8,208.00 33.50 $ 10,184.00 30.00 $ 9,120.00 42.00 $ 12,768.00 r Furnishing and Installing 12-Inch PVC of DIP Waterlinc by other than Open Cut $ 70.00 S 2,450.00 135.00 S 4,725.00 270.00 S 9,450.00 S 175.00 S 6,125.00 8-1nchPVCWatarLinewithEmbedrncnt $ 18.50 S 2,312.50 36.10 S 4,512.50 28.00 $ 3,500,00 S 33.50 $ 4,187.50 6-1neh D.I.P. Water Line with Embedmeat $ 22.00 S 1,628.00 23.50 S 1,739.00 30.00 $ 2,220.00 $ 40.00 $ 2,960.00 24-Inch Buttertly Valve $ 5,500.00 S 38,500.00 6,395.00 S 44,765.00 6,000.00 $ 42,000.00 $ 4,850.00 $ 33,950.00 For Furnishing and Installing 12-Inch Gate Valve $ 1,000.00 S 5,000,00 1,365.00 ! S 6,825.00 1,400.00 $ 7,000.00 $ 1,800.00 $ 9,000.00 and Installing 8-Inch Gate Valve S 600.00 S 4,800.00 685,00: S 5,480.00 1,000.00 $ 8,000.00 $ 1,200.00 $ 9,600 For Furnishing and Installing 6-Inch Gate Valve $ 480.00 S 1,920.00 510.00 S 2,040.00: 900.00 $ 3,600.00 $ 950.00 $ 3,800.b~ For Furnishing and Installing 8' x 8= Tapping Sleeve and Valve 1 ,gO0.00 S 9,500,00 $ 2,025,00 $ 10, 125.1)0 1,800.00 $ 9,000.00 1,800.00 $ 9,000.00 For Furnishing and Installing 12* x 12" Tapping Sleeve and Valve 2,700.00 $ 2,700.00 ! $ 3,210,00 $ 3,210.00 2,700.00 $ 2,700.00 $ 3,000.00 $ 3,000.00 For Furnishing and Installing 16" x 16" Tapping Sleeve and Valve 6,000.00 S 6,000.00 $ I 1,000.00 S I 1,000.00 8,600.00 $ 8,600.00 S 6,000.00 $ 6,000.00 For Furnishing and Installing 3-Inch Air & Vacuum Release Valve 3,500.00 $ 14,000.00 $ 2,950.00 S I 1,800.00 3,600.00 $ 14,400.00 $ 3,600.00 $ 14,400.00 6-Inch Blow-OffValvc 2,000.00 S 8,000.00 $ 1.550.00 $ 6,200.00 1,400.00 $ 5,600.00 S 1,150.00 S 4,600.00 24-inch Dished-Head Plug 1.500.00 $ 1,500.00 S 1,500.00 S 1,500.00 1,800.00 ~ $ 1,800.00 $ 1,750.00 $ 1,750.00 3 Existing 24-inch Water Line S 4,000.00 ! S 12,000,00 S 7,500.00 S 22.500.00 $ 4,200.00 S 12,600.00 $ 6.500.00 $ 19.5OO.00 t~cewemeso'ewa~a~-:t.~ e Page I of 6 TABULATION OF BIDS BiO 01~ nan OF nap OF BID Date: 0ctobcr 27, 1998 PROJECT: CITY OF COPPELL., TEXAS SJI]]%[EK~ JACOBS & FINK1L, EA, L.L.P, Fox Contnctors, Inc. Patco Utilities, Inc. Mike Albert, Inc. SCAVA Ltd. Parmcrship Sandy Lake Road Water Line CONSULTING ENGINEERS P.O. Box 951 1617 W. Pioneer Pkwy. P.O. Box 211044 419 E. Hwy. 80 Wagon Wheel Ranch Elevated Tank to Denton Tap Road Dallas, Texas Midlothian, Texas 76065 Grand Prairie, Texas 75051 Bedford, Texas 76095 Mesquite, Texas 75150 APPROX!~tATE UNIT BID UNIT BID UNIT BID UNIT BID QUANTITIES UNIT DESCRIPTION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENS[O[~, I Ea. For Connecting to Existing l0-1nch Water Line [$ 1,700.00 $ 1,700.00 S 750.00 $ 750.00 S |,000.00 $ 1,000.00 $ 1,023.00 $ 1,023.t,, I Ea. For Connecting to Existing 8-1nch Water Line i $ 1,000.00 $ 1,0430.00 $ 700.00 $ 700.00 $ 1,000.00 S 1,000.00 $ 975.00 $ 975.00 I Ea. For Cutting and Plugging Existing IO-Inch Water Line S 700.00 $ 700.00 S 250.00 $ 250.00 $ 1,000.00 $ I ,OOO.00 S 750.00 S 750.00 4 Ea. For Cutting and Plugging Existing 8-Inch Water Line S 700.00 $ 2,800.00 $ 500.00 $ 2,000.00 $ 1,000.00 $ 4,000.00 $ 750.00 S 3,000.00 2,830 Lbs. For Furnishing and Installing Ductile Iron Fittings S 2.75 $ 7,782.50 $ 1.65 $ 4,669.50 $ 1.50 $ 4,245.00 $ 3.50 $ 9,905.00 90 S.Y. For Removing and Replacing Existing Concrete Pavement $ 45.00 $ 4,050.00 $ 51.65 $ 4,648.50 $ 65.00 $ 5,850.00 $ 100.(N $ 9,000.00 315 S.Y. For Removing and Replacing Existing Asphalt Pavement $ 32.130 $ 10,080.00 S 37.50 $ 11,812.50 $ 55.00 S 17,325.00 $ 90.00 $ 28,350.00= 15 S.Y. For Removing and Replacing Existing Gravel Drive $ I 0.00 $ 150.00 $ 7.50 ! S 112.50 $ 24.00 , $ 360.00 $ 40.00 $ 600.00 12 L.F. For Removing and Replacing Existing Concrete Curb and Gutlcr $ 30.00 $ 360.00 $ 25.00 $ 300.00 S 35.00 ~ $ 420.00 $ 30.00 S 360.00 56 S.Y. For Removing and Replacing Existing Concrete Sidewalk S 28.00 S 1,568.00 S 30.00 S 1,680.00 S 35.00 ' S 1,960.00 $ 100.00 S 5,600.00 40 L.F. ~For Removin8 and Replacing Existing Pipe Rail Fence $ 17.00 S 680.00 $ 15.00 $ 600.00 S 35.00 S 1,400.00 $ 85.00 $ 3,400.00 30 C.Y. For Extn Concrete for Encasemeat S 100.00 S 3,000.00 ~ S 75.00 $ 2,250.00 S 70.00 S 2,100.00 $ 70.00 $ 2,100.00 30 C.Y. For Extn Crushed Stone for Embedmeat $ 23.00 $ 690.00 $ 15.50 $ 465.00 S 20.00 $ 600.00 $ 20.00 $ 600.00 I L.S. :For Furnishing, Installing, Maintaining and Removal of Erosion Control Devices S 5,000.00 S 5,000.00 $ 5,000.00 $ 5,000.00 $ 9,000.00 ~ $ 9,000.00 $ 10,000.00 $ lO,0O~ I L.S. :For Furnishing, lnstalling and Maintaining Tra~ic Control Devices $ 7,000.00i$ 7,000.00 $ 3,550.00 $ 3,550.00 $ 7,_q)O.00 $ 7,500.00 $ 15,000.00 $ 15,000.00 9,406 L.F. For Designing and Installing Trench Safety Systems $ ZOO $ 18,812.00 $ 1.00 $ 9,406.00 S 1.00 [ $ 9,406.00 $ 1 .IN) $ 9,4.06.00 Furnish & Install Bermuda or St. Augustine Gins Solid Block Sod, including Fcnilizcr& 3,778 S.Y. Watering $ 5,00 $ 18,890.00 [ $ 5.10 $ 19,267.80 $ 5.00 $ 18,890.00 S 4.70 $ 17,756.60 15 Ea. For Replacing Sprinkler Heads $ 100.00 $ 1,500.00 ! S 15.00 $ 225.00 $ 50.00 S 750.00 $ 55.00 S 825.00 200 L.F. For Removing and Replacing l-Inch or 2-Inch lmSarion System Lines $ 10.00 $ 2,000.00 $ 6.00 $ 1,200.00 S 5.00 $ 1,000.00 $ 15.00 $ 3,000.00 TOTAL AJVIOUNT BID (Items I Through 40) $ 912,243.50 $ 965,969,65 $ 1,028,463.80 $ 1,071,352.10 TABULATION OF BIDS mo or BIB BY mn or mo or Date: October 27, 1998 John Bums CoPslnaction PROJECT: CITY OF COPPELL, TEXAS SHL~I~ JACOBS & FINKLEA, L,L,P, Maste~ North America S.J. Louis Const., Ine. Alkins Bros. Equip. Co., Inc. Company of Texas, Inc. Sandy Lake Road Wster Line CONSULTING ENGINEERS 87OO Stemmons Frwy., #12~ P.O. Box 202384 918 W. Marshall P.O. Box 117 Wagon Wheel Ranch Elevated Tank to Dcneon Tap Road Dallas, Texas Dallas, Tcxas 75247 Arlington, Texas 76006 Grand Prairie, Texas 75051 Lewisvillc, Texas 75067 NO. QUANTITIES UNIT DESCRIPTION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSIO' I 8,533 L.F. !For Furnishin8 and Instilling 24-Inch Waltr Line including Embcdmcnt S 71.00 S 605,843.00 S 70.00 $ 597,310.00 $ 78.00 $ 665,574.00 i $ 76.00 $ 648,508.~J 2 292 L.F. For Furnishing and Instillin8 24-inch Water Line by other than Open Cut S 275.00 $ 80,300.00 S 350.00 ~ $ 102,200.00 S 215.00 $ 62,780.00 S 2 [ 1.00 $ 61,612.00 For Furnish & Instill 24' Water Line with 36-Inch 3/16' Thick Steel Encascment Pipe by 3 189 L.F. other than Open Cut S 275.00 $ 51,975.00 $ 350.0( S 66,150.00 S 200.00 $ 37,800.00 $ 325.00 $ 61,425.00 4 199 L.F. For Furnishing and Instilling 24-Inch Water Line with Concrete Encasemerit $ 115.00 S 22,885.00 $ 120.00 $ 23,880.00 $ 121.00 $ 24,079.00 e $ 170.00 $ 33,830.00 5 407 L.F. For Furnish &Install 24-Inch Water Line with Class 'B' Embcdmcnt and Flowable Backfill ~ $ 221.00 S 89,947.00 : $ 187.00 $ 76,109.00 S 353.00 $ 143,671.00 $ 244.00 S 99,308.00 6 18 L.F. For Furnishing and Instilling 16-Inch RCCP or PVC Waterline w~th Embedmerit $ 225.00 $ 4,050.00 $ 300.00 $ 5,400.00 $ 218.00 $ 3,924.00 S 157.00 S 2,826.00 7 304 L.F. For Furnishing and Instilling 12-Inch PVC Waterline with Embedrnent $ 45.00 $ 130680.00 $ 35.00 $ 10,640.00 $ 63.00 S 19,152.00 $ 72.00 $ 21,888.00 8 35 L.F. For Furnishin.8 and instilling 12-inch PVC or DIP Waterline by other than Open Cut S 180.00 ; $ 6,300.00 S 200.00 $ 7,000.00 $ 196.00 $ 6,860.00 $ 162.00 $ 5,670.00 9 125 L.F. For Furnishing and Installing 8-Inch PVC Water Line with Embcdmcnt S 4000 S 5,000.00 $ 32.00 $ 4,000.00 ~ S 58.00 $ 7,250.00 S 48.00 $ 6,000.00 I0 74 L.F. For Furnishing and Installing 6-1nch D.[.P. Water Line with Embcdmcnl S 46.00 $ 3,404.00 S 35.00 $ 2,590.00' $ 61.00 $ 4,514.00 $ 48.00 S 3,552.00 I I 7 Ea. For Furnishing and Installing 24-1rich Butterfly Valve S 5,500.00 S 38~00.00 S 4,600.00 $ 32,200.00 S 6.356.00 ! $ 44,492.00 $ 6,350.00 $ 44,450.00 12 5 Ea. ForFumishingandlnstallingl2-[nchGateValvc $ 1,250.00 S 6,250.00 S 1,O25.00 $ 5,125.00 $ 1,270.00 $ 6,350.00 $ 1,350.00 S 6,750.00 13 8 Ea. For Furnishing and Instilling 8-Inch Gate Valve S 775.00 $ 6,200.00 $ 650.00; S 5,200.00 $ 910.00 $ 7,280.00 $ 555.00 ! S 4,44c' ^'~ I - 14 4 Ea. For Furnishing and installing 6-Inch Gate Valve $ 600.00 $ 2,400.00 $ 400.00 $ 1,600.00 i $ 769.00 $ 3,076.00 S 680.00 S 2,72~. 15 5 Ea. For Furnishing and Instilling 8' x 8' Tapping Sleeve and Valve $ 2,650.00 $ 13,250.00 $ 2,100.00 $ IO,500.00 ! $ 1,421.00 $ 7,105.00 $ 2,450.00 S 12,250.00 16 I Ea. For Furnishing and Installing 12' x 12' Tapping Siceve and Valve S 4,000.00 S 4,000.00 $ 3,200.00 $ 3,200.00 $ 2,489.00 $ 2,489.00 $ 4,600.00 S 4,600.00 17 I Ea. For Furnishing and Installin8 16' x 16' Tappin8 Sleeve and Valve S 11,500.00 $ 11,500.00 S 8,200.00 $ 8,200.00 $ 7,320.00 S 7,320.00 $ 9,875.00 S 9,875.00 I g 4 Ea. For Furnishing and Instilling 3-Inch Air &Vacuum Release Valve $ 2,200.00 $ 8,800.00 $ 2,300.00 $ 9,200.00 S 2,456.00 S 9,824.00 S 4.575.00 $ 18,300.00 19 4 Ea. For Furnishing and Installing 6-Inch Blow-OffValve $ 1,500.00 S 6,0OO.OO $ 2,000.00 $ 8,000.00 S 2,229.00 $ 8,916.00 $ 1,275.00 S 5,100.00 20 I Ea. For Furnishing and lnstalling 24-[nch Dishcd-Hcad Plug S 850.00 $ 850.00 $ 1,500.00 $ I,$(30.00 $ 729.00 $ 729.00 $ 1,125.00 $ 1,125.00 2 [ 3 Ea. For Connecting to Existing 24-Inch Water Line S 3,750.00 S I 1,250.00 $ 5,000.00 $ 15,000.00 S 4.397.00 $ 13,191.00 $ 6,350.00 ! $ 19,050.00 $:~pdvs~l~aN.2.~ ~. l'~age 3 of 6 TABULATION OF BIDS mn ov am OF Bm OV nm Date: October27. 1998 John Bums Conslzuction PROJECT: CITY OF COPPELL, TEXAS SH]']VIZK~ 3ACOBS & FINKLEA, L.L.P. Mastec North Amedca S. ]. Louis ConsL, Inc. Arkins Bins. Equip. Co.. Inc. Company of Texas, Inc. Sandy Lake Road Water Line CONSULTING ENGINEERS 8700 Stemmons Fruny., #125 P.O. Box 202384 918 W. Marshall P.O. Box 117 Wagon Whccl Ranch Elevated Tank to Denton Tap Road Dallas, Texas Dallas, Texas 75247 Arlington, Texas 76006 GrandPrairie, Texas 75051 Lcwisville, Tcxas 75067 II I II II I 11" I APPROXIMATE UNIT BID UNIT BID UNIT BID UNIT BID QUANTITIES UNIT DESCRIPTION PRICE EXTENSION PRICE EXTENSION PRICE EXTENSION PRICE EXTENe~ir 22 I E~ ]For Connecting to Existing IO-Inch Water Line $ 1,250.00 $ 1,250.00 $ 2,000.00 $ 2,000.00 $ 1,500.00 $ 1,500.00 $ 1,050.00 23 I Ea. For Connecting to Existing g-lnch Watcr Linc S 1,250.00 $ 1,2.50.00 S 1,500.00 S 1,500.00 S 800.00 S 80O.00 S 1,025.00 S 1,025.00 24 I Ea. For Cutting and Plugging Existing I 0-Inch Water Line $ 650.00 $ 650.00 $ 500.00 ! $ 500.00 $ 400.00 $ 400.00 $ 475.00 $ 475.00 25 4 Ea. For Cutting and Plugging Existing 8-Inch Water Line $ 500.00 $ 2,000.00 $ 500.00 ' $ 2,000.00 $ 400.00 $ 1,600.00 $ 450.00 $ 1,800.00 26 2,830 Lbs. For Furnishing and Installing Ductile Iron Fiaings $ 1.50 $ 4,245.00 $ 1.25 $ 3,537.50 $ 0.25 $ 707.50 $ t.20 $ 3,396.00 27 90 S.Y. For Removing and Replacing Existing Concrete Pavement S 75.00 $ 6,750.00 $ 75.00 $ 6,750.00 $ 64.00 $ 5,760,00 $ 64.50 $ 5,805.00 28 315 S.Y. For Removing and Replacing Existing Asphalt Pavement $ 90.00 $ 28,350.00 $ 60.00 $ I g,900.00 $ 51.00 $ 16,065.00 $ 65.00 $ 20,475.00 29 15 n S.Y. For Removing and Replacing Existing Gavel Drive ! S 18.00 $ 270.00 [ $ 5.00 $ 75.00 $ 48.00 $ 720.00 $ 20.00 $ 300.00 30 12 L.F. For Removing and Replacing Existing Concrete Curb and Guncr $ 25.00 $ 300.00 $ 30.00 $ 360.00 $ 25.00 = $ 300,00 $ 10.00 $ 120.00 31 56 S.Y. For Rcmoving and Replacing Existing Concretc Sidcwalk $ 35.00 $ 1,960.00 $ 50.00 $ 2,800.00 S 36.00 $ 2,016.00 $ 29.00 $ 1,624.00 32 40 L.F. For Removing and Replacing Existing Pipe Rail Fence S 20.00 S 800.00 n $ 15.00 $ 600.00 S 6.00 $ 240.00: $ 16.50 $ 660.00 33 30 C.Y. For Extra Concrete for Encaserncnt S 10O.00, S 3,000.00 S 100.00 $ 3,000.00: $ 80.00 $ 2,400.00 $ 78.00 ~ $ 2,340.00 34 30 C.Y. For Extra Crushed Stone for Embcdmcnt $ 2 1.00 j $ 630.00 $ 25.00 $ 750,00 $ 17.00 $ 510.00 $ 20.00 S 600.00 35 I L.S. For Furnishing, [nstalling, Maintaining and Removal of Erosion Control Devices S 9,515.00 $ 9,515.00 $ 10,000.00 $ 10,000.00 S 5,000.00 $ 5,000.00 $ 2,500,00 $ 2,. 36 I L.S. For Furnishing, Installing and Maintaining Traj~c Conuol Devices S 3,500.00 S 3,500.00 $ 5,000.00 [ S 5,000.00 S 10,000,00 S 10,000.00 $ 18,000.00 S I 8,000.00 37 9,406 L.F. For Designing and Installing Trench Safety Systems $ 1.00 S 9,406.00 $ 6.00 $ 56,436.00 ] $ 0. I 0 $ 940.60 $ 1.00 $ 9,406.00 Furnish & Install Bermuda or SL Augustine Grass Solid Block Sod, including Fertilizer & 38 3,778 S.Y. Watering S 5.00 $ 18,890.00 $ 3.00 $ 11,334.00 S 4.00 $ 15,112.00 $ 2.50 $ 9,445.00 39 15 Ea. For RcPlacing Sprinkler Heads $ 75.00 $ 1,125.00 S 100.00 $ 1,500.00 $ 30.00 $ 450.00 $ 40.00 $ 600.00 40 200 L.F. For Removing and Replacing I-Inch or 2-Inch Imlation System Lines $ 7.00 $ 1,400.00 $ 10.00 S 2,000.00 $ I ~.00 $ 3,000.00 : $ 5.50 $ 1,100.00 TOTAL AMOUNT BID (Items I Through 40) $ 1,087,67~1,00 $ 1,124,046,50 $ IJ53,897,10 $ 1~154~000,00 Page 4 of c~ TABULATION OF BIDS nm oF nlo Date: October 27, 1998 Architectural Utilities, Inc. PROJECT: CITY OF COPPELL, TEXAS SH]~'[EK, JACOBS & FINKLEA, L,L,P, Jackson Const~ction, Inc. dtmi AUI General Contractors Sandy Lake Road Water Line CONSULTING ENGINEERS 5112 Sun valley Di. 300 W. Rarmey Wagon Wheel Ranch Elevated Tank to Denton Tap Road Dallas, Texas Ft. Worth, Tcxas 76119 Fort Worth, Texts 76110 NO. QUANTITIES UNIT DESCRIPTION PRICE EXTENSION PRICE EXTENSION I 8,533 LF. For Furnishing and Installing 24-Inch Water Liee including Embedmeat $ 76.00 [ $ 645,508.00 $ 84.50 $ 721,038.50 2 292: L.F. For Furnishing and Installing 24-Inch Water Line by other than Open Cut S 325.00 ] $ 94,900.00 $ 291.00 $ 84,972.00 For Furnish & Install 24" Water Line with 36-Inch 3/16' Thick Steel Encascn'~nt Pipe by 3 189. L.F. ~thertlmIOpenCut S 375.00 ! S 70,875.00: S 291.00 $ 54,999.00 4 199 L.F. For Furnishing and Installing 24-inch Water Line with Concrete Encasernent S 125.00 S 24,875,00; $ 117.00 S 23,283.00 5 407 L.F, For Furnish &Install 24-Inch Water Line with Class 'B" Embedmeat and Flowable Backfill $ 230.00 : S 93,610.00 ~ $ 265.00 S 107,855.00 6 18 L.F. For Furnishing and Installing 16-Inch RCCP or PVC Waterline with Embedmeat S 135.00 $ 2,430.00 i S 218.00 $ 3,924.00 7 304 L.F, For Furnishing and Installing 12-Inch PVC Waterline ~th Embedmeat S 62.00 S 18,848.00 S 44.00 S 13,376.00 8 35 L.F. For Furnishing and Installing 12-Inch PVC or DIP Waterline by other than Open Cut S 385.00 $ 13,475.00 ! $ 250.00 $ 8,750.00 9 125 L,F. For Furnishing and Installing 8-Inch PVC Water Line with Embedmeat S 55.00 ~ $ 6,875.00 ~ $ 40.00 S 5,000,00 10 74 L.F. For Furnishing and Installing 6-Inch D.I.P. Water Line with Embcdmcnt S 59.00 ~ S 4,366.00 $ 46.00 S 3,404.00 I I 7 Ea. For Furnishing and Installing 24-Inch Butterfly Valve S 5,100.00 ! S 35,700.00 $ 4,500.00 $ 31,500,00 12 5 Ea. For Furnishing and Installin8 12-Inch Gate Valve S 1,620.00 S 8,100.00 S 1,350.00 13 8 Ea. For Furnishing and Installing 8-Inch Gate Valve S 1,000,00 $ 8,000.00 S 850.00 S 6,800.00: 14 4 Ea. For Furnishing and Installing 6-Inch Gate Valve S 800,00 S 3,200.00 $ 690.00 S 2,760.00 15 5 Ea. For Furnishing and Installing 8' x 8' Tapping Sleeve and Valve $ 2,~00.00 $ 14,500.00 S 2,400.00 ] S 12,000,130 16 I Ea. For Furnishing and Installing 12' x 12" Tappins Sleeve and Valve $ 4,000.00 $ 4,000.00 $ 4,10000 ~ S 4,100.00 17 I Ea. For Furnishin.8 and Installing 16' a 16" Tapping Sleeve and Valve S 12,000.00 S 12,000.00 S 13,100,00 $ 13,100.00 18 4 Ea. For Furnishing and Installing 3-Inch Air & VieBum Release Valve $ 3,400.00 S 13,600.00 S 2,800.00 $ I 1,200.00 19 4 Ea. For Furnishing and Installing 6-1nch Blow-OffValve S 2,200.00 $ 8,800.00 $ i,700.00 $ 6,800.00 20 I Ea. For Furnishing and Installinn: 24-1nch Dished-Head Plug S 1,400.00 S 1,400.00 S 300.00 $ 300.00 21 3 Ea. For Connecting to Existing 24-1rich Water Line ! S 1,800.00 $ 5,400.00 $ 2,600.00 S 7,800.00 ~:~'..,~--t~sa,,p,~,abe-2~- · Page TABULATION OF BIDS nu} oF mn oF Dat~: October 27, 1998 Architectural Utilities, Inc. PROJECT: CITY OF COPPELL, TEXAS SH.[~I:EK~ JACOBS & FLNKLEA, L.L.P, Jackson Construction, Inc. dba AUI General Contractors Sandy Lake Road Water Line CONSULTING ENGINEERS S112 Sun valley Dr. 300 W. Ramsey Wagon Wheel Ranch Elevated Tank to Denton Tap Road Dallas, Tcxas Ft. Worth, Texas 76119 Fort Worth, Texas 761 I0 QUANTITIES UNIT DESCRIPTION PRICE EXTENSION PRICE EXTENSION 22 I Et For Connecting to Existing lO-Inch Water Line $ 1,000.00 $ 1,000.00 $ 1,300.00 $ 1,300.00 23 I Ea. For Connecting to Existing 8-1nch Water Line $ 700.00 $ 700.00 $ 1,300.00 $ 1,300.00 24 I Ea. For Cutting and Plugging Existing 10-Inch Water Line $ 1,100.00 S 1,100.00 S 800.00 $ 800.00 25 4 Ea. For Cutting and Plugging Existing 8-Inch Water Line $ 700.00 S 2,800.00 $ 800.00 $ 3,200.00 26 2,830 Lbs. For Furnishing and Installing Ductile Iron Fittings S 1.25 5 3,537.50 $ 1.70 $ 4,811 27 90 S.Y. For Removing and Replacing Existing Concretc Psvcmcnt $ 90.00 S 8,100.00 $ 93.00 $ 8,370.00i 28 315 S.Y. For Removing and Replacing Existing Asphalt Pavement $ 50.00 I S 15,750.00 $ 91.00 S 28,665.00 29 15 S.Y. For Removing and Replacing Existing Gravel Drive $ 16.00 ! $ 240.00 $ 22.00 $ 330+00 30 12 ~ L.F. For Removing and Replacing Existing Concrete Curb and Gutter $ 30.00 ~ S 360.00 $ 23.00 $ 276.00 31 56 ~ S.Y. For Removing and Replacing Existing Concrete Sidewalk $ 78.00 ! $ 4,368.00 $ 55.00 $ 3,080.00 32 40 L.F. For Removing and Replacing Existing Pipe Rail Fence $ 31.00 S 1,240.00 $ 22.00 $ 880.00 33 30 C.Y. For Extra Concrete for Encasemeat $ 1.00 $ 30.00 $ 90.00 $ 2,700.00 34 30 C.Y. For Extra Cn~shcd Stone for Embcdrncnt S 1.00 S 30.00 S 28.00 $ g40.O0 35 I L.S. [For Furnishing, Instelling, Maintaining and Removal of El'osion Contzol Devices $ 9,0OO.00 $ 9,000.00 $ 17,500.00 $ 17,.,q)O.O0 36 I L.S. For Furnishing, Installing and Maintaining Traffic Control Devices $ 6,000.00 $ 6,000.00 $ 18,000.00 $ 18,000.00 37 9,406 L.F. For Designing and Installing Trench Safety Systems $ 1.00 i $ 9,406.00 $ 2.40 $ 22.574.40 Furnish & Install Bermuda or St. Augustine Grus Solid Block Sod, including Fertilizer & 38 3,778 S.Y. Watering S 5.00 ; 5 18,890.00 $ 7.00 $ 26,446.00 39 15 ! Ea. For Replacing Sprinkler Heads $ I00.00 ! S 1,500.00 $ 127.00 $ 1,905.00 40 200 L.F. For Removing and Replacing I -Inch or 2-Inch Imgstion Systam Lines $ 6.00 $ 1,200.00 $ 13.00 $ 2,600.00 fOTAL AJ~IOUNT BID (Items I Through 40) $ !,lTg,713J0 $ 1,375,2gg.90 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR .. - ON THE BASIS OF A STIPULATED-PRiCE TH/S AGREEMENT is dated as of the - 8m. ""..-.~.- Dee. d-mb~ .... :'~ .,. - .. by and between the CITY OF COPPELL, TEXAS, a mleipal corporalion ~ and Fox Contractors, Inc. (herdhalter oatled) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, follows: '-'; Article 1, WORK CONTRACTOR shah complete all Work as specified or indicated in the Contract Documents, The Work This project is generally located along the south side of Sandy Lake Road. The proj of the constmclion of approximately 9,174 linear feet of 24-inch waterline by open cut, 257 feet of 24-inch waterline by other than open cut, 189 linear feet of 24--inch waterline with 36-inch encasement pipe, along with all related appurtenances including valves and fiatwork replacement. The work shall be as shown on the constmclion plans and shah consist of furnishing all. l~r,. equipment, tools and incidentals necessary to complete the work, including but not excavations; backfills, pipe, disposal of. waste materials, etc. as described in the specifications. ' The Project for which the Work under the Contract Documents may be the whole or only a part 'is generally described as follows: SANDY LAKE ROAD WATER LINE PROJECT NO. 96-01A -.. .. Article 2. ENG1/~TEE~ ' ' The Project has been designed by: Shimek, Jacobs & Finkle. a, L.L.P., Consulting Engineers, Texas. Contract administration will be provided by the City of Coppell Director of Engineering and Public' Works who is heroinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities and have the fights and authority assigned to ENGINEER in the Con~ :. Documents in connection with completion of the Work in accordance with the Contract 3.1. The Work will bc completed within the time specified by the Contractor in his proposal fi'om the date when the Contract Hme commences to 1'1111 as provided in Item 1.13 of the C_tcneral :Provisions, and completed and ready for final payment in acconlance with Item 1.51 ' of~e C-cncral Provisions. '- ' J:~l ' ' ' - - - ' - ] -29 ,,.. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that ~id of the this Agreement and that OWNER will suffer financial loss 'ff the Work is not compii~"~ within the time specified in the Contractor's proposal and in. paragraph 3.1 above, pins 'any extensions thereof allowed in accordance with Item 1.36 of the General Provisions. They also recognize the delays, expense and difficulties involved in proving in.a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not .completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agr~. thit nquidated damages is not considered as a p~halty, but ~'b~':ia~- ~taki:?~d''' ~ reasonable damages on a dai~y basis. com'RAcrm Item 1.36.1 LIQUDATED DAMAGES of the General Provisions for each day that after the time specified in paragraph 3.1 for Completion until the Work is complete. Article 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents in current funds subject to additions and deductions by Change Orders as provided in the contract documents in accordance with the unit prices listed in Sectionl~L~'/ Proposal and Bid Schedule. The contact sum shall be the mount of Nine Hundred Thousand, Two Hundred Forty-Three Dollars and Fifty. Cents ($912J.43.50).' The total tangible personal property cost (items incorporated into the project - nontaxable) included the contract sum is $ Article 5. PAYMENT PROCEDURES ! CONTRACTOR shall submit Applications for Payment in accordance with Item 1.51 of the Geiieral'[> "Provisions. Applications for Payment will be processed by ENGINEER as provided 5.1. Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the 25th day of each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in Item 1.51 of the General Provisions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule values, as provided in the General Provisions. ~ 5.1.11 Prior to Completion, progress payments will be made in an mount equal to the percentage indicated in Item 1.51.2 EF.,IAIIhlA.C~ of the General Provisions, but, in each case, less the aggregate of payments previonsly made and less such mounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Item of the General Provisions. .' ;.~ the ConWatt Price as recommended by ENGINEER as provided in said Item 1.51.4. Arttcle 6. INTEREST -V No interest shall ever be due on late payments (see Item 1.51.4 of the General Provisions). '; ::~ :.:,~ ' I,i'Arlicle 7. CONTRACTOR'S REPRESENTATIONS In order to induce the OWNER to enter into this Agreement, the CONTRACTOR makes the 'following' representations: 7.1. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplem_en, I_tary Conditions as provided in Item 1.3 of the General Provisions; and accepts the set forth in Item 8C-1.3 of the Supplementary Conditions of the extent of the contained in such reports and drawings upon which CONTRACTOR is enti~ed to rely2' '. :~'~:i~5~! 7.2. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 7.1 above)~.Which pertain to the subsurface or physical conditions at or contiguous to the site or other, vise may affect the cost, progress, performance, or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract within the Contract Time and in accordance with the other terms and conditions Contract Documents, including specifically the provisions of Item 1.3 of the General Provisions; and no additional examinations, investigations, explorations, tests, reports, studies, or similar information or data are or will be required by CONTRACTOR for such purposes. 7.3. CONTRACTOR has reviewed and checked all information and data shown or indicated the Contract Documents with respect to existing Underground Facilities at or contiguoi'to~?5 the site and assumes responsibility for the accuratc location of said Underground Facilities~ No additional examinations, inveitigations, explorations, tests, reports, studies, or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and fumish the Work at the Contract Price, within the Contract time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Items 1.3 and 1.21 of the General Provisions. · 7.4. CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract Documents. 7.5. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. Article 8. CONTRACTOR DOCUMENTS The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work consist of the following: 8.1. This Agreement (pages 28 thru 32, inclusive). · 8.2. Exhibits to this agreement. 8.3 Certificate of Insurance 8.4. Notice of Award. 8.~. Part 1: General Provisions of the Standard Specifications for Public Works Construction, North Central Texas Council of Governments {NCTCOG). latest addition. - . ,I::,=.,_;,..8.6. supplmentary co,,ditions to me NcrCoGi' i,~ 2: :" "'."" 1-40). - ~??'.';:.9..---..~ '..': '- .:~ ';.v, :' -.' ' ·. .... -.- 8.7. Specifications bearing the title: "Specifications and Contract Documents for the construction of Sandy Lake Road Water Line. City of Coppell". 8.8. Drawings enti~ed: "Construction Plans for Sandy Lake Road Water Line". , ', . · ' 8.9. The following listed and numbered addenda: ; .' ~:~., ..:. Addendure No. 1 dated 10/23/98 Received 10/26/98 Addendure No. 2 dated Received Addendum No. 3 dated Received 8.10. CONTRACTOR's Bid Proposal and Bid Schedule of Section 1 - Bidding and Contract Documents. (pages 1-14 thin 1-25) .': :, '. 8.11. Documentation submitted by CONTRACTOR prior to Notice' 6fXw~'!i ~!2:~i:' !:-'~" )' ,i--..:. ,:~'~:.~. 8.12. The following which may be delivered or issued after the Bffectivc Datc of the A~cclCht and arc not attached hereto: All Written Amendments and other documents mending. modifying, or supplementing the Contract Documents pursuant to Item 1.37 and Item 1.38 of the General Provisions. 8.13. The documents listed in paragraphs 8.2 ct scq. abovc are attached to this Agreement (except as expressly noted otherwise above). . : . · - Z: Thc Contract Documents may only be amended. modi or supplamentcd'<as provided in Items 1.37 and 138 of the General Provisions. Article 9. MISCELLANEOUS 9,1. Terms used in this Agreement which are defined in Item 1,0 of the General .Provisions.will have the meanings indicated in the General Provisions. :,: - will be ~inding on another partyheret(i '~6ut'ihe ~ttm ;~nt'ofth~" ~::'~! bound; and specifically but without limitation moneys thai may become dti are due may not be assigned without such consent (expect to the extent that the effect of this consent to an assignment, no assignment will release or discharge the assignor!~ any~T~.ty .-.~ 9.3. owe, mR ~d co~cr0i~ """ "': ' r~p~tativ~ to:tli~"?~tner' r~~fiv~ ~ ~t Of ~ ~ov~, . ..-; ~ ~n~t Docm~B. ~ele 10. O~R ~PRO~IONS FOX CONTRACTORS, INC. ~ ~S~OF, O~ " ~e co~t~m ~h ~ b~ · e Con~t ~m~ bye be~' ~ or id~ by"O~"~d CO~~0R ENG~ER on ~ b~h~. ~s A~m~t ~11 b~ ~ff~fiv~ on . ,,~- 55 P~ay B ~ P.O. Box 951 ..' .' .' .' .'.' .v.' 5~~a~ ~o~ T~x~ 76065 ......-.-.-..-. v.-. By: By: ~~ ~ Z'Z'- · - .'.'.'-' ~' ' ' ~ob Fox ·"""" "" """ / -.....-.-....-...-- Address for giving notices: Address for giving notices: P.O. Box 478 ' Assistant City Man~g~r/Cit~ Engineer (If CONTRACTOR is a corporation, attach PERFORMANCE BOND STATE OF TEXAS } } COUNTY OF DALLAS } ~ ' :" KNOW ALL MEN BY T!~SE PRESENTS: That Fox Contractors, Inc. whose address is P.O. Box 951, Midlothian, Texas 76065 , bereiitafter called Principal, and , a corporation organized and existing under the laws of the State of Texas , ahd .fully licensed to transact business in the State of Texas, as Surety, are held and- fn'mly bound unto the CITY OF COPPELL, a municipal corporation organized and existing under the laws of the State of Texas, called "S efici ", in theof Nine aund d Twel, e Hundred; Forty-Three Dollars and Fifty Cents ($ 912,243.50 ,I;:5-I, ) in lawful money of the United States, to be paid in Dallas County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. This Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement. which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement which reduces the Contract price decrease the penal sum of this Bond. ~ OBLIGATION TO PAY SAME is conditioned as follows: 'Whereas, the Principal entered into · ') certain Contract with the City of Coppell, the Beneficiary, dated the ~* day of DeC~'mbd~: ' !~ ·?~i!~?; ' A.D. 1998, which is made a part hereof by reference, for the construction of certain public improvements theft are ~ generally described as follows: Sandy Lake Road Water Line Project No. WA 96-01A Bid No. Q1098-01 NOW, T!~EREFORE, if the Principal shall Well, truly and faithfully perform and fulfill aH of the · undertakings, ~ovenants, terms, conditions and agreements of said Contract in accordance with the planS.., ' specifications and Contract Documents during the original tratii thereof and any extension thereof which granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required under this Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of final completion and final acceptance of the Work by Owner; and, if the Principa! Shall fully indemnify and save harmless the Beneficiary from all costs and damages which Beneficiary may:~t reason of failure to so perform herein and shall fully reimburse and repay Beneficiary all otttlay~ld'~;!~. which the Beneficiary may incur in making good any default or deficiency, then this obligation shall ~'~i~ PROVIDED FURT~ER, that if any legal action be filed on this Bond, exclusive Venue shall lie in Dallas' County, Texas. '.i i.~ no"~hange, of time~ i.-.~.- ~r !:~ ' thereunder or the' Specifications accompanying the ~ ~if' in 'and it does hereby wai~ notice of any such c~ge, ext~!ox~~' of time, alteration or ~ddition of the Contract, or to the Work or to the Specifications. - ' - This Bond is given pursuant to the ~provisions of Article 5160 of Vernon's AnnOtated Civil'; and any ~ of the State of Texas;' - .-. Dallas County'or b~ntonCoUnty to whom 'any may and "~ Of .. process may be had in matters arising out of such provided by~i~ ?.19-1 Of the~._Insurance Code, Vernon's Annotated Civil Statutes of the State of Texas IN WITNESS WI~REOF, this instrument is executed in copies, each one of which shall be deemed an original, this, the day of .19 - SURETY Tree: ,. - The Resident Agent of the Surety in ~1~ Co~ or ~n ~, T~, for ~ of notice ~d