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DR9801-CN 980728ITEM CAPTION: , Consider approval of awar&ing Bid/Contract Q-0598-05 for the construction of Coppell Gateway Public Improvement District (PID) Drainage and Paving Improvements at Southwestern BlVd., Freeport Pkwy., and from Fritz R~L to Grapevine Creek to Wright Construction CompanY in the Amount of $541,774.00; and authorizing~..~ the Mayor to sig~. BY: P.E. STAFF COMMENTS: On June 80, 19911, bids were reo~ived for the Coppen Gateway PID Dr~dnage and Paving Improvements at Southwestern Blvd., Freeport Pkwy., and from Fritz Rd. to Grapevine Cree~ The bids ranged from 8541,774.00 to 84'/, 798.00. The attached bid tabulation shows the apparent low bidder as Wright Constmiction Company. BUDGET AMT. $ AMT. EST. $ · FINANCIAL COMMEN'I~: DIlL INITIALS'- FIN. ~: .' ":.':;fi:::'aTY MANAGER . . ':* ~ "~ '~ .'./:':' ' :[~:.': > ';':-:'~"~::,,'C[:: , : CATELLUS July 6, 1998 Mr. Jim Ragsdill Purchasing Agent City of Coppell PO Box 478 Coppell, Texas 75019 RE: Contractor for Offsite Drainage - Gateway Business Park - Coppell, Texas Dear Mr. Ragsdill: Based on the bid opening for the above referenced project, Wright Construction Company is the apparent low bidder. Rased on a review of their submittal and a background check, Catellus Development Corporation recommends that Wright Construction Company be awarded the project. If you have any questions concerning this recommendation, please give me a call at (972) 719-6100. Sincerely, Stephen L. Bryan Director, Development C-ATELLUS DEVELOPMENT CORPORATION 4545 FtJI.l.r.qt DRIve., Sut'r[ 100, Jig.viNe;, T/:x^s 75038 (972) 719-610i FAX (972) 719-6149 617L9 6!./_ ~.L6 SV-I-IVQ A'qO sn'-I-IZIJ_VO NO~_-I NV/_lz:(Dt ~66L-90--/_ DRAJNAGE AND PAVING IMPROVEMENTS SOUTHWESTERN DRIVE, FREEPORT PARKN'¢AY. AND FROM FRITZ ROAD TO GFtAPEVlNE CREEK COPPELL GATEWAY PUBLIC IMPROVEMENT DISTRICT. COPPELL. TEXAS BiDTAB V~IGHT CONS'FR. E.L. DALTON TRI-DAL S. J. LOUIS DOWAGER NUMBERITEM i ITEM QUANTITY UNIT $/IJNIT $ AMOUNT ' ~IJNJT $ AMOUNT S/UNIT $ AMOUNT ~rUNIT $ AMOUNT ~UNIT $ AMOUNT UNE 'A' j I 6' x 5' PRECAST RC BOX 1213.00 LF $ 239.00 S 289,907 $ 243.00 $ 294,760 S 254.00 S 308,102.00 S 24~.OO $ 291,120 $ 263 S 319,019 2 8' x $' TYPE B RC HEAOWALL INCLUDIN¢~ RJPRAP 2.00 EA $ 7,$60.OO S 15,100 S 3,7S0.00 S 7,500 S 8,OO0.OO $ 16,0OO.00 S 1(~,OO0.00 S 20,000 $ 7,500 $ 15,000 3 LOWER 20 LF OF Ir RCP AND CONNECT TO BOX 1.00 LS $ 1,500.00 $ 1,r~o $ 1,760.0¢) S 1,7~0 s so~.oo $ 50G.oo $ 3,000.00 s 3,000 S 1,500 $ 1,500 4 REMOVE AND REPLACE REINFORCED CONC. PVMT 320. OO SY $ 44.00 $ 14,080 $ 60.00 $ 16,600 $ 63.00 $ 20,160.00 $ 65.00 $ 20,800 $ $0 $ 16,000 S REMOVE AND REPLACE MONOLITHIC CONC. CURB 160.OO LF $ 20.00 $ 3,200 $ 10.00 $ 1,000 $ 16.00 $ 2,5OO.0~ $ 2.00 $ 320 $ 18 $ 2.880 6 RELOCATE EX. t2" WATER LINE 1.00 LS $ 7,000.OO $ 7,000 $ 4,254).OO $ 4,250 $ 3,200.00 $ 3,200.00 $ 3,00C.00 $ 3,000 $ 4,C00 $ 4,000 7 CONC. ENCASE FOR IZ' SS 3.00 CY $ 600.00 $ 1,800 $ 400.00 $ 1,200 $ 450°00 $ 1,350.00 $ 1,000.00 $ 3,000 $ 15.0 $ 450 5 GRASSING 0.$0 AC $ 2'400.0l) $ 1,2OO S 5,270.OO $ 2,63.5, $ 2,000.00 $ 1,OO0.OO $ 3,000.00 $ 1,5OO $ 4,000 $ 2'000 9 TRENCH SAFETY 1213.OO LF $ 1.00 $ 1,213 $ 1.00 $ 1,213 $ 2.00 $ 2,426.OO $ 21.00 $ 25,473 $ I $ 1,213 10 TRAFRC CONTROL ~, SIGNAOE FOR UNE A & B t.00 LS $ 7,200.00 $ 7,200 $ t2'~OO.OO $ 12,500 $ 10,OO0.00 $ 10,000.00 $ 40,000.00 $ 40,$OO $ 26,000 $ 25,000 !1 36- RCP AND CONNECTION TO BOX AND 86" RCP 11.00 LF $ 150,OO $ 1,660 $ 200.00 $ 2'200 $ 105.00 $ 1,165.00 $ 32g.00 $ 3,576 S 150 $ 1,65~' 12 REMOVE 60"RCP 53.06 LF $ 12.00 $ 636 $ 25.00 $ 1.325 $ 56.00 $ 2'915.00 $ 15.00 $ 705 $ 20 $ 1,0, .! 13 4~'~,60'RCPBENO t.00 L$ $ 650.OO $ ~ $ 1,8OO.OO $ 1,800 $ 1,345.OO $ 1,345.00 $ 2'500.00 ] $ 2.500 $ 2'000 $ 2,00u 14 60' RCP AND CONNECTION TO BOx 30.OO LF S 176.OO $ 6,250 $ 275.OO S &2~O $ 210.00 $ 6,300.00 $ 130.00 S 3,900 S 176 S 5,280 15 EXCAVATION 6230.00 CY $ 1.OO $ &230 $ 1.OO $ &230 $ 1.26 $ 7,787.60 $ 2.50 $ 16,576 $ 6 $ 31,150 15 BACKFILl. AND COMPACTION 3680.OO CY $ 1.00 $ 3,680 $ 0.75 $ 2'760 $ 2.00 $ 7,360.00 $ 2.76 $ 10,120 $ 6 $ 29,440 LINE"B" 17 60' RCP 720.OO LF $ 131.OO $ 94,320 $ 120.00 $ 86,400 $ 147.00 $ 106,840.00 $ 130.00 $ 93,600 $ 183 $ 131,760 18 REMOVE DBL. 60' TYPE B RC HEADWALL 1.OO LS $ 7OO.OO $ 700 $ 1,000.00 $ 1,0OO $ 1,00~.OO $ 1,000.00 $ 2'000.00 $ 2,000 $ 1,500 $ 1,500 19 DBL 60' TYPE B RC HEADWALL IHCLUDING RIPRAP 1.00 LS $ $,400.OO $ 3,460 $ 3,0OO.00 $ 3,OOO $ t0,OOG.00 $ 10,000.00 $ 10,OO0.00 S 10,000 $ $,500 $ 5,500 20 EXCAVATION gO0.OO CY $ 1.OO $ 900 $ 3.00 $ 2'700 $ 1.25 $ 1,125.00 $ 6.00 $ 6,400 $ 6 $ 4,506 21 BACKFILL AND COMPACTION 11600.00 CY $ 1.OO $ 11,500 $ 6.75 $ 77,625 $ 3.00 $ 34,500.00 $ 1.75 $ 20,125 $ B S ?.2 GRASSING 1.40 AC $ 2'4(N).00 $ 3,300 $ $,270.OO $ ?,378 $ 2,OOO.OO S 2,800.00 $ 1,600.00 $ 2,100 $ 4,0OO S $,600 23 TRENCH SAFETY 300.00 LF S 1.OO S 3OO $ 1.OO $ 300 $ ,?_GO S 600.00 $ 3.{)0 $ 900 $ I $ 300 LINE 'C' $ 24 54' RCP 153.00 LF $ 139.00 $ 21,267 $ 12~.OO $ 19,125 $ 126.00 $ 19,278.00 $ 190.00 $ 29,0'70 $ 160 $ 24,480 25 18' RCP 31.00 LF $ 47.00 $ 1,4~7 $ 35.00 $ 1,065 $ Z$.O0 $ 77';.00 $ 60.00 $ 1,860 $ 60 $ 1,660 26 EXCAVATION 440.00 CY $ 1.00 S 44~ $ 3.00 S 1,320 S 1.5o S 660.00 $ 3.00 S 1,320 $ 6 S 2,200 27 BACKFILL AND COMPAC'nON 33~80 CY $ 1.OO S 335 S 3.00 $ 1,005 $ t.10 S 368.$0 S 4.00 S 1,34o S 8 $ 2.680 2~ TRENCH SAFETY 153.00 LF S t.OO S 153 $ 1.OO $ 153 $ 2.00 $ 306.00 $ 1,00 $ 153 $ 1 S 163 29 TRAFFIC CONTRO~ % SIGNAGE 1.00 LS $ 2,800.00 $ 2,800 $ t,449.00 $ 1,449 $ 2'000.00 $ 2'0OO.00 $ 21000.00 $ 2,000 $ 3,600 $ 3,500 30 10' CURB INLET ZOO EA $ 2,2OO.OO $ 4,4OO $ 2,000.OO $ 4,OO0 $ 2,600.00 $ 5,000.00 $ 2,000.00 $ 4,000 $ 2,500 $ 6,0Go STREET "A" $ 31 TYPE D, 3~)0 PSI RC PAVEMENT 140. OO CY $ IOO.OO $ 26,2OO $ 160.00 $ 22,400 $ 250.OO $ 29,400.00 $ 160.00 S 22,400 $ 25,0 $ . 35,0B0' 32 6" THICK BASE INCLUDING HyD,c[ATED LIME 120.OO CY $ 55.00 $ 6,600 $ 100.00 $ 12,0OO $ 60.00 $ 7,2OO.OO $ 60.00: $ 7,200 $ 70 $ 8,400 33 RIGHT-OF-WAY PREPARATION 1.10 $TA $ 750.00 $ 826 $ 1,200.00 $ 1,320 $ 1,500.00 $ 1,650.OO $ 5,000.00 $ 5,500 $ 5.000 34 3000 P$1RC CURB AND GUTTER ........ ~ -MS -$ - -~.-n'3--6- ~,C3~ $ --t6~-$ Z,G;G-"$' ' 16, uu-'~' 4,4tll~.uu--T " 2.00-[ 562 ~' 12 S '~,,: 3~ REMOVE EXISTING ASPHALT SHOULDER 175.00 SY $ S.OO $ 876 S $.OO S 875 S 5.00 $ 875.00 $ 5.oo $ 1,050 S 15; S 2). 36 FILL MATERIAL AND COMPACTION t20.00 CY $ 8.00 $ 960 $ 15.00 S 1,800 $ 12.00 $ 1,440.00 S 10.00 $ 1,200 S 25 I $ 3.000 TOTAL BASE BID $ $41,774 $ 613.717 S 621,474 $ 656,458 $ 796,572 ALTERNATE IA 8'x S'CASTIN PLACERC BOX 1020 LF S 24~ S 249,900 S 290 S 295,800 S 300 S 306,000 $ 260 S 265,200 $ 310 $ 315,200 2A 8'x 5' PRECASTRCBOX 193 LF S 298 $ 57,514 $ 260 S ~0,180 $ 260 $ $0,180 $ 315 S 60,795 $ 280 $ 54,040 ALTERNATE TOTAL $ 307,414 $ 345,980 ] $ 356,160 , $ 325,996 ' $ 370.24;) J . : J TOTAL BID WITH ALTERNATE S 559,261 $ 664,938 $ 669,562 $ 691,333 $ 847,763 PROJECT LOCATION s~. [ outs ¢._..~ , $OUT :RN DR[V[ ';ATEWAY PROJECT LOCATION Cowboy -.."" 5~ PROJECT LOCATION // PROJECT LOCATION MAP DRAINAGE AND PAVING IMPROVEMENTS SOUTHWESTERN DRIVE, FREEPORT PARKWAY_ AND FROM FRITZROAD TO GRAPEVINE CREEK COPPELLGATEWAY PUBLIC IMPROVEMENT DISTRICT COPPELL, TEXAS FOR THE CITY OF COPPELL PROJECT #DR98-01