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ST9304-CS 8812085ID T~BULATION PRC).]EC]': BELT L33iE ROAD i{~ckR'N{UR BLVD. TO I}] 3~) ENGINEER: BUD BEE~{E I.ENSTH: 2.8 MILES TYPE: 6-LANE DIVIDED ESTIMATE.: $6.5 MILLION PAVING COMPi~dq¥ **BASE BID** CONCHO CONSTRUCTION BiD # 89-050 _ ~-. -88 ED BELL CONb~TRDCTION t~it ~nit Unit I[em Description Unit Quantity Price Amouni Price Amount Price Amount 164 BROADCIIST SEEDI]q6 SY 73241 0.18 13,183.38 0.15 10,986.15 0.17 12,450.97 249 FLEX BIISE TY It, GR 1, CL 3 (DEL,DC) C¥ 260 34.30 8,918.00 36.00 9,360.00 32.85 8,541.00 260 LIME SLURRY TY A OR B TON 1207 46.50 56,125.50 57.00 68;799.00 49.09 59,251.63 260 LIME TREATED SUGBRADE, DC SY 89215 1.20 107,058.00 1.00 89,215.00 1.00 89,215.00 340 }~AC TY B 'PON 149 68.00 10,132.00 50.00 7,450.00 39.90 5,945.10 340 HMAC TY D (~') TON 60 71.00 4,260.00 50.00 3,000.00 58.80 3,528.00 350 HOT MIX COLD LAID IISPHALT T~ Ii TON 50 50.00 2,500.80 50.00 2,500.00 50.00 2,500.00 360 CONCRETE PAVEMKNT REINFORCED 8" S¥ 85693 11.67 1,000,037.31 13.00 1,114,009.80 11.94 1,023,174.42 360 6" MONO CURB LF 52141 1.25 65,176.25 1.00 52,141.00 1.00 52,141.00 360 CONCRETE STREET HEADER LF 182 6.00 1,092.00 5.00 910.00 3.83 697.06 360 CONCRETE RklLROAD HEADER LF 328 12.00 3,936.00 8.00 2,624.00 8.76 2,873.28 416 DRILLED SHAFT 30" LF 4924 49.60 244,230.40 49.00 241,276.00 52.08 256,441.92 416 DRILLED SHAFT 36" LF 460 .60.25 27,715.00 65.00 29,900.00 63.26 29,099.60 421 CL C CONCRETE JUNCTION BOX CY 55.2 305.00 16,836.00 316.00 17,443.20 222.60 12,287.52 a2l CL ~ CONCRETE HEADWALL & WINGWALL Cf 124.9 247.00 30,850.30 403.00 50,334.70 202.65 25,310.99 421 CL A CONC HEADWALL PIPE OI~L¥ CY 111.1 350.00 38,885.00 350.00 38,885.00 183.75 20,414.63 421 CL C CONC CULVERT Cf 299.5 275.00 82,362.50 216.00 64,692.00 194.25 58,177.88 421 cn C CONC SINHLE BOX CULVERT** CY -~229.8 150.00 334,470.00 160.00 356,768.00 175.35 390,995.43 421 CL C CONC SLUICE HI{ATE STRUCI~RES Cf 77.6 670.00 51,992.00 236.00 18,313.60 286.65 22,244.04 421 CL C CONC ABUI~4ENT CY 278.4 210.00 58,464.00 230.00 64,032.00 220.50 61,387.20 421 CL C CONC BENT CY 342.5 210.00 71,925.00 230.00 78,775.00 220.50 75,521.25 422 REINFORCED CONC SL/~ SF 83142 6.80 565,365.60 6.00 498,852.00 7.14 593,633.88 423 RETAININH WALL SF 2706 40.00 108,240.00 26.00 70,356.00 24.94 67,487.64 425 PRESTRESSED CONC BEAM ~"f C LF 10356.5 44.00 455,686.00 36.50 378,012.25 46.20 478,470.30 425 PRESTRESSED CONC BE~M TY IV LF 1436 44.00 63,184.00 36.50 52,414.00 46.20 66,343.20 428 CONC SURFIICE TREATMEI4T S¥ 9237 0.50 4,618.50 1.20 ll,084.40 0.53 4,895.61 432 CL B CONC RIP RAP C¥ 712 14500 103,240.00 185.00 131,720.00 152.25 108,402.00 432 CL B CONCRETE FLUME Cf 17.2 200.00 3,440.00 185.00 3,182.00 219.00 3,766.80 432 CL Ii CONC RIP RIP C¥ 144 155.00 22,320.00 185.00 26,640.00 169.05 24,343.20 432 T~ Ii HROOTED ROCK RIP RAP C¥ 153.2 75.00 11,490.00 185.00 28,342.00 195.30 29,919.96 436 PREFORMED JOII4T SEAL 2 1/2"(PJS) LF 716.6 11.50 8,240.90 13.50 9,674.10 12.80 9,172.48 4%0 REI]ffORCINH STEEL LB 226252 0.44 99,550.88 0.41 92,763.32 0.46 104,075.92 RID T~BUL~TION PROJECT: BELT LJ_NE ROAD (MacARTHUR BLVD. TO I~ 35F.) EXOINEER: BUD BEENE LIg~S'I~: 2.8 MILES TYPE: 6-IANE DIVIDED ESTIMATE: $6.5 MILLION hUST'J.~ P~V]~IG CO~PM~/ **B~SE BID** COMCHO CONSTRUCIqO{{ BID # 89-050 12-8-88 ED BELL COMSTEUC%'ION Unit Unit Unit Item Description Unit Quautttl Price Amount Price Amount Price hmount 440 RE]]~FORC]]~O STEEL** LF 364263 0.44 160,275.72 0.36 131,134.68 0.43 156,633.09 442 STRUCTURAL STEEL SHOE & {hu~iOR JOI{~ LB 19384 1.00 19,384.00 1.20 23,260.80 1.05 20,353.20 450 RAIL COI{CRTE ?502 LF 5024 22.00 110,528.00 22.00 110,528.00 23.10 116,054.40 465 PIPE SEWERS CL III 15" RCP LF 151 16.00 2,416.00 17.00 2,567.00 21.10 3,186.10 465 PIPE SEk]ERS CL III 18" RCP LF 198] 17.00 33,677.00 20.00 39,620.00 22.05 43,681.05 465 PiPE SEWERS L~ III 21" RCP LF 1399 19.00 26,581.00 21.00 29,379.00 24.15 33,785.85 465 PIPE SEWERS CL III 24" RCP LF 2430 22.00 53,460.00 26.00 63,180.00 26.25 63,787.50 465 PIPE SEra, ERS CL III 27" RCP LF 383 25.00 9,575.00 29.00 11,107.00 30.45 11,662.35 465 PIPE SEWERS CL III 3(Y' RCP LF 1011 29.00 29,319.00 34.00 34,374.00 34.65 35,031.15 465 PIPE SEWERS CL III 36" RCP LF 2843 39.00 t10,877.00 45.00 127,935.00 40.95 116,420.85 465 PIPE SEWERS CL III 4~' RCP LF 242 50.00 12,100.00 54.00 13,068.00 53.55 12,959.10 465 PiPE SEWERS CL III 48" RCP LF 1531 59.00 90,329.00 60.00 91,860.00 63.00 96,453.00 465 PIPE SEWERS CL III 54" RCP LF 2102 75.00 157,650.00 82.00 172,364.00 79.80 167,739.60 465 PIPE SEWERS CL III 60" RCP LF 859 88.00 75,592.00 90.00 77,310.00 91.35 78,469.65 465 PIPE SEWERS CL IV 30" RCP LF 264 33.00 8,712.00 40.00 10,560.00 37.80 9,979.20 465 PIPE SEWERS CL IV 60" RCP LF 100 119.00 11,900.00 140.00 14,000.00 128.10 12,810.00 470 MAHHOLE CO{~PLETE 4' DIA FA 8 2,475.00 19,800.00 2,000.00 16,000.00 2,940.00 23,520.00 470 INLET C(~PLETR RECESSED 8' FA 39 1,600.00 62,400.00 1,200.00 46,800.00 1,470.00 57,330.00 470 IHLET COMPLETE RECESSED 10' FA 3 1,800.00 5,400.00 1,300.00 3,900.00 1,680.00 5,040.00 470 II, LET COMPLETE RECESSED 12' Eh 1 t,950.00 1,950.00 1,500.00 1,500.00 2:100.00 2,100.00 470 INLET CO~%ETE RECESSED 14' FA 2 2,200.00 4,400.00 1,600.00 3,200.00 2,100.00 4,200.00 470 INLET COMPLETE SPECIAL Y 5' X 5' F~ 1 1,200.00 1,200.00 1,000.00 1,000.00 2,520.00 2,520.00 470 ]]{LET C8}4PLETE SPECIAL Y 4' X 4' gA 3 1,000.00 3,000.00 1,000.00 3,000.00 1,890.00 5,670.00 470 INLET CO}~PLETE ¥ 3' X 3' El% 7 850.00 5,950.00 800.00 5,600.00 1,050.00 7,350.00 470 INLET CO}{PLE~E 2 8RATE FA 1 950.00 950.00 950.00 950.00 1,470.00 1,470.00 470 INLET C(~IPLETE RECESSED 5' (MODIFIED) El% 10 1,400.00 14,000.00 1,000.00 10,000.00 1,260.00 12,600.00 470 ]]{LET COMPLETE RECESSED 10' (MODIFIED) El% 6 1,950.00 11,700.00 1,400.00 8,400.00 1,890.00 11,340.00 470 I}{LET COMPLETE 4' Y (SD-II,MODIFIED) EA 3 1,250.00 3,750.00 1,000.00 3,000.00 2,100.00 6,300.00 476 Jl%CK Al{D/OR BORE 18" C6MP PIPE LF 178 105.00 18,690.00 120.00 21,360.00 210.00 37,380.00 479 PLDO l%MD ABOk/X)N MkMHOLE Eh 5 150.00 750.00 500.00 2,500.00 630.00 3,150.00 496 REMOVE OLD STRUCTURE LARGE FA 3 12,000.00 36,000.00 12,000.00 36,000.00 12,600.00 37,800.00 496 REMOVE OLD STRUCTORE SM~I.I. Eh 4 500.00 2,000.00 300.00 1,200.00 420.00 1,680.00 BID T~b'L~TIO~ PROOE ~T: ROAD (MacART]4b'R BLVD. ~ IH 35E) ENGINEER: BUD BEFHqE Item Description Unit Quantity I,ENG~I: 2.13 MILES TYPE: 6-LANE DIVIDED ' ESTIMATE: $6.5 MILLION **BASE BID** BID {~ 89-050 12-8-88 AUSTIlq PAVII{G COMPANY CONCHO CONSTRUCTION ED BELL CONSTRUCTION Unit Unit Unit Price Amount Price Amount Price Rnount 996 REMOVE OLD STRUCTURE PIPE LT/E 18" LF 207 5.00 1,035.00 8.00 1,656.00 8.40 1,738.80 496 REMOVE OLD STRUCTURE PIPE GT 18" LF 1399 5.00 6,995.00 8.00 11~.192.00 6.30 8,813.70 496 REMOVE OLD STRUCTURE CULVERT gA 2 7,000.00 14,000.00 5,000.00 10,000.00 6,300.00 12,600.00 500 MOBILIgATION LS 1 225,000.00 225,000.00 300,000.00 300,000.00 240,000.00 240,000.00 502 BARRICADES, SI~lqS AND TRAFFIC HANDLII~ MO 24 1,200.00 28,800.00 2,000.00 48,000.00 945.00 22,680.00 504 FIELD OFFICE MO 24 1,500.00 36,000.00 300.00 7,200.00 5,498.15 131.955.60 530 CONCRETE LH~B AND 6L~ER 24" LF 442 9.65 4,265.30 9.00 3,978.00 8.00 3,536.00 530 CONCRETE DRIVEWAY 6" CL A S¥ 1534 18.70 28:685.80 22.00 33,748.00 16.00 24,544.00 530 CO~CRETE CURB 6" LF 221 3.90 861.90 1.00 221.00 5.00 1;105.00 530 BRICK PAVERS (HOLLAND I) SY 2 250.00 500.00 60.00 t20.00 100.00 200.00 530 REMOVE AND REPLACE BRICK PAVERS SY 36 100.00 3,600.00 70.00 2,520.00 75.00 2,700.00 534 CONCRETE APPROACH SLAB CY 338.8 185.00 62,678.00 194.00 65,727.20 194.25 65,811.90 536 CONCRETE MEDIAl{ C~ B $¥ 684 15.60 10,670.40 20.00 13,680.00 14.00 9,576.00 536 MONOLITHIC MEDIAN NOSE gA 8 365.00 2,920.00 300.00 2,400.00 300.00 2,400.00 540 MB~F (POST 5'-6' LENGTH (12 GAUGE) LF 1650 10.00 16,500.00 10.00 16,500.00 9.98 16,467.00 540 TERMINAL ANCHOR SECTION gA 30 315.00 9,450.00 250.00 7,500.00 304.50 9,135.00 590 CHAI]4 L]]{K SECHRI~ FENCE LF 135 15.50 2,092.50 10.00 1,350.00 15.28 2,062.80 618 CONDUIT 2" P¥C SCHEDULE 40 LF 2478 1.65 4,088.70 2.00 4,956.00 1.67 4,138.26 638 COB3)UIT 3" PVC SCHEDULE 40 LF 1102 3.25 3,581.50 3.00 3,306.00 3.26 3,592.52 666 18" S~OP BAR LF 44 7.00 308.00 10.00 440.00 9.45 415.80 672 6"X 6" JIC~E BARS (REFL.) TY I-C gA 50 10.70 535.00 10.00 500.00 12.60 630.00 676 TRAFFIC BUTYON$ REFL. 4" (P-15-W) gA 1734 4.80 8,323.20 4.00 6,936.00 4.20 7,282.80 676 TRAFFIC BU~'~ONS NON REFL. 4" (P-7-W) gA 416 2.20 915.20 2.50 1,040.00 2.42 1,006.72 2030A 12" DUCTILE IRON WATER MAIl{ LF 260 35.00 9,100.00 75.00 19,500.00 31.50 8,190.00 2030B 12" DUCTILE IRON WATER ~ ON BRIDGE LF 859 102.00 87,618.00 80.00 68,720.00 54.60 46,901.40 2031 12" SAI~ARY SEWER PIPE LF 178 30.00 5,340.00 35.00 6,230.00 14.70 2,616.60 2033 12" GATE VALVES gA 4 850.00 3,400.00 1,200.00 4,800.00 945.00 3,780.00 2036 SAlflTAR¥ SEWER MAPLE 4' DIA El{ 1 2,600.00 2,600.00 2,500.00 2,500.00 3,360.00 3,360.00 2037 SANITARY SEWER ~OLE TY A EA 1 2,200.00 2,200.00 3,000.00 3,000.00 3,570.00 3,570.00 2040 ADJUST WATER METER gA 3 150.00 450.00 300.00 980.00 250.00 750.00 2041 ADJUST WATER VALVE COVER & RISER PIPE gA 27 150.00 4,050.00 200.00 5,400.00 150.00 4,050.00 2042 ADJUST E][IST]]{G SANITARY SEWER }{ANI.{OLE gA 6 500.00 3,000.00 200.00 1,200.00 275.00 1,650.00 ?~O~ECT: BELT LINE RO~I) (MachRTl,ll~ BLVD. TO Il{ 35E) ~$INU. R: BUl) BEENE LEN6TH: 2.8 MILES TYPE: 6-LANE DIVIDED ESTIMATE: $6.5 MILLION ~USTIN PAVIN6 CC~ANY **BASE BID** CON~ CONSTEUCTION BID ~ 12-8-88 ED B~.LL CONS%"RUC'I'ION Unit Unit Unit Description Unit ~mntity Price hmount Price Amount Price ~mount ~043 ADJUST AND/OR RELOCATE FIRE HYDRAI~ EA 18 1,150.00 20,700.00 1,000.00 t8,000.00 525.00 9,450.00 2050 FLAP AND SLIDE SATES EA 2 22,000.00 44,000.00 25,000.00 50,000.00 23,100.00 46,200.00 4010 TRENCH SUPPORT SYSTEM LF 7966 0.50 3,983.00 4.00 31,864.00 1.31 10,435.46 {3~%LVAI~ZED STEEL HANDRAIL LF 46. $ 27.00 1,263.60 45. O0 2,106.00 47.36 2,216.45 **deleted if alternate bid awarded BASE BID TOTAL 5~439,350.34 5,498,301.40 5,616,726.81 BID TABULATION PROJECT: BELT LINE RO~I) (}~c~JZT}H~R BLV?). TO 1-H 35E) ~633qEER: BUD BE~24E LEI{GIB: 2.8 }gES TYPE: 6-I,ANE DIVIDED EST3}iATE: $6.5 MILLION L.H. LACY CC~4PkNY **BASE BID*~ TISF. O PAVINH COMPAI~ BID # 89-050 12-8-88 ~]d~IO SINACOLA & SONS Unit Unit Unit Item L~.scription Unit ~nntity Price Amount Price Amount Price Amount 164 BROADCAST SEEDING SY 73241 0.16 11,718.56 0.45 32,958.45 0.32 23~437.12 249 FLEX BASE TY A, GR 1, CL 3 (DEL,DC) CY 260 20.00 5,200.00 30.00 7,800.00 40.00 10,400.00 260 LIME SLURRY TY A OR B TON 1207 72.40 87,386.80 50.00 60,350.00 68.00 82,076.00 260 LIME TREATED SUGBRADE, DC. SY 89215 1.04 92,783.60 1.00 89,215.00 1.16 103,489.40 340 H}iAC TY B TON 149 44.00 6,556.00 55.00 8,195.00 53.00 7,897.00 340 }{MAC TY D (~') TON 60 44.00 2,640.00 55.00 3,300.00 53.00 3,180.00 350 HOT MiX COLD I.~ll) ASPHALT TY Z TON 50 50.00 2,500.00 50.00 2,500.00 50.00 2,500.00 360 CONCRETE PAVEMENT REINFORCED 8" SY 85693 10.99 941,766.07 13.85 1,186,848.05 13.97 1,197,131.21 360 6" MONO CUI{B LF 52141 1.00 52,141.00 1.00 52,141.00 t.00 52,141.00 360 CONCRETE STREET HEADER LF 182 2.00 364.00 4.00 728.00 5.00 910.00 360 CONCRETE RAILROAD HEADER LF 328 4.00 1,312.00 10.00 3,280.00 5.00 1,640.00 416 DRILLED SHAFT 30" LF 4924 54.10 266,388.40 52.10 256,540.40 52.10 256,540.40 416 DRILLED SHAFT 36" LF 460 64.00 29,440.00 63.30 29,118.00 63.30 29,118.00 421 CL C CONCRETE JUNCTION BOX CY 55.2 317.00 17,498.40 320.25 17,677.80 223.00 12,309.60 421 CL A CONCRETE HEADWAYY &WINC,44ALL CY t24.9 257.00 32,099.30 260.00 32,474.00 203.00 25,354.70 421 CL ~ CONC HE~ PIPE OIqLY CY 111.1 468.00 51,994.80 422.00 46,884.20 420.00 46,662.00 421 CL C CONC CULVERT CY 299.5 286.00 85,657.00 289.00 86,555.50 194.00 58,103.00 421 CL C CONC SINGLE BOX CULVERT** CY 2229.8 152.90 340,936.42 157.50 351,193.50 175.00 390,215.00 421 CL C CONC SLUICE 6RATE STRUCTURES CY 77.6 697.00 54,087.20 703.50 54,591.60 287.00 22,271.20 421 CL C CONC ABUTMEF~ CY 278.4 200.00 55,680.00 220.50 61,387.20 221.00 61,526.40 421 CL C CONC BE}4T CY 342.5 229.00 78,432.50 ,920.50 75,521.25 221.00 75,692.50 422 REINFORCED CONC SLAB SF 83142 7.28 605,273.76 7.15 594,465.30 7.10 590,308.20 423 RETAIFING WALL SF 2706 31.20 84,427.20 31.50 85,239.00 31.50 85,239.00 495 PRESTRESSED CONC BE~{ TY C LF 10356.5 45.76 473,913.44 46.20 478,470.30 46.00 476,399.00 425 PRESTRESSED CONC BEAM TY IV LF 1436 62.40 89,606.40 46.20 66,343.20 46.00 66,056.00 428 CONC SURFACE TREATi~2qT SY 9237 1.00 9,237.00 0.55 5,080.35 0.50 4,618.50 432 CL B CONC RIP RAP CY 712 156.00 111,072.00 153.00 108,936.00 152.00 108,224.00 432 CL B CONCRETE FLU~iE CY 17.2 208.00 3,577.60 210.00 3,612.00 263.00 4,523.60 432 CL A CONC RIP RIP CY 144 161.00 23,184.00 163.00 23,472.00 170.00 24,480.00 432 TY A 6ROUTEDROCK RIP RAP CY 153.2 78.00 11,949.60 79.00 12,102.80 195.00 29,874.00 436 PREFORMED JOINT SEAL 2 1/T'(PJS) LF 716.6 11.00 7,882.60 12.00 8,599.20 12.10 8,670.86 440 REINFORCING STEEL LB 226252 0.42 95,025.84 0.46 104,075.92 0.46 104,075.92 PROJECT: BELT L33{E ROhD (~chR~H~UR BLV]). ~P IH 35E) EN6INEER: BUD BEENE I,EI4G~: 2.8 }[ILES ~"{PE: 6-L~ DIVIDED F~T]~TE: $6.5 B[ILLION L.H. LACY C(~SPA~ **BASE BID** TISEO PhV3~3 BID # 89-050 12-8-88 ~O S]]4ACOI~ & ~3NS Unit Unit Unit Item Description Unit Quantity Price Amount Price Anmunt Price Amount 440 REII~ORCINS STEEL** LF 364263 0.57 207629.91 0.47 171203.61 0.43 156633.09 442 STRUCTURAL STEEL SHOE & ARMOR JOI~ LB 19384 1.04 20,159.36 1.05 20,353.20 1.05 20,353.20 450 RAIL CONCRTE T502 LF 5024 26.00 130,624.00 23.10 116,054.40 23.10 116,054.40 465 PIPE SEWERS CL III t~' RCP LF 151 21.00 3,171.00 17.00 2,567.00 22.40 3,382.40 465 PIPE SEWERS CL III 18" RCP LF 1981 21.80 43,185.80 17.85 35,360.85 24.05 47,643.05 465 PIPE SEWERS CL III 21" RCP LF 1399 23.90 33,436.10 20.00 27,980.00 26.82 37,521.18 465 PIPE SEWERS CL III 24" RCP LF 2430 26.00 63,180.00 23.10 56,133.00 29.96 72,802.80 465 PIPE SEWERS CL III 27" RCP LF 383 30.00 11,490.00 26.25 10,053.75 33.58 12,861.14 465 PIPE SEWERS CL III 30" RCP LF 1011 34.30 34,677.30 30.45 30,784.95 37.39 37,801.29 465 PIPE SEWERS CL III 36" RCP LF 2843 40.60 115,425.80 41.01 116,591.43 50.73 144,225.39 465 PIPE SEWERS CL III 4~' RCP LF 242 53.00 12,826.00 52.50 12,705.00 64.99 15,727.58 465 PIPE SEWERS CL III 48" RCP LF 1531 62.40 95,534.40 62.00 94,922.00 78.54 120,244.74 465 PIPE SEWERS CL III 54" RCP LF 2102 79.00 ~66,058.00 78.75 165,532.50 98.37 206,773.74 465 PIPE SEWERS CL III 60" RCP LF 859 50.00 77,310.00 92.40 79,371.60 122.15 104,926.85 ~65 PIPE SE~RS CL IV 30" RCP LF 264 37.00 9,768.00 34.65 9,147.60 50.13 13,234.32 465 PIPE SEVF~RS CL 1~ 6g' RCP LF 100 127.00 12,700.00 125.00 12,500.00 160.80 16,080.00 470 MANHOLE COI~PLETE 4' DIA EA 8 2,912.08 23,296.00 2,600.00 20,800.00 1,700.00 13,600.00 470 IB-LE~ COMPLETE RECESSED 8' Eh 39 1,560.00 60,840.00 1,848.00 72,072.00 1,500.00 58,500.00 470 ]]4LET COMPLETE RECESSED 10' EA 3 1,872.00 5,616.00 2,079.00 6,237.00 1,600.00 4,800.80 470 I}1LET ¢O}~PLETE RECESSED 12' EA 1 2,080.00 2,080.00 2,255.00 2,255.00 1,700.00 1,700.00 470 INLET CO{~PLETE RECESSED 14' Eh 2 2,288.00 4,576.00 2,541.00 5,082.00 2,000.00 4,000.00 470 INLET COMPLETE SPECIAL Y 5' X 5' RA 1 3,536.00 3,536.00 1,155.00 1,155.00 1,200.00 1,200.00 470 INLET COMPLETE SPECIAL ¥ 4' X 4' Eh 3 3,328.00 9,984.00 982.00 2,946.00 1,000.00 3,000.00 470 I~LE? CO{{PLETE ¥ 3' X 3' EA 7 1,456.00 10,192.00 1,098.00 7,686.00 900.00 6,300.00 470 II{LET (X~4PLETE 2 ~RATE EA 1 1,872.00 1,872.00 1,617.00 1,617.00 1,700.00 1,700.00 470 1]qLET COMPLETE RECESSED 5' (MODIFIED) EA 10 1,248.00 12,480.00 1,617.00 16,170.00 1,250.00 12,500.00 470 ]]{LET COMPLETE RECESSED 10' (MODIFIED) EA 6 1,872.00 11,232.00 2,253.00 13,5t8.00 1,600.00 9,608.00 470 I~T COMPLETE 4' ¥ (SD-it,MODIFIED) EA 3 2,288.00 6,864.00 1,444.00 4,332.00 1,000.00 3,000.00 476 JACK AliD/OR BORE 1~' C~MP PIPE LF 178 208.00 37,024.00 111.00 19,758.00 90.00 16,020.00 479 PLU~ AND ABONDO~MANHOLE EA 5 624.00 3,120.00 157.50 787.50 500.00 2,500.00 496 REMOVE OLD STRUC~ LARGE EA 3 12,480.00 37,440.00 12,600.00 37,800.00 12,600.00 37,800.00 496 RE~DVE OLD STRUCTURE S~TJ. EA 4 416.00 1,664.00 500.00 2,000.00 500.00 2,000.00 BID TABULATION PRO3ECT: BELT L/BE ROAD (MachR'l~$ BLVD. TO IH 35E) ENGINEER: BUD BEENE LEN6TE: 2.8 MILES TYPE: 6-LAME DIVIDED ' ESTIMATE: $6.5 M~LLION L.H. LACY COMPANY **BASE BID** TISEO PAVING COMPMiY BID # 89-050 12-8-88 MARLO S]]IICOLA & SONS Unit Unit L~it Item Descripiiou Unit Ouantity Price Amount Price Amount Price 496 REMOVE OLD STRUCTURE PIPE LT/E IV' LF 207 8.00 1,656.00 10.00 2,070.00 8.00 1,656.00 496 REMOVE OLD STRUCTURE PIPE OT 18" LF 1399 6.20 8,673.80 6.00 8,394.00 10.00 13,990.00 496 REMOVE OLD STRUCTURE CULVERT EA 2 7,280.00 14,560.00 7,350.00 14~700.00 7,500.00 15,000.00 500 MOBILIZATION LS 1 277,000.00 277,000.00 310,000.00 310,000.00 295,152.00 295,152.00 502 BARRICADES, SI621S AND TRAFFIC HANDIJ]{O MO 24 1,667.00 40,008.00 660.00 15,840.00 945.00 22,680.00 504 FIELD OFFICE MO 24 1,040.00 24,960.00 500.00 12,000.00 1,000.00 24,000.00 530 CONCRETE CURB AND 6U~ 24" LF 442 10.00 4,420.00 9.00 3,978.00 9.70 4,287.40 530 CONCRETE DRIVEWAY 6" CL A SY 1534 18.60 28,532.40 18.00 27,612.00 18.90 28,992.60 530 CONCRETE CURB 6" LF 2'21 4.00 884.00 1.50 331.50 3.90 861.90 530 BRICK PAVERS (HOLLAND I) SY 2 260.00 520.00 50.00 100.00 53.00 106.00 530 REMOVE AND REPLACE BRICK PAVERS SY 36 52.00 1,872.00 15.00 540.00 53.00 1,908.00 534 CONCRETE APPROACH SLAB CY 338.8 192.00 65,049.60 194.~5 65,811.90 194.00 65,727.20 536 CONCRETE MEDIAN £% B S¥ 684 i5.00 10,260.00 18.00 12,312.00 16.40 11,217.60 536 MONOLITHIC MEDIAl{NOSE Ell 8 400.00 3,200.00 200.00 1,600.00 368.00 2,944.00 540 MIfF (POST 5'-6' LEI~ (12 OAU~E) LF 1650 10.40 17,160.00 10.50 17,3~5.00 10.20 16,830.00 540 TERMINAL ANCHOR SECTION EA 30 260.00 7,800.00 320.00 9,600.00 315.00 9,450.00 590 CHAIN L]]{K SECUR_~ FENCE LF 135 7.00 945.00 14.25 1,923.75 15.60 2,106.00 618 CONDUIT T' PVC SCHEDULE 40 LF 2478 2.20 5,451.60 2.10 5,203.80 1.70 4,212.60 618 CONDUIT ~' PVC SCHEDULE 40 LF 1102 5.70 6,281.40 5.48 6,038.96 2.80 3,085.60 666 1~' STOP BAR LF 44 7.00 308.00 10.00 440.00 9.50 418.00 672 6"X ~' JI6OLE BARS (REFL.) TY I-C EA 50 10.00 500.00 13.20 660.00 12.60 630.00 676 TRAFFIC BUTTONS REFL. 4" (P-15-W) F~% 1734' 4.60 7,976.40 4.40 7,629.60 4.20 7,282.80 676 TEIFFIC BtFI~S NON REFL. 4" (P-7-W) Eh 416 2.00 832.00 2.55 1,060.80 2.40 998.40 2030A IT' DUCIILE IRON WITER RAIN LF 260 31.00 8,060.00 36.75 9,555.00 130.00 33,800.00 2030B IT' DUCTILE IRON W~2~nR MAIN ON BRIDGE LF 859 54.00 46,386.00 107.50 92,342.50 90.00 77,310.00 2031 1T' SANITARY SEWER PIPE LF 178 15.00 2,670.00 31.50 5,607.00 20.00 3,560.00 2033 1T' GATE VALVES Eh 4 936.00 3,744.00 892.50 3,570.00 800.00 3,200.00 2036 SANITARY SEWER MANHOLE 4' DIh Eh 1 3,328.00 3,328.00 2,730.00 2,730.00 4,400.00 4,400.00 2037 SANITARY SEWER MANHOLE TY h Eh 1 3,536.00 3,536.00 2,310.00 2,310.00 5,000.00 5,000.00 2040 ADJUST WATER METER Eh 3 156.00 468.00 50.00 i50.00 1,000.00 3,000.00 2041 ADJUST WATER VALVE COVER & RISER PIPE EJ~ 27 156.00 4,212.00 150.00 4,050.00 200.00 5,400.00 2042 ADJUST EXIST']]~ Sk.Y_~ARY SEWER MANHOLE Eh 6 416.00 2,496.00 500.00 3,000.00 500.00 3,000.00 PROJEC~: BF, L? LI}IE ROll) (Ma¢i~TltllR BLVD. 5'0 IH 358) BUD BEENE LEN6T~: 2.8 gILES T~PE: 6-LANE DrgIDED ESTIMATE: $6.5 ~I[LLION L.H. LACY **BASE BID** TISEO PAVI~O CO}~ANY BID {{ 89-050 12-8-88 ~RIO SIB-ACOLA & SONS Unit Unit Unit Item Description Unit Ouantit{ Price Amount Price hmount Price Amount ........................................................................................................ ~L~r~AAA 3]43 ADJOST A~D/OR RELOCATE FIRE }~/DRM~ EA 18 520.00 9,360.00 1,207.50 21,735.00 1,400.00 25,200.00 2050 FLAP hND SLIDE 61iTE,S Eh 2 22,880.00 45,760.00 23,100.00 46,200.00 29,295.00 58,590.00 4010 TRENCH SUPPORT SYS~ LF 7966 1.30 10,355.80 0.53 4,221.98 1.00 7,966.00 6ALVA~IIZED STEEL BA~DRAIL LF 46.8 16.00 748.80 27.30 1,277.64 47.00 2,t99.60 **deleted if alternate bid awarded B~SE BID TOTAL 5,670,697.96 5,847,051.84 6,035,710.48 ?ROtIECT: BKt~T I,TI{E RO~D LEI{(~B: 2~B ~ILES BID # 89-050 (Pmc~fb't/R BLYD. ~0 lB 3.5E) T~PE: 6-L1%NE D]¥IDED ~B~SE BlIr~ 12-8-88 ESTI~hlTE: $6,5 ~tLLION 6L~'4N THORMAN, INC. BROWN & BLAKNE¥ APhC-TEXAS '~nit Ur.i t l~it lt~, Descriptic,3 I~it Qu~ntit~ Price ~nount Price Amount Price Amount *******~*************** ~ ~ ~ ~ ~***************~***********; ~ *****************************-' ~ ~;~; ~********~-' ~;~ ~--~******ah~*************** 164 BROADCAS~ SEED]]q~ SY 73241 0.18 13,183.38 0.12 12,450.97 0.19 13,915.79 249 FLEX BASE T/ ]%, OR 1, CL 3 (DEL,DC) C¥ 260 27.00 7,020.00 32.85 8,541.00 40.00 10,400.00 260 LIME SLURRY TY 1% OR B TON t207 54.00 65,178.00 49.09 59,251.63 52.00 62,764.00 260 lIME TREATF~ SI)(;BRADE, DC S¥ 89215 1.00 ~9,215.00 1.00 89,215.00 1.65 147,204.75 340 lilAC TI/ B TON 149 57.00 8,493.00 39.90 5,945.10 75.00 11,175.00 340 )FiAC TY D (2") TON 60 57.00 3,420.00 58.80 3,528.00 84.00 5,040.00 350 BOT MIX COLD LklI) ASPBALT ?¥ Z TON 50 57.00 2,8,q).00 50.00 2,500.00 60.00 3,000.00 360 CONCRETE PAVEMENT I{EI]IFORCEI) 8" S¥ 85693 13.60 1,165,424.80 12.79 t,096,013.47 17.00 1,458,781.00 360 6" MONO ¢~RB LF 5,2141 0.90 46,926.90 1.00 52,141.00 1.00 52,141.00 360 CONCRETE STREET HEADER LF 182 4.50 819.00 3.83 697.06 5.00 910.00 360 CONCRETE RAILROAD b'EADEI{ LF 328 7.50 2,460.00 8.~6 2,873.28 12.00 3,9,36.00 4t6 DRILLED SHAFT 30" ~ 4924 47.00 231,428.00 53.00 260,972.00 47.50 233,890.00 4]6 DRILLED SHAFT 36" LF 460 60.00 27,600.00 68.00 31,280.00 60.00 27,600.00 421 CL C CONCRETE ,~NCTION BOX CY 55.~ 250.00 13,800.00 350.00 19,320.00 225.00 12,420.00 421 CL t% CONCRETE ~EADWAYY & ~ ~¥ 124.9 250.00 31,225.00 250.00 31,225.00 205.00 25,604.50 421 CL A CONC ~ PIPE ONLY C'l 111.1 300.00 33,330.00 375.00 41,662.50 292.00 32,441.20 421 CL C CO]{C CUI,¥E]~ C¥ 299.5 220.00 65,890.00 185.00 55,407.50 196.00 58,702.00 4FI CL C CONC S!}~LE BOX CULYERT** CY 2229.8 190.00 423,662.00 217.00 483,866.60 165.00 367,917.00 421 CL C (lINC SLUICE 8RATE S~RI)CIURES CY TI.6 400.00 3_1,040.00 375.00 29,100.00 289.00 22,426.40 421 C~ C COI4C ABUIT{EI~ CY 278.4 275.00 76,560.00 245.00 68,208.00 276.00 76,838.40 421 CL ¢ CONC ~ C¥ 342.5 275.00 94,187.50 245.00 83,912.50 276.00 94,530.00 422 REINFORCED CO}lC SLAB SF 83142 7.35 6tl,093.70 8.73 725,829.66 7.90 656,821.80 423 R~AINI}~ VfALL SF 2706 23.00 62,238.00 22.00 59,532.00 30.00 81,180.00 425 PRESTRESSED CO~C BEAM TY C LF 10356.5 47.00 486,755.50 41.00 424,616.50 48.00 497,112.00 425 PRESTRESSED COliC BEIM TY IV LF 1436 61.00 87,596.00 41.00 58,876.00 61.00 87,596.00 428 CONC SLIRF1%CE ~REA~Ifl SY 9237 1.00 9,237.00 1.00 9,237.00 0.90 8,313.30 432 CL B CONC RIP RAP C¥ 712 160.00 113,929.00 170.00 121,040.00 186.00 132,432.00 432 CL B CONCRETE FLUME C¥ 17.2 350.00 6,020.00 170.00 2,924.00 239.00 4,110.80 432 CL A COI4C RIP RIP CY 144 175.00 25,200.00 175.00 25,200.00 239.00 34,416.00 432 ?Y A ~ROUTED ROCK RIP RAP CY t53.2 175.00 26,810.00 60.00 9,192.00 74.00 11,336.80 436 PREFORMED OOIW~ SEAL 2 1/2"(PJS) LF 716.6 13.00 9,315.80 9.00 6,449.40 13.00 9,315.80 440 REINFORCING STEEL LB 226252 0.37 83,713.24 0.35 79,188.20 0.39 88,238.28 BID ?ABtlLA?IO]~ PROJECT: BELT LINE RO~D LENGTH: 2,8 KILES BID # 89-050 (I~c~RTHUR BLVD. TO !~! 35E) Tx/gE: 6-L~I~ DIVIDED ~BL~E BI'IW~ 12-8-g8 ESTI~IATE: $6.5 K~LLION ~6I~: B~BEEWE 9nit ~nit l~it !tm Description tlnit i~antitl ~i~ ~unt ~i~ ~t ~i~ ~t 4~ ~C~ STEELi* ~ ~3 0.37 1~,777.31 0.35 1~,492.~ 0.39 t~,~2.57 442 ~~ ~ ~E & ~ ,~ ~ 1~ 1.10 ~,~.~ 1.~ ~,1~.~ 1.~ 31,014.40 ~ ~IL ~CR~ T~2 I~ ~4 ~.~ ~,~.~ ~.~ 113,~.~ ~.~ 1~,7~.~ 465 PIPE S~ CL III 15" ~ LF 151 17.~ ~,~7.~ 17.~ 465 P~ S~S CL III 18" ~P ~ 1~1 18.~ 35,6~.~ ~.~ ~,6~.~ 18.~ 35,6~.~ 465 PIPE ~ ~ III 21" ~ LF 13~ ~.~ ~,~.~ ~.~ 32,5~.75 ~.~ ~,~.~ 465 PIPE S~S Cb III 24" RCP IW 2430 ~.~ 55,~.~ ~.~ ~,395.~ ~.~ 55,8~.~ 465 PIPE S~ CL I~ ~' ~ ~ ~ ~.~ 9,~.~ 31.~ 11,~3.~ ~.~ 9,~.~ 465 P~E S~ ~ I~ ~" R~ ~ 1011 31.~ 31,~1.~ 35.~ 35,~7.75 ~.~ 30,~.~ 465 P~ S~ CL III ~" RCP LF 2~3 41.~ 116,~.~ ~.75 124,~1.~ 41.~ 116,~.~ ~5 P1PE ~ CL ~I 4~' RCP ~ 242 53.~ 12,~.~ ~.~ 13,612.~ 53.~ 12,8~.~ ~5 P~E S~RS ~ 1II 4~' R~ LF 1~1 ~.~ ~,9~.~ 69.~ 105,~9.~ ~.~ ~,4~.~ 465 PIPE ~ CL III ~" ~P ~' 21~ ~.~ 168,1~.~ 87.~ 1~,9~.~ ~.~ 1~,1~.~ 465 PIPE S~RS ~ III ~' R~ ~ 859 ~.~ 79,~.~ 1~.~ ~,~7.~ ~.~ 79,~.~ 465 P~E S~S ~ IV ~' ~ ~ ~ 35.~ 9,240.~ ~.~ 10,1~.~ 35.~ 9,2~.~ ~5 PIPE S~ tL I~ ~' ~ ~ 1~ 1~.~ 12,~.~ 131.~ 13,1~.~ !~.~ 12,~.~ 478 ~LE ~ 4~ D~ E~ 8 2,~.~ ~,~.~ 1,~.~ t2,~.~ 2,~.~ ~,~.~ 470 ~ET ~L~ R~ 8' ~ 39 t,8~.~ 7~,1~.~ 1,~.~ 62,~.~ 1,8~.~ 72,1~.~ 470 I~ET ~L~ ~ 1~* ~ 3 2,1~.~ 6,~.~ 1,7~.~ 5,1~.~ 2,1~.~ 6,~.~ 478 I~ ~L~ RE~ 12' ~ ! 2,~.~ 2,~.~ 2,~.~ 2,~.~ 9,~.~ 2,~.~ 470 I~ET ~L~ ~ 14' ~ 2 ~,~.~ 5,~.~ 2,~.~ 5,~.~ 9,~.~ 5,~.~ 47~ ~ ~L~ ~C~ ~ 5* X 5' ~ t 1,~.~ 1,~.~ 1,~.~ 1,~.~ 1,7~.~ 1,7~.~ 470 ~.ET ~E~ S~ Y 4' X 4' El 3 1,~.~ 3,~.~ 1,~.~ 3,~.~ 1,~.~ 3,~.~ 470 ~ ~L~ ~ 3' X 3' EA 7 1,1~.~ 7,7~.~ 1,~.~ 7,~.~ 1,~.~ 7,~.~ 470 ~ET ~E 2 ~ ~ l l,l~.~ l,l~.~ 1,~.~ 1,~.~ 1,1~.~ 1,1~.~ 470 ~ ~L~ R~ 5' (~) ~ 10 1,~.~ 16,~.~ 1,7~.~ 19,~.~ 1,~.~ 16,~.~ 470 ~ ~ R~ 1~' (~I~) ~ 6 ~,~.~ ~3,~.~ 2,~.~ 12,~.~ 2,~5.~ 13,6~.~ 470 ~ ~E 4' ~ (SD-11,~I~) ~ 3 1,~.~ 4,~.~ 1,~.~ 4,~.~ 1,4~.~ 4,3~.~ 476 JA~ ~/~ ~ 1~' ~ P~ LF 178 110.~ 19,~.~ I~.~ ~3,140.~ 118.~ 19,~.~ 479 PL~ ~ ~ ~ El 5 1~.~ ~.~ ~.~ ~,~.~ 1~.~ ~.~ 4~ R~VE O~ ~E ~E ~ 3 1,7~.~ 5,1~.~ 15,0~.~ 45,~.~ 16,~.~ 48,~.~ 4~ R~E ~P ~ ~ El 4 ~.~ 2,4~.~ 2,~.~ 8,~.~ 5,~.~ ~,~.~ P~JE~: B~? ~ROAD EIq~]]IEER: BUD BEENE LEI~: 2.8 KtLES BID # 89-050 TYPE: 6-LANE DIVIDED **BASE BID** 12-8-88 E~TIMATE: $6- 5 MILLION 6LEN}I TH{~V.%N, I~C. BROI~N & BL~k~EY APAC-TEXAS Item Description Unit ~uantity Price ~unt ~i~ ~t ~i~ ~ 496 REIIOVE OLD S'IRDC~ PIPE I.T/E 18" l~ 207 5.~) 1,035.(~D 10.~ 2,~0.~ 6.~ 1,242.~ 4% R~VE ~ S~E PIPE ~ 18" LF 13~ 6.~ 8,3~.~ 15.~ N,~5.~ 6.~ 8,3~.~ 4% ~VE O~ STR~ C~V~ ~ 2 6,~.~ 12,~.~ 6,~.~ 12,~.~ 5,~.~ 10,~.~ ~ ~BILIZA~ ~ 1 ~0,~.~ ~0,~.~ 511,~.~ 511,~.~ ~4,~.~ ~4,~.~ ~2 ~RIC~, SI~S ~ ~IC B~ ~ 24 4,~.~ ~,~.~ 3,~.~ ~,~.~ 1,~.~ 28,~.~ ~ Fled ~CE ~ ~ 4,~.~ 115,~.~ 1,2~.~ ~,~.~ ~.~ ~,6~.~ 5~ C~ ~B ~ G~ 24" LF ~ 7.~ 3,0~.~ 8.~ 3,5~.~ 10.~ 4,4~.~ 5~ C~C~E ~lV~Y 6" ~ A ~ l~ 19.~ ~,l~.~ 16.~ ~,~.~ 19.~ ~,146.~ 5~ C~CR~E CURB 6" LF ~1 6.~ ~,3~.~ 5.~ 1,105.~ 4.~ ~.~ 5~ ~VE ~ ~CE ~ PAV~ SY ~ ~.~ 1,~0.~ 75.~ 2,7~.~ 57.~ 2,052.~ 5~ CONC~E ~P~A~ SLAB CY ~.8 210.~ 73,148.~ 1~.~ 62,678.~ ~.~ ~,8~.~ 5~ C~CR~ ~l~ ~ B ~ ~ 18.~ ]2,312.~ ~4.~ 9,576.~ 16.~ 11,2~.~ 536 ~LI~C ~I~ N~E ~ 8 3~.~ 2,~.~ 3~.~ 2,~.~ 370.~ 2,~.~ ~0 ~F (~T 5'-6' L~ (3.2 GA~E) ~0 ~ ~R ~ ~ ~ 330.~ 9,~.~ 3~.~ 9,135.~ 310.~ 9,~.~ 5~ CHAIN LI~ SE~TY F~CE LF 135 16.N3 2,360.~ 15.~ 2,0~.~ 16.~ 2,1~.~ 6t8 C~U~ ~' PVC ~ ~ ~ 2478 1.75 4,~.~ 1.67 4,1~.~ 2.~ 4,9~.~ 618 C~ 3" PVC ~E ~ LF 1102 3.~ 3,7~.~ 3.~ 3,592.52 3.~ 3,~.~ ~ 18" S~P B~ LC ~ 7.50 ~0.~ 9.45 415.~ i~.~ 440.~ 672 6"X 6" J]~E ~ (R~.) ~ ]-C E~ ~ 11.~ ~5.~ 12.~ 6~.~ 13.~ 6~.~ 676 ~C ~S ~. 4" (P-15-W) ~ 17~ 5.~ 8,670.~ 4.~ 7,~.~ 4.~ 7,369.~ 676 ~FIC ~ ~ ~FL. 4" (P-7-W) EA 416 2.~ 9~.80 2.~ 1,~.72 2.45 1,019.~ ~ 12" ~E ~ ~ ~ ~ ~ 37.~ 9,6~.~ ~.~ 15,~.~ 37.~ 9,6~.~ ~30B 1T' ~E l~ ~ ~ ~ BRI~E LF g59 325.~ 1~,375.~ ~.~ ~,~.~ 57.~ 31,783.~ ~31 12" ~Y ~ P~Z LF 178 32.~ 5,6~.~ 30.~ 5,~.~ 32.~ 5,6~.~ ~ 1M' GA~ V~V~ ~ 4 ~.~ 3,~.~ 7~.~ 2,~.~ ~.~ 3,~.~ ~ S~T~Y S~ ~ 4' D]~ EA 1 3,~.~ 3,~.~ 2,~.~ 2,~.~ 2,~.~ 2,~.~ ~7 S~T~Y S~ ~LE ~ A EA 1 2,~.~ 2,~.~ 2,~.~ 2,~.~ 2,~.~ 2,~.~ ~ ~UST WA~ ~ EA 3 ~.~ 1,~.~ 2~.~ ~.~ 7~.~ 2,2~.~ ~1 A~ ~T~ V~VE ~V~ & RIS~ P~E EA ~ 1~.~ 3,2~.~ 1~.~ 4,0~.~ 1~.~ 2,7~.~ ~2 ~g~ E~G S~T~Y S~ ~E ~ 6 2~.~ 1,~.~ 7~.~ 4,~.~ 4~.~ 2,7~.~ PR~£CT: ~ I~ R(~d) I~: 2.8 ~.F_q BID # 89-050 (FzcAR~3{OR BLV3). ~) Iu~ 55E) ?~rPE: 6-~E DI¥I~D **B~E BIIm 12-8-88 ESTIR~: $6.5 9LEN]4 THORMA~, INC. BROWIq & BLAKNE¥ APAC-TEXAS ~J t ~it b~,it Item Description t~it Quantity Price Amount Price Amount Price A~ount 2043 ADJUS? AND/OR RELOCITE FIRE HYDRANT EA 18 1,200.00 21,600.00 500,00 9,000.00 1,200.00 FI,600.00 2050 FLAP A~D SLIDE 8AT~S gA 2 26,000.00 52,000.00 22,500.00 45,000.00 28,000.00 56,000.00 4010 ?RENCH S~PPOR~ SYSTEM LF 7966 0.53 4,221.98 3.00 23,898.00 1.00 7,966.00 G.%LVAFIZED S~EL }IANDRAIL LF 46.8 51.00 2,5.80 32.00 1,497.60 50.00 2,340.00 **deleted if alternate bid awarded BASE BID ~9~AL 5,991,191.41 6,155,535.82 6,218,327.69 BELT LI~E ROAD LI:)N~I~: 2.8 MILES BID # 89-0.50 (PmcARTHUR BLVD. TO IH 35E) TYPE: 6-LANE DIVIDED **BASE BID** 12-8-88 FSTIMATE: $6.5 }{ILL/ON CLEhRW;%TER CO~ST. ALLEN CONS?. COMP. Unit Unit l~nit Item Description ~it Quantity Price Amount Price ~mount Price *******************************************************************a-~ a a*****************a*a~*******~*a*a~***~* a a~** a~*a a ~*********aa~ a*a ~aaaa 164_ 249 ~60 260 340 340 350 36O 36O 360 360 416 416 423 621 421 421 421 421 921 422 423 42b 425 428 432 432 432 432 440 B,~0M)C;%S~ SEED]7~3 S¥ 73241 FLEX BASE TY A, ~1~ 1, CL 3 (DEL,DC) CY 260 LIME SLURRY T¥ h O~ B TO){ 1207 I.]ME TREATED SU6BRADE, DC SY 89215 lqMAC TY B ?ON 149 }~{AC TY D (2") TON 60 !4(3"1' MIX COLD LAID ASPBAL? TY Z TO{q 50 CONCRETE. PIV~ REI]~CED 8" SY 85693 6" MO~O CURB LF 52141 COI~CRETE S~REE'I' HEADF-.~ LF 182 CONCRETE R;%ILROAD BEADER I.F 328 DRILLED SHAFT 30" LF 4924 DRILLED SHAFT 36" LF 460 CL C CONCRETE 3B14CTION BO2( C¥ 55.2 (,L ;% CONCRETE HEAI)WAYY & W]]4(~AIJ. 6¥ 124.9 CL {% CONC HEAl]WALL PIPE ONLY ~ ~11.1 fL C CO]{C CULVERT CY 299.5 CL C CONC SIHGLE BO]{ CI)LYF~ C¥ 2229.8 6L C CONC SLUICE GRATE STRL~ CY 77.6 CL ¢ CONC ~ ~ 278.4 CL C C01,1C BEef C¥ ..34:2.5 REDIFORCED COliC SLKB SF 83142 RETA3311]{6 WM,L SE 2706 PRES?R~F2) (DIIC BF, IIi ~ C LF 10356.5 PI~.~TR~F. J3 CONC ~ ~ IV I,F 14.343 CONC ~FACE '1'RF~;%'I"}iIEI~"I S¥ 9237 CL B CO~IC RIP ~ CY 712 CL B ~"{C{~I~ FLD}iE CY 37.2 CL A COLIC RIP RIP CY 144 TY ;% HROU'I'ED RiWilK RIP ~ CY 1~.2 PREFORMED JO~ SE;%I, 2 1/~'(PJS) LF 716.6 REII~FORC3'I~ gl'EEL ~ 226252 0.40 29,296.40 0.50 ,36,620.50 0.30 21,972.30 36.00 9..360. O0 30.00 7,800.00 35.00 9,.100.00 57.00 68,799.00 70.00 84,490.00 52.00 62,764.00 1.10 98,136.50 1.00 89,215.00 1.65 147,204.75 50.00 7,450.00 65.00 9,685.00 65.00 9,685.00 50.00 3,000.00 65.00 3,900.00 75.00 4,500.00 50.00 2,500.00 50.00 2,500.00 50.00 2,500.00 t3.85 3,0t5,462.0.5 t6.(X3 1,371,088.00 15.00 1,285,395.00 1.00 52,141.00 1.50 78,211.50 1.00 52,141.00 5.80 910.00 8.00 ],456.00 5.00 910.00 9.00 2,952.00 23.00 7,544.00 12.00 3,936.00 40.00 196,960.00 50.00 246,200.00 45.00 221,580.00 50.00 23,000.00 60.00 27,600.00 50.00 23,000.00 3~50.00 19,320.00 340.00 t8,768.00 400.00 22,080.00 300.00 37,470.00 290.00 36,22_1.00 400.00 49,960.00 300.00 33,330.00 335.00 37,218.50 400.00 44,440.00 .300.00 89,850.00 200.00 59,900.00 280.00 83,860.00 232.00 517,313.60 200.00 445,960.00 2~0.00 557,450.00 400.00 31,040.00 320.00 24,832.00 350.00 27,168.00 470.00 130,848.00 250.00 69,600.00 400.00 11},360.00 470.00 160,975.00 220.00 75,350.00 400.00 137,000.00 5.,50 457,281.00 7.20 598,622.40 6.00 498,852.00 ~5.00 67,650.00 22.00 59,532.00 22.00 59,532.00 35.00 362,477.50 40.00 414,260.00 45.00 466,042.50 .~5.00 50,260.00 42.00 60,312.00 45.00 64,620.00 1.00 9,237.00 0.80 7,389.60 0.80 7,389.60 200.00 142,400.00 140.00 99,680.00 150.00 106,800.00 250.00 4,300.00 160.00 2,752.00 200.00 3,440.00 200.00 28,800.00 140.00 20,160.00 180.00 25,920.00 100.00 15,320.00 170.00 26,044.00 100.00 15,320.00 10.00 7,166.00 14.00 10,032.40 12.50 8,957.50 0.50 113,326.00 0.30 67,875.60 0.40 90,500.80 BID TABIlLA?ION ka OJ ECT: BELT LIllE ROAD ENGINEFmm. R: BUD BEE]4E I,FA(GTH: 2.8; MILES BID # 89-050 TYPE: 6--I,ANE DMDED **BhSE BID** 12-8-88 ~TtMA'I'E: $6.5 MILLION CLEARWATER COILS'/. ALLElt CO}ISl. e(3k~lp. FIJ%TIlION b~it U~it Unit Item Description :J~it ~uantit] Price ~ount Price ~t ~i~ ~t 440 R~O~ STE~~ LF ~ 0.~ 182,131.~ 0.30 1~,~8.~ O.~ 145,705.~ 442 STR~L ST~ S~E & ~R JO~ ~ 1~ 1.~ !9,~.~ 1.~ ~,~.~ I.~ 24,~.~ 4~ RAIL ~ T~ i.F ~4 ~.~ 1~,~.~ ~.~ I~,~.~ ~.~ 1~,576.~ 465 PIPE S~S CL III 15" R~ LF 151 18.~ 2,718.~ 17.~ 2,~7.~ 16.~ 2,416.~ ~5 PIPE S~ CL III 18" R~ LF 1~1 ~.~ ~,6~.~ 19.~ 37,639.~ 18.~ 35,~.~ 465 P~E S~ ~ III 21" ~ ~ 13~ ~.~ ~,~8.~ ~4.~ ~,576.~ ~.~ ~,~0.~ 4~ P~E S~ CL III 24" R~ h~ ~ ~.~ 55,~.~ ~.~ ~,180.~ ~.~ 53,~0.~ 465 P~E S~ CL III ~' RCP ~ ~ ~.~ 11,4~.~ ~.~ 11,4~.~ ~.~ 9,575.~ 465 P~E ~ ~ III ~' R~ ~ 1011 35.~ 35,~5.~ 35.~ 35,~5.~ ~.~ ~,3~.~ 465 PIPE ~S CL Ill ~" RCP ~ 2~3 42.~ 119,4~.~ 42.~ 119,~.~ ~.~ 113,7~.~ 465 P~E S~ CL Ill ~' R~ LF ~2 ~.~ i4,0~.~ 70.~ 16,~.~ ~.~ 12,1~.~ ~5 P~E S~S ~ Ill ~' R~ LF 1~1 70.~ t07,170.~ 85.~ 1~,135.~ ~.~ 91,~.~ ~5 PIPE S~ CL III ~" RCP LF ~02 95.~ 1~,6~.~ 95.~ 1~,6~.~ 75.~ 157,6~.~ ~5 PIPE S~S ~ Ill ~' ~ ~ ~9 ~15.~ ~,785.~ 1~.~ 103,~.~ ~.~ 77,310.~ ~5 PIPE S~ ~ IV ~' R~. ~ ~ 40.~ 10,~.~ ~.~ 10,~.~ 35.~ 9,~.~ 465 PIPE S~ CL I~ ~' ~ LF 1~ 145.~ 14,~.~ 130.~ 13,~.~ 1~.~ 12,~.~ 470 ~ ~L~ 4~ DIA EA 8 2,~.~ 17,~.~ 1,7~.~ 13,~.~ 2,~.~ ~,~.~ 470 I~ ~ R~ 8' F,A 39 1,4~.~ ~,~.~ 1,~.~ 70,~.~ 1,~.~ 70~.~ 470 I~ ~L~ ~ 10~ ~ 3 I,~.~ 5,4~.~ 2,~.~ 6,~.~ 2,~.~ 6,~.~ 470 l~ ~L~ R~ 12' ~ 1 1,~.~ 1,~.~ 2,~.~ 2,~.~ 2,~.~ 2,~.~ 470 ~ ~L~ R~ 14~ ~ ~ 9,~.~ 4,~.~ 2,~.~ 5,~.~ 2,~.~ 5,~.~ 470 I~ ~L~ ~C~ Y 5' X 5' ~ 1 1,~.~ 1,~.~ t,~.~ l,~.~ 2,~.~ 2,~.~ 470 ~ ~ ~ Y 4+ ~ 4' ~ 3 1,~.~ 4,~.~ 1,4~.~ 4,~.~ 1,~.~ 3,~.~ 470 I~ C~L~ Y 3' ~ 3' EA 7 1,~0.~ 8,~.~ 1,~.~ 7,~.~ 1,~.~ 7,~.~ 470 ~ET ~LE~ 2 ~ ~ 1 1,~.~ 1,~.~ I,~.~ 1,~.~ 1,1~.~ 1,1~.~ 470 ~ C~ ~ 5' (~) R lO 1,~.~ 12,~.~ l,~.~ 14,~.~ 1,~.~ 16,~.~ 470 ~ ~L~ RK~ 10' (~) ~ 6 1,~.~ 9,~.~ 2,~.~ 14,~.~ 2,~.~ 13,~.~ 470 ~ET ~LE~ 4' ~ (S~ll,~IFI~) EA 3 1,~.~ 3,~.~ I,~.~ 4,~.~ 1,~.~ 4,~.~ 476 J~K ~/~ ~ 1~' ~ P]~ LF 178 75.~ 13,~.~ 1~.~ ~,140.~ llO.~ 19,~.~ 479 PL~ 4~ ~E ~ ~E ~TJ. ~ 4 ~.~ 2,4~.~ 6~.~ 2,~.~ 5,~.~ ~,~.~ PR~IEtT: BF~LT LIHE RO~/) LF/~TH: 2.S HII~ BID ~ 89-050 (MacAR?HUR BLVD. ?0 IH 35E) ~fPE: 6-I~ D/VIDED **BASE B/D** ]2-8-8~ ESTIMATE: $6.5 MILLION BUD BE}2{E CLF~ATF~ CONST. A[.I~ C~qST. COMP. F~AT/RON 496 4% 496 5OO 5,92 530 53O 530 53O 53O 5.34 536 536 540 540 59O 618 618 666 676 6'/6 ~qO30B 2031 ~33 2O37 2041 R}~OVE OLD STRUL~)RE P1TE LT/E 18" LF ~7 10.~ R~VE OLD ~IR[k~E PIPE ~ 18" LF 13~ !5.~ RF~ O~ S~ OL~ EA 2 5,~.~ ~C~, SI6NS ~ ~AFFIC ~I~ ~ ~ 2,~.~ FInD W~CE ~ 24 ~,~.~ ~N~ C~ ~ ~ 24" LF ~2 10.~ ~N~E ~ 6" LF ~ 1.~ ~I~ PA~ (~ I) ~ 2 75.~ ~VE ~ REPL~ BRI~ PA~ SY ~ 1~.~ ~ APP~A~ ~B ~ 3~.8 2~.~ ~N~E ~l~ ~ B S~ ~ 15.~ ~NOLI~C ~ N~ ~ ~ ~.~ ~F (~T 5'-6' L~ (12 6A~E) LF l~ i0.~ ~ ~C~R SE~ ~ ~ 3~.~ C~IN LIH S~ FB~ LF 135 8.~ C~UIT 7' PVC ~D~E ~ ~ ~78 5.~ ~ 3" PVC ~LE % LF 1102 6.~ 18" S~ B~ LF ~ 15.~ 6~ 6" JI~E ~F~C B~S ~. 4" (P-l~) ~ 12~ 5.~ T~HC ~ ~ RFL. 4" (P-~-W) ~ 416 5.~ 1~' ~E I~ ~ ~ ~ ~ ].10.~ 1~' D~E ~ ~ ~ ~ ~ LF 859 1~.~ 12" S~ARY S~ PgE ~ 178 ~.~ ~T~Y S~ ~ 4' BI{ EA 1 3,~.~ SBIT~Y S~ ~LE ~ ~ EA 1 3,~.~ ~O~ WA~ 2,070.00 ~0,985. O0 10,000.00 650,000.00 60,000.00 4,420.00 33,748.00 221.00 150.00 3 10,260.00 2,400.00 t6 ~500.00 10.500. O0 1,080.00 32,390. O0 6,612.00 400.00 8,63'0.00 2,080.00 28,600.00 111,670.00 4,000.00 3,500.00 3,500.00 8,100.00 3,600.00 9.00 1,863.00 15.00 3,105.00 10.00 13,990.00 10.00 13,990.00 1,500.00 3,000.00 12,500.00 25,000.00 600,000.00 600,000.00 630,000.00 6..-.-.-.-.-.-.-.-.~3., 000. O0 2,500.00 60,000.00 3,000.00 72,000.00 700.00 16,800.00 2,000.00 48,000.00 8.00 3,536.00 10.00 4,420.00 .~2.00 33,748.00 20.00 30,680.00 5.00 ~,105.00 6.00 1,326.00 lO0,O0 i~.00 80.00 160.00 15.00 10,260.00 20.00 13~680.00 65.00 520.00 500.00 4~000.00 14. iX) 23,100. O0 12.50 20,625. O0 400.00 12~000.00 400.00 12,000.00 9.00 1,215.00 20.00 2~700.00 5.00 12,390.00 3.50 8~673.00 5.00 5~510.00 6.00 6~612.00 30.00 1,320.00 10.00 440.00 15.00 750.00 14.00 700.00 2.20 3,814.80 4.00 6~936.00 2.20 915.20 2.50 1~040.00 30.00 7~800.00 35.00 9~100.00 45. O0 38,655. O0 75.00 64~425. O0 t3.00 2~314.00 20.00 3,560.00 2,000.00 2,000.00 1~500.00 1~500.00 2~000.00 2,000.00 2~500.00 2~500.00 250.00 750.00 500.00 1,500.00 150.00 4,050.00 100.00 2~700.00 ROAD ~1"~: R,8 ~L~S R/D # ~9-050 (~cART}tUR BLVD. TO D{ 35~) ?~PE: 6-LANE DI¥ID~D **BASF. BID** 12-$-~B ~ST~AT~: $6. % CLF. ARWATER COIqST. ALLEN CO}{ST. COMP. 2043 Al)gl)ST AND/OR RELOC]%TE F3]iE h%B)RANT gA 18 ~,000.00 t8,000.00 600.00 10,800.00 1,200.00 21,600.00 2050 ~ AND SLIDE GNrES gA 2 25,000.00 50,000.00 24,000.00 48,000.00 15,000.00 30,000.00 4010 TRZNCT{ SUPPORT SYSTEM LF 7966 3.00 23,898.00 1.50 11,949.00 0.50 3,983.00 GALVANIZED STEEL ~I)~All. LF 46.8 40.00 1,872.00 35.00 1,638.00 50.00 2,340.00 **deleted if alternate b}4 awaraed BASE BID TOTAL 6,298,390.55 6,420, 2~0.20 6, 626,747.65 ~I1) ?ABLU~ATION P~OJE.C?: BF, L? LI}{E RO),D [/.N~"~H: 2.8 MILES BID ~ 89-050 (~-~cARg BLVd. ~0 1-H 35E) ~/PE: 6-I~ DI¥IDE?) **B~E BID** 12-B-88 F~'FI~TE: $6.5 F.}~GINEER: Big3 BEE}IE R E HABLE 164 BROadCAST SEEDI]~ S¥ 73241 0.70 51,268.70 0.15 10,986.15 249 FLEX BASE ~ A, ~R 1, ~ 3 (~,~) ~ ~ ~.~ 7,~.~ ~.~ 7,2~.~ ~0 LI~ SLU~Y ~ A ~ B ~N 1~7 85.~ 102,595.~ 62.~ 74,8~.~ ~0 LI~ ~T~ S~E, ~ ST ~15 1.35 ~,4~.~ 3.~ ~7,~5.~ ~0 ~C ~ B ~ 149 ~.~ 8,~0.~ 35.~ 5,215.~ ~}0 ~C 9 U (2") ~ E ~.~ 3,~.~ ~.~ ~0 ~ ~ COLD LAID ~P~ ~ Z ~N ~ 50.~ 2,~.~ 45.~ 2,~.~ ~q ~N~E~ PA~ RF,~CED 8" SY 8~93 14.~ 1,273,3~.98 t3.~ 1,114,~.~ ~0 6" ~0 C~B LF 52141 3.~ 1~,4~.~ 3.~ ~ ~NCR~ ~EC ~ LF 1~ 9.~ 1,~.~ 11.~ 2,~.~ ~ CON~ ~I~ ~D~ I.F 328 l] .~ 3,~.~ 63.~ ~,~.~ 41~ DRILLED SHA~ ~" LF 4924 ~.70 3~,~8.~ 45.~ ~1,~.~ 4Ih DRIIi~ S~ ~" ~ ~ 78.~ ~,018.~ 60.~ ~,~.~ 421 CL C CON~ ~ ~X ~ 55.2 470.~ 25,~4.~ ~.~ ~,~.~ 421 ~iL A ~ETE H~ & ~ CY 124.9 410.~ 51,~.~ 4~.~ ~,~5.~ 421 CL A CONC ~ PIPE ~Y CY ~11.1 4~.~ 46,~2.~ 7~.~ ~,~7.~ 42l ~ C C~C C~,~ ~ ~.5 ~5.~ 1~,317.~ 416.~ 124,592.~ 421 CL C CL~C S~LE ~X C~V~* C? ~.8 ~7.~ 752,7~.~ 1~.~ ~,470.~ 42] fL C CONC ~CE G~ ~~ ~ ~.6 5~.~ 41,128.~ ~5.~ 32,~.~ 421 gL C C~C ~ ~ ~8.4 337.~ 93,8~.~ ~.~ 139,~.~ 421 CL C ~C B~ CY ~2.5 ~5.~ !31,862.~ ~.~ 171,~.~ 4~ REI~RC~ ~C ~ SF ~1~ 5.~ 4~,9~.~ 6.~ ~,~.~ 4~ RETA~ ~ SF ~ 26.~ 71~7~.~ 35.~ ~,710.~ 4~ ~ED ~C ~ ~ C LF 1~.5 39.~ 4~3,~1.75 45.~ ~,~2.~ ~ ~S~ C~C ~ ~ ~ LF 14~ 39.~ ~,7~.~ 55.~ 78,~.~ 4~8 ~NC ~FACE ~E~ SY 9~7 0.~ 8,313.~ 0.~ 4,61~.~ ~32 CL B ~NC R~ R~ ~ 712 1~.~ 128,1~.~ 170.~ 121,~.~ 432 ~ B C~ FL~ ~ 17.2 2~.~ 4,~.~ 185.~ 3,182.~ ~2 CL a C~C R~ RIP CY 1~ ~.~ ~8,~.~ 185.~ 26,~.~ 432 ~ A G~ED R~ RIP ~ CY 153.2 170.~ ~,~.~ ~.~ 9,192.~ ~ P~D ~0~ SEAl, 2 }/F'(P3S) LF 716.6 13.~ 9,315.~ 15.~ 10,749.~ ~0 RE~F~CI~ ~ LB ~252 0.40 ~,5~.~ 0.45 101,813.~ ~ID T~L~TIO~ PROJECT: BELT LllqE ROAD LENGTH: 2.8 MILES BID # 89-050 (~,lac~RTS'OR BLVD. ~ IM 3,5E) TYPE: 6-LA);E DIViDED **BASE BID** 12-8-88 ESTIMATE: $6.5 ~/LLION ENG/NEER: BUD BEENE R E MABLE SUNMOUI~f ¢~RP. Item Description ~.it ~antiti Price ~ount ~i~ ~t Pri~ ~mt 440 REIltFORClI~ STEEL** LF 364263 O. 40 145,705.20 O. 46 167560.98 442 BTRUCTIII~L STEEL SHOE & ARMOR JOl]~ LB 19384 1.~0 21,32'2.40 1.~5 24,230.00 450 I~IL CO~CRTE ~5(Y2 LF 5024 26.00 130,624.00 35.00 175,840.00 465 PIPE SEWEItS CL III 15" RCP LF 151 25.10 3,488.10 15.00 2,265.00 465 PIPE ~ CL III 18" RCP LF 1981 25.50 50,515.50 16.00 31,696.00 465 PIPE SEb/ERS CL IlI 21" RCP LF 1399 27.70 35,752.30 18.00 25,182.00 465 PIPE SEWF~S CL III 24" RCP LF 2430 30.50 74,115.00 ~.00 53,460.00 465 PIPE SEWERS CL Ill 27" ~ LF 383 32.70 32,524.10 ~5.00 9,575.00 465 PIPE Sf, WERS CL III 30" RCP LF loll 41.20 41,653.20 27.00 27,297.00 465 PIPE SEWERS CL III 36" IICP LF .9843 48.30 137,316.90 35.00 99,505.00 465 PIPE SISTERS CL III 4~' RCP LF 242 53.30 12,898.60 50.00 12,100.00 465 PIPE SEWERS CL iii 48" IICP LF 1531 78.20 119,724.-90 60.00 91,860.00 465 PIPE SA!4ERS CL III 54" RCP LF 2102 95.40 196,326.80 70.00 147,140.00 465 PIPE SEWERS CL III f~P' IlCP LF 859 98.00 84,18'2.00 90.00 77,310.00 465 PIPE SEWERS C~ IV 3~' ilCP LF 264 44.50 11,748.00 30.00 7,920.00 465 PIPE SEWERS CL IV 6(~' RCP LF 100 126.80 12,680.00 105.00 10,500.00 470 MAIIIIOLE Ct'i~LETE 4' Dll~ gA 8 5,650.00 29,200.00 4,000.00 32,000.00 470 iNLET COMPLETE RECESSED 8' EA 39 1;800.00 7~,200.00 2,500.00 97,500.00 470 ii'LET C(I~LETE RECESSED 1~' gA 3 1,9.50.00 5,850.00 3,700.00 470 lqILET COMPLETE RECESSED 12' ZA 1 2,250.0~ 2,250.00 4,000.00 4,000.00 470 iNLET COMPLETE RECESS_J) 14' f~ 2 2,450.00 4,900.00 4,800.00 9,600.00 470 II, LET C(I~ SPECIAL ¥ 5' X 5' F~ 1 1,350.00 1,350.00 2,000.00 2,000.00 470 II'ET COMPLETE SI~CIM~ ¥ 4' X 4' EA 3 t,050.00 3,150.00 1,600.00 4,800.00 470 IIILET COMPLETE Y 3' X 3' gA 7 t,000.00 7,000.00 ],200.00 8,400.00 470 INLET COMPLETE 2 (~ItA~E F~ I 1,050.00 1,050.00 1,500.00 1,50~.00 470 lq~LET COMPLETE RECESSED 5' (I~ODIFIED) F~A lO 1,700.00 17,000.00 2,800.00 28,000.00 470 INLET COMPLETE RECESSED 10' (~IODIFIED) ~A 6 2,450.00 14,700.00 3,700.00 79,200.00 470 ~ COMPLETE 4' ¥ (SD-11,1~ODIFIED) gA 3 1,200.00 3,600.00 2,200.00 6,600.00 .i76 ,IACK MID/OR BORE 18" ~ PIPE LF 178 170.00 30,260.00 175.00 31,150.00 479 PLUG AND ABOIII)ON MAIIHOLE gA 5 500.00 2,500.00 600.00 3,000.00 496 REMOV~ OLD S~IlDCTIIRE LAI~E gA 3 20,000.00 60,0(X).00 30,(D0.00 90,000.00 496 REMOVE OLD STRI}(YIDRE SlgJuL gA 4 400.00 1,600.00 300.00 1,~30.00 BID T~R'UI~TI~ pP,(kIECT: BFJ~T LIhrE R~AD LE~: 2.8 KILES BIO # 89-050 (~%acM~YHUR BLVD. U~3 ]}] 35g) ?;Pg: 6-L}d~g DI¥1q)ED **?,%SE BID** 12-.8-8~ ESTIMATE: $6.5 FJqSINEER: BFD BF~ R E }{ABLE $~}~MOb~ CORP. b~Jt lh~it ~it It ~m Pescription Unit ~h~ant ity Price ~otmt Price An~)unt l~rice An~mt 496 REMOVE OLD STRUCTURE PIPE L?/E 18" LF 207 7.00 1,449.00 12.00 2,484.00 496 R~VE OLD STRUCTURE PIPE ~T 18" LF 1399 10.00 13;990.00 7.00 9,7!~3.00 496 REMOVE OLD STRDCTI)RE CULVERT EA 2 4,000.00 8,000.00 8,000.00 16,000.00 500 MOBILIZATION Lq i 284,400.00 284,400.00 600,000.00 600,000.00 502 BARRICADES, $IGIIS A){I) TRAFFIC }{ANDL/IIG MO 24 2,000.00 48,000.00 8,000.00 ~92,000.00 504 FIELD OFFICE MO 24 1,000.00 24,000.00 1,500.00 36,000.00 530 CONCR~.~IE CURB AN9 GI~R 24" LF 442 9.00 3,978.00 10.00 4,420.00 530 CONCRETE DRIVEWAY 5" CL A S¥ 1534 7.3.00 35,282.00 .%0.00 46,020.00 53;0 CONCRETE CURB 6" LF 221 9.00 1,989.00 5.00 1,105.00 530 BRICK PAVERS (HOI~ I) S¥ 2 150.00 300.00 200.00 400.00 530 REMOVE AND REPLACE ]L~ICI[ PI~¥ZRS SY 36 75.00 2,700.00 100.00 3,600.00 5.34 CONCRETE APPROACH SLAB CY 3.38.8 200.00 67,760.00 200.00 67,760.00 536 CONCRETE MEDIAN CL B S¥ 684 18.00 12,312.00 20.00 13,680.00 536 I%~NOLITI{-[C MEDIAN I{OSE gA 8 100.00 800.00 80.00 640.00 540 MBGF (POST 5'-6' I~TH (12 GAUGE) LF 1650 9.]5 16,087.50 10.00 16,500.00 540 TERMINAL ANC}{OR SECTION EA 30 300.00 9,000.00 300.00 9,000.00 590 CHAIN I/NK SECURITY FENCE LF 135 15.00 2,025.00 12.00 1,620.00 618 CONDUIT 2" PVC SCHEDULE 40 LF 2478 1.60 3,964.80 5.00 12,390.00 6]8 CONDUIT 3" PVC SC~3)ULE 40 LF 1102 3.10 3,416.20 6.00 6,612.00 666 ~8" STOP BAR LF 44 6.80 299.20 2.00 88.00 672 6"X 6" JIC~ BARS (REFI..) TY 1-C F~ 50 10.30 515.00 11.00 550.00 676 TRAFFIC BI--NS REFL. 4" (P-15-W) KA ~734 4.60 7,976.40 4.00 6,936.00 676 TRAFFIC BI71"l~ IK~ REFL. 4" (P-7-W) EA 416 2.10 873.60 3.00 lf248.00 2030A 12" DUCTILE IRON HATER M~IW LF 260 90.00 23,400.00 100.00 26,000.00 2U30B 12" DIICTILE ll~ WATER MA])I ON BRIIWiE LF 859 80.00 68,720.00 85.00 73,015.00 2031 12" 5AIIITAR¥ SE~ PIPE LF 178 27.00 4,806.00 20.00 3,560.00 2033 12" GATE ~ALVES EA 4 1,100.00 4,400.00 2,000.00 8,000.00 ~036 SANITARY SEWER MAl~LE 4' DIA F.A 1 3;000.00 3,000.00 3,600.00 3,600.00 ;-~37 SANITARY SEWER MANMOLE TY A gA 1 2,700.00 2,700.00 4,000.00 4,000.00 2040 ADOUST VA?ER METER EA 3 150.00 450.00 350.00 3,050.00 2041 AI)Jt)ST HATER VALVE COVER & RISER PIPE EA 27 270.00 7,290.00 200.00 5,400.00 2~2 ADJOST [2(IS~ S~u%IITI~R¥ SEWgR R~;HOLE EA 6 1,500.N 9,~.00 ~30.~ 3,6~)0.~ P~J[CT: 1~? bI]~ ~OID t, gl~l~: ~,8 KIIl$ BID ~ 89-050 .',~acARTH~ ~LVD. ~ I}l 35g~ TYP£: 6-LANE DIFiDED **BIS~ BID** 12-8-88 f~IHI~TE: $6.5 ~LLION E~I~F~: BIJD BEZI/E R F. ~ABLE St~aO1Dt~ CORP. l.~it ~it ~it Itea Description ~nit ~uantit~ Price Amount Price Amount l~'ice Amount 2043 AD,]US'~ A}ID/OR R~ATE F'II{E ){YI)P.~B~,'~ ~ 18 6~.~ 10,~.~ 1,1~.~ 19,~.~ 4010 ~CH S~ SY~ LF 7~ 1.~ 7,~.~ 1.~ 7,~.~ G~V~IZ~ STE~ ~ 7 46.8 ~.~ 1,~2.00 55.~ 2,574.~ **~let~ if alte~e bid a~ ~ BID ~ 6,747,007.54 6,920,425.03 B'ID ?ABULATIO}{ PROJEC~: BELT LIHE RO/kU (~cAR~{~ BLVD. ~Y) IH 35E) ENGIHEER: BUD BEENE L~: 2.8 ~fPE: 6-I~ DIVIDEJ) ES~FI}~TE: $6.5 MFH.Y.ION ADS,FiN PAVIHG CCA~J/Y C0N® CONSS~UCI~N BID # 89-050 12-8-88 ED BF2A CONS~UC~ON Unit Unit Unit It~ [~scription Unit ~tity Prim hnomt Price Nnount Pric~ Nnount 164 BROADCAST SEEDIHG SY 53533 0.20 10,706.60 0.15 8,029.95 0.19 10,171.27 249 FLEX BASE TY A, ~R 1, CL 3 (DEL,DC) CY 260 34.30 8,918.00 36.00 9,360.00 32.85 8,~41.00 260 LI~ SLb~¥ ~,f h OR B ~)N 15~ ~.50 74~121.00 57.~ 90~8E~.~ 49.09 ?8,249.4/3 260 L]!~E ~FA~D SMBRADE, [E SY 11~13 1.20 141~615.60 1.00 118,013.M 1.~ 118,013.M 340 }B~AC ~/ B ~DN 149 68.M 10~132.M 50.~ 7,45~).~ 39.90 5,945.10 3~ ~BiAC ~f D (~') ~NDN 60 71.~ 4,~0.00 50.[M3 3,~.{~3 5~.~ 3,528.~ 350 Hi~f }{IX COlD IAID ASp}{~I.T ~ h UN 50 50.00 2,500.00 M.M 2,5~30.~ 50.~ 2,500.~ 360 C~NCRE~ PAVE%4~ REIHFORC~J) ~' S¥ 111255 11.59 1,289,~5.45 13.00 1,4~,315.00 12.03 1,338,39~.65 360 6" ~DNO CURB LF 51952 1.25 64~940.00 1.00 51,952.00 1.00 360 C0//CRETE S~EET H~M)F,R LF 182 6.{M~ 1,092.[MD 5.00 910.~ 3.83 697.06 360 C~MTE PAILROM) HF~ER LF 328 12.~ 3,9~.[K) 8.00 2,624.00 8.76 2,873.28 416 I)RI_IEED S~ 30" LF 4924 49.60 2~230.40 49.M 241,276.~ 52.08 ~6~z~41.92 116 DRILLEJ) SHA~'~ 36" 1~ ~0 60.25 27,715.00 65.{~3 29,~0.~ 63.26 29~099.60 421 CL C CONL'R~I~E ~CfI(~/ ]~DX CY 55.2 305.{~3 16,836.[~ 316.M 17,~3.20 22r2.60 12,287.52 ~21 CL A CfH/CP~ETE HF~AIE & WIH~A~ CY 124.9 247.~ 30,850.2~3 403.{M3 5/),334.70 202.65 ~,310.99 421 L% A C~)NC }~ PIPE ONLY CY 111.1 350.~ 38,885.(X) 3~.00 38~5.00 183.75 {21 C~ C CONC O~M~ CY M.5 275.® 82~362.~ 216.~ ~692.~ 1~.~ ~1~.88 421 CL C C~C S~GLE ~X ~MN ~ ~.8 150.M 3~4~0.~ 1~.00 3~,7~.~ 175.35 390~995.13 421 CL C C~C SLICE G~ S~U~ES ~ 77.6 670.~ 51~992.M B6.M 18,313.~ ~6.65 22,2~.~ 421 ~ C C~C B{ ~ ~8.4 210.~ 58~4~.~ ~0.00 ~032.~ ~.50 61~387.~ ~21 CL C ~C B{ CY ~2.5 210.~ V1~925.00 ~.~ 78~75.~ ~.~ 4~ ~ORC~ C~C S~ SF 831~ 6.80 ~5,~5.60 7.~ 615~.80 7.14 593~633.88 423 RD~8~ SF ~ ~.M 108,2~.~ ~.M 70~3~.~ ~.~ 425 PRES~ESSED CONC B~ ~ C LF 1~.5 ~.~ 455,686.00 36.50 3~8,012.25 6.~ 478~470.30 425 PRES~S~ C~C B~ ~ D LF 1436 ~.00 63,1~.00 36.50 52~414.~ 6.~ ~.~ 428 CONC SMACE ~D~ SY 9237 0.~ 4,618.M 1.~ 11~.~ 0.53 ~895.61 432 CL B CONC RIP ~ ~ 712 145.M 103,240.M 185.M 131,7~.~ 152.~ 108~2.~ 432 CL B CONM~ FL~ CY 17.2 ~0.~ 3,~.~ 185.M 3~182.00 219.~ 3~766.80 432 CL A C~C R~ ~ ~ 1~ 155.M 22~3~.00 185.M ~.~ 169.05 24~3.~ 432 ~ A GRO~ R~K DP ~ ~ 153.2 75.M 11~490.00 185.00 ~,~.~ 195.~ ~919.~ 436 PREFO~ JO~ S~ 2 1/2"(PJS) LF V16.6 11.~ 8,2~.90 13.~ 9,674.10 12.08 8,656.53 ~0 RE~ORC~G ~g LB ~252 0.~ 99~550.88 0.41 92~763.32 0.6 104,075.92 BID TI%Bb'I~TION PROJECT: BELT LINE (Mac~'I~-~UR BLVD. ~ IH 35E) ENGINEER: BUD BEENE LEI~TH: 2.8 MILES T~PE: 6-LANE DMDED ESTIMATE: $6.5 MILLION ]%I}STIH PAVING **ALW~RNATE #1'* CONCHO BID # 89-050 12-8-88 ED BEIJ~ CONSTRUCTIOI~ Unit Unit l~nit Item Description Unit ~uanttty Price Amount Price Amount Price Amount ~0 RE~0RC~G ST~~ LF ~3 0.9 160,275.72 0.~ 131,1~.~ 0.~ 1~,633.~ ~2 S~U~ S~ SHOE & ~R ~ ~ 19~ 1.~ 19,~.~ 1.~ ~,~.80 t.05 ~,353.~ 450 ~L ~ T502 LF ~24 ~.00 110,528.00 ~.~ 110,528.~ ~.10 116,0~.~ 465 P~E S~S ~ III 15" RCP LF 151 16.00 2,416.~ 17.~ 2,~7.~ 21.~ 3,171.~ 465 PIPE S~S CL I/I 18" R~ LF 1~1 17.00 ~,677.00 ~.~ 39,6~.~ ~.O5 43,681.05 465 PIPE S~S ~ III 21" R~ LF 13~ 19.00 ~,581.~ 21.~ ~,379.~ 24.t5 33,785.85 ~5 P~g ~S CL t~ ~" R~ LF ~ ~.~ 53,460.~ ~.~ 63,1~.~ ~.~ 63,787.50 465 PIPE S~ ~ III 27" R~ LF ~3 25.~ 9,575.~ ~.~ 11,107.~ ~.45 11,~2.35 465 P~E S~Kq ~ III 30" RCP LF 1011 ~.~ ~,319.~ ~.~ ~,374.~ ~.65 35,031.15 ~5 PIPE S~ ~ III ~" R~ LF 2~3 39.~ 110,877.~ 45.~ 127,935.~ ~.95 116,~.85 ~5 PIPE S~S ~ III 4~' R~ LF ~ ~.~ 12,100.~ ~.00 13,~.~ 53.55 12,959.10 ~5 PIPE S~RS ~ III ~" R~ LF 1531 59.00 90,3~.00 ~.00 91,~.~ 63.~ ~,453.~ ~5 PIPE Sg~S CL III ~" RCP LF 2102 75.~ 157,6~.~ 82.00 172,~.~ 79.~ 167,739.60 ~5 P~E S~ ~ III 60" R~ LF 859 88.~ 75,592.~ ~.00 77,310.00 91.35 78,~9.65 ~5 P~E S~S ~ ~d 30" R~ LF ~ 33.00 8,712.~ ~.00 10,~.~ 37.80 9,979.~ 465 P~E SE~ ~ IV 60" RCP LF 1~ 119.~ 11,900.~ 140.~ 14,~.~ 128.10 12,810.~ 470 ~0LE C~ 4' D~ ~ 8 2,475.~ 19,8~.~ 2,~.~ 16,~.~ 2,~.~ ~,5~.~ 470 ~KT ~L~ RECE~ 8' gA 39 1,600.00 62r~0.00 1,~.00 ~,~.~ 1,4~.25 ~,353.75 470 ~ET ~TE RECESS~ 10' ~ 3 1,~0.~ 5,~0.00 1,~.~ 3,~.~ 1,7~.25 5,118.75 470 ~ET C~LE~ ~C~S~ 12' ~ 1 1,9~.~ 1,950.00 1,~0.~ 1,~.~ t,~.~ 1,~.~ 470 ~ C~ RE~S~ 14' EA 2 2,~.00 4,~0.~ 1,600.~ 3,~.~ 2,1~.~ 4,~.~ 470 ~ET ~L~ SPEC~ Y 5' X 5' ~ 1 1,~0.~ 1,~.~ 1,~.~ 1,~.~ 2,310.~ 2,310.~ 470 ~ET C~LE~ SPEC~ Y 4' X 4' ~ 3 1,~0.~ 3,~.00 1,~.00 3,~.~ 1,~0.~ 5,~.~ 470 ~ET ~L~ Y 3' X 3' gA 7 8~.00 5,950.~ ~.~ 5,~.~ 1,~.~ 8,8~.~ 470 ~ ~L~ 2 ~ gA 1 9~.~ 9~.~ 9~.~ 9~.~ 1,5~.~ 1,5~.~ 470 ~ET ~ RECE~ 5' (~DIFI~) ~ 10 1,~0.00 14,000.~ 1,~0.~ 10,~.~ 1,417.~ 14,175.~ 470 ~.ET ~ ~SD 10' (~DIFID) ~ 6 1,9~.~ 11,7~.00 1,~.~ 8,~.~ t,~2.~ 11.655.~ 470 ~ET ~LE~ 4' Y (~-11,~I~) ~ 3 1,2~.~ 3,750.~ 1,~0.~ 3,~.~ ~,496.~ 4,~8.75 476 ~ ~/~ ~ 18" ~ P~E LF 178 105.00 18,690.00 1~.~ 2t,~0.~ 210.~ 37,3~ 479 PL~ ~ ~N ~OLE EA 5 1~.00 7~.00 ~0.~ 2,~0.~ 6~.~ 3,t~.~ 496 ~ 0~ S~U~ ~GE ~ 3 12,~0.~ ~,~0.~ 12,0~.00 ~,~.~ 12,~.~ 37,~.~ 496 R~E 0~ S~U~ ~LL ~ 4 ~0.~ 2,~0.~ ~.00 1,~.~ ~.~ 1,6~.~ BID T~BULATION PROJECT: BRI.T L]]iE ROAD (MacARTHUR BLVI). TO IB 35E) ENGINEER: BUD BEENE LENSTH: 2.8 MILES TYPE: 6-LANE DIVIDED ESTIMATE: $6.5 MILLION AUS'I'3]{ PhV3~lG COMPANY **ALTEI~TE #1'* CONCHO CONffI'RUCITON BID # 89-050 12-8-88 ED BEll, CONSTI{UCTION Unit Unit Unit Item Description Unit Quantity Price Amount Price Amount Price ~mount ~96 REMOVE OLD STRUC~E PIPE LT/E 18" LF 207 5.00 1,035.00 8.00 1,656.00 8.40 1,738.80 496 REMOVE OLD STRUC~"JRE PIPE GT 18" LF 1399 5.00 6,995.00 8.00 11,192.00 6.30 8,813.70 496 REMOVE OLD STRUCTURE CULVERT gA 2 7,000.00 14,000.00 5,000.00 10,000.00 6,300.00 12,600.00 500 MOBILIZATION I.S 1 225,000.00 225,000.00 300,000.00 300,000.00 310,000.00 310,000.00 502 BARRICADES, SIGNS AND TRAFFIC }~%NDLING MO 24 2,500.00 60,000.00 2,000.00 48,000.00 2,205.00 52,920.00 504 FIELD OFFICE MO 24 1;500.00 36,000.00 300.00 7,200.00 5,498.15 131,955.60 530 CONCRETE CURB AND GU'I'I'ER 2~' LF 442 9.65 4,265.30 9.00 3,978.00 8.00 3,536.00 530 CONCRETE DRIVEWAY 6" CL I S¥ 1534 18.70 28,685.80 22.00 33,748.00 16.00 24,544.00 530 CONCRETE CURB 6" LF _921 3.90 861.90 1.00 221.00 5.00 1,105.00 530 BRICK PAVERS (HOLLEND I) S¥ 2 2~-~3.00 513{).00 60.{)0 120.00 100.00 200.00 530 REMOVE AND REPLACE BRICK PAVERS SY 36 100.04] 3,600.00 70.00 2,520.00 75.00 2,700.00 534 CONCRETE APPROACH SLAB C¥ 338.8 185.00 62,678.00 194.00 65,727.20 194.25 65,811.90 536 CONCRETE MEDIAN CL B SY 1564 15.20 23,772.80 20.00 31,280.00 14.00 21t896.00 536 MONOLITBIC MEDIAN NOSE gA 8 365.00 2,920.00 300.00 2,400.00 300.00 2,400.00 540 MBBF (POST 5~-6' LENGTH (12 GAUGE) LF 1650 10.00 16,500.00 10.00 16,500.00 9.98 16,467.00 540 TERMINAL ANCHOR SECTION gA 30 315.00 9,450.00 250.00 7,500.00 304.50 9,135.00 590 C}{AIN LINK SECURITY FENCE LF 135 15.50 2,092.50 10.00 t,350.00 15.28 2,062.80 618 CONDUIT T' PVC SCHEDULE 40 LF 6525 1.75 11,418.75 2.00 13,050.00 1.67 10,896.75 618 CONDUIT ~' PVC SCHEDULE 40 LF 1633 3.50 5,715.50 3.00 4,899.00 3.26 5,323.58 666 18" STOP BAR LF 44 7.00 308.00 10.00 440.00 9.45 415.80 672 6'"~ 6" JIGGLE BARS (REFL.) TY I-C gA 50 10.70 535.00 10.00 500.00 12.60 630.00 676 ~{AFF/C BU~IiS REFL. ~' (P-15-W) gA 2112 4.80 10,137.60 4.00 8,448.00 4.20 8,870.40 676 TRAFFIC BURNS NON REFL. 4" (P-7-W) gA 562 2.20 1,236.40 2.50 1,405.00 2.42 1,360.04 2030E 1T' DUCTILE ]RON W~TERI~ LF _960 35.00 9,100.00 75.00 19,500.00 31.50 8,190.00 2030B 1T' DUCTILE IRON WATERMIk~ ON BRIDGE LF 859 102.00 87,618.00 80.00 68,720.00 54.60 46,901.40 2031 IT' SANITERY SEWER PIPE LF 178 30.00 5,340.00 35.00 6,230.00 14.70 2,616.60 2033 iT' GATE VALVES gA 4 850.00 3,400.00 1,200.00 4,800.00 945.00 3,780.00 2036 SANITARY SEWER MANHOLE 4' DIE El 1 2,600.00 2,600.00 2,500.00 2,500.00 5,360.00 3,360.00 2037 SANITARY SEWER MANHOLE TY E gA 1 2,200.00 2,200.00 3,000.00 3,000.00 3,570.00 3,570.00 2040 ADJUST WATER METER gA 3 150.00 450.08 .%00.00 900.00 250.00 750.00 2041 ADJUST WATER YEL~E COVER & RISER PIPE gA 27 150.00 4,050.00 200.00 5,400.00 150.00 4,050.00 2042 ADJUST EXISTING SANITARY SEWER MANHOLE gA 6 500.00 3,000.00 200.00 1,200.00 275.00 1,650.00 BID BELT L~N'E ROAD (I~¢AR?HUR BLVD. TO IH 35E) ENGINEER: BUD BEENE LENOTI{: 2.8 KILES TYPE: 6-LANE DIVIDED ESTIMATE: $6.5 MILLION AUST1]{ PAVIN(; COMPIhW **ALTER}IA~E CONCHO CONSTRUCITON BID # 89-050 12-8-88 FI) BELL CONSTRUCTIOI{ Unit Unit Unit Ite~ Description Unit ~antity Price AJnount Price Amount Price A~otmt ~3 ~ST ~/OR R~A~ F~ ~ ~ 18 1~1~.~ ~,700.00 1,~0.~ 18,~.00 5~.~ 9,4~.~ ~50 ~ ~ SL~E ~A~S EA 2 ~,~0.~ ~,~.~ ~,~0.~ ~,~.00 ~,1~.~ ~,~.~ 4010 ~ S~RT SYS~ ~F 7~ 0.~ 3,983.00 4.~ 31,~.~ 1.31 10,435.~ ~V~IZ~ S~ ~ LF ~.8 ~.~ 1,~3.~ 45.~ 2,1~.~ 47.M 2,216.45 ALTERNATE. B]]) 5,834,500.60 6,023,882.00 6,101,442.84 ~<fD ?Ab~I,A~IO14 pI~IECT: BELT LT~ ROAD I,~'l~'. ~.8 ~ILES B'[D {{ ~39-050 (MacARTHUR BLVD. TO IH 35E) TYPE: 6-LANE D!V]DED **AI,TERNATE #1'* 12-8-88 ESTt~TE: $6.5 M~ILLION E)IOYHEEI~: BI)D BEE),'E LACY TISEO SLEN~ THURMAN {3nj t Dnit %+nit Description Ur. it Quantity Price Amount Price Amount Price Amount t64 BROADCAST SEFJ)IN~ SY 53533 0.16 8,565.28 0.45 24,089.85 0.20 10,706.60 249 FLEX BASE T~/ A, OR 1, CL 3 (DEL,DC) CY 260 20.00 5,200.00 30.00 7,800.00 27.00 7,020.00 260 LIME SLURRY TY A OR B TO)l 1594 71.80 114,449.20 50.00 79,700.00 54.00 86,076.00 260 LIME TREATED StNLBRADE, DC S¥ 118013 1.03 121,553.39 1.00 118,013.00 1.00 1t8,013.00 340 }{MAC TY B ~ON 149 44.00 6,556.00 55.00 8,195.00 57.00 8:493.00 340 HMAC TY D (2") TON 60 44.00 2,640.00 55.00 3,300.00 57.00 3,420.00 ~%0 HOT MIX COLD LAID ASPHALT TY A TON 50 50.00 2,500.00 50.00 2,500.00 57.00 2,850.00 360 CONCRETE. PAVEME)IT RE]LqFONCED 8" SY 111255 10.43 !,160,389.65 14.45 1,607,634.75 13.60 1,533,068.00 3%0 6" MONO CURB b£ 51952 1.00 5],952.00 1.00 51,952.00 0.90 46,756.80 360 CONCRETE STREET HEADER LF 182 2.00 364.00 4.00 728.00 4.50 819.00 %60 CONCRETE RAILROAD HEADER I.F 328 4.00 1,312.00 7.50 2,460.00 7.50 2,460.00 426 DRILLED SHAFT 30" ' LF 4924 54.10 266,388.40 52.10 256,540.40 47.00 9--31,428.00 416 DPJLLED SHAFT 36" LF 460 64.00 29,440.08 63.30 29,118.00 60.00 27,600.00 42] CL C CONCRETE OqBICTIO)I BOX CY 55.2 317.00 17,498.40 320.25 17,677.80 300.00 16,560.00 421 CL A CONCRETE }{EAUdALL & WI~f,~%I~ C¥ 124.9 257.00 32,099.30 260.00 32,474.00 250.00 31,225.00 ~_21 CL A CONC BEADWALL PIPE O]4LY Cf 111.1 468.00 51,994.80 422.00 46,884.20 300.00 33,330.00 421 CL C CONC CULVERT ~¥ 299.5 286.00 85,657.00 289.00 86,555.50 250.00 74,875.00 R2I CL C CONC S/I~3LE BOX CULVERT** C¥ 2229.8 152.90 340,936.42 157.50 351,193.50 190.00 423,662.00 421 CI. C COIqC SLUICE GRATE S'fR~CTURES C{ 77.6 697.00 54,087.20 703.50 54,591.60 450.00 34,920.00 421 CL C CO)lC ABUI~EFI C¥ 278.4 200.00 55,680.00 220.50 61,387.20 275.00 76,560.00 421 CL C CONC BZI~ C¥ 342.5 229.00 78,432.50 220.50 75,521.25 275.00 94,187.50 422 REIIffORCED COlqC SLAB SF 83142 7.28 605,273.76 7.15 594,465.30 7.35 611,093.70 423 RFTAII4INS WALL SF 2706 31.20 84,427.20 2,1.50 85,?,39.00 73.08 62,238.00 ~25 PRESTRESSED C%~{C BEAM T¥ C LF 10356.5 45.76 473,913.44 46.20 478,470.30 47.00 486,755.50 425 PRESTRESSED CONC BEAM T2 IV Iie 1436 62.40 89,606.40 46.20 66,343.20 61.00 87,596.00 428 CO)lC SURFACE TREA~ SY 9237 ~.00 9,237.00 0.55 5,080.35 1.00 9,237.00 432 cL B ~#C RIP RAP CY 712 156,00 111,072.00 153.00 108,936.00 160.00 113,920.00 439. CL B CONCRETE FLI~E C¥ 17.2 208.00 3,577.60 210.00 3,612.00 340.00 5,848.00 432 CL A OD)lC RIP RIP CY 144 161.00 23,184.00 363.00 23,472.00 175.00 25,200.00 432 T¥ A 8ROUTF2D ROCK RIP RAP CY 153.2 78.00 11,949.60 79.00 12,102.80 I75.00 26,810.00 436 PREFORMED ,]Ol-ff~ SEAL 2 t/2"'(PJS) LF 716.6 1i.00 7,882.60 ~2.00 8,599.20 13.00 9,315.80 ~0 REINFORCIN(3 STEEL LB 226252 0.42 95,025.84 0.46 104,075.92 0.37 83,713.24 BELT LINE ROAD LENGTH: 2.8 ~HLES BID # 89-050 (~-~ARHq%RR BL'/D. 5Y) IH 35E) 5~PE: 6-L~NE DIVIDED **ALTER}FA~E #1'* 12-8-B8 ES~%%TE: $6.5 M~LLION 440 REIWFORCI]4G ~"IEEL** LF 264263 0.57 207,629.91 0.47 171,203.61 0.37 134,777.31 442 STR~gl~}RAL S~EEL S~OE ~ ARMOR JOII4T hB 19384 1.04 20,159.36 1.05 20,353.20 1.10 21,322.40 450 R;~IL CO{{CRTE ~502 LF 5024 26.00 130,624.00 23.10 116,054.40 29.50 148,208.00 465 PIPE SE~ERS CL ILl 15" RCP LF 151 21.00 3,171.00 17.00 2,567.00 17.00 2,567.00 465 PIPE SE~4ER$ CL III 18" RCP LF 1981 21.80 43,]85.80 17.85 35,360.85 18.00 35,658.00 465 PIPE SE~RS CL III 21" RCP LF 1399 )3.90 33,436.10 20.00 27,980.00 20.00 27,980.00 465 PIPE SEWERS CL III 24" RCP LF 2430 26.00 63,180.00 23.10 56,133.00 23.00 55,890.00 465 PIPE SEWERS CL Ill 27" ~CP LF 383 30.00 ~1,490.00 26.25 10,053.75 26.00 9,958.00 465 PIPE SEWERS CL III 30" {{CP I,F 1011 34.30 34~677.30 30.45 30,784.95 31.00 31,341.00 -t65 PIPE SEWERS CL III 36" RCP LF 2843 40.60 115,425.80 41.00 116,563.00 41.00 116,563.00 465 PIPE SEWERS Cl, III 4~' RCP LF 242 53.00 12,826.00 52.50 12,705.00 53.00 12,826.00 465 PIPE SEWERS CL III 48" RCP LF 1531 62.40 ~5:534.40 62.00 94,9~2.00 r~2.00 94,922.00 465 PIPE SEWERS CL Iii 54" RCP LF 2!02 79..~0 166,058.00 78.75 165,532.50 80.00 465 PIPE SEWERS CL III 6~' RCP LF 859 90.00 77,310.00 92.40 79,371.60 93.00 79,8~7.00 465 PIPE SEWERS CL IV 3~' RCP LF 264 37.00 9,768.00 34.65 9,t47.60 35.00 9,240.00 465 PIPE SEWERS CL IV 6~' Rt'P LF 100 127.00 12,700.00 125.00 12,500.00 125.00 12,500.00 470 MA}~OLE COMPLETE 4' ~IA EA 8 2,912.00 23,296.00 2,600.00 20,800.00 2,600.00 20,800.00 470 I%ILET COMPLETE RECF~SED 8' F~ 39 !~560.00 60,840.00 1,848.00 72,072.00 1,850.00 72,150.00 ~70 /NLET COMPLETE RECESSED 10' EA 3 1,872.00 5,616.00 2,079.00 6,237.00 2,100.00 6,300.00 470 I~LET COMPLETE RECESSED 12' EA 1 2;080.00 2,080.00 2,255.00 2,255.00 2,300.00 2,300.00 470 /k%ET COMPLETE RECESSED 14' EA 2 2,288.00 4,576.00 2,541.00 5,082.00 2,500.00 5,000.00 470 11~ CO~PLE'rE SP~/AL ¥ 5' X 5' EA 1 3,536.00 3,536.00 1,155.00 1,155.00 1,500.00 1,500.00 470 ]]{LET COMPLETE SPECIAL ¥ 4' 3( 4' E~ 3 3,528.00 9,984.00 982.00 2,946.00 1,200.00 3,600.00 470 I~ILE~ COMPLETE ¥ 3' X 3' El 7 !,456.00 10,192.00 1,098.00 7,686.00 1,100.00 7,700.00 47(~ I~LET COMPLETE 2 6RATE E~ 1 1,872.00 1,872.00 1,617.00 1,617.00 !,100.00 1,100.00 ,t?O /!qLET COMPLETE RECF~SED 5' (MODIFIED) ER 10 1,.248.00 12,480.00 1,617.00 16,170.00 1,600.00 16,000.00 470 /NLET COMPLETE RECESSED 10' (~ODIFIED) ER 6 1,872.00 11,232.00 ~,~53.00 13,518.00 2,300.00 13,800.00 4'.70 I}4LET COMPLETE 4' ¥ {SD-11,MODIF/ED) ER 3 2,288.00 6,864.00 1,444.00 4,332.00 1,500.00 4,500.00 4'16 JACK A]4D/OR BORE 18~' CSMP PIPE LF 178 208.00 37,024.00 111.00 19,758.00 110.00 19,580.00 479 PL[M3 AND ABOI~DO)~ MAIqHOLE EA 5 624.00 3,120.00 157.50 787.50 160.00 800.00 496 REMOVE OLD STR~rURE LAI~3E EA 3 12,480.00 37,440.00 12,600.00 37,800.0{) ~7,000.00 51,000.00 496 REMOVE OLD STRUCI"ORE SMALL EA 4 416.00 !,664.00 500.00 2,000.00 600.00 2,~0.00 BID TI~BIF~TION PROd£CT: BELT LINE RO~D LENGTH: 2.8 MILES ~ID # 89-050 (~!acARTHUR BLYD. ?0 IH 35E) TYPE: 6-LANE DIVIDED **ALTERNATE #1'* 12-8-88 ESTIMATE: $6.5 MILLION ENGINEER: BUD B£ENE LACY TISFD GLENN THIfl~I~ Item Descripiion Phi% Quantity Price Amount Price Amount Price Amount 496 REMOVE OLD STRI~E PIPE LT/E 18" I,F 207 8.00 1,656.00 10.00 2,070.00 5.00 1,035.00 ~96 REMOVE OLD STRUCTURE PIPE GT 18" LF 1399 6.20 8,673.80 6.00 8,394.00 6.00 8,394.00 496 REMOVE OLD STR'DCTURE CULVERT EA 2 7,280.00 14,560.00 7,350.00 14,700.00 6,000.00 12,000.00 500 MOBILIZATION ],S 1 352,000.00 352,000.00 320,000.00 320,0~0.00 270,000.00 270,000.00 502 BARRICADES, SIGNS AND TRAFFIC BENDLING MO 24 3,042.00 73,008.00 960.00 23,040.00 4,000.00 96,000.00 504 FIELD OFFICE MO 24 1,040.00 24,960.00 500.00 12,000.00 4,800.00 115,200.00 530 CONCRETE Ct~RB AND GUTTER 24" LF 442 10.00 4,420.00 9.00 3,978.00 7.00 3,094.00 530 CONCRETE DRIVEWAY 6" CL A SY 1534 18.60 28,532.40 18.00 27,6i2.00 19.00 29,146.00 530 CONCRETE CURB 6" LF 221 4.00 884.00 1.50 331.50 6.00 1,326.00 530 BRICK PAVERS (HOLLAND I) S~ 2 260.00 520.00 50.00 100.00 100.00 200.00 530 REMOVE AND REPI~CE BR/CK PAVERS S¥ 36 52.00 1,872.00 15.00 540.00 40.0~ 1,440.00 534 CONCRETE APPROACH SLAB CY 338.8 192.00 65,049.60 194.25 65,811.90 210.00 71,148.00 536 CONCRETE MEDIAN CL B S¥ 1564 14.60 ~2,834.40 18.00 28,152.00 18.00 28,152.00 536 MONOLITHIC MEDIAN NOSE EA 8 400.00 3,200.00 200.00 1,600.00 350.00 2,800.00 540 MBGF (POST 5'-6' LENGT~ (12 GAI~SE) LF 1650 10.40 17,160.00 10.50 17,325.00 11.00 .540 TERMINAL ANCYJ0R SECTION EA 30 260.00 7,800.00 3~0.00 9,600.00 330.00 9,900.00 590 CHAIN LIN]( SECDRIT~ FENCE LF 135 7.00 945.00 14.25 1,923.75 16.00 2,160.~0 618 CONDUIT 2" PVC SCHEDULE 40 LF 6525 2.20 14,355.00 2.10 13,702.50 1.80 11,745.00 618 CONDUIT 3" PVC SC~ULE 40 LF 1633 5.70 9,308.10 5.48 8,948.84 3.50 5,715.50 666 18" STOP BAR LF 44 7.00 308.00 10.00 440.00 7.50 330.00 672 6".X 6" OlC~LE BARS (REFL.) TY I-C gA 50 10.00 500.00 13.20 660.00 11.00 550.00 676 TRAFFIC BDq'~ONS REFL. 4" (P-15-W) EA 1~12 4.60 9,715.20 4.40 9,292.80 4.80 10,137.60 676 TRAFFIC Bb'Fi~NS NON REFL. 4" (P-7-W) EA 562 2.00 1,124.0~ 2.55 1,433.10 2.10 1,180.20 ~030A 1~' DUCTILE IRON WATER ~ LF 260 31.00 8,060.00 36.75 9,555.00 37.00 9,620.00 2030B 17." DUCTILE IRON ~TER ~IN ON BRIDGE LF 859 54.00 46,386.00 107.50 92,342.50 125.00 107,375.00 2031 12" SAlflT~R¥ SEYER PIPE LF 178 15.00 2,670.00 3t.50 5,607.00 32.00 5,696.00 2033 12" GATE VALVES EA 4 935.00 3,744.00 892.50 3,570.00 900.00 3,600.00 2036 SANITARY SE~ MANHOLE 4' DIA EA 1 3,328.00 3,328.00 2,730.00 2,730.00 3,000.00 3,000.00 2037 SANITARY SEWER MARBOLE ~"1 A EA 1 3,536.00 3,536.00 2,310.00 2,310.00 2,500.00 2,500.0~ 2040 AIGUST WATER METER EA 3 156.00 468.00 50.00 150.00 500.00 1,500.00 2041 ADJUST WATER VAL~E COVER & RISER PIPE EA 27 156.00 4,212.00 150.00 4,050.00 120.00 3,240.00 2042 ADJDST EXISTING SANITARY SEWER MANBOLE EA 6 416.00 2,496.00 500.00 3,000.00 250.00 1,500.00 BELl LI]{E ROAD I,E~]~'lq~: 2.8 {'YITuF,,S ~ID # 89-[~50 (MacAI, Cl'h'l}l~ BLVD. TO IH 35E) ?YPE: 6-LA]W'E DIVIDED **/~u~A?E #1'* I2-8-88 EgTIM~.~E: $6.5 .~[ILLION L H LACY ?]SEO 6L~_L~N Th~ORMAN Onit O~iT UNit. Item Description L~i% O~tity ~ri~ ~t ~ice ~t ~i~ ~t ~3 ~U~ ~/OR ~A~ F~ B~ EA ~8 5~.~ 9,3~.~ 1,~7.50 21,735.~ 1,~.~ 21,~.~ D~ ~AP ~ SLIDE 6A~ EA 2 ~,~.~ 45,760.~ ~,1~.~ 46,~.~ 32,~.~ ~,~.~ 4010 ~CH S~ SY~ LF 7~6 1.~ 10,355.80 0.53 4,~1.~ 0.53 4,221.~ SALVAGED S~ ~ LF 46.8 16.~ 748.80 27.~ 1,~.~ 51.~ 2,~.~ 6,~76,?~[6.75 6,352,564.59 6,486,129.93 BID TABULATION PROJECT: BELT L3]{E }301%1) L]!}{GTH: 2.8 MIL~ ~ # 89-050 ({"mcAR'I'}PJR BLVD. TO 131 35E) TYPE: 6-LANE DIV%H)ED **ALT~TE #1'* 12-8-~3 ESTIMATE: $6.5 M3LI,ION f~OINEER: BUD BEFH~E P~OWIq & ]~LA~Y SINACOL~ & SONS ~d~AC-TEXAS Item Description Unit Quantity Price Amount Price Amount Price Amount **** ~*******************~ ~ ~***********************~ ~*******~ ~ ;;~a: x~:**~;**~ ~**************~ ~ ;;;~ ;;;;;;,a~ ~-~;;-~;~*************** 164 BROADCA~ SEEDING SY 53533 0.19 10,173.27 0.32 17:130.56 0.39 10,171.27 249 FLEX BASE TY A, ~R l, CL 3 (DEL,DC) CY 260 32.85 8,541.00 40.00 10,400.00 40.00 10,400.00 21'60 L/!~ SLURRY TY A OR B TON 1594 49.09 78,249.46 68.00 108,392.00 52.00 82,888.00 '-'F~) LIME ?REATED SUGBRADE, DC SY ~38013 1.00 318:013.00 1.~6 136,895.08 1.65 ~94,721.45 3zKI HMAC TY B TON 149 39.90 5,945.10 53.00 7,897.00 75.00 11,175.00 340 HMAC TY D (~') TO}I 60 58.80 3,528.00 53.00 3,180.00 84.00 5,040.00 350 MCR MIX COLD LAID ASPHALT TY A TON 50 ,%0.00 2,500.00 50.00 2,500.00 60.00 3,000.00 360 CONCRETE P~VEMEFf REI]dFORCED 8" S¥ 111255 t2.85 1,429,626.75 13.23 1,471,903.65 17.00 ],891,335.00 360 6" BK)NO C~RB LF 51952 ~.00 52,952.00 ].00 51,952.00 1.00 51,952.00 360 CONCRETE STREET HEADER LF 382 3.83 697.06 5.00 910.00 5.00 910.00 5t~ CONCRETE RAILROAD HEADER LF 328 8.76 2,873.28 5.00 1,640.00 12.00 3,936.00 4i6 DRILLED SHAFI 30" LF 4924 53.00 260,97~.08 52.10 256:540.40 47.50 233,890.08 43f, DRILLED SHAFT 36" LF 460 68.00 31,280.00 63.30 29,118.00 60.00 27,600.00 421 CL C CONCRZTE JUNCTION BOX CY 55.~ 350.00 19,320.00 223.00 12,309.60 225.00 12,420.00 421 CL ~ CONCRETE HEADWALL & ~ALL CY 124.9 250.00 3.1.,225.00 203.00 25,354.70 205.00 25,604.50 421 C.L A CONC HEADWALL PIPE ONLY CY 111.t 375.00 41,662.50 420.00 46,662.00 292.00 32,441.20 42i CL C CONC CULVERT CY 299.5 185.00 55,407.50 194.00 58,103.00 196.00 58,702.00 421 CL C CONC SINGLE BOX C~LVERT** C~ 2229.8 237.00 483,866.60 175.00 390,215.00 !65.00 367,917.00 421 CL C CONC SLUICE GRATE STR]~'I~RES C¥ 77.~ 375.00 29,100.00 287.00 22,271.20 289.00 22,426.40 421 CL C CONC ABUTMENT CY 278.4 245.00 68, L~38.00 221.00 61,526.40 276.00 76,838.40 421 CL C CONC BE}IT C¥ 342.5 245.00 83,9!2.50 221.00 75,692.50 276.00 94,530.00 422 REINFORCED CO}{C SLAB SF 83142 8.73 725,829.66 7.10 590,308.20 7.90 656,821.80 423 RETAINING WALL SF 2706 22.00 59,532.00 31.50 85,239.00 30.00 81,180.00 425 PRF~RESSED COLIC BEAM TY C LF 10356.5 4}.00 424,616.50 46.00 476,399.00 48.00 497,112.00 425 PREST]{ESSED CO)lC BEA~ TY lV LF 3436 4L00 58,876.00 46.00 $6,056.00 61.00 87,596.00 428 OONC SURFACE TREATMENT S¥ 9237 1.00 9,237.00 0.50 4,618.50 0.90 8,313.30 432 CL B CONC RIP RAP CY 712 170.00 121,040.00 152.00 108,224.00 186.00 132,432.00 432 CL B CONCRETE FLUME CY 17.2 170.00 ~,924.00 ~-~3.00 4,523.60 ?-39.00 4,310.80 432 CL ~ CONC RIP RIP C¥ 144 175.00 25,200.00 170.00 24,480.00 239.00 34,416.00 432 T¥ ~. ~ROUTED ROCK R1P RAP C¥ ~53.2 60.00 9,192.00 }95.00 29,874.00 74.00 11,336.80 436 PREFORMED JOINT SEAL 2 1/2"(P~S) LF 7~6.6 9.00 6,449.40 12.10 8,670.86 13.00 9,315.80 440 REINFORCING STEEL ~ 226252 0.35 79,188.20 0.46 104,075.92 0.39 88,238.28 BID TABULATION PROJECT: BELT LIN-E RO~J) L~G'I~: 2.8 ~FI'LES BID # 89-050 (MacAkTHUR BLVD, TO IM 35E) TYPE: 6-LANE DIVIDED **ALTER}~TE #1'* 12-8-88 ESTIMATE: $6.5 MILLION ENBI};EER: BUD BEENE BROWN & BLAKREY SINACOLA & S~S APAC-TEXAS [mit "~it .! · AmOunt Price ).mo~m% Price Amounl Item Description ~n~% Quantity Price ~ RE~RC~ S~** ~ ~63 ~.35 127~492.05 0.43 1~6~.~ 0.39 442 S~R~L STEEL SHOE & ~RMOR OOI~ LB 19384 1.30 450 RAIL CONCRTE T502 LF 5024 22.50 465 PIPE SEWERS CL III 15" RCP LF 151 1'1.25 %65 PIPE SEWERS CL III 18" RCP LF 198t 20.00 465 PlPE SE~4ERS CL /II 21" RCP LF 1399 23.25 465 PIPE SEWERS CL III 24" RCP LF 2430 26.50 465 ?IPE SEWERS CL III 27" RCP LF 383 33.00 465 PIPE SEWERS CL III 30" RCP LF 1011 35.25 465 PIPE SEI~ERS CL III 36" RCP LF 2843 43.75 465 PIPE SEWERS CL III 42" RCP LF 242 .56.25 465 PIPE SEWERS CL III 48" RCP LF 1531 69.00 465 PIPE SEWERS CL III 54" RCP LF 2102 87. ,50 465 PIPE SEWERS CL ~l-I 6(Y' RCP I2 859 465 PIPE SEWERS CL IV 30" RCP LF 264 38.50 465 PIPE SEWERS CL 1-V 60" RCP LF i00 131.00 470 MANROLE COMPLETE 4' DtA fA 8 1,500.00 470 i}[LE~ COMPLETE P. ECESSED 8' E~ 39 1,600.00 470 INLET COMPLETE RECESSED 10' EA 3 1,700.00 470 INLET CO{NPLETE RECESSED 12' fA 1 2,000.00 '~;0 INLE~ COMPLETE RECESSED 14' Eh 2 2,500.00 470 I~LET COMPLETE SPECIAL ¥ 5' X 5' gA 1 !,500.00 470 II, ET CO{4PLETE ~PEC'I~ ¥ 4' X 4' EA 3 1,200.00 470 INLET COMPLETE Y 3' X 3' EA 7 1,000.00 470 I~LET COMPLETE 2 GRATE fA 1 1,500.00 470 1]4LET CO~PLE~E RECESSED 5~ (MODIFIED) EA 10 1,700.00 470 INLE~ COMPLETE RECESSED 10' (FDDIFIED) fA 6 2,000.00 470 INLET COMPLETE 4' ¥ {SD-II,MODIFIED) EA 3 1,500.00 476 ~ACK klfl)/OR BORE 1~' 0iMP PIPE LF 178 130.00 z}79 PLOG AND ABO]4])ON MA)IHOLE gA 5 500.00 4~6 RF, MOVE OLD S?RUCI"dRE LAROE El 3 15,000.00 496 REMOVE OLD STRUCI~RE SBgAL gA 4 2,000.00 25,199.20 1.05 20,353.20 1.60 31,014.40 113,040.00 23.10 116,054.40 30.00 150,720.00 2,604.75 22.40 3,382.40 17.00 2,567.00 39,620.00 24.05 47,643.05 18.00 35,658.00 32,526.75 26.82 37,521.18 20.00 27,980. O0 64,395.00 29,96 72,802.80 23.00 55,890.00 13,873.00 33.58 12,861.14 26.00 9,958.00 35,637.75 37.39 37,801.29 30.00 30,330.00 t24,381.25 50.73 I44,225.39 41.00 116,563.00 13,612.50 64.~ 15,727.58 53.00 12,826.00 105,639.00 78.54 120,244.74 63.00 96,453.00 183,925.00 98.37 206,773.74 80.00 t68,160.00 88,047.50 122.15 104,926.85 93.00 79,887.00 10,164.00 50.13 13,234.32 35.00 9,240.00 13,100.00 160.80 16,080.00 126.00 12,600.00 12,000.00 1,700.00 13,600.00 2,600.00 20,800.00 62,400.00 1,500.00 58,500.00 1,850.00 72,150.00 5,100.00 1,600.00 4,800.00 2,100.00 6,300.00 2,000.00 1,700.00 1,700.00 2,300.00 2,300.00 5,000.00 2,000.00 4,000.00 2,600.00 5,200.00 1,500.00 1,200.00 1,200.00 1,780.00 1,700.00 3,600.00 1,000.00 3,000.00 1,200.00 3,600.00 7,000.00 900.00 6,300.00 1,000.00 7,000.00 1,500.00 1,700.00 1,700.00 1,100.00 1,100.00 t7,000.00 1,250.00 12,500.00 1,650.00 16,500.00 12,000.00 1,600.00 ~, 600.00 2,275.00 ]3,650.00 4,500.00 1,000.00 3,000.00 1,450.00 4,350.00 p$,340.00 90.00 16,020.00 110.00 }9,,580.00 2,500.00 500.00 2,500.00 160.00 800.00 45,000.00 12,600.00 37,800.00 16,000.00 48,000.00 PROJECT: BELT L33qE ROAD LEIqO~: 2.8 M/LES BID ~ 89-050 (~,cARTHUR BLVD. 'FO IH 35E) TYPE: 6-LINE DMDED ' **ALTEP~5'E #1'* 12-8-88 ESTIMATE: $6.5 M/LLION ENGINEER: BUD BEENE Bi. Al<NEY SINACOLA & SONS APAC-'~AS ~nit Unit Onit ;Item ~cription Unit ~uantit~ Price A~ount Price ~ount Price ~uount 496 4% 496 502 504 530 530 530 530 53~) 534 536 5:*6 590 618 618 676 676 2030B 2~131 2033 2036 2037 2041 2(~2 REHOVE OLD S~I'RUCTURE PIPE L?/E 18" LF 207 10.00 REMOVE OLD S'I'RDC~ PIPE G'~ 18" LF 1399 !5.00 ~EINOVE OLD STRUCTURE CI]LVERT EA 2 6,000.00 MOBILIZATION LS 1 569,000. O0 BARRICADES, SIONS AND TRAFFIC HAIqDLIiiG MO 24 3,300.00 FIELD OFFICE MO 24 1,250. O0 CONCRETE CURB AlqD Gb~'FER 24" LF 442 8.00 CONCRETE DRIVEWAY 6" CL I SY 1534 36.00 CONCRETE CURB 6" LF 221 5.00 BRICK PAVERS (HOLLAND I) SY 2 100.00 REMOVE ~ REPLACE BRICK PAVERS S¥ 36 75.00 CONCRETE APPROACH SLAB C¥ 338.8 185.00 CONCRETE MEDIAN CL B SY 1564 t4.00 .~.~ONOLIT)tIC MEDIAN NOSE F J% 8 300.00 BII~G,F (POST 5'-6' }.lglGTH (12 GAUGE) LF 1650 9.98 ?F.R~NhL ANC)'tO~ SECTION EA 30 304.50 CHAIN I.IWK SECl)RI'I'Y F]91CE LF 135 15.00 CONDUIT 2" PVC SOiZDULE 40 LF 6525 1.&7 CONDUIT 3" PVC SCHEDULE 40 LF 1633 3.26 18" STOP BAR I.F 44 9.45 6"I 6" JIC, GLE BARS {.REFL. ) H 1-¢ ZA 50 12.60 TRAFFIC BO'I'TONS REFL. 4" (P-IS-W) EA 2112 4.20 ?P, AFFIC BUTTONS }~)N REFL. 4" (P-?-W) Fl 562 2.42 12" DDCTILE /ROll WATER MA/Il LF 260 60.00 12" Dbk"TILE IRON WA~ER MklN ON BR/DSE LF 859 80.00 12" SAIfi?ARY SEWER P/PE LF 178 30.00 12" GA?E VALVES gA 4 700.00 sAIq-iTARY SEVER I~LE 4' DIA EA 1 2,000.00 SA/I/TAR¥ SEWER ltAlqHOLE ~Y A EA 1 2,000.00 ADJUST WATER MEIER EA 3 250.00 ADJUST WATER VALVE COVER & RISER PIPE F.A 27 i50.00 ADJUS'f EXISTIIiG SANITARY SEWER MA~OLE EA 6 750.00 2,070.00 20,985.00 12,000.00 569,000.00 79,200.00 30,000.00 3,536.00 24,544.00 1,105.00 ~,700.00 62,678.00 21 896.00 16, .467.00 9 135.00 2 025.00 10.896.75 5.323.58 415.80 630.00 8,870.~0 1,360.0~ 15,600.00 5,340.00 2,800.00 2~000.00 2,000.00 4~050.00 8.00 1,656.00 6.00 1,242.00 10.00 13,990.00 6.00 8,394.00 7,500.00 15,000.00 5,000.00 10,000.00 299,652.00 299,652.00 274,000.00 274,000.00 2,205.00 52,920.00 1,200.00 28,800.00 1,000.00 24,000.00 900.00 21,600.00 9.70 4,287.40 10.00 4,420.00 18.90 28,992.60 19.00 29,146.00 3.90 861.90 4.00 884.00 53.00 106.00 100.00 200.00 53.00 1,908.00 S7.00 2,052.00 194.00 65,727.20 209.00 70,809.20 15.50 24,242.00 16.50 25,806.00 368.00 2,944.00 370.00 2,960.00 10.20 1E, 830.00 10.00 16,500.00 315.00 9,450.00 310.00 9,300.00 15.60 2,~06.00 16.00 2,160.00 1.';0 13,092.50 2.00 13,050.00 2.80 4,572.40 3.00 4,899.00 9.50 418.00 10.00 440.00 12.60 6..'.'.'.'.'.'.'.'.?0.00 13.00 650.00 4.20 ~,870.40 4.25 8,976.00 2.40 1,348.80 2.45 1,376.90 130.00 33,800.00 37.00 9,620.00 90.00 77,310.00 37.00 31,783.00 20.00 3,560.00 32.00 5,696.00 800.00 3,200.00 900.00 3,600.00 4,400.00 4,400.00 2,800.00 2,800.00 5,000.00 5,000.00 2,300.00 2,300.00 1,000.00 3,000.00 760.00 2,280.00 200.00 5,400.00 100.00 2,700.00 500.00 3,000.00 450.00 2,700.00 i'ROOECT: B~LT LINE ROAD LENCI"d: 2.8 .~/LES BID # 89-050 (Mac~TH~ BL~. ~ ~ 35E) ~E: 6-~ DI~D~ **~T~A~ ~1'* 12-8-88 gS~: $6.5 ~LLION ENGINEER: BUD BEENE SINACOLA & SONS i~PAC-~EX~ Ur, it ~it Unit item 9escription Poit ~antit~ Price }~ount Price ~mount Price lmount ~ AND/OR RELOCATE FIRE HYDRANT fA 18 500.00 9,000.00 1,400.00 25,~.00 1,~]0.00 21,600.00 2043 2050 FLAP AND SLIDE ~A?ES fA 2 22,500.00 45,000.00 29,295.00 58,590.00 28,000.00 56,000.60 4010 TRF2~CH SUPPOR~ S¥ST19{ LF 7966 3.00 ~3,898.00 1.00 7,966.00 1.00 7,966.00 6ALVAIIIZED S%'EEA H]~NDRA/L LF 46.8 32. (g) 1,497.60 47. O0 2,199.60 50.00 2,340.00 ALTERNATE BID TOTAL 6,615,2'26.70 6,421,778.14 6,742,760.07 ~D 'f~ULATION BELT LINE RO,hD LEI~TB: ~.8 ~IL.~ BID # 8.9-050 (MacARTHUR BLVD. ~0 lB 35E) TYP£: B-LANE DIVIDED **AI.TERIqATE #2** 12-8-88 ?STIMATE: $6.5 MILL/ON EliGINEER: BUD BEENE CLF-hRWATER CONST. ALLAN CONS'l. ]tam Description tk,.} t Quantity Price }~nount ~i~ ~t ~i~ ~unt 164 BROADCAST SEED]]K3 S¥ ~-_Jk533 0.40 21,413.20 0.50 _96,766.50 0.30 16,059.90 249 FLEX BASE TY A, C,R 1, CL 3 (DEL,DC) CY 260 ~6.00 9,360.00 _30.00 7,8(13.00 35.00 9,100.00 280 LIME SLtIRR¥ 5"; A OR B ~ON 1594 57.40 91,495.60 70.80 ~11,r-~30.00 52.00 82,888.00 260 LIME TREATED SLN3BRADE, DC S¥ 118013 t.00 118,013.00 1.00 118,013.00 1.65 194,721.45 340 }~C TY B ~n%gN 149 50.00 7,450.00 65.00 9,685.00 65.00 9,685.00 340 ~UNAC TY D (~') TON 60 50.00 3,000.00 65.00 3,900.00 75.00 4,500.00 350 Pf3~ MIX COLD LA1D I~T TY i% TON 50 50.00 2,500.00 50.00 2,500.00 50.00 2,500.00 360 CONCRES~ PAVEMENT REINEONCED 8" SY 111255 11.85 1,318,371.75 16.00 3,780,080.00 15.00 1,668,825.00 560 6" MONO CURB LF .51952 1.00 51,952.00 1.50 77,925.00 1.00 53,952.00 360 CONCRETE STREET BEADER LF 182 5.00 9/',).00 8.00 1,456.00 5.00 910.00 360 CONCRETE RAILROAD }lEADER LF 328 9.00 2,952.00 23.00 7,544.00 12.00 3,936.00 416 DRILLED SHAF~ 30" LF 4924 40.00 196,960.00 50.00 246,200.00 45.00 221,580.00 ,i16 ORILLED SHAFT 36" },F 460 50.00 23,0~.00 60.00 27,600.00 50.00 23,000.00 421 CL C CONCRETE JUNCTION BOX C¥ 55.2 350.00 19,320.00 340.00 18,768.00 400.00 22,080.00 121 CL A CONCRETE }{EADWALL & W/~L CY 124.9 ,~00.00 37,470.00 290.00 36,221.00 400.00 49,960.00 421 CL A COliC HEADWALL PIPE ONLY C¥ 111.1 300.00 33,330.00 335.00 37,218.50 400.00 44,440.00 421 CL C CONC CULVERT ~ 299.5 300.00 &9,850.00 200.00 59,900.00 280.00 83,860.00 423 CL C COliC Si~LE BOX CULVE1R~* CY 2'Z29.8 238.00 530,692.40 200.00 445,960.00 250.00 557,450.00 421 CL C CONC SLUICE SI{ATE S'fRgCI~ CY 77.6 400.00 31,040.00 320.00 24,832.00 350.00 27,160.00 421 CL C CO}lC AB~'I~ CY 278.4 470.00 t30,848.00 250.00 69,600.00 400.00 111,360.00 421 CL C CONC BEI4~ C~ 342.5 4~0.00 160,975.00 2C20.00 75,350.00 400.00 137:000.00 422 REINFORCED COI{C SLAB SF 83142 5.50 457,281.00 7.20 598,622.40 6.00 498,852.00 423 RETAIN]]qG WALL SF 2706 25.00 67,650.00 22.00 59,532.00 22.00 59,532.00 425 PRES~ESSED CO}lC BEAM TY C LF 10356.5 35.00 362;477.50 40.00 414,260.00 45.00 466,042.50 425 PRESTRESSED COliC BEAM 5"/ IV LF 1436 35.00 50,260.00 42.00 60,312.00 45.00 64,620.00 428 CONC SURFACE ?REAT}iENT S¥ 9237 1.00 9,237.00 0.80 7,389.60 0.80 7,389.60 432 CL B CO}lC RIP RAP C~ 7]9, _?~30.00 142,400.00 140.00 99,680.00 150.00 106,800.00 432 CL B CONCRETE FLII~E CY 17.2 250.00 4,300.00 360.00 2,752.00 200.00 3,440.00 ,!32 CL A Ct~C RIP RIP C¥ 144 .'%q0.00 28,800.00 340.00 20,160.00 180.00 25,920.00 432 "fY A OROI)TED ROCK RIP RAP CY 153.2 100.00 15,3~0.00 370.00 26,044.00 100.00 15,320.00 436 PREFORMED OOI}F~ SEAL 2 1/2"(PJS} LF 716.6 10.00 7,166.00 14.00 10,032.40 12.50 8,957.50 440 REINFORCING S~EEL LB 226252 0.50 113,126.00 0.30 67,875.60 0.40 90,500.80 BID TABOLA~ION PRtOECT: BELT Li}4E ROAD Lg146~lrfl: 2.8 I~ILES BID ~ 89-050 (~<:AR'I~IUR BLVD. TO IB 35E) TYPE: 6-LANE DIVIDED ~ **ALTERI{A?E #1'~ 12-8-88 ESTIMATE: $6.5 MILLION ENOI~F.,R; BUD BEENE CLF~WATER CO~ST. ALI~ CONS~. FLATIRON Item Description Onil ~mntitI Price ~ount Price ~mount Price ~***********************************************************~;`;~;~;.;~;~;.;;~;~;~;~;~.;~ ;;;;,;;;;,~.~-***~ ~*** ~;;.;;;; ~,;;,~,;,;,;,;;,,;,;;, 440 REINFORCING S%~EL** LF 364263 0.50 182,131.50 0.30 I09,278.90 0.40 145,705.20 442 STRb~TI'URAL STEEL S~OE & ~R~OR JOI~T t,B 19384 1.00 19,384.00 1.20 23,260.80 1.25 24,230.00 450 RAIL CONCRTE T502 LF 5024 20.00 !00,480.00 30.00 150,720.00 24.00 120,576.00 465 PIPE SEWERS CL Ill 15" RCP LF 151 18.00 2,718.00 17.00 2,567.00 16.00 2,415.00 455 PIPE SE~F:~S CL III lB" RCP LF 1981 20.00 39,620.00 19.00 37,639.00 18.00 35,658.00 465 PlPE SE~RS CL III 21" RCP LF 1399 2'2.00 30,778.00 24.00 33,576.00 20.00 27,980.00 465 PIPE SEWERS CL III 24" KCP LF 2430 23.00 55,890.00 26.00 6~3,180.00 /2.00 53,460.00 465 PIPE SW~T3~S CL III 27" RCP LF 383 30.00 11,490.00 30.00 11,490.00 25.00 9,575.00 465 PIPE SEWERS CL Ill 30" RCP LF lOll 35.00 35,385.00 35.00 35,3~5.00 ~0.00 30,330.00 465 PIPE SEWERS CL III 36" RCP LF 2843 42.00 119,406.00 42.~0 119,406.00 40.00 113,720.00 465 PIPE SEWERS CL III 42" RCP LF 242 58.00 ]4,036.00 70.00 16,940.00 50.00 12,100.00 465 PIPE SE~RS CL Il/ 48~' RCP LF 1531 70.00 107,170.00 85.00 13~,135.00 60.00 91,860.00 465 PIPE SE~;ERS CL III 54" RCP LF 2102 B5.00 278,670.00 95.00 199,690.00 75.00 157,550.00 465 PIPE SEWERS CL III 6(~' RCP LF 859 115.00 98,785.00 120.00 103,08~.00 90.00 77,310.00 465 PIPE SEWERS CL IV 30" RCP LF 264 40.00 10,560.00 40.00 10,56~.00 35.00 9,240.00 465 PIPE SEWERS CL IV 60~' I~CP LF 108 145.00 14,500.00 13~.00 13,0~).00 120.00 12,0~0.00 470 MANHOLE COM~L~ 4' DIA F~ S 2,200.00 17,600.00 ],700.00 13,600.00 2,500.00 20,000.00 470 !~LET COMPLETE RECESSED 8' gA 39 ~,400.00 54,600.00 1,800.00 70,1~).00 1,800.00 70,200.00 ~70 I~.ET C~PLETE RECESSED 10' gA 3 1,800.00 5,400.00 2,000.00 6,000.00 2,000.00 6,000.00 4';0 INLET CO~PI~E RZCF~SED 12' gA l 1,800.00 1,800.00 2,300.00 2,300.00 2,200.00 2,200.00 470 INLET Cf~PLETE R~ED 14' gA 2 2,000.00 4,000.00 2,6~3.00 5,200.00 2,500.00 5,800.00 470 INLET COMPLETE SPECIhL ¥ 5' X 5' gA 1 1,600.00 1,600.00 1,800.00 1,800.00 2,500.00 2,500.00 47(~ ll~LE? COMPLETE SPECIAL ¥ 4' X 4' F~ 3 1,500.00 4,500.00 1,400.00 4,200.00 1,200.00 3,600.00 470 INLET COMPLETE ¥ 3' X 3' EA 7 1,200.00 8,400.00 1,000.00 7,000.00 1,000.00 7,000.00 470 II, LET COMPLETE 2 ~TE gA 1 1,000.00 1,000.00 1,200.00 1,200.00 1,100.00 1,100.00 470 INLET COMPLETE RECESSED 5' (MODIFIED) gA 10 1,200.00 12,000.00 1,400.00 14,000.00 1,600.00 16,000.00 470 INLE? COMPLETE RECESSED 10' (~ODIFIED) KA 6 1,500.00 9,000.00 2,400.00 14,400.00 2,200.00 13,200.80 470 I%]LET COMPLETE 4' ¥ (SD-11,~ODIFIED) gA 3 1,300.00 3,900.00 1,500.00 4,500.00 1,400.00 4,200.00 476 ~ACK AI~D/OR BORE 18" CC/~P PIPE LF 178 75.00 13,350.00 130.00 23,140.00 110.00 19,580.00 479 PLUG A]~D AHO~DO~ ~M~OLE gA 5 i00.00 500.00 400.00 2,000.00 150.00 750.00 496 REMOYE OLD STR~L'T~RE LA~"E gA 3 20,000.00 60,000.00 38,000.00 114,000.00 60,000.00 180,000.00 PROOF, CT: BELT LINE ROAD (MacARTHUR BLVD. ~0 IH 35E} ~SlNEER: Bb'D BEENE 2.8 KILES BID U 89-0.50 B-LANE DIVIDED **ALTERNATE #1** 12-8-88 EST/MATE: $6.5 MILLION CLEARWATER CO}ISl. ALLAN CONST. FLATIRON !hair %h~ii Unit It~,t Description 1)~it Q~antity Price /unount Price /unount Price ~nount {96. REMOVE OLD STRUCTURE PIPE L~/E 18" LF 207 t0.08 2,0?0.00 9.00 1,863.00 15.00 3,105.00 496 RF~OVE OLD STRIK~E PIPE ~ )~' LF 1399 15.00 20,985.08 10.00 13,990.00 10.00 13,990.00 496 RFROVE OLD STRUCT1RE Cb'LVERT EA 2 5,000.00 10,000.00 1,5OO.00 3,000.00 12,500.00 25,000.00 ,%00 MOBILIZATION LS 1 700,000.00 700,000.00 600,000.00 600,000.00 580,000.00 580,000.00 502 BARRICADF. q, SI~lqS AND TRAFFIC MANI)LI)]G MO 24 2,500.00 60,000.00 3,000.00 72,000.00 3,000.DO 72,080.00 5,04 FIELD OFF/CE MO 24 t,000.00 24,000.00 700.00 16,800.00 2,000.00 48,000.00 530 CONCRETE CI)RB AND 6~R 24" LF 442 ~0.00 4,420.00 8.00 3,536.00 10.00 4,420.00 530 CONCRETE DRIVEWAY 6" CL A $¥ 1534 22.00 33,748.00 22.00 33,748.00 20.00 30,680.00 530 C~3NCRETE CURB 6" LF 221 1.08 221.00 5.00 1,105.00 6.00 1,326.00 530 BI~ICK PAVERS (HOLLAND I) S¥ 2 75.00 150.00 100.00 200.00 80.00 ~60.00 530 REMOVE AND REPLACE BRICK PAVERS S¥ 36 100.00 3,600.00 100.00 .%,600.00 20.00 720.00 534 CONCRETE APPROACH SLAB CY 338.8 250.00 84,700.00 150.00 50,820.00 150.00 50,820.00 536 CONCRETE MEDIAN CL B S¥ 1564 15.00 23,460.00 15.00 23,460.00 20.00 31,280.00 536 MONOLITHIC MEDIAN NOSE EA 8 300.00 2,400.00 65.00 520.00 500.00 4,000.00 .540 MB~F (POST 5'-6' LENGTH (12 SADSE) LF 1650 10.08 16,500.00 i4.00 23,100.00 12.50 20,625.00 540 TFR~MIN-AL ANCHOR SECTION EA 30 350.00 ~0,500.00 400.00 12,000.08 400.00 ~2,080.00 590 C]~AIN L!~ SECURITY FENCE LF 135 8.00 ~,080.08 9.00 ~,215.00 20.00 2,700.00 6i8 CONDI)IT 2" PVC SC}{EDULE 40 LF 6525 5.00 32,625.00 5.00 32,625.00 3.50 22,837.50 6~8 CONDUIT 3" PVC SCHEDULE 40 LF 1633 6.00 9,798.00 5.08 8,165.00 6.08 9,798.00 666 lq" S79P BAR I.F 44 15.00 660.08 30.00 1,320.00 10.00 440.043 6~2 6"X 6" OlC~LE BARS (REFL.) ~Y I-C EA 50 8.00 408.00 15.00 750.00 14.00 708.00 676 TRAFFIC Bb'rTO~S ~EFL. 4" (P-15-W) EA 2112 5.00 10,560.00 2.20 4,646.40 4.00 8,448.00 676 TRAFFIC Bb~ NON REPL. 4" (P-7-W) FA 562 5.00 2,8t0.00 2.20 1,236.40 2.50 1,405.00 2030A 12" DUCTILE I1~0~ WATER MA/]{ LF 260 IlO.OD 28,600.00 30.08 ?,800.00 35.00 9,100.00 2030B 12" 08CTILE IRON WA~ER ~ ON BR_IDOE LF 859 130.00 111,670.00 45.00 38,655.00 75.00 64,425.00 2031 1~' SANITARY SE~ PII~E LF 178 250.00 44,500.08 13.00 2,314.00 20.00 3,560.00 2033 12" SATE VALVES LA 4 ~,000.00 4,000.00 1,200.00 4,800.00 600.00 2,408.00 ?036 SANITARY SEWER MANHOLE 4' BIA EA 1 3,500.08 3,500.00 2,080.00 2,000.00 1,500.00 1,500.00 ?037 SANITARY SE~/ER MANHOLE 7"/ A EA 1 3,500.08 3,500.00 2,080.00 2,000.00 2,500.00 2,500.00 2040 ADJUST WATER METER EA 3 508.00 1,500.00 250.00 750.00 500.00 1,500.00 2041 ADJUST WATER VALVE COVER & RISER PIPE EA 27 300.00 ~,100.00 150.00 4,050.00 100.00 2,700.00 2042 ADJ~T EXISTI~ SANITARY SEWER M3~LE EA 6 608.08 3,600.00 408.00 2,400.00 500.08 3,000.00 BID TABt{I~TION PI~3JEC'I: BI!I,T ~ ROAD (MacARTH~ BLVI), 'ID lB 35E) ENGINEER: BUD BEEI, IE LIFJi6TH: 2.8 KIL~ BID # 89-050 TYPE: 6-I,ANE DIVIDED **kL'I'ETJ{]~ #1'* ~TIMATE: $6.5 ~PlLI..ION CI.EAlZ%4/~?EI~ CO+IST. ALLld{ CONS'3'. FLATIRON Oait Uni ~ Unit Ite~ Description ~dt ~uantity Price }~ount Price ~unt Pri~ ~t ~3 A~ ~/~ ~ATE ~E ~ EA 18 1,~.~ 18,~.~ ~.~ 10,~.~ 1,~.~ 2t,~.~ ]~ ~ } SUDE 8AT~ ~ 2 ~,~.~ ~,~.~ 24,~.~ 48,~.~ 15,~.~ ~,~.~ 4010 ~ S~T ~] LF 7~ 3.M ~,~.~ 1.~ 11~9.~ 0.~ 3,~3.~ ~gV~ZED S~L ~ ~ 46.8 ~.~ t,~2.~ ~.~ 1,~.~ ~.~ 2,~0.~ AL?F, RIqATF. BID TO]I}. 6,717,400.95 6,948,265.50 7,058,544.45 BID ?ABU~A'I'ION PI~"~JECT: BEL? 1,3]E RCk~lD LENo'rH: 93 MI'I,ES 11113 (~IacAI~THUR BI.VD. ']Y) IH 35E) 'I~/PE: 6-t,A}IE DIVIDED t*AI, TI!2mJ4ATE #1'* 12-8-88 ES'I'IMITE: $6.5 }III, LION EI,IGINEIZ.'R: BUO BEE}rE F, S HABLE SUNMOUN? CORP. ~t~,~ De.,scriptio~ 1~nit ~ntit~ ?lice ko~t Price ~mouut Price Amount 164 BROADCAST SEEDIN{2 S¥ 53533 ~. 70 37,473.30 O. 15 249 FtlX BASE T~ A, OR 1, CL 3 (DEL,DC) CY 260 30.00 7,800.00 28.00 .960 L_'~ SLURRY ?Y 1% OR B TON 1594 85.00 135,490.00 62.00 260 LIME TREATED SI~BRADE, DC ST{ 118013 1.20 t41,615.60 3.00 340 }{~AC TY B TON 149 60.00 8,940.00 35.00 340 HMAC T¥ D (2?) ~OB 60 60.00 3,600.00 30.00 350 HOT MI3( COLD LAID ASPHALT TY A TON 50 50.00 2,500.00 45.00 3f43 CONCRETE PAVEMENT REINFORCE]) 8" S¥ 111255 14.57 3,620,985.35 12.00 360 6" MONO CURB LF 51952 3.00 155,856.00 3.00 360 CONCRETE STREET HEADER LF 182 9.00 1,638.00 11.00 350 CONCRETE RAILROAD BEADER LF 328 11.00 3,608.00 63.00 416 DRILLED SHAFT 30" LF 4924 68.70 :k38,278.80 45.00 416 DRILLED SHAFI 36" IJ~ 460 78.30 36,018.00 60.00 421 CL C CONCRETE ,]UNCTION BO]( C~ 55.2 470.00 '~,944.00 500.00 421 CL A CONCRETE HEAl'ALL & W]N674ALL C~ 124.9 410.00 51,209.00 450.00 421 CL A CONC READ'ALL PIP£ (3NL¥ CY ]11.1 420.00 46,662.00 725.00 423 CL C CONC C]~VER~ CY 299.5 365.00 109,317.50 416.00 421 CL C CONC SI]~LE BOX CULVERT** C¥ 2229.8 350.60 781,767.88 150.00 421 CL C CONC SLUICE (~I~ATE SS~RUCT~RES C¥ 77.6 530.00 41,128.00 425.00 421 C% C CONC ABU'I'~E]~ C¥ 278.4 137.00 93,~20.B0 500.00 421 CL C CONC BENT Cv. 342.5 _%~5.00 131,862.50 500.00 422 RE~NFORCED CONC SLAB SF 83142 5.40 448,966.80 6.50 423 RETAINI]~ WALl. SF 27{36 ~6.50 71,709.00 35.00 425 PRESTRESSED CO~C BEAM TY C LF 10356.5 39.50 409,081.75 45.00 425 PRESTRZSSED CONC BE~M TY IV LF 1436 39.50 56,722.00 55.00 428 CONC SURFACE ?REAT}~IT $¥ 9237 0.90 8,313.30 0.50 432 CL B CONC RIP RAP C¥ 712 180.00 128,160.00 170.00 432 CL B CONCRETE FLI~E C¥ 17.2 250.00 4,300.00 185.00 432 CL A CONC RIP kip C¥ 144 200.00 28,800.00 185.00 432 [FY A 6RObbED ROCK R/P RAP C¥ 153.2 170.00 2~,044.00 60.00 436 PREFORMED JOI]~ SEAL 2 1/~'(PJS) LF 716.6 I3.00 9,3t5.80 15.00 ~0 REINFORCING STEEL LB 226252 0.40 90,500.80 0.45 8,029.95 7,280.00 98,828.00 354,039.00 5 ~215. O0 1,800.00 2,250.00 1,335,060.00 155,856.00 2, 002.00 221,580.00 27,600.00 56,205.00 80, 547.50 124,592.00 334,470.00 32,980.00 139,200.00 171,250.00 94,710.00 466,042.50 78,980.00 4,618.50 121,040.00 3,182.00 9,192.00 10,749.00 101,813.40 PROJECT: BELT LDIE ROAD LgNB'~{: 2.8 IiILES BID # 89-050 (}lacAR~fl3R BLVD. ~0 IB 35E) TYPE: 6-LANE DIVIDED ~*ALTERNA~E #1** 12-8-88 ESTII~TE: $6.5 MILLION EN(~INEER: BUD BEDIE R E HABLE SI)}t~UNT CORP. trail Umit Unit Item Description U~it 9uantity Price Amount Price Amount Price ~mount 440 REINFORCING STZEL** LF 364263 0.40 145,705.20 0.46 167,560.98 442 STROCI"OIhIL STEEL SHOE & ~ ~OIRT LB 19384 1.10 21,322.40 1.25 24,230.00 450 R[IL CORCRTE ~502 LF 5024 26.00 130:6~4.00 35.00 175,840.00 465 PIPE SE~ERS CL /II 15" RCP LF 151 23.10 3,488.10 15.00 2,265.00 465 PIPE SEWERS CL III 18" RCP. LF 1981 25.50 50,515.50 16.00 31,696.00 465 PIPE StMERS CL III 21" RCP LF 1399 77.70 38,752.30 18.00 25,182.00 465 PIPE SEWERS CL III 24" RCP I.F 2430 30.50 74,115.00 22.00 53,460.00 465 PIPE SE~r~RS CL III 27" RCP LF 383 32.70 12,524.10 25.00 9,575.00 4&5 P/PE SE~RS C~ III 30" RCP LF 1011 41.20 41,653.20 //.00 27,~97.00 465 PIPE SE~/ERS CL III 36" RCP LF 2843 48.30 ~37,316.90 35.00 99,505.00 465 PIPE SUswmRS CL III 4~' RCP LF 242 53.30 }2,898.60 50.00 12,100.00 465 PIPE SE%fER$ CL III 4~' RCP LF 1531 ~8.20 ~19,724.20 60.00 91,8~0.00 465 PIPE SEWERS CL III 54" RCP LF 2102 93.40 196,326.80 7~.00 147,140.00 465 PIPE SEWERS CL III 60" RCP LF 859 98.00 84,182.00 90.00 77,310.00 465 PIPE SFI~RS CL I¥ 30" RCP LF 264 44.50 11,748.00 30.00 7,920.00 465 PIPE SZWEI~S CL I¥ 6~' RCP LF 100 126.80 12,680.00 105.0~ 10,500.00 470 RANMOLE COMPLETE 4' D1A El 8 3,650.00 29,200.00 4,000.00 32,~00.00 470 INLET CiI~LETE RECESSED 8' El 39 1,800.00 70,~00.00 2,500.00 97,500.00 470 iNLET COMPLETE RECESSED 10' EA 3 1,950.00 5,850.00 3,700.00 11,100.00 4';0 INLET O0~PLE?E RECESSED 12' El 1 2,250.00 2,250.00 4,000.00 4,000.00 478 INLET COMPLETE RECESSED 14' EA ~ 2,450.00 4,900.00 4,800.00 9,600.00 470 INLET COMPLETE SPECIAL ¥ 5' ~ 5' F~ 1 ~,350.00 1,350.00 2,000.00 2,000.00 47D ~ COMPLETE SPECIAL ¥ 4' ~ 4' El 3 1,050.00 3,150.00 1,600.00 4,800.00 470 1NLET COMPLETE ¥ 3' X 3' E& 7 1,000.00 7,000.00 1,200.00 8,400.00 470 INLET COMPLETE 2 61~TE El I 1,050.00 1,050.00 ~,500.00 1,500.00 470 tNLE~ C~tPLETE RECESSED 5' (MODIFIED) El 10 1,7~0.00 17,000.0~ 2,800.00 28,000.00 470 INLET COMPLETE RECESSED 10' (MODIFIED) El 6 2,450.00 14,700.00 3,700.00 22,~.00 470 INLET COMPLETE 4' ¥ (SD-Il,MODIFIED) EA 3 !,200.00 3,600.00 2,290.00 6,600.00 476 OACK AND/OR BORE 1~' C~MP PIPE LF 17~ !70.00 30,260.00 175.00 31,150.00 479 PLU6 ~ ABONDOI; RL~iOLE EA 5 500.00 2,500.00 600.00 3,000.00 496 REMOVE OLD S~R~'TI~E SMALL El 4 400.00 1,600.00 300.00 1,200.00 BELT LII4E ROAD (M~cARTHUR BLVD. ~ IH 35E) ENC~INEER: B{)D BEENE LEI~TH: 2.8 MILES BID ~ 89-050 TYPE: 6-I2t~E DIVIDED · **}i?ERNATE #2** 12-8-88 ESTIMATE: $6,5 MILLION GLE~FN ']']-R~J~A}~ BR(Y,41q & BI,~2<IqEY A?AC-'i~F,Y~ item Description ,Jnit [~antity Price ~t Pri~ ~t Price ~unt 462 PRECAST C~CRETE C~ PC-3 7'~5' I~ 831 140.~ 116,~.~ 148.~ 1~,~.~ 144.~ 119,6~.~ 462 PREC~T ~CR~ C~VE~ PC-3 8'X5' ~ 614 150.~ 92,1~.~ 1~.~ ~,~1.~ 1~.~ 93,~2.~ 4~2 PRECAST C~CRE~ C~ PD-3 9'X5' LF 1~ i~.~ ~2,~.~ 1~.~ ~0,514.~ 1~.~ 462 PRECA~ ~N~ ~ ~-3 lO'X6' LF ~ ~5.~ 185,8~.~ 2~.~ 1~,~0.~ ~.~ 1~,676.~ ALTERNATE B1D TOTAL 616,770.00 647,833.00 626,470.00 BELT ~ ROAD LEN6~flq.' 2.8 I~I-LE.~ BID # 89-050 ES?IM]%TE: $6.5 F, NOlNEFJ~: BUD BEENE CLE~WATER CONST. kLLAN CONST. FLATIRON l)ni t U:~.3 t Unit Item Descript3 on 'Jrdt Q~antity Price Amount Price An~unt l~ice Amo~mt 462 PRECAST CC~qC1~E~ CULVERT PC-3 7~X5' LF 831 NO BID NO 5ID 150.(D 124,650.00 ~62 P~ECAST CONCRE~ C])L~ PC-3 8'X5' LF 614 160.00 98,240.00 462 PRECAST CC~qCRETE CULVEI~ PD-3 9'X5' LF 1236 190.00 234,84~.00 462 PRECAST C~CRETE CULVERT I~-3 10~X6' LF ~ 26~.00 214~760.00 BID ~i~3C~AL O.O0 0.00 672,490.00 BF. LT LINE RO~,D (Mac~U~'~'HL.~R BLVD. TO I'd 35g) PUl) BgDIE LEITH: 2.8 K[LES BiD # 89-050 TYPE: ~-I~h'E DIVSDED *~I~t,'I'ERH~T~ a2** 12-8-88. £S?I~T£: $6.5 M/LLION R g HRI3I,E SU!~MODI~ ,S~J t ~3~)it t~it I t~m De~cripticm Unit Q~ntit~ ~ice ~t ~ice ~t ~ice ~t 462 PREC~ C~CR~ C~ ~-3 7'~5' ~ ~1 NO B~ 1~.~ !57,~.~ ~2 P~C~ C~E C~V~ ~-3 8'~5' ~ 614 ~0.~ 128,~.~ ~2 ~ECAST ~ ~T P~3 9'X5' ~ l~ 2~.~ 271,9~.~ 462 PREC~ CONt~E ~T ~-3 10'X6' ~ ~ ~.~ ~9,~.~ AL'fER~ATE BID TOTAL O,qO 798,290..00 ~.00 BiID ?l%BDI,l%'Iq ON ?ROJ£CT: BELT LI~E ROAD LZ~6T}{: 2.8 ~qLF.~ BID ~ 89-050 (.Mac~RTBUR BLVD. TO IB 3~E) ~""tPE: 6-.b~qE DI~;IDED . *~LTEI~TE #1'* 12-8-88 FA'TIMATE: $6.5 Wi. ION ENGINEER: BUD BEENE R E BABLE SUNMOUN'~ CORP. item Description Umit Quantity Price kmounl Price Amount Price Amount **********************************~*~*~;~***********************;a;;;;;~;*a~*****************************~******aa~;aa~a;;~;~**a~aaa~;;~a~ 496 REMOVE OLD STRUCTORE PIPE LT/E 18" IF 207 7.00 1,449.00 12.00 2,484.00 496 REMOVE OLD STR~I~RE PIPE g~ 18" LF 1399 t0.00 13,990.00 7.00 9,793.00 496 REMOVE OLD STR~CTURE CULVERT EA 2 4,000.00 8,000.00 8,000.00 16,000.00 500 MOBILIZATION LS 1 284,40~.00 284,400.00 600,000.00 600,000.00 502 ~ARRIC~DES, SIGNS AND ~"~RAFFIC PANDLI]~G MO 24 2,000.00 48,000.00 8,000.00 192,000.00 504 FIELD OFFICE MO 24 1,000.00 24,000.00 ],500.00 36,000.00 5~0 O~CRETE CURB ~D $~ ~4" LF 44~ 9.00 3,978.00 10.00 4,420.00 ,530 CONCRETE DRIVEWAY 6" CL ~ S¥ 1534 23.00 35,282.00 30.00 46,020.00 r~30 CONCRETE CURB 6" LF ~21 9.00 ~,989.~ 5.00 1,105.0~ 530 BRICK PAVERS (~OLLk~;D I) S~ ~ 150.00 300.00 ~00.00 400.00 530 REMOVE A)~) REPLACE BR/CI( PAVERS SY 36 75.00 2,700.00 100.00 3,600.00 534 CONCRETE APPROACH S~AB CY 338.8 200.00 67,760.00 200.00 67,760.00 5~6 S~)NCRETE MEDIA~ CL B SY 1564 18.00 ~8,152.00 ~.00 31,280.00 536 MONOLITHIC MED1A~ NOSE EA 8 100.00 800.00 80.00 640.00 540 M~F (Ia36~ 5~-6' LE~GTB (12 G~U~E) LF 1650 9.75 16,087.50 }0.00 16,500.00 ~0 TEk~AL M~CHOR SECTION gA 30 300.00 9,000.00 300.00 9,000.00 5.90 CHAIN LI]~ SECURITY FENCE LF 135 15.00 2,025.00 12.00 1,620.00 618 CONDDIT ~' PVC SC}IEDULE 40 LF 6525 1.65 10,766.25 5.00 32,625.00 618 CONDDIT 3" P¥C SCBEDULE 40 LF }633 3.21 5,~41.93 6.00 9,798.00 666 18" S~ B~R LF ~4 6.80 299.20 2.00 88.00 672 6"~ 6" ~TGSLE B~S (R~.FL.) T¥ I-C gA 50 }0.10 505.00 11.00 550.00 676 ,"~FFIC B~S REFL. 4" (P-15-W) gA 2112 4.40 9,29'2.80 4.00 8,448.00 676 TRJ~FFIC B~ ]~ REFL. 4" (I~-7-W) EA 562 1.90 1,067.80 3.00 1,686.00 2030A 1M' I~L~ILE I~Ol~ WATE~ ~ LF 260 90.00 ~,400.00 100.00 26,000.00 2030B 1~" D~)C~E IRO~ WATER ~ O~ BI~E LF 859 80.00 68,720.00 85.00 73,015.00 2031 12" SANI?~R¥ SEi4ER PIPE bF 178 27.00 4,806.00 20.00 3,560.00 2033 ~2" GJ~'E VALVFM gA 4 ltlO0.O0 4,400.00 2,000.00 8,00D.O0 ~036 S~TAR¥ SEWER N~NBOLF. 4' DIA F~ 1 3,000.00 3,000.00 3,600.00 3,600.00 2037 SANITARY SF;,~R M~PHOLE 5"f ~ gA 1 2,700.00 2,700.00 4,000.00 4,000.00 2040 MI3UST WATER METER EA 3 150.00 450.00 350.00 1,050.00 2041 ADJUST WATER V~%LVE COVER & RIS~ PI~E gA ~7 2~0.00 7.~30.00 200.00 5,400.00 2042 ADOUST EXISTING S~ITARY SEWER M~NMOLE EA 6 1,500.00 9,000.00 600.00 3,600.00 BID TABBLAYIO4q PI~ECT: BF_,L'I' LIllE ROAD (MacAR'IHUR BLVD. 'Il) IH 35E) LENO'/'H: 2.8 ~ BID # 89-05d) 'IS~PE: 6-I,~}J~IE DIVIDED **I~./I'ERNA~I]~ #1'* 12-8-88 ES~II~: $6.5 ~B-LLION R E }{ABLE SUI~iOUNT CORP. Item DescriptioD Ul,it Quantity Price Maomat ~i~ ~t ~i~ A~unt ~ ~ } ~ 8A~ B 2 ~,1~.~ 9,~.~ ~,~.~ ~,~.~ 4010 TR~CH SDP~ S~ LF 7~ 1.~ 7,~.~ 1.~ 7,~.~ ~LVA~D S~ ~ LF 46.8 ~.~ 1,872.~ 55.~ 2,574.~ BID 't'(YlAt, 7,169, 3~33.76 7 ,~91,311.83 0.00 ~ROJ~CT: BELT L]]4E ROAD (F~¢;LRH",[0R BLVD. ~) IH 35E) ~6~E~: B~ BEENE LF24~I'H: 2.8 TYPE: 6-[J~qE DIVIDED ESTIMATE: $6.5 MILLIOIq AUS?IN PAV1NH C~{4P~J~Y **ALTERNATE #2** C~CHOC~S~UCTI~ BID # 89-050 12-8-88 ED BELL C0{4STRUC'FION Unit Unit Unit Item Description Unit ~uantity Price Amount Price Amount Price Amount 462 PRECAS~ CONCRETE C~L~ERT PC-3 7'X5' LF 831 149.75 124,442.25 i28.00 106,368.00 160.87 133,682.97 462 PRECAST CONCRETE CULVERT PC-3 8'X5' LF 614 164.30 100,880.20 140.00 85,960.00 182.83 112,257.62 462 PRECAST CONCRETE CULVERT PD-3 9'X5' LF 1236 165.00 203,940.00 169.00 208,884.00 195.25 241,329.00 462 PRECAST CONCRETE CDLYER? PC-3 lO'X6' LF 826 245.45 202,741.70 214.00 176,764.00 251.33 207,598.58 ALTERNATE BID TOTAL 632,004.15 577,976.00 694,868.17 BID TIBOLATION BELT LiNE ROAD (MacARTBI~R BL~D. TO lB 35E) FNGINEER: B~D BEENE LEN6TH: 2.8 .~ILES BID. # 59-[50 TYPE: 6-LANE DIVIDED **;~i. TERI~]%?E #2** !2-8-88 ES'~IM~TE: $6.5 MiLL/ON I. R LRC~ ~ISEO SINACOLA & SONS b~it l)uit ~3r~i~ ~t~m Description Unit Qsmntit~ Price ~ount Price Amount Price Amount 462 PRECAS? CONCRETE CULVERT PC-3 7'X5' LF 831 151.20 125,647.20 139.65 116,049.15 128.20 106,534.20 462 PRECAST CONCRETE CULV-MRT PC-3 8'X5~ LF 614 165.90 101,862.60 151.20 92,836.80 138.00 84,732.00 462 PREC~ST CONCRETE CULVERT PD-3 9'E5' LF 1236 199.50 246,582.00 !81.00 223,716.00 167.30 206,782.80 462 PRECAST CONCRETE CULVERT PC-3 10'X6' LF 826 247.80 204,682.80 223.00 184,198.00 207.68 171,543.68 ~LTE~NATE BID TOTAL 678,774.60 616,79~.95 569,592.68