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ST8503-CS 870428
Project: BETHEL SCHOOL ROAD IMPROVEMENTS lED BELL CONSTRUCTION COMPANY IUVALOE CONSTRUCTION COMPANY [P.O. BOX 20777 ) 2645 IRVING BLVO. BOX 10286 Owner:CITY OF COPPELL, TEXAS IDALLAS, TEXAS 75220 IDALLAS, TEXAS 75207 I Engineer:GINN, INC. CONSULTING ENGINEERS tCH~ GROUP 5% BID BOND 1TRINITY COMPANIES 5~ BID BOND ITEM ) OESCRIPTION ) UTS ) QUANTITY I UNIT PRICE ) AMOUNT ) UNIT PRICE ) AMOUNT 100.I PREPARE ROW (BETHEL ROAD) 3?.08 416.59 15,447.16 305.00 11,309.40 100.2 PREPARE ROW (SIDE STREETS) 2.09 30t.60 630.34 305.00 637.45 102 CLEARING ANO GRUBBING 30 104.00 3,120.00 105.00 3,150.00 104.1 SAWCUT EXIST ASPHALT/CONCRETE 1085 1.00 1,085.00 1.75 1,898.75 104.2 REI4OVE OLD CONCRETE/ASPHALT 285 6.66 1,898.10 6.?0 1,909.50 1t0 iROAONAY EXCAVATION 4800 3.33 15,984.00 3.40 16,320.00 120 :CHANNEL EXCAVATION t00 4.63 463.00 4.10 410.00 131 BORROW (DELIVERED) 500 7.68 3,840.00 7.75 3,875.00 160 FURNISHING/PLACING TOPSOIL 11610 1.35 15,673.50 1.40 16,254.00 162 BLOCK SODDING-EROSION CONTROL 11610 2.06 23,916.60 2.10 24,381.00 248 FLEXIBLE BASE TY.A,GR.2,CL.1 60 30.00 1,800.00 53.10 3,186.00 260 LIME TREATMENT-MAT'L IN PLACE 1015 1.80 1,821.00 1.50 1,522.50 262 LIME TREATMENT-BASE COURSE 12464 1.80 22,435.20 1.50 18,696.00 264.1 HYDRATED LIME/SLURRY (ITEM 260 13.5 72.07 972.94 82.00 1,1O?.O0 264.2 HYDRATED LIME/SLURRY (ITEM 262 168 72.0? 12,107.76 82.00 13,776.00 340.1 HNACP, 5"THK. TYPE D 92.5 10.46 6,51?.55 82.40 ?,622.00 360.1 CONCRETE, 6"THK, 3000 PSI,5 SK 11640 13.99 162,843.60 15.81 184,028.40 360.2 CONCRETE CURB, 6", 3000 PSI 4823 1.00 4,823.00 1.30 6,269.90 360.3 CONCRETE, 6' THK,30OO PSI,6 SK 1015 22.47 22,807.05 20.37 20,675.55 360.4 CONCRETE CURB/GUTTER SEPARATE 168 8.00 1,344.00 8.90 1,495.20 360.5 CONCRETE STREET HEADER 249 3.38 841.62 5.30 1,319.?0 432 CONCRETE RIPRAP, 6' THICK 140 48.88 6,843.20 3?.00 5,180.00 462.1 ~8C (4'X2') 151 93.60 14,695.20 ?2.00 11,304.00 462.2 RCB~(B'X4') 52 162.24 8,436.48 345.00 17,940.00 464.1 18 RCP, CLASS III 2095 29.12 61,006.40 31.50 65,992.50 464.2 21" RCP, CLASS III 10 34.32 343.20 35.00 350.00 464.3 24" RCP, CLASS 1I[ 184 38.48 7,080.32 40.00 ?,360,00 464.4 30" RCP, CLASS III 109 45.76 4,987.84 46.00 5,014.00 464.5 36' RCP, CLASS III 167.5 54.08 9,058.40 63.00 10,552.50 464.6 CONCRETE TRANSITION 1 1,248.00 1,248.00 800.00 800.00 470.1 RECESSED INLET, 5' 10 1,248.00 12,480.00 1,250.00 12,500.00 470.2 RECESSED INLET, 5', MODIFIED 2 1,300.00 2,600.00 1,300.00 2,600.00 470.3 RECESSED INLET, 10' 12 1,768.00 21,216.00 1,750.00 21,000.00 470.4 RECESSED INLET, 10' MODIFIED 8 1,820.00 14,560.00 1,800.00 14,400.00 470.5 STO~ SEWER ~NHOLE, TY B 4 2,288.00 9,152.00 2,000.00 8,000.00 475.1 ~-N HEADWALL (8X4 RCBC) 1 2,704.00 2,?04.00 2,500.00 2,500.00 475.2 FW-N HEADWALL (8X4 RCBC) 1 3,328.00 3,328.00 2'800.00 2,800.00 475.3 THD-CH-11-B HEADWALL (36"RCP) 2 1,040.00 2,080.00 1,100.00 2,200.00 479.1 ADJUST ~NHOLES 3 241.30 723.90 ?00.00 2,100.00 530 CONCRETE WALK, 4", 2500 PSI, 1500 18.46 27,690.00 16.25 24,375.00 530.1 CONCRETE DRIVE, 5"THK, W/CURBS 1550 16.23 25,156.50 23.90 37,045.00 530.2 CONCRETE DRIVE, 5", BEYOND ROW 285 16.23 4,625.55 24.50 6,982.50 530.3 CONC WALK REPAIR, 4'THK 4 30.00 120.00 24.80 99.20 530.4 CONCRETE ENCASEMENT 50 12.48 624.00 17.00 850.00 540 DECORATIVE FENCE 1 3,269.76 3,269.76 26,000.00 26,000,00 582.1 ADJUST EXIST WATER VALVES t5 12.39 1,085.85 t00.00 1,500.00 582.2 RELOCATE EXIST WV & FH 2 512.00 1,144.00 1,200.00 2,400.00 582.3 LOWER EXIST B' WATER MAIN 310 52.00 16,120.00 120.00 37,200.00 582.4 RELOCATE/LOWER EXIST 8" MAIN 45 57.20 2,574.00 120.00 5,400.00 582.5 RELOCATE EXIST 3/4'-1" SERVICE 30 260.00 ?,800.00 475.00 14,250.00 582.6 .ONER EXIST 6' WATER ~[N 30 46.80 1,404.00 120.00 3,600.00 591 STONE FACING 80 70.06 5,604.80 57.00 4,560.00 666 THERMOPLASTIC MARKINGS (STOP) 310 6.08 1,884.80 6.15 1,906.50 676 4" YELLOW BUTTONS (Pll?Y) 3?5 5.46 2,047.50 5.50 2,062.50 TOTAL BASE BID 604,071.13 ?00,727.05 ADD ALTERNATE NO.t t 8,000.00 8,000.00 5,000.00 5,000.00 FIELD OFFICE ADO ALTERNATE NO. 2 1800 18.46 33,228.00 16.25 29,250.00 CONCRETE WALKS, SOUTH SIDE ADD ALTERNATE NO. 3 1 14,455.81 14,455.81 13,200.00 13,200.00 iPARKING AREA/ORIVES Project: BETHEL SCHOOL ROAD IMPROVEMENTS IT[SEO PAVING COMPANY IAUSTIN PAVING COMPANY ) 1221 ABRAMS ROAD, SUITE 339 )P.O. BOX 1590 Owner:CITY OF COPPELL, TEXAS IRICHARDSON, TEXAS 75081 IOALLAS, TEXAS 75221 I Engineer:GINN, INC. CONSULTING ENGINEERS ITHE HARTFORD 5% BIO 80NO IFEOERAL INSUR. CO. 5% BID 80ND I i ITEM I DESCRIPTION I UTS I QUANTITY I UNIT PRICE t AMOUNT I UNIT PRICE I AMOUNT 100.1 PREPARE ROW (BETHEL ROAD) 37.08 950.00 35,226.00 1,800.00 66,744.00 100.2 PREPARE ROW (SIDE STREETS) 2.09 950.00 1,985.50 2,100.00 4,389.00 102 CLEARING AND GRUBBING 30 150.00 4,500.00 165.00 104.1 SAWCUT EXIST ~PHALT/CONCRETE 1085 2.00 2,170.00 3.00 3,255.00 104.2 RE~VE OLD CONCRETE/ASPHALT 205 6.85 1,952.25 5.50 1,567.50 II0 ROAOWAY EXCAVATION 4800 3.50 16,800.00 1.90 37,920.00 120 'CHANNEL EXCAVATION 100 4.75 4?5.00 11.00 1,100.O0 131 BORROW (DELIVERED) 500 8.00 4,000.00 12.00 6,000.00 160 'FURNISHING/PLACING TOPSOIL 11610 1.50 17,415.00 2.00 23,220.00 162 8LOCK SODDING-EROS[ON CONTROL 11610 4.30 49,923.00 2.20 25,542.00 248 FLEXIBLE BASE TY.A,GR.2,CL.1 60 30.00 1,B00.00 55.00 3,300.00 260 LIME TREATMENT-MAT'L IN PLACE 1015 1.30 1,319.50 1.2g 1,309.35 262 LIME TREATMENT-BASE COURSE 12464 1.30 16,203.20 1.29 16,078.56 264,1 HYDRATED LIME/SLURRY (ITEM 260 13.5 75.00 1,012.50 75.00 1,012.50 264.2 HYDRATED LIME/SLURRY (ITEM 262 168 75.00 12,600.00 75.00 12,600.00 340.1 :HMACP, 5'THK. TYPE D 92.5 50.00 4,625.00 90.00 8,325.00 360.1 CONCRETE, $"THK, 3000 PSI,5 SK 11640 16.50 193,224.00 12.87 149,806.80 360.2 =CONCRETE CURB, 6', 3000 PSI 4823 1.O0 4,823.00 1.20 5,787.60 360.3 )CONCRETE, 5" THK,3000 PSI,6 SK 10t5 18.10 18,371.50 20.00 20,300.00 360.4 )CONCRETE CURB/GUTTER SEPARATE 168 12.50 2,100.00 12.00 2,016.00 360.5 ICONCRETE STREET HEADER 249 5.00 1,245.00 7.00 1,743.00 432 CONCRETE RIPRAP, 6' THICK 140 35.00 4,900.00 35.00 4,900.00 462.1 RCBC (4'X2') 157 1?5.00 27,475.00 78.50 12,324.50 462.2 RC8C (8'X4') 52 2?0.00 14,040.00 172.50 8,970.00 464.1 18"RCP, CLASS III 2095 21.40 44,833.00 37.00 77,5t5.00 464.2 21" ~P, CLASS III 10 24.60 246.00 39.00 390.00 464.3 24" RCP, CLASS III 184 28.35 5,216.40 41.00 7,544.00 464.4 30" ~P, CLASS III 109 38.55 4,201.95 46.00 5,014.00 464.5 36' RCP, CLASS III 167.5 45.00 7,531.50 54.00 9,045.00 464.6 CONCRETE TRANSITION 1 2,250.00 2,250.00 500.00 500.00 470.1 RECESSED INLET, 5' 10 1,400.00 14,000.00 1,300.00 13,000.00 470.2 RECESSED INLET, 5', MOOIFIEO 2 1,450.00 2,900.00 1,300.00 2,600.00 470.3 RECESSED INLET, 10' 12 1,800.00 21,600.00 2,000.00 24,000.00 470.4 RECESSED INLET, 10' MOO!FIEO 8 1,900.00 15,200.00 2,000.00 16,000.00 470.5 STO~ SEWER MANHOLE, TY B 4 2,800.00 1t,200.00 2,000.00 8,000.00 475.1 PW-N H~OWALL (8X4 RCBC) 1 3,640.00 3,640.00 2,100.00 2,100.00 4?5.2 FW-N HEADWALL (8X4 RCBC) 1 3,640.00 3,640.00 1,600.00 1,600.00 4?5.3 THD-CH-11-B HEAl)WALL (36"RCP) 2 1,605.00 3,210.00 ?50.00 1,500.00 479.1 ADJUST MANHOLES 3 300.00 900.00 500.00 1,500.00 530 CONCRETE WALK, 4', 2500 PSI, 1500 18.00 21,000.00 19.00 28,500.00 530.1 CONCRETE DRIVE, 5"THK, W/CURBS 1550 23.00 35,650.00 20.00 31,000.00 530.2 CONCRETE DRIVE, 5", 8EYONO ROW 285 23.00 6,555.00 20.00 5,700.00 530.3 CONC WALK REPAIR, 4"THK 4 18.00 72.00 25.00 100.00 530.4 CONCRETE ENCASEMENT 50 25.00 1,250.00 25.00 1,250.00 540 DECORATIVE FENCE 1 19,000.00 19,000.00 9,400.00 9,400.00 582.1 AOJUST EXIST WATER VALVES 15 150.00 2,250.00 150.00 2,250.00 582.2 RELOCATE EXIST WV & FH 2 1,605.00 3,210.00 860.00 1,700.00 582.3 LOWER EXIST 8' WATER MAIN 310 15.00 4,650.00 98.00 30,380.00 582.4 RELOCATE/LOWER EXIST 8' MAIN 45 15.00 675.00 100.00 4,500.00 582.5 RELOCATE EXIST 3/4"-1" SERVICE 30 325.00 8,750.00 200.00 582.6 LOWER EXIST 6' WATER MAIN 30 t5.00 450.00 87.00 2,610.00 591 STONE FACING 80 130.00 10,400.00 150.00 12,000.00 666 THERMOPLASTIC MARKINGS (STOP) 310 6.45 1,999.50 5.50 .2,015.00 676 4' YELLOW BUTTONS (PII?Y) 375 5.80 2,175.00 5.50 2,062.50 TOTAL BASE BIO ?03,846.80 732,936.31 ADO ALTERNATE NO.1 1 15,000.00 15,000.00 12,000.00 12,000.00 FIELD OFFICE ADD ALTERNATE NO. 2 1800 18.00 32,400.00 19.00 34,200.00 CONCRETE WAI.KS, SOUTH SIDE ADD ALTERNATE NO. 3 1 ti,600.00 11,600.00 18,000.00 18,000.00 PARKING AREA/DRIVES ProJect: BETHEL SCHOOL ROAD IMPROVEMENTS ICHARLES COHEN/APAC-TEXAS, INC TRI-CON SERVICES, INC IP.O.80X 10365 IP.O. 80X 286? Owner:CITY OF COPPELL, TEXAS )DALLAS, TEXAS 7520? IGARLAND , TEXAS 75041 I I Engineer:GINN, INC. CONSULTING ENGINEERS ISEABOARD SURETY 5% BID BOND )ST. PAUL 5% BID BOND ! ! ======================================================================================================================= ITEM I OESCRIPTION I UTS t QUANTITY I UNIT PRICE I AMOUNT ) UNIT PRICE I AMOUNT ======================================================================================================================= 100.t PREPARE ROW (BETHEL ROAD) 37.08 1,760.00 65,260.80 100.00 3,708.00 100.2 PREPARE ROW (SIDE STREETS) 2.09 1,760.00 3,678.40 100.00 209.00 102 CLEARING KO GRUBBING 30 100.00 3,000.00 150.00 4,500.00 104.1 SA~UT EXIST ASPHALT/CONCRETE 1085 3.00 3,255.00 1.00 1,085.00 104.2 REMOVE OLD CONCRETE/ASPHALT 285 1.00 1,995.00 10.00 2,850.00 110 ROADWAY EXCAVATION 4800 3.40 16,320.00 10.00 48,000.00 120 CHANNEL EXCAVATION 100 6.00 600.00 10.00 1,000.00 131 BORROW (DELIVERED) 500 9.00 4,500.00 10.00 5,000.00 160 FURNISHING/PLACING TOPSOIL 11610 2.40 2?,864.00 0.30 3,483.00 162 BLOCK SODDING-EROSION CONTROL 11610 2.25 26,122.50 0.50 5,805.00 248 FLEXIBLE BASE TY.A;GR,2,CL.1 60 ?2.00 4,320.00 25.00 1,500.00 260 LIME TREATMENT-MAT L IN PLACE 1015 2.00 2,030.00 0.10 101.50 262 LIME TREATMENT-8ASE COURSE 12464 2.00 24,928.00 0.10 1,246.40 264.1 .HYDRATED LIME/SLURRY (ITEM 260 13.5 ?0.00 945.00 75.00 1,012.50 264.2 HYORATED LIME/SLURRY (ITEM 262 168 10.00 11,760.00 ?5.00 12,600.00 340.1 'HMACP, 5'THK. TYPE D 92.5 75.00 6,937.50 50.00 4,625.00 360.1 !CONCRETE, 6"THK, 3000 PSI,5 SK 11640 15.80 183,912.00 21.90 254,916.00 360.2 !CONCRETE CURB, 6', 3000 PSI 4823 1.00 4,823.00 1.00 4,823.00 360.3 ICONCRETE, 6' THK,3000 PSI,6 SK 1015 16.30 16,544.50 25.00 25,375.00 360.4 rCONCRETE CURB/GUTTER SEPARATE 168 8.00 1,344.00 ?.00 1,1?6.00 360.5 CONCRETE STREET HEADER 249 5.00 1,245.00 5.00 1,245.00 432 CONCRETE RIPRAP, 6' THICK 140 35.00 4,900.00 30.00 4,200.00 462.1 RCSC (4'X2') t57 79.50 12,481.50 100.00 15,700.00 462.2 RCBC (8'X4') 52 295.00 15,340.00 500.00 26,000.00 464.1 18'RCP, CLASS III 2095 33.25 69,658.75 40.00 83,800.00 464.2 21' RCP, CLASS III 10 36.50 365.00 45.00 450.00 464.3 24' RCP, CLASS III 184 40.00 7,360.00 50.00 9,200.00 464.4 30' RCP, CLASS III 109 47.50 5,177.50 60.00 6,540.00 464.5 36" RCP, CLASS III 167.5 57.50 9,631.25 70.00 11,725.00 464.6 CONCRETE TRANSITION I 1,000.00 1,000.00 2,000.00 2,000.00 470.1 RECESSED INLET, 5' 10 1,625.00 16,250.00 2,000.00 20,000.00 470.2 RECESSED INLET, 5', MODIFIED 2 t,725.00 3,450.00 2,000.00 4,000.00 470.3 RECESSED INLET, 10' 12 2,200.00 26,400.00 3,000.00 36,000.00 470.4 RECESSED INLET, 10' MODIFIED 8 2,300.00 18,400.00 3,000.00 24,000.00 470.5 STORM SEWER MANHOLE, TY B 4 2,200.00 8,800.00 5,000.00 20,000.00 475.1 ~-N HEADWALL (8X4 RCBC) 1 2,500.00 2,500.00 4,000.00 4,000.00 475.2 FW-N HEAOWALL (8X4 RCBC) 1 2,500.00 2,500.00 6,000.00 6,000.00 475.3 THD-CH-11-B HEADWALL (36"RCP) 2 850.00 1,700.00 2,000.00 4,000.00 479.1 ADJUST MANHOLES 3 450.00 1,350.00 200.00 600.00 530 CONCRETE WALK, 4", 2500 PSI, 1500 17.00 25,500.00 18.00 27,000.00 530.1 CO(~CRETE ORIVE, 5"THK, W/CURBS 1550 22.00 34,t00.00 23.00 35,650.00 530.2 CONCRETE DRIVE, 5', BEYOND ROW 285 22.00 6,270.00 23.00 6,555.00 530.3 CONC WALK REPAIR, 4'THK 4 125.00 500.00 25.00 lO0.O0 530.4 CONCRETE ENCASENENT 50 25.00 1,250.00 10,00 500.00 540 DECORATIVE FENCE I 8,000.00 8,000.00 19,000.00 $9,000.00 562.1 ADJUST EXIST WATER VALVES 15 100.00 1,500.00 50.00 750.00 582.2 RELOCATE EXIST WV & FH 2 1,000.00 2,000.00 100.00 200.00 582.3 LOWER EXIST 8' WATER MAIN 310 80.00 24,800.00 30.00 9,300.00 582.4 RELOCATE/LOWER EXIST 8" MAIN 45 95.00 4,275.00 40.00 1,800.00 582.5 RELOCATE EXIST 3/4"-1" SERVICE 30 250.00 7,500.00 100.00 3,000.00 582.6 LOWER EXIST 6' WATER MAIN 30 75.00 2,250.00 40.00 1,200.00 591 STONE FACING 80 40.00 3,200.00 50.00 4,000.00 666 THERMOPLASrIC MARKINGS (STOP) 310 6.00 1,860.00 6.50 2,015.00 676 4" YELLOW BUTTONS (PllTY) 375 5.50 2,062.50 5.00 1,875.00 TOTAL BASE BID 743,716.20 775,420,40 ADD ALTERNATE NO.1 1 i0,000.00 10,000.00 2,000.00 2,000.00 FIELD OFFICE ADO ALTERNATE NO. 2 1800 17.00 30,600.00 18.00 32,400.00 CONCRETE WALKS, SOUTH SIDE ADO ALTERNATE NO. 3 1 16,700.00 16,700.00 15,000.00 15,000.00 PARKING AREA/DRIVES BID TABULATION SUMMARY FOR BETHEL SCHOOL ROAD IMPROVEMENTS COPPELL, TEXAS April 28, 1987 (10:00 a.m.) Tri-Con Services, Inc. Garland, Texas COP~ Bid Bond: 5% St. Paul Addenda: None Issued Subcontractors Listed: No BASE BID AMOUNT ADD ALT. ADD ALT. ADD ALT. NO. 1 NO. 2 NO. 3 $775,420.40 $ 2,000.00 $32,400.00 $15,000.00 Days 15 Days 10 APAC/Charles Cohen Dallas, Texas Bid Bond: 5% Seaboard Surety Addenda: None Issued Subcontractors Listed: No BASE BID AMOUNT ADD ALT. ADD ALT. ADD ALT. NO. 1 NO. 2 NO. 3 $743,716.20 $10,000.00 $30,600.00 $16,700.00 Days 30 Days 10 Austin Paving Co. Dallas, Texas Bid Bond: 5% Federal Insur. Co. Addenda: None Issued Subcontractors Listed: Yes BASE BID AMOUNT ADD ALT. ADD ALT. ADD ALT. NO. 1 NO. 2 NO. 3 $732,936.31 $12,000.00 $34,200.00 $18,000.00 Days 10 Days 25 Tiseo Paving Co. Richardson, TX Bid Bond: 5% The Hartford Co. Addenda: None Issued Subcontractors Listed: No BASE BID AMOUNT ADD ALT. ADD ALT. ADD ALT. NO. 1 NO. 2 NO. 3 $703,846.80 $15,000.00 $32,400.00 $11,600.00 Days 15 Days 7 ~valde Construction Co. Dallas, Texas Bid Bond: 5% Trinity Co. Addenda: None Issued Subcontractors Listed: Yes BASE BID AMOUNT ADD ALT. ADD ALT. ADD ALT. NO. 1 NO. 2 NO. 3 $700,727.50 $ 5,000.00 $29,250.00 $13,200.00 Days 22 Days 16 Ed Bell Construction Co. Dallas, Texas Bid Bond: 5% Chubb Group Addenda: None Issued Subcontractors Listed: Yes BASE BID AMOUNT ADD ALT. ADD ALT. ADD ALT. NO. 1 NO. 2 NO. 3 $604,071.12 $ 8,000.00 $33,228.00 $14,455.81 Days 20 Days 30 We certify this to be a true and correct tabulation of bids taken on April 28, 1987. GINN, INC. By: ~.~/~_~~ Date: ~--~~2