INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0953029 0953029 0953029 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 13,623,288.64 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 13,737,054.00 100.8350% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 17.000 MOS | 1500.00000 25500.00| 500.00000 8500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 56000.00000 56000.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 605000.00000 605000.00| 552361.83000 552361.83| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 4198.000 m | 6.50000 27287.00| 22.00000 92356.00| DITCH CLEANING , EXISTING PAVED SIDE | | | DITCH | | | 0005 201-52370 LUMP| 117000.00000 117000.00| 120000.00000 120000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 2928.000 m2 | 5.10000 14932.80| 11.00000 32208.00| PAVEMENT, REMOVE | | | 0007 202-02241 3493.000 m | 8.75000 30563.75| 9.00000 31437.00| GUARDRAIL, REMOVE | | | 0008 202-03783 2.000 EACH| 205.00000 410.00| 200.00000 400.00| SIGN, PANEL, REMOVE | | | 0009 202-04089 148.000 EACH| 14.50000 2146.00| 15.00000 2220.00| SHEET SIGN, REMOVE | | | 0010 202-60820 170.000 m2 | 15.00000 2550.00| 7.50000 1275.00| SURFACE MILLING, ASPHALT | | | 0011 202-74080 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0012 202-86946 4.000 EACH| 225.00000 900.00| 200.00000 800.00| HANDHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-90277 13.000 EACH| 89.00000 1157.00| 86.00000 1118.00| DETECTOR HOUSING, REMOVE | | | 0014 202-93741 28.000 EACH| 360.00000 10080.00| 350.00000 9800.00| GUARD RAIL END TREATMENT, REMOVE | | | 0015 202-94749 500.000 m | 7.00000 3500.00| 9.00000 4500.00| CURB, ASPHALT, REMOVE | | | 0016 203-02000 8039.000 m3 | 36.40000 292619.60| 24.50000 196955.50| EXCAVATION, COMMON | | | 0017 203-02070 3405.000 m3 | 17.00000 57885.00| 19.00000 64695.00| BORROW | | | 0018 203-02080 11.000 km | 4500.00000 49500.00| 9300.00000 102300.00| LINEAR GRADING | | | 0019 205-02224 114.000 m | 6.75000 769.50| 12.00000 1368.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02231 460.000 m | 56.00000 25760.00| 53.00000 24380.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0021 205-02236 35.000 EACH| 72.00000 2520.00| 80.00000 2800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 207-02045 7235.000 m3 | 7.00000 50645.00| 15.00000 108525.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0023 211-02060 90.400 m3 | 55.00000 4972.00| 40.00000 3616.00| B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 13298.000 Mg | 16.00000 212768.00| 12.00000 159576.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-52309 29070.000 Mg | 16.00000 465120.00| 11.00000 319770.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0026 305-97019 162472.000 m2 | 1.75000 284326.00| 1.80000 292449.60| RUBBLIZED PCCP | | | 0027 401-05437 102903.100 Mg | 32.50000 3344350.75| 33.50000 3447253.85| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 38262.000 Mg | 35.75000 1367866.50| 36.00000 1377432.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 17379.800 Mg | 50.00000 868990.00| 51.00000 886369.80| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 401-05459 47090.900 Mg | 32.00000 1506908.80| 30.00000 1412727.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0031 401-05463 16178.500 Mg | 34.25000 554113.63| 32.50000 525801.25| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-05464 9709.400 Mg | 36.25000 351965.75| 38.00000 368957.20| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0033 401-05467 480.000 m | 8.15000 3912.00| 8.00000 3840.00| MILLED HMA CORRUGATIONS | | | 0034 402-05470 4181.300 Mg | 33.50000 140073.55| 27.00000 112895.10| HMA BASE C25.0 mm, MAINLINE | | | 0035 405-05517 311.000 Mg | 295.00000 91745.00| 275.00000 85525.00| ASPHALT FOR PRIME COAT | | | 0036 406-05520 282.200 Mg | 185.00000 52207.00| 190.00000 53618.00| ASPHALT FOR TACK COAT | | | 0037 601-01522 6.000 EACH| 1150.00000 6900.00| 1200.00000 7200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-02103 49.530 m | 52.00000 2575.56| 50.00000 2476.50| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0039 601-02205 2.000 EACH| 850.00000 1700.00| 825.00000 1650.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0040 601-02206 99.060 m | 36.00000 3566.16| 35.00000 3467.10| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0041 601-05999 7.000 EACH| 31.00000 217.00| 30.00000 210.00| CURVED TERMINAL END | | | 0042 601-06037 18.000 EACH| 600.00000 10800.00| 625.00000 11250.00| GUARDRAIL END TREATMENT, I | | | 0043 601-94689 7.000 EACH| 3175.00000 22225.00| 3100.00000 21700.00| GUARDRAIL END TREATMENT, OS | | | 0044 601-94690 2.000 EACH| 3175.00000 6350.00| 3100.00000 6200.00| GUARDRAIL END TREATMENT, MS | | | 0045 601-97080 2.000 EACH| 1600.00000 3200.00| 1500.00000 3000.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0046 601-97774 1.000 EACH| 2025.00000 2025.00| 2000.00000 2000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0047 601-97803 1.000 EACH| 2025.00000 2025.00| 2000.00000 2000.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0048 601-99105 3857.625 m | 33.00000 127301.63| 33.00000 127301.63| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 601-99108 133.251 m | 58.00000 7728.56| 56.00000 7462.06| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 601-99132 2.000 EACH| 125.00000 250.00| 125.00000 250.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0051 610-05527 2328.000 Mg | 60.00000 139680.00| 40.00000 93120.00| HMA FOR APPROACHES | | | 0052 611-06497 1.000 EACH| 110.00000 110.00| 225.00000 225.00| MAILBOX ASSEMBLY, SINGLE | | | 0053 611-52817 2.000 EACH| 25750.00000 51500.00| 86000.00000 172000.00| TEMPORARY CROSSOVER, B | | | 0054 616-02320 2721.000 m2 | 2.00000 5442.00| 7.70000 20951.70| GEOTEXTILES | | | 0055 616-06405 2221.000 Mg | 31.00000 68851.00| 36.00000 79956.00| RIPRAP, REVETMENT | | | 0056 621-01004 4.000 EACH| 675.00000 2700.00| 750.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-01882 1900.000 kg | 10.00000 19000.00| 12.00000 22800.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0058 621-06545 20.240 Mg | 550.00000 11132.00| 500.00000 10120.00| FERTILIZER | | | 0059 621-06548 22.000 kg | 55.00000 1210.00| 40.00000 880.00| SEED MIXTURE, CV | | | 0060 621-06553 3800.000 kg | 9.00000 34200.00| 7.00000 26600.00| SEED MIXTURE, R | | | 0061 621-06565 135.000 Mg | 500.00000 67500.00| 410.00000 55350.00| MULCHING MATERIAL | | | 0062 704-04850 662.000 m2 | 40.00000 26480.00| 41.00000 27142.00| CONCRETE PAVED INVERT | | | 0063 715-01344 2.000 EACH| 1120.00000 2240.00| 1700.00000 3400.00| PIPE END SECTION, 1500 mm | | | 0064 715-01662 2575.000 m | 30.00000 77250.00| 21.00000 54075.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0065 715-01663 111.000 m | 71.00000 7881.00| 21.00000 2331.00| PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0066 715-02246 8.000 EACH| 550.00000 4400.00| 1200.00000 9600.00| PIPE END SECTION, 1200 mm | | | 0067 715-02839 16.000 m | 250.00000 4000.00| 250.00000 4000.00| PIPE, POLYETHYLENE LINER, 600 mm | | | 0068 715-02979 83.000 m | 160.00000 13280.00| 160.00000 13280.00| PIPE, POLYETHYLENE LINER, 300 mm | | | 0069 715-03293 304.000 m | 400.00000 121600.00| 385.00000 117040.00| PIPE, POLYETHYLENE LINER, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-03403 299.000 m | 110.00000 32890.00| 110.00000 32890.00| PIPE, POLYETHYLENE LINER, 375 mm | | | 0071 715-03404 202.000 m | 120.00000 24240.00| 120.00000 24240.00| PIPE, POLYETHYLENE LINER, 450 mm | | | 0072 715-03405 111.000 m | 475.00000 52725.00| 460.00000 51060.00| PIPE, POLYETHYLENE LINER, 1500 mm | | | 0073 715-05048 6283.100 m | 5.75000 36127.83| 5.40000 33928.74| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0074 715-05053 4205.500 m | 26.00000 109343.00| 26.80000 112707.40| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0075 715-05119 142.600 m | 41.00000 5846.60| 110.00000 15686.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0076 715-05203 38097.000 m | 6.25000 238106.25| 5.00000 190485.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0077 715-26728 2.000 EACH| 2000.00000 4000.00| 5200.00000 10400.00| GRATED BOX END SECTION, II, 4:1, 300 mm | | | 0078 715-26764 2.000 EACH| 3600.00000 7200.00| 6400.00000 12800.00| GRATED BOX END SECTION, II, 10:1, 450 mm| | | 0079 715-46000 9.000 EACH| 220.00000 1980.00| 305.00000 2745.00| PIPE END SECTION, 300 mm | | | 0080 715-46005 11.000 EACH| 225.00000 2475.00| 330.00000 3630.00| PIPE END SECTION, 375 mm | | | 0081 715-46010 9.000 EACH| 250.00000 2250.00| 380.00000 3420.00| PIPE END SECTION, 450 mm | | | 0082 715-46020 2.000 EACH| 300.00000 600.00| 360.00000 720.00| PIPE END SECTION, 600 mm | | | 0083 715-46040 38.000 EACH| 440.00000 16720.00| 920.00000 34960.00| PIPE END SECTION, 900 mm | | | 0084 715-96913 1632.000 m | 260.00000 424320.00| 260.00000 424320.00| PIPE, POLYETHYLENE LINER, 900 mm | | | 0085 715-97405 1.000 EACH| 2300.00000 2300.00| 5000.00000 5000.00| GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0086 715-97686 4.000 EACH| 3600.00000 14400.00| 6100.00000 24400.00| GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0087 715-97834 2.000 EACH| 2350.00000 4700.00| 5100.00000 10200.00| GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0088 718-04783 258.000 EACH| 205.00000 52890.00| 200.00000 51600.00| OUTLET , UNDERDRAIN CLEANING | | | 0089 718-04986 31.000 EACH| 150.00000 4650.00| 150.00000 4650.00| CLEANOUT , UNDERDRAIN | | | 0090 718-06528 137.000 EACH| 560.00000 76720.00| 560.00000 76720.00| OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 718-06529 121.000 EACH| 525.00000 63525.00| 510.00000 61710.00| OUTLET PROTECTOR, 2 | | | 0092 718-06532 48586.000 m | 0.25000 12146.50| 0.25000 12146.50| VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 4180.000 m3 | 26.00000 108680.00| 25.00000 104500.00| AGGREGATE FOR UNDERDRAINS | | | 0094 720-02412 4.000 m2 | 270.00000 1080.00| 900.00000 3600.00| INLET APRON | | | 0095 720-44000 4.000 EACH| 425.00000 1700.00| 400.00000 1600.00| CASTING, ADJUST TO GRADE | | | 0096 720-44296 13.000 EACH| 525.00000 6825.00| 1350.00000 17550.00| CAP INLET | | | 0097 801-04308 18.000 EACH| 205.00000 3690.00| 205.00000 3690.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-05563 LUMP| 65000.00000 65000.00| 70000.00000 70000.00| INDIANA LANE MERGE SYSTEM | | | 0099 801-06203 41167.000 m | 0.24000 9880.08| 0.23000 9468.41| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0100 801-06207 51068.000 m | 3.00000 153204.00| 3.00000 153204.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06605 153.000 EACH| 72.00000 11016.00| 75.00000 11475.00| BARRICADE, IIIA | | | 0102 801-06606 8.000 EACH| 82.00000 656.00| 85.00000 680.00| BARRICADE, IIIB | | | 0103 801-06640 118.000 EACH| 135.00000 15930.00| 135.00000 15930.00| CONSTRUCTION SIGN, A | | | 0104 801-06645 10.000 EACH| 30.00000 300.00| 31.00000 310.00| CONSTRUCTION SIGN, B | | | 0105 801-06710 1920.000 DAY | 15.50000 29760.00| 18.00000 34560.00| FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 164918.72000 164918.72| 300000.00000 300000.00| MAINTAINING TRAFFIC | | | 0107 801-09133 4.000 EACH| 16000.00000 64000.00| 17000.00000 68000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0108 802-02293 16.840 m3 | 410.00000 6904.40| 420.00000 7072.80| CONCRETE, SIGN FOUNDATION | | | 0109 802-04893 14.000 EACH| 120.00000 1680.00| 120.00000 1680.00| REFERENCE POST | | | 0110 802-05701 299.150 m | 23.00000 6880.45| 23.00000 6880.45| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 802-05702 681.400 m | 15.00000 10221.00| 15.00000 10221.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-05706 43.520 m | 24.00000 1044.48| 24.00000 1044.48| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0113 802-76015 25.200 m2 | 180.00000 4536.00| 175.00000 4410.00| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0114 802-76025 18.370 m2 | 115.00000 2112.55| 120.00000 2204.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 802-76035 127.430 m2 | 115.00000 14654.45| 115.00000 14654.45| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0116 802-76045 12.410 m2 | 150.00000 1861.50| 150.00000 1861.50| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0117 802-76065 19.500 m | 10.50000 204.75| 10.50000 204.75| SIGN POST, B | | | 0118 802-76095 369.400 kg | 4.60000 1699.24| 4.50000 1662.30| STRUCTURAL STEEL, BREAKAWAY | | | 0119 802-94715 LUMP| 1700.00000 1700.00| 1700.00000 1700.00| SIGNS, SHEET, REMOVE AND RESET | | | 0120 803-02310 1344.000 kg | 2.50000 3360.00| 2.50000 3360.00| REINFORCING STEEL, SIGN FOUNDATION | | | 0121 803-76135 3.000 EACH| 7200.00000 21600.00| 7000.00000 21000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0122 804-06725 18.000 EACH| 18.00000 324.00| 18.50000 333.00| DELINEATOR WITH POST, D1, 75 mm | | | 0123 804-06771 550.000 EACH| 26.00000 14300.00| 26.00000 14300.00| DELINEATOR POST, FLEXIBLE | | | 0124 805-01824 16.000 EACH| 650.00000 10400.00| 650.00000 10400.00| SPAN, CATENARY, AND TETHER, TIGHTEN AND | | | ADJUST HEIGHT AT POLE | | | 0125 805-01842 11.000 EACH| 675.00000 7425.00| 650.00000 7150.00| HANDHOLE, SIGNAL | | | 0126 805-01843 8.000 EACH| 255.00000 2040.00| 250.00000 2000.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0127 805-01844 395.000 m | 34.00000 13430.00| 32.00000 12640.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-03162 LUMP| 4700.00000 4700.00| 5000.00000 5000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0129 805-78205 16.000 EACH| 470.00000 7520.00| 460.00000 7360.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0130 805-78215 4.000 EACH| 470.00000 1880.00| 470.00000 1880.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0131 805-78420 3.000 EACH| 300.00000 900.00| 310.00000 930.00| DISCONNECT HANGER | | | 0132 805-78480 355.000 m | 3.25000 1153.75| 3.20000 1136.00| SIGNAL CABLE, 3C 14GA. | | | 0133 805-78485 475.000 m | 3.35000 1591.25| 3.30000 1567.50| SIGNAL CABLE, 5C 14GA. | | | 0134 805-78490 335.000 m | 3.70000 1239.50| 3.60000 1206.00| SIGNAL CABLE, 7C 14GA. | | | 0135 805-78510 2940.000 m | 2.70000 7938.00| 2.70000 7938.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78746 551.800 m | 67.00000 36970.60| 70.00000 38626.00| PREFORMED LOOP DETECTORS | | | 0137 805-78785 4.000 EACH| 355.00000 1420.00| 350.00000 1400.00| SIGNAL DETECTOR HOUSING | | | 0138 805-86838 1500.000 m | 4.90000 7350.00| 5.00000 7500.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0139 805-92504 7.000 EACH| 315.00000 2205.00| 310.00000 2170.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0140 805-94295 16.000 EACH| 215.00000 3440.00| 210.00000 3360.00| SIGNAL HEAD, RELOCATE | | | 0141 805-95466 8.000 EACH| 2950.00000 23600.00| 3000.00000 24000.00| FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0142 808-06702 5662.000 m | 0.90000 5095.80| 0.95000 5378.90| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0143 808-06703 27408.000 m | 0.75000 20556.00| 0.80000 21926.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0144 808-06705 572.000 m | 1.45000 829.40| 1.50000 858.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0145 808-06713 1485.000 m | 0.15000 222.75| 0.18000 267.30| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,530,332.71 ROUTE : SR 37 CALL ORDER : 171 CONTRACT ID : R -24844-A COUNTIES : LAWRENCE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 808-06714 2620.000 m | 0.15000 393.00| 0.18000 471.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0147 808-06716 12903.000 m | 1.30000 16773.90| 1.40000 18064.20| LINE, REMOVE | | | 0148 808-75245 22766.000 m | 0.75000 17074.50| 0.80000 18212.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0149 808-75260 264.000 m | 2.25000 594.00| 2.30000 607.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0150 808-75297 193.000 m | 10.25000 1978.25| 10.00000 1930.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0151 808-75320 74.000 EACH| 45.00000 3330.00| 48.00000 3552.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0152 808-75998 680.000 EACH| 24.00000 16320.00| 27.00000 18360.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0153 808-97323 86.400 m | 16.50000 1425.60| 17.00000 1468.80| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 13,623,288.64| $ 13,737,054.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,623,288.64| $ 13,737,054.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/18/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1114008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 1,311,951.67 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,505,628.04 114.7624% 3 35-1523985 WIRTZ & YATES, INC. $ 1,523,588.70 116.1314% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,686,021.11 128.5124% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 2,361,819.02 180.0233% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 13.000 MOS | 550.00000 7150.00| 1785.00000 23205.00| 2000.00000 26000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67000.00000 67000.00| 75145.00000 75145.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 14908.00000 14908.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 3669.000 m2 | 7.30000 26783.70| 6.45000 23665.05| 12.00000 44028.00 PAVEMENT, REMOVE | | | 0006 202-02241 369.500 m | 12.00000 4434.00| 12.40000 4581.80| 13.80000 5099.10 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 7500.00000 7500.00| 2500.00000 2500.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51330 LUMP| 65000.00000 65000.00| 45000.00000 45000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-52710 703.400 m2 | 1.80000 1266.12| 3.00000 2110.20| 12.00000 8440.80 SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02000 333.000 m3 | 13.00000 4329.00| 16.00000 5328.00| 11.76000 3916.08 EXCAVATION, COMMON | | | 0011 203-02070 630.000 m3 | 17.00000 10710.00| 16.35000 10300.50| 13.08000 8240.40 BORROW | | | 0012 205-02224 431.800 m | 5.30000 2288.54| 5.25000 2266.95| 6.00000 2590.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 2.000 EACH| 49.00000 98.00| 47.30000 94.60| 52.00000 104.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 2.000 EACH| 52.00000 104.00| 52.55000 105.10| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 19.000 EACH| 32.00000 608.00| 31.50000 598.50| 40.00000 760.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 206-51215 247.300 m3 | 165.00000 40804.50| 155.00000 38331.50| 92.50000 22875.25 EXCAVATION, X | | | 0017 206-51220 569.700 m3 | 33.00000 18800.10| 55.00000 31333.50| 52.31000 29801.01 EXCAVATION, WET | | | 0018 206-51235 LUMP| 80000.00000 80000.00| 44000.00000 44000.00| 60000.00000 60000.00 COFFERDAM | | | 0019 207-02045 2287.000 m3 | 5.20000 11892.40| 8.95000 20468.65| 7.85000 17952.95 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02060 1971.000 m3 | 20.00000 39420.00| 27.00000 53217.00| 20.93000 41253.03 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 197.700 Mg | 14.50000 2866.65| 17.95000 3548.72| 17.64000 3487.43 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 304-06464 661.800 m3 | 37.00000 24486.60| 55.00000 36399.00| 26.14000 17299.46 SUBBASE FOR PCCP | | | 0023 406-05521 82.600 m2 | 0.35000 28.91| 0.30000 24.78| 7.00000 578.20 ASPHALT FOR TACK COAT | | | 0024 502-06457 3599.200 m2 | 30.50000 109775.60| 37.95000 136589.64| 41.85000 150626.52 PCCP, 225 mm | | | 0025 503-05240 492.600 m | 25.00000 12315.00| 30.75000 15147.45| 32.00000 15763.20 D-1 CONTRACTION JOINT | | | 0026 503-05310 27.400 m | 270.00000 7398.00| 395.00000 10823.00| 240.00000 6576.00 TERMINAL JOINT | | | 0027 601-01128 2.000 EACH| 900.00000 1800.00| 923.45000 1846.90| 1000.00000 2000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0028 601-01839 1.000 EACH| 1750.00000 1750.00| 1775.00000 1775.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-01846 1.000 EACH| 1750.00000 1750.00| 1775.00000 1775.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-02103 28.500 m | 48.00000 1368.00| 48.30000 1376.55| 55.00000 1567.50 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0031 601-05586 1.000 EACH| 1800.00000 1800.00| 1775.00000 1775.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-06037 3.000 EACH| 675.00000 2025.00| 650.00000 1950.00| 700.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 302.100 m | 38.00000 11479.80| 37.55000 11343.86| 41.00000 12386.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-92636 10.000 m | 62.00000 620.00| 62.80000 628.00| 75.00000 750.00 FENCE, CHAIN LINK, 1830 mm | | | 0035 604-06069 76.400 m2 | 50.00000 3820.00| 50.00000 3820.00| 50.00000 3820.00 CURB RAMP, CONCRETE | | | 0036 604-44251 6.700 m3 | 1400.00000 9380.00| 895.00000 5996.50| 719.00000 4817.30 STEPS, CONCRETE | | | 0037 604-91531 654.200 m2 | 22.50000 14719.50| 33.50000 21915.70| 45.00000 29439.00 SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06100 634.100 m | 23.00000 14584.30| 35.95000 22795.90| 30.00000 19023.00 CURB, INTEGRAL, C, CONCRETE | | | 0039 605-92578 26.200 m2 | 55.00000 1441.00| 44.20000 1158.04| 137.40000 3599.88 CURB WALK, CONCRETE | | | 0040 610-05527 19.900 Mg | 290.00000 5771.00| 275.00000 5472.50| 40.00000 796.00 HMA FOR APPROACHES | | | 0041 610-06257 208.700 m2 | 50.00000 10435.00| 71.80000 14984.66| 52.71000 11000.58 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0042 611-05330 407.100 m2 | 38.00000 15469.80| 37.25000 15164.48| 75.00000 30532.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 615-06490 4.000 EACH| 135.00000 540.00| 130.00000 520.00| 140.00000 560.00 RIGHT OF WAY MARKER | | | 0044 615-06515 7.000 EACH| 80.00000 560.00| 78.70000 550.90| 150.00000 1050.00 MONUMENT, D | | | 0045 616-02320 367.000 m2 | 4.20000 1541.40| 2.55000 935.85| 4.78000 1754.26 GEOTEXTILES | | | 0046 616-05688 359.000 Mg | 40.00000 14360.00| 45.90000 16478.10| 52.50000 18847.50 RIPRAP, CLASS 1 | | | 0047 616-06405 122.000 Mg | 17.50000 2135.00| 24.40000 2976.80| 26.56000 3240.32 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 430.00000 430.00| 420.00000 420.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 768.000 m2 | 2.30000 1766.40| 2.25000 1728.00| 2.60000 1996.80 EROSION CONTROL BLANKET | | | 0050 621-06559 1400.000 m2 | 0.75000 1050.00| 0.73000 1022.00| 0.85000 1190.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06560 1260.000 m2 | 1.05000 1323.00| 0.99000 1247.40| 1.15000 1449.00 MULCHED SEEDING, U | | | 0052 701-51195 158.100 m | 190.00000 30039.00| 141.90000 22434.39| 88.00000 13912.80 PILE, STEEL H, HP 310 X 79 | | | 0053 701-91792 34.000 EACH| 115.00000 3910.00| 95.00000 3230.00| 100.00000 3400.00 PILE TIP, STEEL H | | | 0054 702-03786 20.000 EACH| 75.00000 1500.00| 20.00000 400.00| 30.00000 600.00 WEEP HOLES | | | 0055 702-51005 366.200 m3 | 375.00000 137325.00| 555.00000 203241.00| 409.61000 149999.18 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 243.100 m3 | 210.00000 51051.00| 285.00000 69283.50| 400.00000 97240.00 CONCRETE, B, FOOTINGS | | | 0057 702-51100 26.900 kg | 7.00000 188.30| 13.00000 349.70| 15.00000 403.50 DRAIN PIPE, CAST IRON, 150 mm | | | 0058 702-51110 87.100 kg | 4.00000 348.40| 5.50000 479.05| 11.02000 959.84 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0059 702-95246 3.600 m3 | 1050.00000 3780.00| 1200.00000 4320.00| 1000.00000 3600.00 CONCRETE, B, STRUCTURES | | | 0060 703-51030 27968.000 kg | 1.25000 34960.00| 1.30000 36358.40| 1.25000 34960.00 REINFORCING STEEL | | | 0061 703-51032 24601.000 kg | 1.40000 34441.40| 1.45000 35671.45| 1.38000 33949.38 REINFORCING STEEL, EPOXY COATED | | | 0062 703-97703 108.000 EACH| 16.50000 1782.00| 12.70000 1371.60| 17.00000 1836.00 THREADED BAR SPLICE, EPOXY COATED | | | 0063 704-51002 156.300 m3 | 335.00000 52360.50| 555.00000 86746.50| 537.00000 83933.10 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-01268 4.400 m | 630.00000 2772.00| 620.00000 2728.00| 700.00000 3080.00 HANDRAIL, ALUMINUM | | | 0065 706-51020 32.500 m3 | 775.00000 25187.50| 1750.00000 56875.00| 541.54000 17600.05 CONCRETE, C, RAILING | | | 0066 707-05978 307.200 m2 | 290.00000 89088.00| 255.00000 78336.00| 309.00000 94924.80 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0067 709-51821 LUMP| 7000.00000 7000.00| 5500.00000 5500.00| 5000.00000 5000.00 SURFACE SEAL | | | 0068 715-05048 546.000 m | 3.00000 1638.00| 9.40000 5132.40| 50.00000 27300.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05149 9.000 m | 190.00000 1710.00| 115.00000 1035.00| 75.00000 675.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 185.200 m | 150.00000 27780.00| 118.00000 21853.60| 75.00000 13890.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05152 256.500 m | 155.00000 39757.50| 120.00000 30780.00| 65.00000 16672.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05422 25.100 m | 185.00000 4643.50| 220.00000 5522.00| 200.00000 5020.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0073 718-52610 196.600 m3 | 48.00000 9436.80| 36.50000 7175.90| 31.37000 6167.34 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 1574.000 m2 | 1.60000 2518.40| 1.75000 2754.50| 4.20000 6610.80 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-45030 3.000 EACH| 900.00000 2700.00| 1095.00000 3285.00| 1000.00000 3000.00 INLET, E7 | | | 0076 720-45045 5.000 EACH| 1100.00000 5500.00| 1315.00000 6575.00| 2000.00000 10000.00 INLET, J10 | | | 0077 720-45055 9.000 EACH| 1100.00000 9900.00| 1375.00000 12375.00| 2000.00000 18000.00 INLET, M10 | | | 0078 720-45275 1.000 EACH| 1000.00000 1000.00| 870.00000 870.00| 1000.00000 1000.00 PIPE CATCH BASIN, 600 mm | | | 0079 720-45410 9.000 EACH| 1200.00000 10800.00| 1960.00000 17640.00| 1600.00000 14400.00 MANHOLE, C4 | | | 0080 724-51888 27.000 m | 110.00000 2970.00| 164.00000 4428.00| 200.00000 5400.00 STRUCTURAL EXPANSION JOINT, BS9 | | | 0081 801-06605 6.000 EACH| 90.00000 540.00| 78.30000 469.80| 200.00000 1200.00 BARRICADE, IIIA | | | 0082 801-06625 59.000 EACH| 70.00000 4130.00| 51.15000 3017.85| 100.00000 5900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 15.000 EACH| 110.00000 1650.00| 93.95000 1409.25| 250.00000 3750.00 CONSTRUCTION SIGN, A | | | 0084 801-06645 3.000 EACH| 38.00000 114.00| 35.50000 106.50| 80.00000 240.00 CONSTRUCTION SIGN, B | | | 0085 801-06775 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0086 808-75052 95.000 m | 5.80000 551.00| 5.70000 541.50| 8.12000 771.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 150 mm | | | 0087 808-75054 612.000 m | 3.90000 2386.80| 3.85000 2356.20| 4.42000 2705.04 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0088 808-75067 28.900 m | 22.50000 650.25| 22.30000 644.47| 40.00000 1156.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75998 32.000 EACH| 27.00000 864.00| 30.70000 982.40| 50.00000 1600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,311,951.67| $ 1,505,628.04| $ 1,523,588.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,311,951.67| $ 1,505,628.04| $ 1,523,588.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1386990 | |RIETH RILEY CONSTRUCTION |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 13.000 MOS | 2000.00000 26000.00| 1800.00000 23400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 26700.00000 26700.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84000.00000 84000.00| 110000.00000 110000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| 70000.00000 70000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 3669.000 m2 | 10.00000 36690.00| 9.50000 34855.50| PAVEMENT, REMOVE | | | 0006 202-02241 369.500 m | 12.00000 4434.00| 10.00000 3695.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51330 LUMP| 186420.31000 186420.31| 400000.00000 400000.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-52710 703.400 m2 | 10.00000 7034.00| 10.00000 7034.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02000 333.000 m3 | 20.00000 6660.00| 14.00000 4662.00| EXCAVATION, COMMON | | | 0011 203-02070 630.000 m3 | 15.00000 9450.00| 15.50000 9765.00| BORROW | | | 0012 205-02224 431.800 m | 5.00000 2159.00| 7.00000 3022.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02234 2.000 EACH| 45.00000 90.00| 200.00000 400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 2.000 EACH| 50.00000 100.00| 125.00000 250.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 19.000 EACH| 30.00000 570.00| 125.00000 2375.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 206-51215 247.300 m3 | 175.00000 43277.50| 200.00000 49460.00| EXCAVATION, X | | | 0017 206-51220 569.700 m3 | 45.00000 25636.50| 130.00000 74061.00| EXCAVATION, WET | | | 0018 206-51235 LUMP| 75000.00000 75000.00| 78000.00000 78000.00| COFFERDAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1386990 | |RIETH RILEY CONSTRUCTION |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 207-02045 2287.000 m3 | 5.00000 11435.00| 11.00000 25157.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02060 1971.000 m3 | 25.00000 49275.00| 19.50000 38434.50| B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 197.700 Mg | 20.00000 3954.00| 20.00000 3954.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 304-06464 661.800 m3 | 26.00000 17206.80| 26.00000 17206.80| SUBBASE FOR PCCP | | | 0023 406-05521 82.600 m2 | 4.50000 371.70| 2.00000 165.20| ASPHALT FOR TACK COAT | | | 0024 502-06457 3599.200 m2 | 40.00000 143968.00| 46.00000 165563.20| PCCP, 225 mm | | | 0025 503-05240 492.600 m | 22.00000 10837.20| 29.00000 14285.40| D-1 CONTRACTION JOINT | | | 0026 503-05310 27.400 m | 375.00000 10275.00| 362.00000 9918.80| TERMINAL JOINT | | | 0027 601-01128 2.000 EACH| 880.00000 1760.00| 1350.00000 2700.00| GUARDRAIL TRANSITION TYPE WGB | | | 0028 601-01839 1.000 EACH| 1690.00000 1690.00| 1975.00000 1975.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-01846 1.000 EACH| 1690.00000 1690.00| 1975.00000 1975.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-02103 28.500 m | 46.00000 1311.00| 60.00000 1710.00| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0031 601-05586 1.000 EACH| 1690.00000 1690.00| 1975.00000 1975.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0032 601-06037 3.000 EACH| 620.00000 1860.00| 800.00000 2400.00| GUARDRAIL END TREATMENT, I | | | 0033 601-99105 302.100 m | 36.00000 10875.60| 47.00000 14198.70| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-92636 10.000 m | 60.00000 600.00| 150.00000 1500.00| FENCE, CHAIN LINK, 1830 mm | | | 0035 604-06069 76.400 m2 | 30.00000 2292.00| 38.00000 2903.20| CURB RAMP, CONCRETE | | | 0036 604-44251 6.700 m3 | 500.00000 3350.00| 800.00000 5360.00| STEPS, CONCRETE | | | 0037 604-91531 654.200 m2 | 25.00000 16355.00| 33.00000 21588.60| SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1386990 | |RIETH RILEY CONSTRUCTION |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 605-06100 634.100 m | 24.00000 15218.40| 33.00000 20925.30| CURB, INTEGRAL, C, CONCRETE | | | 0039 605-92578 26.200 m2 | 30.00000 786.00| 75.00000 1965.00| CURB WALK, CONCRETE | | | 0040 610-05527 19.900 Mg | 125.00000 2487.50| 310.00000 6169.00| HMA FOR APPROACHES | | | 0041 610-06257 208.700 m2 | 60.00000 12522.00| 60.00000 12522.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0042 611-05330 407.100 m2 | 32.00000 13027.20| 39.00000 15876.90| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 615-06490 4.000 EACH| 125.00000 500.00| 190.00000 760.00| RIGHT OF WAY MARKER | | | 0044 615-06515 7.000 EACH| 200.00000 1400.00| 310.00000 2170.00| MONUMENT, D | | | 0045 616-02320 367.000 m2 | 3.50000 1284.50| 4.75000 1743.25| GEOTEXTILES | | | 0046 616-05688 359.000 Mg | 20.00000 7180.00| 52.00000 18668.00| RIPRAP, CLASS 1 | | | 0047 616-06405 122.000 Mg | 20.00000 2440.00| 26.00000 3172.00| RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 400.00000 400.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 768.000 m2 | 2.15000 1651.20| 4.50000 3456.00| EROSION CONTROL BLANKET | | | 0050 621-06559 1400.000 m2 | 0.70000 980.00| 5.10000 7140.00| MULCHED SEEDING, R | | | 0051 621-06560 1260.000 m2 | 0.95000 1197.00| 5.10000 6426.00| MULCHED SEEDING, U | | | 0052 701-51195 158.100 m | 135.00000 21343.50| 131.00000 20711.10| PILE, STEEL H, HP 310 X 79 | | | 0053 701-91792 34.000 EACH| 100.00000 3400.00| 175.00000 5950.00| PILE TIP, STEEL H | | | 0054 702-03786 20.000 EACH| 30.00000 600.00| 50.00000 1000.00| WEEP HOLES | | | 0055 702-51005 366.200 m3 | 575.00000 210565.00| 654.00000 239494.80| CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 243.100 m3 | 450.00000 109395.00| 654.00000 158987.40| CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1386990 | |RIETH RILEY CONSTRUCTION |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 702-51100 26.900 kg | 10.00000 269.00| 26.00000 699.40| DRAIN PIPE, CAST IRON, 150 mm | | | 0058 702-51110 87.100 kg | 5.50000 479.05| 15.00000 1306.50| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0059 702-95246 3.600 m3 | 500.00000 1800.00| 1100.00000 3960.00| CONCRETE, B, STRUCTURES | | | 0060 703-51030 27968.000 kg | 1.40000 39155.20| 1.10000 30764.80| REINFORCING STEEL | | | 0061 703-51032 24601.000 kg | 1.50000 36901.50| 1.35000 33211.35| REINFORCING STEEL, EPOXY COATED | | | 0062 703-97703 108.000 EACH| 15.00000 1620.00| 16.00000 1728.00| THREADED BAR SPLICE, EPOXY COATED | | | 0063 704-51002 156.300 m3 | 475.00000 74242.50| 655.00000 102376.50| CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-01268 4.400 m | 600.00000 2640.00| 911.00000 4008.40| HANDRAIL, ALUMINUM | | | 0065 706-51020 32.500 m3 | 750.00000 24375.00| 1175.00000 38187.50| CONCRETE, C, RAILING | | | 0066 707-05978 307.200 m2 | 350.00000 107520.00| 360.00000 110592.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0067 709-51821 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| SURFACE SEAL | | | 0068 715-05048 546.000 m | 14.00000 7644.00| 24.00000 13104.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05149 9.000 m | 90.00000 810.00| 53.00000 477.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 185.200 m | 80.00000 14816.00| 62.00000 11482.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 256.500 m | 100.00000 25650.00| 85.00000 21802.50| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05422 25.100 m | 200.00000 5020.00| 375.00000 9412.50| PIPE, SLOTTED DRAIN, 300 mm | | | 0073 718-52610 196.600 m3 | 16.00000 3145.60| 33.00000 6487.80| AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 1574.000 m2 | 2.00000 3148.00| 5.08000 7995.92| GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-45030 3.000 EACH| 1500.00000 4500.00| 1700.00000 5100.00| INLET, E7 | | | 0076 720-45045 5.000 EACH| 1500.00000 7500.00| 2000.00000 10000.00| INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 341 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,759.40 ROUTE : US 421 CALL ORDER : 341 CONTRACT ID : B -24583-A COUNTIES : CARROLL LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1386990 | |RIETH RILEY CONSTRUCTION |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 720-45055 9.000 EACH| 1500.00000 13500.00| 2100.00000 18900.00| INLET, M10 | | | 0078 720-45275 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| PIPE CATCH BASIN, 600 mm | | | 0079 720-45410 9.000 EACH| 3000.00000 27000.00| 1200.00000 10800.00| MANHOLE, C4 | | | 0080 724-51888 27.000 m | 125.00000 3375.00| 135.00000 3645.00| STRUCTURAL EXPANSION JOINT, BS9 | | | 0081 801-06605 6.000 EACH| 100.00000 600.00| 145.00000 870.00| BARRICADE, IIIA | | | 0082 801-06625 59.000 EACH| 70.00000 4130.00| 130.00000 7670.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 15.000 EACH| 130.00000 1950.00| 175.00000 2625.00| CONSTRUCTION SIGN, A | | | 0084 801-06645 3.000 EACH| 40.00000 120.00| 75.00000 225.00| CONSTRUCTION SIGN, B | | | 0085 801-06775 LUMP| 5000.00000 5000.00| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0086 808-75052 95.000 m | 7.25000 688.75| 10.00000 950.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 150 mm | | | 0087 808-75054 612.000 m | 3.95000 2417.40| 6.00000 3672.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0088 808-75067 28.900 m | 28.00000 809.20| 38.00000 1098.20| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75998 32.000 EACH| 25.00000 800.00| 90.00000 2880.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,686,021.11| $ 2,361,819.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,686,021.11| $ 2,361,819.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 864,885.54 ROUTE : NHS US 31 CALL ORDER : 351 CONTRACT ID : B -24597-B COUNTIES : MIAMI LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1534019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 719,781.40 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 730,467.84 101.4846% 3 35-1447641 STRUCTURE CONTRACTORS $ 736,762.25 102.3591% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1523985 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 3.000 MOS | 750.00000 2250.00| 2500.00000 7500.00| 2600.00000 7800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 8550.00000 8550.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36000.00000 36000.00| 30000.00000 30000.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2232.000 m2 | 9.50000 21204.00| 13.00000 29016.00| 22.00000 49104.00 PAVEMENT, REMOVE | | | 0005 202-02241 332.000 m | 11.00000 3652.00| 12.00000 3984.00| 12.00000 3984.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 68000.00000 68000.00| 30000.00000 30000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-96128 34.000 m | 45.00000 1530.00| 50.00000 1700.00| 25.00000 850.00 GUTTER, CONCRETE, REMOVE | | | 0008 202-96151 LUMP| 2200.00000 2200.00| 5000.00000 5000.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-02070 100.000 m3 | 12.00000 1200.00| 26.20000 2620.00| 25.00000 2500.00 BORROW | | | 0010 203-02080 0.580 km | 50000.00000 29000.00| 30000.00000 17400.00| 3600.00000 2088.00 LINEAR GRADING | | | 0011 213-52830 10.000 m3 | 140.00000 1400.00| 198.00000 1980.00| 90.00000 900.00 FLOWABLE MORTAR | | | 0012 303-52308 799.000 Mg | 14.50000 11585.50| 18.70000 14941.30| 25.00000 19975.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 304-04405 580.000 m3 | 33.00000 19140.00| 33.50000 19430.00| 45.00000 26100.00 SUBBASE | | | 0014 501-05240 351.000 m | 33.00000 11583.00| 46.00000 16146.00| 38.00000 13338.00 CONTRACTION JOINT, D1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 864,885.54 ROUTE : NHS US 31 CALL ORDER : 351 CONTRACT ID : B -24597-B COUNTIES : MIAMI LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1523985 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 501-06320 283.000 m | 11.50000 3254.50| 15.00000 4245.00| 10.00000 2830.00 MILLED PCCP CORRUGATIONS | | | 0016 502-06329 3278.000 m2 | 43.80000 143576.40| 48.00000 157344.00| 54.50000 178651.00 PCCP, 300 mm | | | 0017 503-05310 46.300 m | 320.00000 14816.00| 230.00000 10649.00| 350.00000 16205.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1350.00000 5400.00| 1400.00000 5600.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-94689 2.000 EACH| 3700.00000 7400.00| 3800.00000 7600.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-94690 2.000 EACH| 3700.00000 7400.00| 3800.00000 7600.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, MS | | | 0021 601-99105 114.300 m | 34.00000 3886.20| 36.30000 4149.09| 33.00000 3771.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 601-99108 114.300 m | 49.00000 5600.70| 52.00000 5943.60| 48.00000 5486.40 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0023 602-06639 129.000 m | 75.00000 9675.00| 75.00000 9675.00| 40.00000 5160.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 378.000 m | 64.00000 24192.00| 75.00000 28350.00| 33.00000 12474.00 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 32.000 EACH| 8.20000 262.40| 10.00000 320.00| 10.00000 320.00 BARRIER DELINEATOR | | | 0026 610-05527 465.000 Mg | 73.00000 33945.00| 87.91000 40878.15| 65.00000 30225.00 HMA FOR APPROACHES | | | 0027 610-06259 316.000 m2 | 58.00000 18328.00| 60.00000 18960.00| 55.00000 17380.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 616-02320 540.000 m2 | 5.00000 2700.00| 4.80000 2592.00| 4.00000 2160.00 GEOTEXTILES | | | 0029 616-06405 496.000 Mg | 19.50000 9672.00| 27.75000 13764.00| 40.00000 19840.00 RIPRAP, REVETMENT | | | 0030 621-01004 2.000 EACH| 375.00000 750.00| 500.00000 1000.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 1200.000 m2 | 1.10000 1320.00| 1.50000 1800.00| 1.00000 1200.00 MULCHED SEEDING, R | | | 0032 702-51863 592.000 EACH| 9.00000 5328.00| 7.00000 4144.00| 10.00000 5920.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 4284.000 kg | 1.35000 5783.40| 1.40000 5997.60| 1.25000 5355.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 864,885.54 ROUTE : NHS US 31 CALL ORDER : 351 CONTRACT ID : B -24597-B COUNTIES : MIAMI LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1523985 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-51032 6754.000 kg | 1.45000 9793.30| 1.60000 10806.40| 1.50000 10131.00 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 368.000 EACH| 13.00000 4784.00| 14.00000 5152.00| 15.00000 5520.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51001 18.600 m3 | 730.00000 13578.00| 1000.00000 18600.00| 750.00000 13950.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0037 706-05732 8.000 EACH| 1050.00000 8400.00| 1200.00000 9600.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51025 129.600 m | 140.00000 18144.00| 137.75000 17852.40| 152.00000 19699.20 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 4000.00000 4000.00 SURFACE SEAL | | | 0040 715-05048 552.000 m | 4.70000 2594.40| 23.00000 12696.00| 5.00000 2760.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0041 715-05053 84.000 m | 39.00000 3276.00| 33.00000 2772.00| 12.00000 1008.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0042 718-06528 12.000 EACH| 440.00000 5280.00| 250.00000 3000.00| 150.00000 1800.00 OUTLET PROTECTOR, 1 | | | 0043 718-52610 110.000 m3 | 59.00000 6490.00| 32.00000 3520.00| 28.00000 3080.00 AGGREGATE FOR UNDERDRAINS | | | 0044 718-99153 1120.000 m2 | 1.50000 1680.00| 6.00000 6720.00| 2.00000 2240.00 GEOTEXTILES FOR UNDERDRAIN | | | 0045 722-51401 10.000 m2 | 300.00000 3000.00| 270.00000 2700.00| 141.00000 1410.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0046 722-51842 780.000 m2 | 38.00000 29640.00| 46.00000 35880.00| 40.00000 31200.00 BRIDGE DECK OVERLAY | | | 0047 722-51846 18.200 m3 | 395.00000 7189.00| 395.00000 7189.00| 395.00000 7189.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0048 722-51852 180.000 m2 | 24.00000 4320.00| 23.00000 4140.00| 65.00000 11700.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0049 722-60824 708.000 m2 | 4.80000 3398.40| 5.00000 3540.00| 10.00000 7080.00 SURFACE MILLING | | | 0050 801-06198 45.000 DAY | 575.00000 25875.00| 450.00000 20250.00| 250.00000 11250.00 PATROLLER | | | 0051 801-06203 750.000 m | 0.90000 675.00| 1.78000 1335.00| 1.00000 750.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0052 801-06207 3283.000 m | 3.15000 10341.45| 3.77000 12376.91| 3.00000 9849.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06605 4.000 EACH| 90.00000 360.00| 200.00000 800.00| 80.00000 320.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/14/00 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 864,885.54 ROUTE : NHS US 31 CALL ORDER : 351 CONTRACT ID : B -24597-B COUNTIES : MIAMI LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1523985 |(3) 35-1447641 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 20.000 EACH| 75.00000 1500.00| 150.00000 3000.00| 60.00000 1200.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH| 38.00000 76.00| 80.00000 160.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0056 801-06710 180.000 DAY | 14.50000 2610.00| 23.50000 4230.00| 15.00000 2700.00 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 28000.00000 28000.00| 15000.00000 15000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0058 808-06711 236.000 m | 0.50000 118.00| 0.99000 233.64| 0.50000 118.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0059 808-06713 713.000 m | 0.50000 356.50| 0.80000 570.40| 0.50000 356.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 713.000 m | 0.50000 356.50| 0.80000 570.40| 0.50000 356.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06716 1195.000 m | 1.25000 1493.75| 2.37000 2832.15| 1.25000 1493.75 LINE, REMOVE | | | 0062 808-75996 18.000 EACH| 10.00000 180.00| 20.00000 360.00| 8.00000 144.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 18.000 EACH| 41.00000 738.00| 69.60000 1252.80| 40.00000 720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 719,781.40| $ 730,467.84| $ 736,762.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 719,781.40| $ 730,467.84| $ 736,762.25 ====================================================================================================================================