INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/16/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN15002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,862,971.68 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,893,504.20 101.6389% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,318,261.81 124.4389% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1500.00000 15000.00| 1500.00000 15000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 50000.00000 50000.00| 31035.00000 31035.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 93100.00000 93100.00| 92000.00000 92000.00| 175995.00000 175995.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 38000.00000 38000.00| 69243.95000 69243.95 CLEARING RIGHT OF WAY | | | 0005 202-02240 6896.000 SYS | 4.00000 27584.00| 5.50000 37928.00| 8.50000 58616.00 PAVEMENT, REMOVE | | | 0006 202-60820 3806.000 SYS | 3.00000 11418.00| 2.90000 11037.40| 1.75000 6660.50 SURFACE MILLING, ASPHALT | | | 0007 202-91385 16.000 EACH| 120.00000 1920.00| 100.00000 1600.00| 125.00000 2000.00 INLET, REMOVE | | | 0008 203-02000 6071.500 CYS | 22.00000 133573.00| 10.00000 60715.00| 21.00000 127501.50 EXCAVATION, COMMON | | | 0009 203-02045 12260.000 CYS | 2.00000 24520.00| 8.00000 98080.00| 5.00000 61300.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-06933 5.000 EACH| 70.00000 350.00| 70.00000 350.00| 71.50000 357.50 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 84.000 TON | 25.00000 2100.00| 70.00000 5880.00| 125.00000 10500.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 4458.000 LFT | 1.70000 7578.60| 1.70000 7578.60| 1.75000 7801.50 TEMPORARY SILT FENCE | | | 0013 210-06267 21.000 EACH| 110.00000 2310.00| 250.00000 5250.00| 113.95000 2392.95 CURB STOP | | | 0014 211-02050 1160.000 CYS | 14.00000 16240.00| 1.00000 1160.00| 5.00000 5800.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 5823.100 CYS | 0.10000 582.30| 0.10000 582.31| 0.11000 640.54 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-02172 282.000 TON | 15.00000 4230.00| 14.00000 3948.00| 1.00000 282.00 TEMPORARY AGGREGATE | | | 0017 303-04075 272.000 TON | 13.00000 3536.00| 21.25000 5780.00| 20.00000 5440.00 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 601.000 TON | 11.00000 6611.00| 17.90000 10757.90| 34.00000 20434.00 COMPACTED AGGREGATE, O, 53 | | | 0019 401-05437 7676.000 TON | 31.00000 237956.00| 27.30000 209554.80| 35.75000 274417.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05456 1820.000 TON | 39.00000 70980.00| 37.50000 68250.00| 42.00000 76440.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-06264 LUMP| 1200.00000 1200.00| 3000.00000 3000.00| 1950.00000 1950.00 PROFILOGRAPH, HMA | | | 0023 402-05470 2399.000 TON | 26.00000 62374.00| 24.90000 59735.10| 30.00000 71970.00 HMA BASE C25.0 mm, MAINLINE | | | 0024 406-05520 25.030 TON | 250.00000 6257.50| 450.00000 11263.50| 155.00000 3879.65 ASPHALT FOR TACK COAT | | | 0025 601-01522 2.000 EACH| 1300.00000 2600.00| 1300.00000 2600.00| 1413.00000 2826.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 2.000 EACH| 2600.00000 5200.00| 2600.00000 5200.00| 2765.95000 5531.90 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 300.000 LFT | 21.00000 6300.00| 21.00000 6300.00| 21.85000 6555.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 604-06069 210.000 SYS | 45.00000 9450.00| 31.00000 6510.00| 57.00000 11970.00 CURB RAMP, CONCRETE | | | 0029 604-91531 1444.000 SYS | 26.00000 37544.00| 28.75000 41515.00| 29.50000 42598.00 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06140 4536.000 LFT | 12.00000 54432.00| 12.80000 58060.80| 12.50000 56700.00 CURB AND GUTTER, CONCRETE | | | 0031 605-06145 110.000 LFT | 12.00000 1320.00| 12.85000 1413.50| 27.50000 3025.00 CURB AND GUTTER, B, CONCRETE | | | 0032 610-05527 248.000 TON | 45.00000 11160.00| 51.00000 12648.00| 67.75000 16802.00 HMA FOR APPROACHES | | | 0034 615-06505 15.000 EACH| 140.00000 2100.00| 450.00000 6750.00| 475.00000 7125.00 MONUMENT, B | | | 0035 616-06405 35.000 TON | 25.00000 875.00| 29.75000 1041.25| 120.00000 4200.00 RIPRAP, REVETMENT | | | 0036 621-06567 1.700 MG | 1.00000 1.70| 1.00000 1.70| 1.00000 1.70 WATER | | | 0037 621-06575 4277.000 SYS | 3.35000 14327.95| 3.25000 13900.25| 3.50000 14969.50 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05048 5184.000 LFT | 3.08000 15966.72| 2.95000 15292.80| 3.30000 17107.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0039 715-05149 399.000 LFT | 25.00000 9975.00| 24.00000 9576.00| 26.65000 10633.35 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0040 715-05151 1046.000 LFT | 27.00000 28242.00| 32.00000 33472.00| 29.00000 30334.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0041 715-05152 796.000 LFT | 31.00000 24676.00| 30.00000 23880.00| 33.35000 26546.60 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0042 715-05154 957.000 LFT | 36.50000 34930.50| 40.00000 38280.00| 40.55000 38806.35 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0043 715-05156 2908.000 LFT | 50.00000 145400.00| 60.00000 174480.00| 57.45000 167064.60 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0044 715-46030 1.000 EACH| 700.00000 700.00| 500.00000 500.00| 769.25000 769.25 PIPE END SECTION, 30 IN. | | | 0045 718-06532 3281.000 LFT | 1.45000 4757.45| 0.35000 1148.35| 1.05000 3445.05 VIDEO INSPECTION FOR UNDERDRAINS | | | 0046 718-52610 576.000 CYS | 21.00000 12096.00| 23.00000 13248.00| 22.60000 13017.60 AGGREGATE FOR UNDERDRAINS | | | 0047 718-99153 3840.000 SYS | 1.00000 3840.00| 1.00000 3840.00| 1.25000 4800.00 GEOTEXTILES FOR UNDERDRAIN | | | 0048 720-44000 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0049 720-44296 3.000 EACH| 550.00000 1650.00| 300.00000 900.00| 549.00000 1647.00 CAP INLET | | | 0050 720-45030 5.000 EACH| 1175.00000 5875.00| 1050.00000 5250.00| 1278.00000 6390.00 INLET, E7 | | | 0051 720-45045 14.000 EACH| 1525.00000 21350.00| 1250.00000 17500.00| 1575.00000 22050.00 INLET, J10 | | | 0052 720-45055 12.000 EACH| 1600.00000 19200.00| 1300.00000 15600.00| 1775.00000 21300.00 INLET, M10 | | | 0053 720-45410 13.000 EACH| 1525.00000 19825.00| 2050.00000 26650.00| 1595.00000 20735.00 MANHOLE, C4 | | | 0054 720-45415 19.000 EACH| 2100.00000 39900.00| 2750.00000 52250.00| 2272.00000 43168.00 MANHOLE, D4 | | | 0055 720-98174 3.000 EACH| 9250.00000 27750.00| 1675.00000 5025.00| 2210.00000 6630.00 INLET, B15 | | | 0056 720-98555 3.000 EACH| 2300.00000 6900.00| 1800.00000 5400.00| 2630.00000 7890.00 INLET, C15 | | | 0057 732-01336 8.000 EACH| 1250.00000 10000.00| 1450.00000 11600.00| 1365.00000 10920.00 GATE VALVE, 12 IN. | | | 0058 732-04965 1130.000 LFT | 16.00000 18080.00| 13.50000 15255.00| 18.90000 21357.00 WATER SERVICE LINE , 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 732-91739 45.000 LFT | 32.00000 1440.00| 65.00000 2925.00| 44.50000 2002.50 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0060 732-91742 3.000 EACH| 2150.00000 6450.00| 2200.00000 6600.00| 2525.00000 7575.00 FIRE HYDRANT ASSEMBLY | | | 0061 732-96670 1870.000 LFT | 42.50000 79475.00| 39.25000 73397.50| 47.35000 88544.50 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0062 732-96948 3.000 EACH| 700.00000 2100.00| 1000.00000 3000.00| 765.00000 2295.00 GATE VALVE, 8 IN. | | | 0063 801-04092 846.000 SYS | 13.95000 11801.70| 20.75000 17554.50| 30.00000 25380.00 TEMPORARY PAVEMENT | | | 0064 801-06203 13471.000 LFT | 0.16000 2155.36| 0.17000 2290.07| 0.20000 2694.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06207 20851.000 LFT | 0.79000 16472.29| 0.20000 4170.20| 0.90000 18765.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06216 72.000 LFT | 0.41000 29.52| 5.00000 360.00| 1.30000 93.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0067 801-06218 90.000 LFT | 0.53000 47.70| 4.50000 405.00| 4.85000 436.50 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0068 801-06606 12.000 EACH| 139.00000 1668.00| 99.00000 1188.00| 106.50000 1278.00 BARRICADE, IIIB | | | 0069 801-06640 24.000 EACH| 89.00000 2136.00| 90.00000 2160.00| 97.85000 2348.40 CONSTRUCTION SIGN, A | | | 0070 801-06645 14.000 EACH| 31.00000 434.00| 21.00000 294.00| 22.65000 317.10 CONSTRUCTION SIGN, B | | | 0071 801-06710 465.000 DAY | 10.00000 4650.00| 12.00000 5580.00| 15.00000 6975.00 FLASHING ARROW SIGN | | | 0072 801-06775 LUMP| 25000.00000 25000.00| 17000.00000 17000.00| 80000.00000 80000.00 MAINTAINING TRAFFIC | | | 0073 801-53072 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2660.00000 2660.00 TEMPORARY TRAFFIC SIGNAL | | | 0074 802-05701 126.000 LFT | 8.00000 1008.00| 8.00000 1008.00| 6.85000 863.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 23.000 SFT | 11.00000 253.00| 11.00000 253.00| 10.45000 240.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0076 802-76035 249.670 SFT | 12.00000 2996.04| 12.00000 2996.04| 11.60000 2896.17 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 802-96915 LUMP| 500.00000 500.00| 500.00000 500.00| 532.00000 532.00 SIGN, RELOCATE | | | 0078 803-02310 756.000 LBS | 2.00000 1512.00| 2.00000 1512.00| 2.50000 1890.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0079 803-06031 3.000 CYS | 400.00000 1200.00| 400.00000 1200.00| 472.85000 1418.55 SIGN FOUNDATIONS, CONCRETE | | | 0080 803-91441 6.000 EACH| 100.00000 600.00| 100.00000 600.00| 120.00000 720.00 SIGN STRUCTURE ANCHOR BOLT | | | 0081 805-01816 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 698.95000 5591.60 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0082 805-01842 18.000 EACH| 500.00000 9000.00| 500.00000 9000.00| 598.95000 10781.10 HANDHOLE, SIGNAL | | | 0083 805-01879 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 685.00000 685.00 SIGNAL SERVICE, INSTALL | | | 0084 805-02073 6.000 EACH| 2500.00000 15000.00| 2500.00000 15000.00| 2258.05000 13548.30 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0085 805-02077 2.000 EACH| 2800.00000 5600.00| 2800.00000 5600.00| 2715.00000 5430.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0086 805-06592 5492.000 LFT | 8.00000 43936.00| 8.00000 43936.00| 8.35000 45858.20 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0087 805-78100 1.000 EACH| 8600.00000 8600.00| 8600.00000 8600.00| 9350.00000 9350.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0088 805-78205 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 319.25000 1277.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0089 805-78230 8.000 EACH| 560.00000 4480.00| 560.00000 4480.00| 345.75000 2766.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0090 805-78467 500.000 LFT | 1.50000 750.00| 1.50000 750.00| 1.90000 950.00 SIGNAL CABLE, 3C 8GA. | | | 0091 805-78470 4035.000 LFT | 0.20000 807.00| 0.20000 807.00| 0.38000 1533.30 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0092 805-78485 186.000 LFT | 0.50000 93.00| 0.50000 93.00| 2.00000 372.00 SIGNAL CABLE, 5C 14GA. | | | 0093 805-78490 1278.000 LFT | 0.75000 958.50| 0.75000 958.50| 2.25000 2875.50 SIGNAL CABLE, 7C 14GA. | | | 0095 805-78510 2336.000 LFT | 0.30000 700.80| 0.30000 700.80| 1.50000 3504.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0096 805-78785 8.000 EACH| 380.00000 3040.00| 380.00000 3040.00| 360.00000 2880.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 805-78795 1273.000 LFT | 8.00000 10184.00| 8.00000 10184.00| 10.85000 13812.05 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0098 805-78925 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 605.25000 605.25 CONTROLLER CABINET FOUNDATION, P1 | | | 0099 805-86890 960.000 LFT | 0.20000 192.00| 0.20000 192.00| 0.95000 912.00 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0100 805-86920 27.000 EACH| 22.00000 594.00| 22.00000 594.00| 37.75000 1019.25 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0101 805-86925 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 42.00000 168.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0102 805-86930 27.000 EACH| 10.00000 270.00| 10.00000 270.00| 35.40000 955.80 INSULATING LINK, NOT WATERPROOFED | | | 0103 805-86935 4.000 EACH| 12.00000 48.00| 12.00000 48.00| 40.40000 161.60 INSULATING LINK, WATERPROOFED | | | 0104 805-92504 1.000 EACH| 155.00000 155.00| 155.00000 155.00| 350.00000 350.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0105 805-98335 2059.000 LFT | 3.50000 7206.50| 3.50000 7206.50| 3.10000 6382.90 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0106 805-98336 780.000 LFT | 3.50000 2730.00| 3.50000 2730.00| 3.10000 2418.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0107 807-02191 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 632.60000 632.60 HANDHOLE, LIGHTING | | | 0108 807-02193 12.000 EACH| 500.00000 6000.00| 500.00000 6000.00| 672.00000 8064.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0109 807-83740 2.000 EACH| 950.00000 1900.00| 950.00000 1900.00| 1210.55000 2421.10 LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0110 807-83752 10.000 EACH| 1050.00000 10500.00| 1050.00000 10500.00| 1358.75000 13587.50 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0111 807-86620 12.000 EACH| 250.00000 3000.00| 250.00000 3000.00| 338.55000 4062.60 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0112 807-86910 12.000 EACH| 10.00000 120.00| 10.00000 120.00| 36.00000 432.00 CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 807-86915 12.000 EACH| 15.00000 180.00| 15.00000 180.00| 45.15000 541.80 CONNECTOR KIT, FUSED | | | 0114 807-86955 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 38.00000 114.00 CABLE DUCT MARKER | | | 0115 807-95492 1.000 EACH| 2800.00000 2800.00| 2800.00000 2800.00| 2989.15000 2989.15 SERVICE POINT, II, BREAKER ENCLOSURE | | | 0116 808-06701 1335.000 LFT | 0.28000 373.80| 0.28000 373.80| 0.40000 534.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0117 808-06703 1003.000 LFT | 0.28000 280.84| 0.28000 280.84| 0.40000 401.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0118 808-06716 4128.000 LFT | 0.39000 1609.92| 0.30000 1238.40| 0.35000 1444.80 LINE, REMOVE | | | 0119 808-75240 770.000 LFT | 0.28000 215.60| 0.28000 215.60| 0.40000 308.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0120 808-75245 12248.000 LFT | 0.28000 3429.44| 0.28000 3429.44| 0.35000 4286.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0121 808-75297 324.000 LFT | 2.80000 907.20| 2.80000 907.20| 3.25000 1053.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0122 808-75300 293.000 LFT | 0.75000 219.75| 0.75000 219.75| 0.60000 175.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0123 808-75320 18.000 EACH| 58.00000 1044.00| 58.00000 1044.00| 55.00000 990.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75325 25.000 EACH| 75.00000 1875.00| 75.00000 1875.00| 70.00000 1750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 611-05330 1844.000 SYS | 36.00000 66384.00| 33.65000 62050.60| 45.00000 82980.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0126 401-05455 3317.000 TON | 35.00000 116095.00| 27.60000 91549.20| 33.65000 111617.05 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0127 715-04612 100.000 LFT | 36.00000 3600.00| 21.50000 2150.00| 38.00000 3800.00 PIPE , PVC, SDR 35, 10 IN. | | | 0128 715-93279 100.000 LFT | 33.00000 3300.00| 22.50000 2250.00| 35.10000 3510.00 PIPE, PVC, SDR 35, 6 IN. | | | 0129 715-94457 100.000 LFT | 35.00000 3500.00| 23.75000 2375.00| 37.65000 3765.00 PIPE, PVC, SDR 35, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,271,209.82 ROUTE : RIDGE ROAD CALL ORDER : 140 CONTRACT ID : R -25496-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 715-96040 100.000 LFT | 39.00000 3900.00| 25.50000 2550.00| 41.00000 4100.00 PIPE, PVC, SDR 35, 12 IN. | | | 0131 805-97114 2705.000 LFT | 1.80000 4869.00| 1.80000 4869.00| 1.30000 3516.50 CABLE, INTERCONNECT, 6 PAIR 19 | | | SECTION TOTALS | $ 1,862,971.68| $ 1,893,504.20| $ 2,318,261.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,862,971.68| $ 1,893,504.20| $ 2,318,261.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : MB854001 B854001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,922,266.35 100.0000% 2 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 3,948,579.15 100.6708% 3 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 4,097,404.29 104.4652% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 4,198,383.30 107.0397% 5 35-1609544 SCHUTT-LOOKABILL CO $ 4,239,211.25 108.0806% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,311,874.89 109.9332% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 4,380,586.63 111.6850% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,790,073.37 122.1251% ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06790 14.000 MOS | 1500.00000 21000.00| 1200.00000 16800.00| 1495.00000 20930.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 157000.00000 157000.00| 185000.00000 185000.00| 204800.00000 204800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30600.00000 30600.00| 25000.00000 25000.00| 80000.00000 80000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 183.700 m2 | 8.00000 1469.60| 7.00000 1285.90| 10.00000 1837.00 PAVEMENT, REMOVE | | | 0006 202-02279 576.200 m | 8.00000 4609.60| 12.00000 6914.40| 8.20000 4724.84 CURB AND GUTTER, REMOVE | | | 0007 202-03000 LUMP| 4200.00000 4200.00| 10000.00000 10000.00| 7255.00000 7255.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0008 202-03000 LUMP| 4200.00000 4200.00| 10000.00000 10000.00| 8495.00000 8495.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0009 202-52710 137.300 m2 | 3.00000 411.90| 4.00000 549.20| 6.00000 823.80 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 5121.300 m2 | 1.00000 5121.30| 0.35000 1792.46| 1.35000 6913.76 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-91385 9.000 EACH| 300.00000 2700.00| 300.00000 2700.00| 200.00000 1800.00 INLET, REMOVE | | | 0012 202-93047 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 MANHOLE, REMOVE | | | 0013 203-02000 17845.000 m3 | 4.65000 82979.25| 14.00000 249830.00| 12.80000 228416.00 EXCAVATION, COMMON | | | 0014 205-02224 2079.500 m | 5.00000 10397.50| 7.00000 14556.50| 5.50000 11437.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 65.600 m | 18.50000 1213.60| 40.00000 2624.00| 50.00000 3280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02233 180.000 m3 | 7.00000 1260.00| 15.00000 2700.00| 15.00000 2700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0017 205-02234 5.000 EACH| 55.00000 275.00| 60.00000 300.00| 60.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 21.000 EACH| 55.00000 1155.00| 60.00000 1260.00| 60.00000 1260.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 55.000 EACH| 45.00000 2475.00| 50.00000 2750.00| 45.00000 2475.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 206-51220 665.000 m3 | 13.00000 8645.00| 20.00000 13300.00| 0.01000 6.65 EXCAVATION, WET | | | 0022 211-02060 8577.100 m3 | 19.00000 162964.90| 22.00000 188696.20| 8.90000 76336.19 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 549.000 m3 | 85.00000 46665.00| 70.00000 38430.00| 65.15000 35767.35 FLOWABLE MORTAR | | | 0024 303-52308 389.200 Mg | 17.50000 6811.00| 15.00000 5838.00| 22.40000 8718.08 COMPACTED AGGREGATE, O, 53 | | | 0025 305-05206 4825.800 Mg | 33.00000 159251.40| 33.00000 159251.40| 39.50000 190619.10 WIDENING WITH HMA | | | 0026 401-05437 20222.500 Mg | 30.00000 606675.00| 30.00000 606675.00| 30.00000 606675.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 6772.700 Mg | 30.10000 203858.27| 30.00000 203181.00| 30.00000 203181.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 3462.600 Mg | 45.00000 155817.00| 47.00000 162742.20| 47.00000 162742.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 10662.800 Mg | 28.00000 298558.40| 27.00000 287895.60| 27.00000 287895.60 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 406-05520 49.200 Mg | 180.00000 8856.00| 180.00000 8856.00| 180.00000 8856.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 6.000 EACH| 1090.00000 6540.00| 1500.00000 9000.00| 1090.00000 6540.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 6.000 EACH| 2120.00000 12720.00| 2500.00000 15000.00| 2120.00000 12720.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 26.670 m | 39.00000 1040.13| 45.00000 1200.15| 39.00000 1040.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 604-06069 90.600 m2 | 50.00000 4530.00| 55.00000 4983.00| 65.55000 5938.83 CURB RAMP, CONCRETE | | | 0035 604-91531 4368.900 m2 | 20.00000 87378.00| 35.00000 152911.50| 27.20000 118834.08 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06140 4231.400 m | 30.00000 126942.00| 30.00000 126942.00| 40.94000 173233.52 CURB AND GUTTER, CONCRETE | | | 0037 605-06215 153.300 m | 65.00000 9964.50| 60.00000 9198.00| 70.00000 10731.00 CENTER CURB, D, CONCRETE | | | 0038 610-05527 1519.300 Mg | 50.00000 75965.00| 50.00000 75965.00| 50.00000 75965.00 HMA FOR APPROACHES | | | 0039 611-05330 814.800 m2 | 40.00000 32592.00| 40.00000 32592.00| 38.30000 31206.84 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 10.000 EACH| 110.00000 1100.00| 150.00000 1500.00| 110.00000 1100.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 5.000 EACH| 130.00000 650.00| 200.00000 1000.00| 130.00000 650.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 8.000 EACH| 120.00000 960.00| 120.00000 960.00| 120.00000 960.00 RIGHT OF WAY MARKER | | | 0043 615-06505 10.000 EACH| 425.00000 4250.00| 500.00000 5000.00| 425.00000 4250.00 MONUMENT, B | | | 0044 615-06527 1.000 EACH| 675.00000 675.00| 500.00000 500.00| 675.00000 675.00 MONUMENT, SECTION CORNER | | | 0045 616-02320 962.000 m2 | 2.50000 2405.00| 2.00000 1924.00| 1.50000 1443.00 GEOTEXTILES | | | 0046 616-06405 638.000 Mg | 30.40000 19395.20| 25.00000 15950.00| 24.65000 15726.70 RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 400.00000 400.00| 500.00000 500.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 0.470 Mg | 865.00000 406.55| 1000.00000 470.00| 865.00000 406.55 FERTILIZER | | | 0049 621-06548 3.860 kg | 52.75000 203.62| 60.00000 231.60| 52.75000 203.62 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06554 86.420 kg | 10.50000 907.41| 12.00000 1037.04| 10.50000 907.41 SEED MIXTURE, U | | | 0051 621-06565 2.360 Mg | 660.00000 1557.60| 700.00000 1652.00| 660.00000 1557.60 MULCHING MATERIAL | | | 0052 621-06567 179.900 kL | 0.55000 98.95| 0.60000 107.94| 0.55000 98.95 WATER | | | 0053 621-06575 9992.200 m2 | 3.05000 30476.21| 4.00000 39968.80| 3.70000 36971.14 SODDING, NURSERY | | | 0054 702-93722 53.400 m3 | 466.00000 24884.40| 350.00000 18690.00| 462.00000 24670.80 CONCRETE, C | | | 0055 702-94656 61.600 m3 | 424.00000 26118.40| 350.00000 21560.00| 559.00000 34434.40 CONCRETE, B | | | 0056 703-06029 11971.000 kg | 1.52000 18195.92| 1.30000 15562.30| 2.85000 34117.35 REINFORCING BARS, EPOXY COATED | | | 0058 706-06372 6.000 EACH| 2000.00000 12000.00| 1000.00000 6000.00| 2000.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0059 706-51025 34.200 m | 286.78000 9807.88| 100.00000 3420.00| 278.00000 9507.60 CONCRETE, C, RAILING | | | 0060 709-51821 LUMP| 4540.00000 4540.00| 2500.00000 2500.00| 1914.00000 1914.00 SURFACE SEAL | | | 0061 714-03437 136.000 m2 | 786.00000 106896.00| 500.00000 68000.00| 600.00000 81600.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0062 714-99346 30.200 m | 670.00000 20234.00| 800.00000 24160.00| 510.00000 15402.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0063 715-05048 4356.100 m | 8.75000 38115.88| 7.00000 30492.70| 7.90000 34413.19 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05149 967.200 m | 75.00000 72540.00| 60.00000 58032.00| 68.90000 66640.08 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 769.400 m | 81.00000 62321.40| 65.00000 50011.00| 68.90000 53011.66 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 880.800 m | 90.00000 79272.00| 70.00000 61656.00| 75.80000 66764.64 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05153 329.700 m | 102.00000 33629.40| 80.00000 26376.00| 85.60000 28222.32 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0068 715-05154 335.400 m | 114.00000 38235.60| 90.00000 30186.00| 104.35000 34998.99 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05155 256.200 m | 125.00000 32025.00| 100.00000 25620.00| 112.20000 28745.64 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0070 715-05156 111.400 m | 148.00000 16487.20| 110.00000 12254.00| 122.05000 13596.37 PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05157 65.600 m | 164.00000 10758.40| 160.00000 10496.00| 145.30000 9531.68 PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0072 715-05165 6.000 m | 1340.00000 8040.00| 790.00000 4740.00| 520.00000 3120.00 PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0073 715-05411 30.600 m | 257.00000 7864.20| 400.00000 12240.00| 572.00000 17503.20 PIPE, SANITARY SEWER, 300 mm | | | 0074 715-05841 1.000 EACH| 1020.00000 1020.00| 800.00000 800.00| 2000.00000 2000.00 CONCRETE ANCHOR, 1500 mm | | | 0075 715-05908 8.400 m | 885.00000 7434.00| 800.00000 6720.00| 485.00000 4074.00 PIPE EXTENSION, CIRCULAR, 1500 mm | | | 0076 715-06357 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| 2000.00000 2000.00 CONCRETE ANCHOR, 1800 mm | | | 0077 715-46010 2.000 EACH| 218.00000 436.00| 300.00000 600.00| 340.00000 680.00 PIPE END SECTION, 450 mm | | | 0078 715-46015 1.000 EACH| 235.00000 235.00| 350.00000 350.00| 350.00000 350.00 PIPE END SECTION, 525 mm | | | 0079 715-46020 1.000 EACH| 256.00000 256.00| 400.00000 400.00| 515.00000 515.00 PIPE END SECTION, 600 mm | | | 0080 715-46025 1.000 EACH| 256.00000 256.00| 450.00000 450.00| 525.00000 525.00 PIPE END SECTION, 675 mm | | | 0081 715-46030 1.000 EACH| 383.00000 383.00| 500.00000 500.00| 785.00000 785.00 PIPE END SECTION, 750 mm | | | 0082 718-52610 646.200 m3 | 33.00000 21324.60| 30.00000 19386.00| 24.20000 15638.04 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 11773.000 m2 | 0.80000 9418.40| 1.25000 14716.25| 1.50000 17659.50 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-44000 6.000 EACH| 350.00000 2100.00| 300.00000 1800.00| 300.00000 1800.00 CASTING, ADJUST TO GRADE | | | 0085 720-45040 2.000 EACH| 1962.00000 3924.00| 1700.00000 3400.00| 1520.00000 3040.00 INLET, G7 | | | 0086 720-45045 45.000 EACH| 1722.00000 77490.00| 1000.00000 45000.00| 1135.00000 51075.00 INLET, J10 | | | 0087 720-45055 1.000 EACH| 1722.00000 1722.00| 1100.00000 1100.00| 1150.00000 1150.00 INLET, M10 | | | 0088 720-45075 1.000 EACH| 1827.00000 1827.00| 1100.00000 1100.00| 1180.00000 1180.00 INLET, R13 | | | 0089 720-45080 1.000 EACH| 2063.00000 2063.00| 1100.00000 1100.00| 1235.00000 1235.00 INLET, S14 | | | 0090 720-45235 11.000 EACH| 1524.00000 16764.00| 1000.00000 11000.00| 1040.00000 11440.00 CATCH BASIN, E7 | | | 0091 720-45410 47.000 EACH| 2530.00000 118910.00| 1000.00000 47000.00| 1530.00000 71910.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 720-45415 13.000 EACH| 3143.00000 40859.00| 1600.00000 20800.00| 2950.00000 38350.00 MANHOLE, D4 | | | 0093 720-45605 1.250 m | 1009.00000 1261.25| 500.00000 625.00| 1100.00000 1375.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0094 720-90349 2.000 EACH| 2500.00000 5000.00| 1000.00000 2000.00| 1470.00000 2940.00 MANHOLE, C8 | | | 0095 720-90352 1.000 EACH| 4730.00000 4730.00| 1600.00000 1600.00| 10780.00000 10780.00 MANHOLE, D8 | | | 0096 720-90984 7.000 EACH| 2376.00000 16632.00| 1000.00000 7000.00| 1565.00000 10955.00 MANHOLE, C2 | | | 0097 720-96851 1.000 EACH| 1791.00000 1791.00| 1000.00000 1000.00| 1150.00000 1150.00 INLET, J13 | | | 0098 720-98174 7.000 EACH| 2133.00000 14931.00| 1500.00000 10500.00| 1580.00000 11060.00 INLET, B15 | | | 0099 723-07010 27.430 m | 6881.00000 188745.83| 7000.00000 192010.00| 8133.00000 223088.19 STRUCTURE, PRECAST THREE-SIDED, 9144 mm | | | X 3354 mm | | | 0100 728-98377 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 4800.00000 4800.00 MASONRY COATING | | | 0101 801-06207 23492.300 m | 1.97000 46279.83| 3.00000 70476.90| 2.15000 50508.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06211 2.000 EACH| 60.00000 120.00| 125.00000 250.00| 60.00000 120.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0103 801-06605 11.000 EACH| 150.00000 1650.00| 110.00000 1210.00| 150.00000 1650.00 BARRICADE, IIIA | | | 0104 801-06640 23.000 EACH| 80.00000 1840.00| 110.00000 2530.00| 80.00000 1840.00 CONSTRUCTION SIGN, A | | | 0105 801-06775 LUMP| 21458.45000 21458.45| 50000.00000 50000.00| 63000.00000 63000.00 MAINTAINING TRAFFIC | | | 0106 801-94295 5.000 EACH| 454.80000 2274.00| 350.00000 1750.00| 320.70000 1603.50 SIGNAL HEAD, RELOCATE | | | 0107 802-05701 109.800 m | 31.52000 3460.90| 45.00000 4941.00| 39.27000 4311.85 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-76020 19.320 m2 | 164.22000 3172.73| 200.00000 3864.00| 184.07000 3556.23 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0109 805-02328 1127.400 m | 0.85000 958.29| 1.00000 1127.40| 0.62000 698.99 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-06592 32.000 m | 32.34000 1034.88| 100.00000 3200.00| 91.14000 2916.48 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78415 2.000 EACH| 1379.64000 2759.28| 1100.00000 2200.00| 1048.82000 2097.64 SPAN, CATENARY, AND TETHER | | | 0112 805-78485 32.300 m | 2.71000 87.53| 9.00000 290.70| 8.33000 269.06 SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 99.200 m | 3.04000 301.57| 9.00000 892.80| 8.07000 800.54 SIGNAL CABLE, 7C 14GA. | | | 0114 805-78510 49.400 m | 2.38000 117.57| 4.00000 197.60| 3.51000 173.39 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78784 2.000 EACH| 171.77000 343.54| 375.00000 750.00| 356.50000 713.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0116 805-78785 2.000 EACH| 535.52000 1071.04| 900.00000 1800.00| 864.84000 1729.68 SIGNAL DETECTOR HOUSING | | | 0117 805-78795 420.700 m | 17.99000 7568.39| 22.00000 9255.40| 20.54000 8641.18 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0118 805-81032 1.000 EACH| 2375.57000 2375.57| 4000.00000 4000.00| 2389.49000 2389.49 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0119 808-03179 39.000 EACH| 120.00000 4680.00| 140.00000 5460.00| 120.00000 4680.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0120 808-06701 1155.300 m | 0.80000 924.24| 1.00000 1155.30| 0.80000 924.24 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06703 607.400 m | 0.80000 485.92| 1.00000 607.40| 0.80000 485.92 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0122 808-75067 105.500 m | 20.00000 2110.00| 20.60000 2173.30| 20.00000 2110.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75071 50.000 EACH| 90.00000 4500.00| 123.60000 6180.00| 90.00000 4500.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0124 808-75240 1052.800 m | 0.80000 842.24| 1.00000 1052.80| 0.80000 842.24 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0125 808-75245 4830.400 m | 0.80000 3864.32| 1.00000 4830.40| 0.80000 3864.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0126 808-75300 49.300 m | 5.00000 246.50| 1.50000 73.95| 5.00000 246.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 38-1894432 |(3) 35-0175870 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|BERNS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 808-75998 370.000 EACH| 21.25000 7862.50| 24.00000 8880.00| 21.25000 7862.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0128 202-03135 135.453 m2 | 28.50000 3860.41| 20.00000 2709.06| 16.00000 2167.25 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0129 207-06499 45862.000 m2 | 4.10000 188034.20| 2.50000 114655.00| 3.10000 142172.20 SUBGRADE TREATMENT | | | 0130 801-06710 180.000 DAY | 13.00000 2340.00| 15.00000 2700.00| 13.00000 2340.00 FLASHING ARROW SIGN | | | 0131 808-06716 1046.000 m | 0.80000 836.80| 2.00000 2092.00| 0.80000 836.80 LINE, REMOVE | | | SECTION TOTALS | $ 3,922,266.35| $ 3,948,579.15| $ 4,097,404.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,922,266.35| $ 3,948,579.15| $ 4,097,404.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06790 14.000 MOS | 1729.50000 24213.00| 1336.10000 18705.40| 2400.00000 33600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 68960.76000 68960.76| 51400.00000 51400.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 209300.00000 209300.00| 212000.00000 212000.00| 215000.00000 215000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 83700.00000 83700.00| 13807.80000 13807.80| 85000.00000 85000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 183.700 m2 | 7.20000 1322.64| 7.84000 1440.21| 8.18000 1502.67 PAVEMENT, REMOVE | | | 0006 202-02279 576.200 m | 10.32000 5946.38| 6.74000 3883.59| 15.66000 9023.29 CURB AND GUTTER, REMOVE | | | 0007 202-03000 LUMP| 5225.10000 5225.10| 10340.55000 10340.55| 8628.63000 8628.63 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0008 202-03000 LUMP| 5225.10000 5225.10| 12039.00000 12039.00| 8474.00000 8474.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0009 202-52710 137.300 m2 | 10.30000 1414.19| 8.43000 1157.44| 8.82000 1210.99 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 5121.300 m2 | 1.58000 8091.65| 1.99000 10191.39| 1.31000 6708.90 SURFACE MILLING, ASPHALT | | | 0011 202-91385 9.000 EACH| 221.89000 1997.01| 163.02000 1467.18| 190.68000 1716.12 INLET, REMOVE | | | 0012 202-93047 2.000 EACH| 307.92000 615.84| 413.97000 827.94| 732.15000 1464.30 MANHOLE, REMOVE | | | 0013 203-02000 17845.000 m3 | 12.25000 218601.25| 13.25000 236446.25| 12.78000 228059.10 EXCAVATION, COMMON | | | 0014 205-02224 2079.500 m | 5.39000 11208.51| 5.49000 11416.46| 5.24000 10896.58 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 65.600 m | 51.12000 3353.47| 19.54000 1281.82| 176.18000 11557.41 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02233 180.000 m3 | 41.04000 7387.20| 21.70000 3906.00| 24.24000 4363.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0017 205-02234 5.000 EACH| 58.35000 291.75| 59.40000 297.00| 56.70000 283.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02236 21.000 EACH| 58.35000 1225.35| 59.40000 1247.40| 56.70000 1190.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 55.000 EACH| 47.74000 2625.70| 48.60000 2673.00| 46.39000 2551.45 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 206-51220 665.000 m3 | 14.52000 9655.80| 42.30000 28129.50| 43.61000 29000.65 EXCAVATION, WET | | | 0022 211-02060 8577.100 m3 | 13.00000 111502.30| 15.85000 135947.04| 9.26000 79423.95 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 549.000 m3 | 88.00000 48312.00| 79.67000 43738.83| 212.94000 116904.06 FLOWABLE MORTAR | | | 0024 303-52308 389.200 Mg | 23.61000 9189.01| 14.58000 5674.54| 23.76000 9247.39 COMPACTED AGGREGATE, O, 53 | | | 0025 305-05206 4825.800 Mg | 35.01000 168951.26| 40.47000 195300.13| 40.67000 196265.29 WIDENING WITH HMA | | | 0026 401-05437 20222.500 Mg | 31.83000 643682.18| 32.40000 655209.00| 30.50000 616786.25 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 6772.700 Mg | 31.83000 215575.04| 32.40000 219435.48| 33.00000 223499.10 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 3462.600 Mg | 49.86000 172645.24| 50.76000 175761.58| 62.00000 214681.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 10662.800 Mg | 28.65000 305489.22| 29.16000 310927.25| 28.00000 298558.40 HMA BASE C25.0 mm, MAINLINE | | | 0030 406-05520 49.200 Mg | 190.97000 9395.72| 194.40000 9564.48| 220.00000 10824.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 6.000 EACH| 1156.42000 6938.52| 1177.20000 7063.20| 1123.68000 6742.08 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 6.000 EACH| 2249.18000 13495.08| 2289.60000 13737.60| 2185.51000 13113.06 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 26.670 m | 41.38000 1103.60| 42.12000 1123.34| 40.21000 1072.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 604-06069 90.600 m2 | 97.48000 8831.69| 55.15000 4996.59| 103.07000 9338.14 CURB RAMP, CONCRETE | | | 0035 604-91531 4368.900 m2 | 24.87000 108654.54| 23.20000 101358.48| 31.25000 136528.13 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06140 4231.400 m | 35.54000 150383.96| 36.84000 155884.78| 37.00000 156561.80 CURB AND GUTTER, CONCRETE | | | 0037 605-06215 153.300 m | 70.59000 10821.45| 75.29000 11541.96| 97.37000 14926.82 CENTER CURB, D, CONCRETE | | | 0038 610-05527 1519.300 Mg | 53.05000 80598.87| 54.00000 82042.20| 68.00000 103312.40 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 611-05330 814.800 m2 | 35.00000 28518.00| 37.71000 30726.11| 52.68000 42923.66 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 10.000 EACH| 115.64000 1156.40| 118.80000 1188.00| 113.40000 1134.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 5.000 EACH| 188.33000 941.65| 140.40000 702.00| 134.02000 670.10 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 8.000 EACH| 127.31000 1018.48| 129.60000 1036.80| 123.71000 989.68 RIGHT OF WAY MARKER | | | 0043 615-06505 10.000 EACH| 450.90000 4509.00| 459.00000 4590.00| 438.13000 4381.30 MONUMENT, B | | | 0044 615-06527 1.000 EACH| 716.13000 716.13| 729.00000 729.00| 695.86000 695.86 MONUMENT, SECTION CORNER | | | 0045 616-02320 962.000 m2 | 3.36000 3232.32| 2.66000 2558.92| 1.34000 1289.08 GEOTEXTILES | | | 0046 616-06405 638.000 Mg | 25.51000 16275.38| 17.25000 11005.50| 24.34000 15528.92 RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 424.37000 424.37| 432.00000 432.00| 412.36000 412.36 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 0.470 Mg | 917.71000 431.32| 934.20000 439.07| 891.72000 419.11 FERTILIZER | | | 0049 621-06548 3.860 kg | 55.96000 216.01| 56.97000 219.90| 54.38000 209.91 SEED MIXTURE, CV | | | 0050 621-06554 86.420 kg | 11.14000 962.72| 11.34000 980.00| 10.82000 935.06 SEED MIXTURE, U | | | 0051 621-06565 2.360 Mg | 700.22000 1652.52| 712.80000 1682.21| 680.39000 1605.72 MULCHING MATERIAL | | | 0052 621-06567 179.900 kL | 0.58000 104.34| 0.59000 106.14| 0.57000 102.54 WATER | | | 0053 621-06575 9992.200 m2 | 3.24000 32374.73| 3.29000 32874.34| 3.14000 31375.51 SODDING, NURSERY | | | 0054 702-93722 53.400 m3 | 432.56000 23098.70| 466.00000 24884.40| 480.40000 25653.36 CONCRETE, C | | | 0055 702-94656 61.600 m3 | 490.68000 30225.89| 424.00000 26118.40| 437.10000 26925.36 CONCRETE, B | | | 0056 703-06029 11971.000 kg | 1.53000 18315.63| 1.52000 18195.92| 1.57000 18794.47 REINFORCING BARS, EPOXY COATED | | | 0058 706-06372 6.000 EACH| 1909.55000 11457.30| 2000.00000 12000.00| 2061.80000 12370.80 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0059 706-51025 34.200 m | 373.23000 12764.47| 286.78000 9807.88| 295.64000 10110.89 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 709-51821 LUMP| 6600.00000 6600.00| 4540.00000 4540.00| 4680.29000 4680.29 SURFACE SEAL | | | 0061 714-03437 136.000 m2 | 600.03000 81604.08| 786.00000 106896.00| 810.29000 110199.44 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0062 714-99346 30.200 m | 468.15000 14138.13| 466.34000 14083.47| 558.91000 16879.08 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0063 715-05048 4356.100 m | 6.33000 27574.11| 8.80000 38333.68| 8.40000 36591.24 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05149 967.200 m | 75.97000 73478.18| 63.56000 61475.23| 82.55000 79842.36 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 769.400 m | 68.00000 52319.20| 69.72000 53642.57| 69.62000 53565.63 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 880.800 m | 91.56000 80646.05| 82.35000 72533.88| 76.79000 67636.63 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05153 329.700 m | 93.90000 30958.83| 90.46000 29824.66| 87.89000 28977.33 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0068 715-05154 335.400 m | 102.11000 34247.69| 101.56000 34063.22| 97.22000 32607.59 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05155 256.200 m | 111.70000 28617.54| 125.03000 32032.69| 99.54000 25502.15 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0070 715-05156 111.400 m | 120.92000 13470.49| 134.74000 15010.04| 127.15000 14164.51 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-05157 65.600 m | 139.79000 9170.22| 160.56000 10532.74| 158.27000 10382.51 PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0072 715-05165 6.000 m | 628.04000 3768.24| 832.05000 4992.30| 384.56000 2307.36 PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0073 715-05411 30.600 m | 370.40000 11334.24| 1006.04000 30784.82| 195.01000 5967.31 PIPE, SANITARY SEWER, 300 mm | | | 0074 715-05841 1.000 EACH| 1347.55000 1347.55| 935.94000 935.94| 1183.78000 1183.78 CONCRETE ANCHOR, 1500 mm | | | 0075 715-05908 8.400 m | 765.12000 6427.01| 423.21000 3554.96| 445.31000 3740.60 PIPE EXTENSION, CIRCULAR, 1500 mm | | | 0076 715-06357 1.000 EACH| 1413.85000 1413.85| 1611.17000 1611.17| 1237.89000 1237.89 CONCRETE ANCHOR, 1800 mm | | | 0077 715-46010 2.000 EACH| 324.44000 648.88| 245.81000 491.62| 178.89000 357.78 PIPE END SECTION, 450 mm | | | 0078 715-46015 1.000 EACH| 340.95000 340.95| 309.84000 309.84| 301.52000 301.52 PIPE END SECTION, 525 mm | | | 0079 715-46020 1.000 EACH| 373.98000 373.98| 439.95000 439.95| 301.52000 301.52 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-46025 1.000 EACH| 373.98000 373.98| 483.66000 483.66| 296.46000 296.46 PIPE END SECTION, 675 mm | | | 0081 715-46030 1.000 EACH| 511.59000 511.59| 673.68000 673.68| 311.80000 311.80 PIPE END SECTION, 750 mm | | | 0082 718-52610 646.200 m3 | 36.79000 23773.70| 34.56000 22332.67| 32.99000 21318.14 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 11773.000 m2 | 1.24000 14598.52| 1.78000 20955.94| 1.70000 20014.10 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-44000 6.000 EACH| 183.34000 1100.04| 511.68000 3070.08| 357.64000 2145.84 CASTING, ADJUST TO GRADE | | | 0085 720-45040 2.000 EACH| 1253.72000 2507.44| 1534.38000 3068.76| 1127.96000 2255.92 INLET, G7 | | | 0086 720-45045 45.000 EACH| 971.88000 43734.60| 933.41000 42003.45| 1012.23000 45550.35 INLET, J10 | | | 0087 720-45055 1.000 EACH| 971.88000 971.88| 983.29000 983.29| 1012.24000 1012.24 INLET, M10 | | | 0088 720-45075 1.000 EACH| 1015.92000 1015.92| 1036.01000 1036.01| 1052.11000 1052.11 INLET, R13 | | | 0089 720-45080 1.000 EACH| 1050.04000 1050.04| 1245.57000 1245.57| 1070.52000 1070.52 INLET, S14 | | | 0090 720-45235 11.000 EACH| 814.44000 8958.84| 1116.99000 12286.89| 907.35000 9980.85 CATCH BASIN, E7 | | | 0091 720-45410 47.000 EACH| 1396.86000 65652.42| 1438.32000 67601.04| 1259.74000 59207.78 MANHOLE, C4 | | | 0092 720-45415 13.000 EACH| 2010.08000 26131.04| 2344.32000 30476.16| 1805.05000 23465.65 MANHOLE, D4 | | | 0093 720-45605 1.250 m | 642.65000 803.31| 740.52000 925.65| 1185.65000 1482.06 MANHOLE, RECONSTRUCT STRUCTURE | | | 0094 720-90349 2.000 EACH| 1402.97000 2805.94| 1408.08000 2816.16| 1186.47000 2372.94 MANHOLE, C8 | | | 0095 720-90352 1.000 EACH| 3696.13000 3696.13| 4012.92000 4012.92| 3262.03000 3262.03 MANHOLE, D8 | | | 0096 720-90984 7.000 EACH| 1455.21000 10186.47| 1515.00000 10605.00| 1250.89000 8756.23 MANHOLE, C2 | | | 0097 720-96851 1.000 EACH| 979.58000 979.58| 933.41000 933.41| 1018.37000 1018.37 INLET, J13 | | | 0098 720-98174 7.000 EACH| 1436.47000 10055.29| 1456.74000 10197.18| 1341.45000 9390.15 INLET, B15 | | | 0099 723-07010 27.430 m | 8373.01000 229671.66| 6881.00000 188745.83| 7093.62000 194578.00 STRUCTURE, PRECAST THREE-SIDED, 9144 mm | | | X 3354 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 728-98377 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 6185.40000 6185.40 MASONRY COATING | | | 0101 801-06207 23492.300 m | 3.29000 77289.67| 2.32000 54502.14| 2.22000 52152.91 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06211 2.000 EACH| 159.14000 318.28| 64.80000 129.60| 61.86000 123.72 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0103 801-06605 11.000 EACH| 172.93000 1902.23| 162.00000 1782.00| 154.64000 1701.04 BARRICADE, IIIA | | | 0104 801-06640 23.000 EACH| 189.91000 4367.93| 86.40000 1987.20| 82.47000 1896.81 CONSTRUCTION SIGN, A | | | 0105 801-06775 LUMP| 99000.00000 99000.00| 22002.68000 22002.68| 39904.98000 39904.98 MAINTAINING TRAFFIC | | | 0106 801-94295 5.000 EACH| 482.51000 2412.55| 491.18000 2455.90| 468.85000 2344.25 SIGNAL HEAD, RELOCATE | | | 0107 802-05701 109.800 m | 33.44000 3671.71| 34.04000 3737.59| 32.49000 3567.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-76020 19.320 m2 | 174.23000 3366.12| 177.36000 3426.60| 169.29000 3270.68 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0109 805-02328 1127.400 m | 0.90000 1014.66| 0.92000 1037.21| 0.88000 992.11 SIGNAL CABLE, 1C 14GA. | | | 0110 805-06592 32.000 m | 34.31000 1097.92| 34.93000 1117.76| 33.34000 1066.88 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78415 2.000 EACH| 1463.71000 2927.42| 1490.01000 2980.02| 1422.27000 2844.54 SPAN, CATENARY, AND TETHER | | | 0112 805-78485 32.300 m | 2.88000 93.02| 2.93000 94.64| 2.79000 90.12 SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 99.200 m | 3.23000 320.42| 3.28000 325.38| 3.13000 310.50 SIGNAL CABLE, 7C 14GA. | | | 0114 805-78510 49.400 m | 2.53000 124.98| 2.57000 126.96| 2.45000 121.03 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78784 2.000 EACH| 182.24000 364.48| 185.51000 371.02| 177.08000 354.16 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0116 805-78785 2.000 EACH| 568.15000 1136.30| 578.36000 1156.72| 552.07000 1104.14 SIGNAL DETECTOR HOUSING | | | 0117 805-78795 420.700 m | 19.09000 8031.16| 19.43000 8174.20| 18.55000 7803.99 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0118 805-81032 1.000 EACH| 2520.32000 2520.32| 2565.62000 2565.62| 2448.98000 2448.98 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1609544 |(6) 35-1917625 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 808-03179 39.000 EACH| 159.14000 6206.46| 129.60000 5054.40| 123.71000 4824.69 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0120 808-06701 1155.300 m | 0.94000 1085.98| 0.86000 993.56| 0.82000 947.35 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06703 607.400 m | 0.94000 570.96| 0.86000 522.36| 0.82000 498.07 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0122 808-75067 105.500 m | 28.65000 3022.58| 21.60000 2278.80| 20.62000 2175.41 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75071 50.000 EACH| 148.53000 7426.50| 97.20000 4860.00| 92.78000 4639.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0124 808-75240 1052.800 m | 0.94000 989.63| 0.86000 905.41| 0.82000 863.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0125 808-75245 4830.400 m | 0.94000 4540.58| 0.86000 4154.14| 0.82000 3960.93 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0126 808-75300 49.300 m | 5.30000 261.29| 5.40000 266.22| 5.15000 253.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0127 808-75998 370.000 EACH| 24.40000 9028.00| 22.95000 8491.50| 21.91000 8106.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0128 202-03135 135.453 m2 | 19.63000 2658.94| 27.00000 3657.23| 14.76000 1999.29 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0129 207-06499 45862.000 m2 | 2.00000 91724.00| 4.75000 217844.50| 2.89000 132541.18 SUBGRADE TREATMENT | | | 0130 801-06710 180.000 DAY | 11.72000 2109.60| 14.04000 2527.20| 13.40000 2412.00 FLASHING ARROW SIGN | | | 0131 808-06716 1046.000 m | 2.31000 2416.26| 0.86000 899.56| 0.82000 857.72 LINE, REMOVE | | | SECTION TOTALS | $ 4,198,383.30| $ 4,239,211.25| $ 4,311,874.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,198,383.30| $ 4,239,211.25| $ 4,311,874.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06790 14.000 MOS | 1900.00000 26600.00| 1300.00000 18200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 48000.00000 48000.00| 60000.00000 60000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 220000.00000 220000.00| 239000.00000 239000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| 90000.00000 90000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 183.700 m2 | 13.00000 2388.10| 10.00000 1837.00| PAVEMENT, REMOVE | | | 0006 202-02279 576.200 m | 15.00000 8643.00| 13.00000 7490.60| CURB AND GUTTER, REMOVE | | | 0007 202-03000 LUMP| 6800.00000 6800.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0008 202-03000 LUMP| 6800.00000 6800.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0009 202-52710 137.300 m2 | 8.40000 1153.32| 15.00000 2059.50| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 5121.300 m2 | 1.80000 9218.34| 3.00000 15363.90| SURFACE MILLING, ASPHALT | | | 0011 202-91385 9.000 EACH| 400.00000 3600.00| 250.00000 2250.00| INLET, REMOVE | | | 0012 202-93047 2.000 EACH| 700.00000 1400.00| 400.00000 800.00| MANHOLE, REMOVE | | | 0013 203-02000 17845.000 m3 | 17.00000 303365.00| 15.00000 267675.00| EXCAVATION, COMMON | | | 0014 205-02224 2079.500 m | 5.30000 11021.35| 5.25000 10917.38| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 65.600 m | 46.00000 3017.60| 70.00000 4592.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02233 180.000 m3 | 7.40000 1332.00| 30.00000 5400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0017 205-02234 5.000 EACH| 58.00000 290.00| 60.00000 300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02236 21.000 EACH| 58.00000 1218.00| 60.00000 1260.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 55.000 EACH| 47.00000 2585.00| 50.00000 2750.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 206-51220 665.000 m3 | 26.00000 17290.00| 270.00000 179550.00| EXCAVATION, WET | | | 0022 211-02060 8577.100 m3 | 15.00000 128656.50| 23.00000 197273.30| B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 549.000 m3 | 67.00000 36783.00| 150.00000 82350.00| FLOWABLE MORTAR | | | 0024 303-52308 389.200 Mg | 25.00000 9730.00| 23.00000 8951.60| COMPACTED AGGREGATE, O, 53 | | | 0025 305-05206 4825.800 Mg | 42.00000 202683.60| 45.00000 217161.00| WIDENING WITH HMA | | | 0026 401-05437 20222.500 Mg | 34.00000 687565.00| 31.00000 626897.50| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 6772.700 Mg | 35.00000 237044.50| 31.00000 209953.70| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 3462.600 Mg | 42.00000 145429.20| 48.00000 166204.80| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05470 10662.800 Mg | 29.00000 309221.20| 28.00000 298558.40| HMA BASE C25.0 mm, MAINLINE | | | 0030 406-05520 49.200 Mg | 190.00000 9348.00| 200.00000 9840.00| ASPHALT FOR TACK COAT | | | 0031 601-01522 6.000 EACH| 1100.00000 6600.00| 1150.00000 6900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 6.000 EACH| 2200.00000 13200.00| 2200.00000 13200.00| GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 26.670 m | 41.00000 1093.47| 40.00000 1066.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 604-06069 90.600 m2 | 69.00000 6251.40| 50.00000 4530.00| CURB RAMP, CONCRETE | | | 0035 604-91531 4368.900 m2 | 25.00000 109222.50| 31.00000 135435.90| SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06140 4231.400 m | 34.00000 143867.60| 34.00000 143867.60| CURB AND GUTTER, CONCRETE | | | 0037 605-06215 153.300 m | 93.00000 14256.90| 60.00000 9198.00| CENTER CURB, D, CONCRETE | | | 0038 610-05527 1519.300 Mg | 54.00000 82042.20| 51.00000 77484.30| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 611-05330 814.800 m2 | 35.00000 28518.00| 43.00000 35036.40| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 10.000 EACH| 120.00000 1200.00| 125.00000 1250.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 5.000 EACH| 140.00000 700.00| 150.00000 750.00| MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 8.000 EACH| 130.00000 1040.00| 135.00000 1080.00| RIGHT OF WAY MARKER | | | 0043 615-06505 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| MONUMENT, B | | | 0044 615-06527 1.000 EACH| 710.00000 710.00| 700.00000 700.00| MONUMENT, SECTION CORNER | | | 0045 616-02320 962.000 m2 | 2.40000 2308.80| 3.00000 2886.00| GEOTEXTILES | | | 0046 616-06405 638.000 Mg | 23.00000 14674.00| 21.00000 13398.00| RIPRAP, REVETMENT | | | 0047 621-01004 1.000 EACH| 420.00000 420.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 0.470 Mg | 910.00000 427.70| 900.00000 423.00| FERTILIZER | | | 0049 621-06548 3.860 kg | 55.00000 212.30| 55.00000 212.30| SEED MIXTURE, CV | | | 0050 621-06554 86.420 kg | 11.00000 950.62| 11.00000 950.62| SEED MIXTURE, U | | | 0051 621-06565 2.360 Mg | 690.00000 1628.40| 700.00000 1652.00| MULCHING MATERIAL | | | 0052 621-06567 179.900 kL | 0.58000 104.34| 0.60000 107.94| WATER | | | 0053 621-06575 9992.200 m2 | 3.20000 31975.04| 3.25000 32474.65| SODDING, NURSERY | | | 0054 702-93722 53.400 m3 | 380.00000 20292.00| 300.00000 16020.00| CONCRETE, C | | | 0055 702-94656 61.600 m3 | 560.00000 34496.00| 500.00000 30800.00| CONCRETE, B | | | 0056 703-06029 11971.000 kg | 1.40000 16759.40| 1.60000 19153.60| REINFORCING BARS, EPOXY COATED | | | 0058 706-06372 6.000 EACH| 3200.00000 19200.00| 2200.00000 13200.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0059 706-51025 34.200 m | 530.00000 18126.00| 310.00000 10602.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 709-51821 LUMP| 2100.00000 2100.00| 2000.00000 2000.00| SURFACE SEAL | | | 0061 714-03437 136.000 m2 | 370.00000 50320.00| 600.00000 81600.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0062 714-99346 30.200 m | 530.00000 16006.00| 725.00000 21895.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0063 715-05048 4356.100 m | 10.00000 43561.00| 8.50000 37026.85| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05149 967.200 m | 60.00000 58032.00| 90.00000 87048.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 769.400 m | 75.00000 57705.00| 75.00000 57705.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 880.800 m | 83.00000 73106.40| 100.00000 88080.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05153 329.700 m | 99.00000 32640.30| 100.00000 32970.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0068 715-05154 335.400 m | 110.00000 36894.00| 120.00000 40248.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05155 256.200 m | 130.00000 33306.00| 120.00000 30744.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0070 715-05156 111.400 m | 140.00000 15596.00| 170.00000 18938.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-05157 65.600 m | 160.00000 10496.00| 200.00000 13120.00| PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0072 715-05165 6.000 m | 780.00000 4680.00| 700.00000 4200.00| PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0073 715-05411 30.600 m | 130.00000 3978.00| 110.00000 3366.00| PIPE, SANITARY SEWER, 300 mm | | | 0074 715-05841 1.000 EACH| 2400.00000 2400.00| 1700.00000 1700.00| CONCRETE ANCHOR, 1500 mm | | | 0075 715-05908 8.400 m | 660.00000 5544.00| 425.00000 3570.00| PIPE EXTENSION, CIRCULAR, 1500 mm | | | 0076 715-06357 1.000 EACH| 3700.00000 3700.00| 2000.00000 2000.00| CONCRETE ANCHOR, 1800 mm | | | 0077 715-46010 2.000 EACH| 440.00000 880.00| 300.00000 600.00| PIPE END SECTION, 450 mm | | | 0078 715-46015 1.000 EACH| 470.00000 470.00| 325.00000 325.00| PIPE END SECTION, 525 mm | | | 0079 715-46020 1.000 EACH| 580.00000 580.00| 350.00000 350.00| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-46025 1.000 EACH| 600.00000 600.00| 350.00000 350.00| PIPE END SECTION, 675 mm | | | 0081 715-46030 1.000 EACH| 760.00000 760.00| 450.00000 450.00| PIPE END SECTION, 750 mm | | | 0082 718-52610 646.200 m3 | 30.00000 19386.00| 65.00000 42003.00| AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 11773.000 m2 | 1.10000 12950.30| 1.25000 14716.25| GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-44000 6.000 EACH| 690.00000 4140.00| 250.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0085 720-45040 2.000 EACH| 1900.00000 3800.00| 2000.00000 4000.00| INLET, G7 | | | 0086 720-45045 45.000 EACH| 1000.00000 45000.00| 1500.00000 67500.00| INLET, J10 | | | 0087 720-45055 1.000 EACH| 1700.00000 1700.00| 1600.00000 1600.00| INLET, M10 | | | 0088 720-45075 1.000 EACH| 1800.00000 1800.00| 1600.00000 1600.00| INLET, R13 | | | 0089 720-45080 1.000 EACH| 2000.00000 2000.00| 1650.00000 1650.00| INLET, S14 | | | 0090 720-45235 11.000 EACH| 1100.00000 12100.00| 1900.00000 20900.00| CATCH BASIN, E7 | | | 0091 720-45410 47.000 EACH| 1400.00000 65800.00| 1850.00000 86950.00| MANHOLE, C4 | | | 0092 720-45415 13.000 EACH| 2600.00000 33800.00| 2500.00000 32500.00| MANHOLE, D4 | | | 0093 720-45605 1.250 m | 1100.00000 1375.00| 2500.00000 3125.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0094 720-90349 2.000 EACH| 2100.00000 4200.00| 2000.00000 4000.00| MANHOLE, C8 | | | 0095 720-90352 1.000 EACH| 4500.00000 4500.00| 2600.00000 2600.00| MANHOLE, D8 | | | 0096 720-90984 7.000 EACH| 1400.00000 9800.00| 600.00000 4200.00| MANHOLE, C2 | | | 0097 720-96851 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| INLET, J13 | | | 0098 720-98174 7.000 EACH| 1100.00000 7700.00| 1500.00000 10500.00| INLET, B15 | | | 0099 723-07010 27.430 m | 9800.00000 268814.00| 7500.00000 205725.00| STRUCTURE, PRECAST THREE-SIDED, 9144 mm | | | X 3354 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 728-98377 LUMP| 5200.00000 5200.00| 5000.00000 5000.00| MASONRY COATING | | | 0101 801-06207 23492.300 m | 2.30000 54032.29| 2.25000 52857.68| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06211 2.000 EACH| 63.00000 126.00| 65.00000 130.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0103 801-06605 11.000 EACH| 160.00000 1760.00| 175.00000 1925.00| BARRICADE, IIIA | | | 0104 801-06640 23.000 EACH| 84.00000 1932.00| 100.00000 2300.00| CONSTRUCTION SIGN, A | | | 0105 801-06775 LUMP| 48000.00000 48000.00| 97000.00000 97000.00| MAINTAINING TRAFFIC | | | 0106 801-94295 5.000 EACH| 960.00000 4800.00| 475.00000 2375.00| SIGNAL HEAD, RELOCATE | | | 0107 802-05701 109.800 m | 34.00000 3733.20| 33.00000 3623.40| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-76020 19.320 m2 | 170.00000 3284.40| 170.00000 3284.40| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0109 805-02328 1127.400 m | 0.89000 1003.39| 0.90000 1014.66| SIGNAL CABLE, 1C 14GA. | | | 0110 805-06592 32.000 m | 34.00000 1088.00| 34.00000 1088.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0111 805-78415 2.000 EACH| 1500.00000 3000.00| 1450.00000 2900.00| SPAN, CATENARY, AND TETHER | | | 0112 805-78485 32.300 m | 2.80000 90.44| 2.90000 93.67| SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 99.200 m | 3.20000 317.44| 3.15000 312.48| SIGNAL CABLE, 7C 14GA. | | | 0114 805-78510 49.400 m | 2.50000 123.50| 2.50000 123.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78784 2.000 EACH| 180.00000 360.00| 180.00000 360.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0116 805-78785 2.000 EACH| 570.00000 1140.00| 575.00000 1150.00| SIGNAL DETECTOR HOUSING | | | 0117 805-78795 420.700 m | 19.00000 7993.30| 19.00000 7993.30| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0118 805-81032 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 150 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,327,747.50 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25544-A COUNTIES : JOHNSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1618530 | |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 808-03179 39.000 EACH| 130.00000 5070.00| 125.00000 4875.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0120 808-06701 1155.300 m | 0.84000 970.45| 0.85000 982.01| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0121 808-06703 607.400 m | 0.84000 510.22| 0.85000 516.29| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0122 808-75067 105.500 m | 21.00000 2215.50| 22.00000 2321.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75071 50.000 EACH| 95.00000 4750.00| 100.00000 5000.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0124 808-75240 1052.800 m | 0.84000 884.35| 0.85000 894.88| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0125 808-75245 4830.400 m | 0.84000 4057.54| 0.85000 4105.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0126 808-75300 49.300 m | 5.30000 261.29| 5.50000 271.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0127 808-75998 370.000 EACH| 22.00000 8140.00| 25.00000 9250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0128 202-03135 135.453 m2 | 32.00000 4334.50| 40.00000 5418.12| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0129 207-06499 45862.000 m2 | 3.40000 155930.80| 4.50000 206379.00| SUBGRADE TREATMENT | | | 0130 801-06710 180.000 DAY | 14.00000 2520.00| 24.00000 4320.00| FLASHING ARROW SIGN | | | 0131 808-06716 1046.000 m | 0.84000 878.64| 0.85000 889.10| LINE, REMOVE | | | SECTION TOTALS | $ 4,380,586.63| $ 4,790,073.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,380,586.63| $ 4,790,073.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 994,360.47 ROUTE : CALL ORDER : 160 CONTRACT ID : R -25633-B COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9984055 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 991,244.51 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-01925 8.000 MOS | 1370.25000 10962.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23100.00000 23100.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47370.00000 47370.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 85435.65000 85435.65| | CLEARING RIGHT OF WAY | | | 0005 202-02240 32.800 m2 | 35.68000 1170.30| | PAVEMENT, REMOVE | | | 0006 202-02250 15.000 EACH| 479.13000 7186.95| | TREE, 250 mm, REMOVE | | | 0007 202-02255 5.000 EACH| 731.48000 3657.40| | TREE, 460 mm, REMOVE | | | 0008 202-02278 19.300 m | 28.79000 555.65| | CURB, CONCRETE, REMOVE | | | 0009 202-52710 119.100 m2 | 18.66000 2222.41| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 262.000 m2 | 7.30000 1912.60| | SURFACE MILLING, ASPHALT | | | 0011 202-91840 12.000 m | 65.69000 788.28| | FENCE, CHAIN LINK, REMOVE | | | 0012 203-02000 96.500 m3 | 49.02000 4730.43| | EXCAVATION, COMMON | | | 0013 203-02080 8.400 km | 10691.80000 89811.12| | LINEAR GRADING | | | 0014 205-06933 8.000 EACH| 60.50000 484.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2980.000 m | 5.41000 16121.80| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 994,360.47 ROUTE : CALL ORDER : 160 CONTRACT ID : R -25633-B COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-02051 237.600 Mg | 40.43000 9606.17| | STONE, 2 | | | 0017 303-52308 6423.700 Mg | 19.10000 122692.67| | COMPACTED AGGREGATE, O, 53 | | | 0018 402-05473 2870.500 Mg | 43.27000 124206.54| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0019 402-05477 1446.900 Mg | 49.68000 71881.99| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 406-05521 24075.900 m2 | 0.08000 1926.07| | ASPHALT FOR TACK COAT | | | 0021 501-05140 140.000 m2 | 73.99000 10358.60| | CEMENT CONCRETE PAVEMENT, PLAIN, 150 mm | | | 0022 603-91714 560.200 m | 67.93000 38054.39| | FENCE, RAIL, WOOD | | | 0023 604-06069 57.800 m2 | 69.92000 4041.38| | CURB RAMP, CONCRETE | | | 0024 604-06070 31.400 m2 | 38.96000 1223.34| | SIDEWALK, CONCRETE | | | 0025 604-90256 365.000 m2 | 68.06000 24841.90| | SIDEWALK, CONCRETE, 150 mm | | | 0026 605-06140 16.000 m | 123.05000 1968.80| | CURB AND GUTTER, CONCRETE | | | 0027 615-97797 8.000 EACH| 536.25000 4290.00| | PLAQUE, BRONZE | | | 0028 621-01004 2.000 EACH| 610.50000 1221.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 7.800 Mg | 369.60000 2882.88| | FERTILIZER | | | 0030 621-06557 76.000 kg | 15.40000 1170.40| | SEED MIXTURE, T | | | 0031 621-06560 83580.000 m2 | 0.50000 41790.00| | MULCHED SEEDING, U | | | 0032 621-06565 3.800 Mg | 403.70000 1534.06| | MULCHING MATERIAL | | | 0033 702-51110 904.000 kg | 2.80000 2531.20| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 709-51821 LUMP| 2970.00000 2970.00| | SURFACE SEAL | | | 0035 715-05048 40.000 m | 30.83000 1233.20| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 994,360.47 ROUTE : CALL ORDER : 160 CONTRACT ID : R -25633-B COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05118 17.200 m | 118.15000 2032.18| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0037 715-05149 15.100 m | 198.16000 2992.22| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0038 715-44240 25.900 m3 | 395.27000 10237.49| | CONCRETE, A, STRUCTURES | | | 0039 718-52610 9.000 m3 | 59.41000 534.69| | AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 80.000 m2 | 3.95000 316.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-02412 3.700 m2 | 143.31000 530.25| | INLET APRON | | | 0042 720-44015 1.000 EACH| 528.73000 528.73| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0043 720-44020 1.000 EACH| 453.13000 453.13| | CASTING, 3, FURNISH AND ADJUST TO GRADE | | | 0044 720-45045 1.000 EACH| 1896.46000 1896.46| | INLET, J10 | | | 0045 720-45260 1.000 EACH| 703.61000 703.61| | PIPE CATCH BASIN, 300 mm | | | 0046 720-92605 4.000 EACH| 3051.72000 12206.88| | MANHOLE, K2, MODIFIED | | | 0047 801-06775 LUMP| 31342.00000 31342.00| | MAINTAINING TRAFFIC | | | 0048 802-76020 25.500 m2 | 225.50000 5750.25| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0049 802-76055 231.000 m | 20.08000 4638.48| | SIGN POST, A | | | 0050 802-99058 39.000 EACH| 1735.46000 67682.94| | SHEET SIGN, INSTALL | | | 0051 808-03439 210.000 m | 11.55000 2425.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0052 808-06703 665.000 m | 1.19000 791.35| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0053 808-06716 9.000 m | 5.50000 49.50| | LINE, REMOVE | | | 0054 808-75297 4.300 m | 11.55000 49.67| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 994,360.47 ROUTE : CALL ORDER : 160 CONTRACT ID : R -25633-B COUNTIES : VIGO LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 203-02070 3500.000 m3 | 22.90000 80150.00| | BORROW | | | SECTION TOTALS | $ 991,244.51| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 991,244.51| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 170 CONTRACT ID : R -25736-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 366,000.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 410,396.17 112.1301% 3 35-2022494 PACE CONTRACTING, LLC $ 430,328.75 117.5761% 4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 439,114.55 119.9766% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 491,897.78 134.3983% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,686.51 ROUTE : SR 236 CALL ORDER : 190 CONTRACT ID : R -25759-A COUNTIES : HENRY LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5433001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 614,628.70 100.0000% 2 35-1139301 E & B PAVING, INC. $ 624,953.30 101.6798% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 13500.00000 13500.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 28000.00000 28000.00| 31250.00000 31250.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 3000.00000 3000.00| 3125.00000 3125.00| CLEARING RIGHT OF WAY | | | 0004 202-02240 153.300 m2 | 9.00000 1379.70| 8.00000 1226.40| PAVEMENT, REMOVE | | | 0005 202-02241 44.800 m | 25.50000 1142.40| 25.00000 1120.00| GUARDRAIL, REMOVE | | | 0006 202-52710 17.000 m2 | 15.00000 255.00| 8.00000 136.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-74045 8.000 EACH| 54.00000 432.00| 50.00000 400.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-78515 LUMP| 3000.00000 3000.00| 100.00000 100.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-96133 67.100 m | 45.00000 3019.50| 48.00000 3220.80| PIPE, REMOVE | | | 0010 203-02000 6291.000 m3 | 14.75000 92792.25| 14.50000 91219.50| EXCAVATION, COMMON | | | 0011 205-02224 1402.000 m | 6.25000 8762.50| 5.20000 7290.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02234 2.000 EACH| 95.00000 190.00| 60.00000 120.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 6.000 EACH| 80.00000 480.00| 60.00000 360.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,686.51 ROUTE : SR 236 CALL ORDER : 190 CONTRACT ID : R -25759-A COUNTIES : HENRY LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 183.400 m3 | 26.00000 4768.40| 45.00000 8253.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 4699.000 Mg | 17.50000 82232.50| 14.50000 68135.50| COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 2983.200 Mg | 32.75000 97699.80| 30.50000 90987.60| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 1822.200 Mg | 36.00000 65599.20| 37.00000 67421.40| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 1430.200 Mg | 41.00000 58638.20| 45.00000 64359.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 375.200 Mg | 37.00000 13882.40| 37.00000 13882.40| HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 925.000 m2 | 3.00000 2775.00| 3.00000 2775.00| SEAL COAT, 2 | | | 0021 405-05517 1.410 Mg | 550.00000 775.50| 500.00000 705.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 8.130 Mg | 180.00000 1463.40| 205.00000 1666.65| ASPHALT FOR TACK COAT | | | 0023 604-06069 25.100 m2 | 60.00000 1506.00| 65.00000 1631.50| CURB RAMP, CONCRETE | | | 0024 604-91531 59.700 m2 | 33.00000 1970.10| 65.00000 3880.50| SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06120 29.800 m | 64.00000 1907.20| 75.00000 2235.00| CURB, CONCRETE | | | 0026 611-05330 437.700 m2 | 40.50000 17726.85| 43.00000 18821.10| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-06497 4.000 EACH| 120.00000 480.00| 115.00000 460.00| MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 3.000 EACH| 135.00000 405.00| 130.00000 390.00| MAILBOX ASSEMBLY, DOUBLE | | | 0029 615-06490 30.000 EACH| 125.00000 3750.00| 115.00000 3450.00| RIGHT OF WAY MARKER | | | 0030 621-01004 2.000 EACH| 700.00000 1400.00| 545.00000 1090.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.620 Mg | 720.00000 446.40| 908.00000 562.96| FERTILIZER | | | 0032 621-06553 129.900 kg | 9.00000 1169.10| 9.56000 1241.84| SEED MIXTURE, R | | | 0033 621-06565 3.100 Mg | 525.00000 1627.50| 693.00000 2148.30| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,686.51 ROUTE : SR 236 CALL ORDER : 190 CONTRACT ID : R -25759-A COUNTIES : HENRY LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06574 460.000 m2 | 5.00000 2300.00| 6.85000 3151.00| SODDING | | | 0035 715-05119 26.200 m | 80.00000 2096.00| 170.00000 4454.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 15.600 m | 100.00000 1560.00| 151.00000 2355.60| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05149 2.000 m | 550.00000 1100.00| 188.00000 376.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0038 715-05151 81.900 m | 62.00000 5077.80| 96.00000 7862.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05152 125.700 m | 75.00000 9427.50| 92.00000 11564.40| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0040 715-46005 2.000 EACH| 235.00000 470.00| 367.00000 734.00| PIPE END SECTION, 375 mm | | | 0041 715-46010 3.000 EACH| 250.00000 750.00| 294.00000 882.00| PIPE END SECTION, 450 mm | | | 0042 720-45070 6.000 EACH| 1975.00000 11850.00| 1750.00000 10500.00| INLET, P12A | | | 0043 720-45510 4.000 EACH| 2370.00000 9480.00| 1600.00000 6400.00| MANHOLE, C4, MODIFIED | | | 0044 801-04308 4.000 EACH| 210.00000 840.00| 140.00000 560.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 12.000 EACH| 85.00000 1020.00| 85.00000 1020.00| BARRICADE, IIIA | | | 0046 801-06625 62.000 EACH| 95.00000 5890.00| 75.00000 4650.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 16.000 EACH| 80.00000 1280.00| 55.00000 880.00| CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP| 9370.00000 9370.00| 31250.00000 31250.00| MAINTAINING TRAFFIC | | | 0049 802-05701 24.800 m | 48.00000 1190.40| 60.00000 1488.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76025 1.882 m2 | 400.00000 752.80| 335.00000 630.47| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 802-76035 0.557 m2 | 335.00000 186.60| 345.00000 192.17| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0052 802-76045 0.330 m2 | 490.00000 161.70| 355.00000 117.15| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,686.51 ROUTE : SR 236 CALL ORDER : 190 CONTRACT ID : R -25759-A COUNTIES : HENRY LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-99058 9.000 EACH| 90.00000 810.00| 100.00000 900.00| SHEET SIGN, INSTALL | | | 0054 805-92503 9.000 EACH| 100.00000 900.00| 55.00000 495.00| SIGN MOUNTING BRACKET ASSEMBLY | | | 0055 808-06703 60.000 m | 1.10000 66.00| 1.25000 75.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0056 808-06706 39.000 m | 11.00000 429.00| 1.50000 58.50| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0057 808-06713 2521.000 m | 0.25000 630.25| 0.50000 1260.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-75240 84.000 m | 1.15000 96.60| 0.70000 58.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0059 808-75245 3846.000 m | 1.15000 4422.90| 0.70000 2692.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 202-60820 528.100 m2 | 7.50000 3960.75| 7.90000 4171.99| SURFACE MILLING, ASPHALT | | | 0061 720-44000 5.000 EACH| 325.00000 1625.00| 400.00000 2000.00| CASTING, ADJUST TO GRADE | | | 0062 621-06570 70.700 m3 | 85.00000 6009.50| 43.00000 3040.10| TOP SOIL | | | 0063 105-01925 7.000 MOS | 2100.00000 14700.00| 1781.31000 12469.17| FIELD OFFICE, 51.1 m2 | | | SECTION TOTALS | $ 614,628.70| $ 624,953.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,628.70| $ 624,953.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 281,523.55 ROUTE : CALL ORDER : 210 CONTRACT ID : R -25764-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : H253002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 180,884.90 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 201,417.09 111.3509% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 2.000 MOS | 1500.00000 3000.00| 1500.00000 3000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 400.00000 400.00| 1800.00000 1800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 485.000 m2 | 4.00000 1940.00| 5.15000 2497.75| SURFACE MILLING, ASPHALT | | | 0006 202-74045 26.000 EACH| 50.00000 1300.00| 15.75000 409.50| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02080 0.500 km | 1500.00000 750.00| 2650.00000 1325.00| LINEAR GRADING | | | 0008 303-04075 112.000 Mg | 20.00000 2240.00| 35.75000 4004.00| COMPACTED AGGREGATE, O, 73 | | | 0009 305-05204 387.000 Mg | 40.00000 15480.00| 45.00000 17415.00| HMA FOR PATCHING | | | 0010 305-05206 429.000 Mg | 40.00000 17160.00| 62.00000 26598.00| WIDENING WITH HMA | | | 0011 402-05474 1435.000 Mg | 32.00000 45920.00| 28.15000 40395.25| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 1104.000 Mg | 37.00000 40848.00| 32.90000 36321.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 455.000 Mg | 32.00000 14560.00| 33.00000 15015.00| HMA WEDGE AND LEVEL | | | 0014 406-05520 11.000 Mg | 275.00000 3025.00| 400.00000 4400.00| ASPHALT FOR TACK COAT | | | 0015 607-96360 405.000 m2 | 2.50000 1012.50| 6.20000 2511.00| PAVE PREP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 281,523.55 ROUTE : CALL ORDER : 210 CONTRACT ID : R -25764-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 55.000 Mg | 50.00000 2750.00| 88.00000 4840.00| HMA FOR APPROACHES | | | 0017 621-01004 1.000 EACH| 425.00000 425.00| 892.50000 892.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06560 889.000 m2 | 1.22000 1084.58| 1.26000 1120.14| MULCHED SEEDING, U | | | 0019 621-06570 33.000 m3 | 45.00000 1485.00| 78.00000 2574.00| TOP SOIL | | | 0020 801-06203 400.000 m | 1.35000 540.00| 3.90000 1560.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0021 801-06640 8.000 EACH| 50.00000 400.00| 52.50000 420.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 5900.00000 5900.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0023 802-05704 54.580 m | 22.24000 1213.86| 26.36000 1438.73| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0024 802-76025 7.540 m2 | 137.12000 1033.88| 149.10000 1124.21| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0025 802-76035 2.710 m2 | 149.41000 404.90| 156.98000 425.42| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0026 802-76045 0.420 m2 | 158.19000 66.44| 160.64000 67.47| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0027 808-06703 4089.000 m | 0.82000 3352.98| 0.86000 3516.54| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0028 808-75245 4018.000 m | 0.82000 3294.76| 0.86000 3455.48| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0029 808-75297 34.000 m | 15.00000 510.00| 15.75000 535.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0030 202-96151 LUMP| 150.00000 150.00| 975.00000 975.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0031 801-06207 200.000 m | 3.19000 638.00| 3.90000 780.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 180,884.90| $ 201,417.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,884.90| $ 201,417.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,209,969.84 ROUTE : 65 CALL ORDER : 260 CONTRACT ID : R -25784-A COUNTIES : LAKE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0658142 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 29,899,000.00 100.0000% 2 99-9992907 RIETH RILEY/SUPERIOR J/V $ 32,587,800.00 108.9929% ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9992907 | |WALSH CONSTR CO. OF ILL |RIETH RILEY/SUPERIOR J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION, BRIDGE REPLACEMENT, LIGHTING, SIGNING, AND TRAFFIC SIGNALS | | | 0001 104-05404 LUMP|29899000.00000 29899000.00|32587800.00000 32587800.00| DESIGN/BUILD | | | SECTION TOTALS | $ 29,899,000.00| $ 32,587,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,899,000.00| $ 32,587,800.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 464,673.65 ROUTE : CALL ORDER : 270 CONTRACT ID : R -25816-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47010 IN47006 IN47010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 305,187.49 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 382,931.95 125.4743% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 700.00000 700.00| 1800.00000 1800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15200.00000 15200.00| 13750.00000 13750.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 800.00000 800.00| 8500.00000 8500.00| CLEARING RIGHT OF WAY | | | 0006 202-60820 455.000 m2 | 7.00000 3185.00| 13.75000 6256.25| SURFACE MILLING, ASPHALT | | | 0007 202-74045 46.000 EACH| 45.00000 2070.00| 15.75000 724.50| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 203-02080 9.040 km | 100.00000 904.00| 890.00000 8045.60| LINEAR GRADING | | | 0009 303-04075 1000.000 Mg | 16.00000 16000.00| 30.65000 30650.00| COMPACTED AGGREGATE, O, 73 | | | 0010 305-05204 210.000 Mg | 30.00000 6300.00| 55.00000 11550.00| HMA FOR PATCHING | | | 0011 402-05468 130.000 Mg | 28.00000 3640.00| 40.65000 5284.50| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05473 3350.000 Mg | 28.00000 93800.00| 31.40000 105190.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0013 402-05477 2885.000 Mg | 33.50000 96647.50| 33.95000 97945.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 600.000 Mg | 28.00000 16800.00| 31.40000 18840.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 17.760 Mg | 275.00000 4884.00| 325.00000 5772.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 464,673.65 ROUTE : CALL ORDER : 270 CONTRACT ID : R -25816-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 83.600 Mg | 40.00000 3344.00| 147.65000 12343.54| HMA FOR APPROACHES | | | 0017 611-95023 17.000 EACH| 50.00000 850.00| 75.00000 1275.00| MAILBOX ASSEMBLY, RESET | | | 0018 615-06520 5.000 EACH| 100.00000 500.00| 250.00000 1250.00| MONUMENT, RE-ESTABLISH | | | 0019 621-01004 3.000 EACH| 850.00000 2550.00| 892.50000 2677.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06545 0.652 Mg | 1351.84000 881.40| 1419.43000 925.47| FERTILIZER | | | 0021 621-06554 115.900 kg | 16.40000 1900.76| 17.22000 1995.80| SEED MIXTURE, U | | | 0023 801-06640 21.000 EACH| 53.00000 1113.00| 55.65000 1168.65| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 1200.00000 1200.00| 4500.00000 4500.00| MAINTAINING TRAFFIC | | | 0026 802-02489 158.800 m | 28.20000 4478.16| 29.61000 4702.07| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0027 802-76025 14.550 m2 | 142.00000 2066.10| 149.10000 2169.41| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0030 808-06703 1950.000 m | 0.88000 1716.00| 0.92000 1794.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0031 808-75240 375.000 m | 0.88000 330.00| 0.92000 345.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0032 808-75245 2300.000 m | 0.88000 2024.00| 0.92000 2116.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0033 808-75297 54.400 m | 12.00000 652.80| 12.60000 685.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 305-05206 150.000 Mg | 42.00000 6300.00| 78.75000 11812.50| WIDENING WITH HMA | | | 0035 801-03290 10.000 EACH| 53.00000 530.00| 55.65000 556.50| CONSTRUCTION SIGN, C | | | 0036 801-06203 252.000 m | 1.45000 365.40| 2.20000 554.40| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 252.000 m | 2.96000 745.92| 2.20000 554.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 464,673.65 ROUTE : CALL ORDER : 270 CONTRACT ID : R -25816-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 802-07127 7.150 m2 | 151.00000 1079.65| 158.55000 1133.63| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | 0039 802-07125 1.440 m2 | 145.00000 208.80| 152.25000 219.24| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | 0040 621-06570 104.000 m3 | 35.00000 3640.00| 67.50000 7020.00| TOP SOIL | | | 0041 203-02000 51.000 m3 | 30.00000 1530.00| 33.75000 1721.25| EXCAVATION, COMMON | | | 0042 621-06565 1.500 Mg | 1034.00000 1551.00| 1085.70000 1628.55| MULCHING MATERIAL | | | 0043 202-96151 LUMP| 200.00000 200.00| 975.00000 975.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 305,187.49| $ 382,931.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,187.49| $ 382,931.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/13/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : A560004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 3,299,689.34 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 3,469,507.07 105.1464% 3 35-1139301 E & B PAVING, INC. $ 3,541,723.13 107.3350% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,568,816.25 108.1561% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 3,680,134.55 111.5297% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR AND RESURFACE | | | 0001 105-06790 24.000 MOS | 1178.15000 28275.60| 1217.61000 29222.64| 1650.00000 39600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 110430.15000 110430.15| 104976.00000 104976.00| 78650.00000 78650.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 164743.55000 164743.55| 173475.00000 173475.00| 176900.00000 176900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 52999.52000 52999.52| 22674.33000 22674.33| 32550.00000 32550.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 507.300 m | 9.60000 4870.08| 9.72000 4930.96| 9.00000 4565.70 GUARDRAIL, REMOVE | | | 0007 202-02273 360.800 m2 | 29.01000 10466.81| 26.12000 9424.10| 13.95000 5033.16 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-06542 4.000 EACH| 782.49000 3129.96| 3375.21000 13500.84| 2790.00000 11160.00 RELOCATE 200 mm WATER LINE AROUND INLET,| | | WITH FITTINGS | | | 0009 202-06542 3.000 EACH| 837.30000 2511.90| 3604.25000 10812.75| 2790.00000 8370.00 RELOCATE AND LOWER 200 mm WATER MAIN, | | | WITH FITTINGS | | | 0010 202-60820 26948.000 m2 | 1.21000 32607.08| 1.17000 31529.16| 1.00000 26948.00 SURFACE MILLING, ASPHALT | | | 0011 202-74050 1.000 EACH| 441.82000 441.82| 477.17000 477.17| 441.82000 441.82 SIGN, OVERHEAD, REMOVE | | | 0012 203-02000 6376.300 m3 | 28.53000 181915.84| 37.16000 236943.31| 26.50000 168971.95 EXCAVATION, COMMON | | | 0013 203-02070 2933.000 m3 | 6.37000 18683.21| 0.28000 821.24| 20.46000 60009.18 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06933 10.000 EACH| 58.65000 586.50| 59.40000 594.00| 55.00000 550.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2050.000 m | 5.16000 10578.00| 5.23000 10721.50| 4.84000 9922.00 TEMPORARY SILT FENCE | | | 0016 211-02060 3832.000 m3 | 23.68000 90741.76| 25.57000 97984.24| 33.48000 128295.36 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-04075 63.000 Mg | 39.68000 2499.84| 21.27000 1340.01| 46.00000 2898.00 COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 2900.000 Mg | 24.01000 69629.00| 23.45000 68005.00| 24.00000 69600.00 COMPACTED AGGREGATE, O, 53 | | | 0019 304-06464 240.000 m3 | 97.18000 23323.20| 41.40000 9936.00| 60.00000 14400.00 SUBBASE FOR PCCP | | | 0020 305-05206 1228.000 Mg | 50.33000 61805.24| 44.13000 54191.64| 47.20000 57961.60 WIDENING WITH HMA | | | 0021 305-06083 64.000 Mg | 100.23000 6414.72| 237.60000 15206.40| 135.00000 8640.00 HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0022 305-92470 93.000 m2 | 133.00000 12369.00| 81.51000 7580.43| 150.00000 13950.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0023 401-05437 7988.000 Mg | 34.34000 274307.92| 35.64000 284692.32| 32.20000 257213.60 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 7040.000 Mg | 34.44000 242457.60| 35.05000 246752.00| 32.30000 227392.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 3200.000 Mg | 51.18000 163776.00| 50.22000 160704.00| 48.00000 153600.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05475 2663.000 Mg | 41.59000 110754.17| 36.72000 97785.36| 39.00000 103857.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0027 402-05481 41.000 Mg | 86.37000 3541.17| 91.80000 3763.80| 81.00000 3321.00 HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 224.000 m2 | 15.99000 3581.76| 10.80000 2419.20| 15.00000 3360.00 SEAL COAT, 2 | | | 0029 405-05517 1.760 Mg | 889.24000 1565.06| 243.00000 427.68| 888.00000 1562.88 ASPHALT FOR PRIME COAT | | | 0030 406-05520 31.900 Mg | 207.93000 6632.97| 243.00000 7751.70| 195.00000 6220.50 ASPHALT FOR TACK COAT | | | 0031 502-06457 1545.000 m2 | 31.85000 49208.25| 44.95000 69447.75| 38.00000 58710.00 PCCP, 225 mm | | | 0032 503-03489 654.000 EACH| 7.20000 4708.80| 14.51000 9489.54| 19.00000 12426.00 RETROFITTED TIE BARS | | | 0033 503-05240 226.000 m | 23.68000 5351.68| 21.45000 4847.70| 28.00000 6328.00 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 605-06090 49.400 m | 63.03000 3113.68| 33.45000 1652.43| 97.00000 4791.80 CURB, INTEGRAL, CONCRETE | | | 0035 605-06120 71.600 m | 74.30000 5319.88| 46.23000 3310.07| 87.00000 6229.20 CURB, CONCRETE | | | 0036 605-06140 5023.500 m | 33.11000 166328.09| 39.13000 196569.56| 39.00000 195916.50 CURB AND GUTTER, CONCRETE | | | 0037 605-06155 571.000 m | 43.00000 24553.00| 56.25000 32118.75| 41.00000 23411.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 605-06255 373.400 m2 | 75.35000 28135.69| 71.24000 26601.02| 95.00000 35473.00 CENTER CURB, D, CONCRETE | | | 0039 605-94082 11.000 EACH| 340.61000 3746.71| 698.91000 7688.01| 750.00000 8250.00 CURB TURNOUT, CONCRETE | | | 0040 610-05527 807.000 Mg | 71.44000 57652.08| 55.51000 44796.57| 67.00000 54069.00 HMA FOR APPROACHES | | | 0041 611-05330 5261.000 m2 | 37.95000 199654.95| 39.11000 205757.71| 41.00000 215701.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 616-02320 208.500 m2 | 1.94000 404.49| 2.66000 554.61| 3.26000 679.71 GEOTEXTILES | | | 0044 616-05689 143.500 Mg | 42.63000 6117.41| 29.72000 4264.82| 51.15000 7340.03 RIPRAP, CLASS 2 | | | 0045 616-06405 62.300 Mg | 56.08000 3493.78| 28.41000 1769.94| 46.50000 2896.95 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH| 799.73000 1599.46| 810.00000 1620.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 27.000 m2 | 5.27000 142.29| 5.34000 144.18| 4.94000 133.38 EROSION CONTROL BLANKET | | | 0048 621-06545 2.360 Mg | 802.93000 1894.91| 813.24000 1919.25| 753.00000 1777.08 FERTILIZER | | | 0049 621-06554 421.000 kg | 9.70000 4083.70| 9.83000 4138.43| 9.10000 3831.10 SEED MIXTURE, U | | | 0050 621-06557 15.400 kg | 24.63000 379.30| 24.95000 384.23| 23.10000 355.74 SEED MIXTURE, T | | | 0051 621-06565 11.800 Mg | 612.06000 7222.31| 619.92000 7315.06| 574.00000 6773.20 MULCHING MATERIAL | | | 0052 621-06567 365.000 kL | 0.59000 215.35| 0.59000 215.35| 0.55000 200.75 WATER | | | 0053 621-06575 20282.400 m2 | 3.25000 65917.80| 3.29000 66729.10| 3.05000 61861.32 SODDING, NURSERY | | | 0054 715-05024 63.700 m | 278.88000 17764.66| 222.70000 14185.99| 241.80000 15402.66 PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05048 1851.000 m | 8.57000 15863.07| 8.64000 15992.64| 10.23000 18935.73 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 7.000 m | 33.75000 236.25| 54.00000 378.00| 37.20000 260.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05149 521.000 m | 98.46000 51297.66| 91.62000 47734.02| 115.32000 60081.72 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 1120.000 m | 84.63000 94785.60| 82.40000 92288.00| 101.37000 113534.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05152 850.000 m | 98.51000 83733.50| 91.93000 78140.50| 109.74000 93279.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05153 175.800 m | 110.26000 19383.71| 105.75000 18590.85| 120.90000 21254.22 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0061 715-05154 56.000 m | 179.07000 10027.92| 200.07000 11203.92| 138.57000 7759.92 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0062 715-05159 34.400 m | 311.92000 10730.05| 232.61000 8001.78| 265.05000 9117.72 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0063 715-05171 20.000 m | 124.60000 2492.00| 81.92000 1638.40| 135.78000 2715.60 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05173 15.500 m | 144.72000 2243.16| 92.80000 1438.40| 115.32000 1787.46 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 715-05408 85.000 m | 161.17000 13699.45| 82.35000 6999.75| 105.09000 8932.65 PIPE, SANITARY SEWER, 200 mm | | | 0066 715-05596 2.600 m | 274.08000 712.61| 193.96000 504.30| 139.50000 362.70 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0067 715-05756 1.000 m | 548.16000 548.16| 280.17000 280.17| 331.08000 331.08 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0068 715-06813 3.000 m | 109.63000 328.89| 76.10000 228.30| 165.54000 496.62 PIPE, SANITARY SEWER, 50 mm | | | 0069 715-06814 3.000 m | 109.63000 328.89| 107.20000 321.60| 168.33000 504.99 PIPE, SANITARY SEWER, 100 mm | | | 0070 715-46005 1.000 EACH| 306.97000 306.97| 199.07000 199.07| 187.86000 187.86 PIPE END SECTION, 375 mm | | | 0071 715-46010 5.000 EACH| 112.48000 562.40| 238.15000 1190.75| 199.95000 999.75 PIPE END SECTION, 450 mm | | | 0072 715-46020 3.000 EACH| 170.29000 510.87| 314.16000 942.48| 239.01000 717.03 PIPE END SECTION, 600 mm | | | 0075 718-06531 1.000 EACH| 279.56000 279.56| 540.00000 540.00| 478.95000 478.95 OUTLET PROTECTOR, 3 | | | 0076 718-06532 1000.000 m | 3.20000 3200.00| 3.62000 3620.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0077 718-52610 355.400 m3 | 39.72000 14116.49| 37.80000 13434.12| 40.92000 14542.97 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 718-99153 3887.000 m2 | 0.72000 2798.64| 1.73000 6724.51| 0.93000 3614.91 GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-44000 10.000 EACH| 366.11000 3661.10| 478.26000 4782.60| 325.50000 3255.00 CASTING, ADJUST TO GRADE | | | 0080 720-45045 40.000 EACH| 779.03000 31161.20| 1010.29000 40411.60| 1581.00000 63240.00 INLET, J10 | | | 0081 720-45055 6.000 EACH| 779.03000 4674.18| 1054.78000 6328.68| 1581.00000 9486.00 INLET, M10 | | | 0082 720-45260 7.000 EACH| 636.85000 4457.95| 507.83000 3554.81| 1255.50000 8788.50 PIPE CATCH BASIN, 300 mm | | | 0083 720-45265 1.000 EACH| 513.49000 513.49| 563.11000 563.11| 1315.02000 1315.02 PIPE CATCH BASIN, 375 mm | | | 0084 720-45275 1.000 EACH| 653.59000 653.59| 619.68000 619.68| 1441.50000 1441.50 PIPE CATCH BASIN, 600 mm | | | 0085 720-45410 42.000 EACH| 1324.63000 55634.46| 1510.11000 63424.62| 2115.75000 88861.50 MANHOLE, C4 | | | 0086 720-45410 2.000 EACH| 1667.78000 3335.56| 1999.31000 3998.62| 2046.00000 4092.00 MANHOLE, C4 , SANITARY | | | 0087 720-45415 5.000 EACH| 2198.39000 10991.95| 2815.71000 14078.55| 2291.52000 11457.60 MANHOLE, D4 | | | 0088 720-98174 5.000 EACH| 1383.30000 6916.50| 1795.80000 8979.00| 1939.05000 9695.25 INLET, B15 | | | 0089 720-98555 3.000 EACH| 1383.30000 4149.90| 1866.51000 5599.53| 1478.70000 4436.10 INLET, C15 | | | 0091 732-01525 13.000 EACH| 1011.65000 13151.45| 646.68000 8406.84| 190.65000 2478.45 VALVE BOX | | | 0092 732-01525 13.000 EACH| 353.86000 4600.18| 100.28000 1303.64| 167.40000 2176.20 VALVE BOX , REMOVE | | | 0094 732-04987 1.000 EACH| 741.39000 741.39| 764.60000 764.60| 1447.08000 1447.08 CONNECTION , FORCE MAIN AT MANHOLE | | | 0095 732-04996 2.000 EACH| 562.22000 1124.44| 927.20000 1854.40| 418.50000 837.00 CUT AND PLUG EXISTING 50mm AND 100 mm | | | FORCE MAIN | | | 0096 732-90573 348.000 m | 44.46000 15472.08| 60.78000 21151.44| 68.82000 23949.36 WATER SERVICE LINE, 18.75 mm | | | 0097 732-91742 2.000 EACH| 3740.23000 7480.46| 2214.89000 4429.78| 1844.19000 3688.38 FIRE HYDRANT | | | 0098 732-91742 5.000 EACH| 353.86000 1769.30| 488.04000 2440.20| 372.00000 1860.00 FIRE HYDRANT ADJUST TO GRADE | | | 0099 801-04308 7.000 EACH| 234.59000 1642.13| 237.60000 1663.20| 350.00000 2450.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 801-06207 23025.000 m | 0.91000 20952.75| 1.89000 43517.25| 1.75000 40293.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06605 13.000 EACH| 106.63000 1386.19| 108.00000 1404.00| 110.00000 1430.00 BARRICADE, IIIA | | | 0103 801-06606 8.000 EACH| 106.63000 853.04| 108.00000 864.00| 125.00000 1000.00 BARRICADE, IIIB | | | 0104 801-06625 22.000 EACH| 95.97000 2111.34| 97.20000 2138.40| 95.00000 2090.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 32.000 EACH| 165.28000 5288.96| 167.40000 5356.80| 110.00000 3520.00 CONSTRUCTION SIGN, A | | | 0106 801-06645 2.000 EACH| 31.99000 63.98| 32.40000 64.80| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0107 801-06710 120.000 DAY | 19.08000 2289.60| 15.12000 1814.40| 14.00000 1680.00 FLASHING ARROW SIGN | | | 0108 801-06775 LUMP| 50296.98000 50296.98| 90840.61000 90840.61| 124000.00000 124000.00 MAINTAINING TRAFFIC | | | 0109 802-02293 0.620 m3 | 679.44000 421.25| 733.80000 454.96| 679.44000 421.25 CONCRETE, SIGN FOUNDATION | | | 0110 802-05701 121.500 m | 28.76000 3494.34| 31.06000 3773.79| 28.76000 3494.34 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-76015 1.500 m2 | 306.58000 459.87| 331.11000 496.67| 306.58000 459.87 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0112 802-76025 23.190 m2 | 49.63000 1150.92| 53.60000 1242.98| 49.63000 1150.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0113 802-76035 23.090 m2 | 49.63000 1145.96| 53.60000 1237.62| 49.63000 1145.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0114 802-76095 85.800 kg | 6.01000 515.66| 6.49000 556.84| 6.01000 515.66 STRUCTURAL STEEL, BREAKAWAY | | | 0115 805-01836 756.000 m | 2.32000 1753.92| 2.51000 1897.56| 2.32000 1753.92 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0116 805-01842 13.000 EACH| 567.64000 7379.32| 613.05000 7969.65| 567.64000 7379.32 HANDHOLE, SIGNAL | | | 0117 805-01844 771.000 m | 27.59000 21271.89| 29.80000 22975.80| 27.59000 21271.89 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0118 805-01879 2.000 EACH| 413.64000 827.28| 446.73000 893.46| 413.64000 827.28 SIGNAL SERVICE, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 805-78100 2.000 EACH| 10023.69000 20047.38| 10825.59000 21651.18| 10023.69000 20047.38 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0121 805-78205 14.000 EACH| 568.38000 7957.32| 613.85000 8593.90| 568.38000 7957.32 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78230 2.000 EACH| 735.76000 1471.52| 794.62000 1589.24| 735.76000 1471.52 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0123 805-78415 5.000 EACH| 1163.88000 5819.40| 1256.99000 6284.95| 1163.88000 5819.40 SPAN, CATENARY, AND TETHER | | | 0124 805-78420 6.000 EACH| 191.63000 1149.78| 206.96000 1241.76| 191.63000 1149.78 DISCONNECT HANGER | | | 0125 805-78467 48.000 m | 3.86000 185.28| 4.17000 200.16| 3.86000 185.28 SIGNAL CABLE, 3C 8GA. | | | 0126 805-78470 1192.000 m | 0.83000 989.36| 0.90000 1072.80| 0.83000 989.36 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0127 805-78485 118.000 m | 2.65000 312.70| 2.86000 337.48| 2.65000 312.70 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 309.000 m | 2.98000 920.82| 3.22000 994.98| 2.98000 920.82 SIGNAL CABLE, 7C 14GA. | | | 0129 805-78785 12.000 EACH| 522.92000 6275.04| 564.75000 6777.00| 522.92000 6275.04 SIGNAL DETECTOR HOUSING | | | 0130 805-78795 462.000 m | 20.64000 9535.68| 22.29000 10297.98| 20.64000 9535.68 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78906 6.000 EACH| 1682.06000 10092.36| 1816.62000 10899.72| 1682.06000 10092.36 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0132 805-78925 2.000 EACH| 827.28000 1654.56| 893.46000 1786.92| 827.28000 1654.56 CONTROLLER CABINET FOUNDATION, P1 | | | 0133 805-81032 6.000 EACH| 2434.34000 14606.04| 2629.09000 15774.54| 2434.34000 14606.04 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0134 805-91710 3657.600 m | 6.08000 22238.21| 6.57000 24030.43| 6.08000 22238.21 FLEXIBLE CONDUIT, 40 mm , INSTALL | | | 0135 807-04651 3402.000 m | 0.77000 2619.54| 0.83000 2823.66| 0.77000 2619.54 WIRE , AWG, NO. 12 COPPER STRANDED, 2 | | | 1C POLE CIRCUIT, INSTALL | | | 0137 807-04653 93.000 EACH| 106.92000 9943.56| 115.47000 10738.71| 106.92000 9943.56 LIGHTING FOUNDATION , SCREW-IN ANCHOR | | | BASE, INSTALL | | | 0138 807-83756 93.000 EACH| 132.55000 12327.15| 143.15000 13312.95| 132.55000 12327.15 LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE , INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 807-86620 93.000 EACH| 55.23000 5136.39| 59.65000 5547.45| 55.23000 5136.39 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT , INSTALL | | | 0140 807-86915 279.000 EACH| 6.63000 1849.77| 7.16000 1997.64| 6.63000 1849.77 CONNECTOR KIT, FUSED , INSTALL | | | 0141 807-95514 61.000 EACH| 165.46000 10093.06| 178.70000 10900.70| 165.46000 10093.06 SERVICE POINT RISER , INSTALL | | | 0142 808-03178 12.000 EACH| 100.00000 1200.00| 108.00000 1296.00| 100.00000 1200.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0143 808-03179 12.000 EACH| 120.00000 1440.00| 129.60000 1555.20| 120.00000 1440.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0144 808-06701 966.000 m | 0.90000 869.40| 0.97000 937.02| 0.90000 869.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0145 808-06703 1196.500 m | 0.90000 1076.85| 0.97000 1160.61| 0.90000 1076.85 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0146 808-75051 367.000 m | 3.00000 1101.00| 3.24000 1189.08| 3.00000 1101.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0147 808-75054 451.000 m | 3.00000 1353.00| 3.24000 1461.24| 3.00000 1353.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0148 808-75059 528.000 m | 3.00000 1584.00| 3.24000 1710.72| 3.00000 1584.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0149 808-75063 90.000 m | 3.00000 270.00| 3.24000 291.60| 3.00000 270.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0150 808-75067 88.000 m | 20.00000 1760.00| 21.60000 1900.80| 20.00000 1760.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0151 808-75240 890.000 m | 0.90000 801.00| 0.97000 863.30| 0.90000 801.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0152 808-75245 4598.000 m | 0.90000 4138.20| 0.97000 4460.06| 0.90000 4138.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75256 165.300 m | 2.50000 413.25| 2.70000 446.31| 2.50000 413.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 808-75260 66.000 m | 3.50000 231.00| 3.78000 249.48| 3.50000 231.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0155 808-75274 430.000 m | 2.50000 1075.00| 2.70000 1161.00| 2.50000 1075.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0156 808-75278 218.000 m | 3.50000 763.00| 3.78000 824.04| 3.50000 763.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0157 808-75297 101.100 m | 8.00000 808.80| 8.64000 873.50| 8.00000 808.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0158 808-75320 33.000 EACH| 45.00000 1485.00| 48.60000 1603.80| 45.00000 1485.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0159 808-75325 33.000 EACH| 55.00000 1815.00| 59.40000 1960.20| 55.00000 1815.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0160 808-75998 666.000 EACH| 19.50000 12987.00| 21.01000 13992.66| 19.45000 12953.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0161 732-04994 13.000 EACH| 590.42000 7675.46| 651.06000 8463.78| 806.31000 10482.03 METER BOX ASSEMBLY | | | 0162 732-04749 34.000 m | 962.38000 32720.92| 1390.12000 47264.08| 771.90000 26244.60 CASING , 450 mm STEEL PIPE, BORE AND | | | JACK WITH 200 mm CARRIER PIPE | | | 0163 611-06497 43.000 EACH| 125.00000 5375.00| 135.00000 5805.00| 125.00000 5375.00 MAILBOX ASSEMBLY, SINGLE | | | 0164 807-04651 356.000 m | 3.31000 1178.36| 3.57000 1270.92| 3.31000 1178.36 WIRE , INTERCONNECT, 22 GA., 12 PAIR | | | TWISTED TELEMETRY, CABLE | | | 0165 807-04651 3657.600 m | 5.52000 20189.95| 5.96000 21799.30| 5.52000 20189.95 WIRE , INSTALL NO. 4 TRIPLEX ALUMINUM | | | IN CONDUIT | | | 0166 801-06218 35.000 m | 15.60000 546.00| 16.20000 567.00| 15.00000 525.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0167 803-76125 8.000 EACH| 5944.56000 47556.48| 6420.12000 51360.96| 5944.56000 47556.48 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0168 802-02190 16.000 EACH| 1682.06000 26912.96| 1816.62000 29065.92| 1682.06000 26912.96 OVERHEAD SIGN STRUCTURE FOUNDATION, | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1609544 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 805-78784 12.000 EACH| 209.14000 2509.68| 225.87000 2710.44| 209.14000 2509.68 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | SECTION TOTALS | $ 3,299,689.34| $ 3,469,507.07| $ 3,541,723.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,299,689.34| $ 3,469,507.07| $ 3,541,723.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR AND RESURFACE | | | 0001 105-06790 24.000 MOS | 1475.00000 35400.00| 1681.30000 40351.20| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100000.00000 100000.00| 123213.00000 123213.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 178000.00000 178000.00| 180000.00000 180000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 73500.00000 73500.00| 91000.00000 91000.00| CLEARING RIGHT OF WAY | | | 0006 202-02241 507.300 m | 9.50000 4819.35| 10.23000 5189.68| GUARDRAIL, REMOVE | | | 0007 202-02273 360.800 m2 | 11.00000 3968.80| 11.67000 4210.54| CENTER CURB, CONCRETE, REMOVE | | | 0008 202-06542 4.000 EACH| 12000.00000 48000.00| 1578.75000 6315.00| RELOCATE 200 mm WATER LINE AROUND INLET,| | | WITH FITTINGS | | | 0009 202-06542 3.000 EACH| 12000.00000 36000.00| 1578.66000 4735.98| RELOCATE AND LOWER 200 mm WATER MAIN, | | | WITH FITTINGS | | | 0010 202-60820 26948.000 m2 | 1.00000 26948.00| 0.88000 23714.24| SURFACE MILLING, ASPHALT | | | 0011 202-74050 1.000 EACH| 455.00000 455.00| 502.20000 502.20| SIGN, OVERHEAD, REMOVE | | | 0012 203-02000 6376.300 m3 | 19.85000 126569.56| 17.53000 111776.54| EXCAVATION, COMMON | | | 0013 203-02070 2933.000 m3 | 8.25000 24197.25| 19.26000 56489.58| BORROW | | | 0014 205-06933 10.000 EACH| 56.70000 567.00| 62.52000 625.20| TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2050.000 m | 5.00000 10250.00| 5.50000 11275.00| TEMPORARY SILT FENCE | | | 0016 211-02060 3832.000 m3 | 23.20000 88902.40| 25.88000 99172.16| B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-04075 63.000 Mg | 27.00000 1701.00| 31.57000 1988.91| COMPACTED AGGREGATE, O, 73 | | | 0018 303-52308 2900.000 Mg | 20.00000 58000.00| 24.75000 71775.00| COMPACTED AGGREGATE, O, 53 | | | 0019 304-06464 240.000 m3 | 47.00000 11280.00| 48.16000 11558.40| SUBBASE FOR PCCP | | | 0020 305-05206 1228.000 Mg | 46.00000 56488.00| 53.65000 65882.20| WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 305-06083 64.000 Mg | 220.00000 14080.00| 106.85000 6838.40| HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0022 305-92470 93.000 m2 | 150.00000 13950.00| 181.87000 16913.91| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0023 401-05437 7988.000 Mg | 33.00000 263604.00| 36.60000 292360.80| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 7040.000 Mg | 32.45000 228448.00| 36.71000 258438.40| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 3200.000 Mg | 46.50000 148800.00| 54.56000 174592.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05475 2663.000 Mg | 34.00000 90542.00| 44.33000 118050.79| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0027 402-05481 41.000 Mg | 85.00000 3485.00| 92.07000 3774.87| HMA BASE 25.0 mm, SHOULDER | | | 0028 404-05511 224.000 m2 | 9.75000 2184.00| 17.05000 3819.20| SEAL COAT, 2 | | | 0029 405-05517 1.760 Mg | 225.00000 396.00| 1008.96000 1775.77| ASPHALT FOR PRIME COAT | | | 0030 406-05520 31.900 Mg | 225.00000 7177.50| 221.65000 7070.64| ASPHALT FOR TACK COAT | | | 0031 502-06457 1545.000 m2 | 37.25000 57551.25| 60.30000 93163.50| PCCP, 225 mm | | | 0032 503-03489 654.000 EACH| 7.70000 5035.80| 32.26000 21098.04| RETROFITTED TIE BARS | | | 0033 503-05240 226.000 m | 28.25000 6384.50| 24.97000 5643.22| D-1 CONTRACTION JOINT | | | 0034 605-06090 49.400 m | 66.00000 3260.40| 73.73000 3642.26| CURB, INTEGRAL, CONCRETE | | | 0035 605-06120 71.600 m | 58.00000 4152.80| 74.97000 5367.85| CURB, CONCRETE | | | 0036 605-06140 5023.500 m | 32.00000 160752.00| 30.77000 154573.10| CURB AND GUTTER, CONCRETE | | | 0037 605-06155 571.000 m | 55.60000 31747.60| 48.60000 27750.60| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 605-06255 373.400 m2 | 54.85000 20480.99| 61.14000 22829.68| CENTER CURB, D, CONCRETE | | | 0039 605-94082 11.000 EACH| 900.00000 9900.00| 1216.22000 13378.42| CURB TURNOUT, CONCRETE | | | 0040 610-05527 807.000 Mg | 51.10000 41237.70| 76.16000 61461.12| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-05330 5261.000 m2 | 36.00000 189396.00| 43.98000 231378.78| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0043 616-02320 208.500 m2 | 8.00000 1668.00| 2.77000 577.55| GEOTEXTILES | | | 0044 616-05689 143.500 Mg | 36.00000 5166.00| 38.25000 5488.88| RIPRAP, CLASS 2 | | | 0045 616-06405 62.300 Mg | 44.00000 2741.20| 29.50000 1837.85| RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH| 775.00000 1550.00| 852.49000 1704.98| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 27.000 m2 | 5.10000 137.70| 5.62000 151.74| EROSION CONTROL BLANKET | | | 0048 621-06545 2.360 Mg | 777.00000 1833.72| 855.90000 2019.92| FERTILIZER | | | 0049 621-06554 421.000 kg | 9.40000 3957.40| 10.34000 4353.14| SEED MIXTURE, U | | | 0050 621-06557 15.400 kg | 23.80000 366.52| 26.26000 404.40| SEED MIXTURE, T | | | 0051 621-06565 11.800 Mg | 592.00000 6985.60| 652.44000 7698.79| MULCHING MATERIAL | | | 0052 621-06567 365.000 kL | 0.57000 208.05| 0.63000 229.95| WATER | | | 0053 621-06575 20282.400 m2 | 3.15000 63889.56| 3.47000 70379.93| SODDING, NURSERY | | | 0054 715-05024 63.700 m | 170.00000 10829.00| 239.96000 15285.45| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0055 715-05048 1851.000 m | 8.25000 15270.75| 9.09000 16825.59| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 7.000 m | 51.50000 360.50| 56.83000 397.81| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05149 521.000 m | 108.00000 56268.00| 65.61000 34182.81| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 1120.000 m | 110.00000 123200.00| 77.48000 86777.60| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05152 850.000 m | 126.00000 107100.00| 86.18000 73253.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05153 175.800 m | 134.00000 23557.20| 95.81000 16843.40| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0061 715-05154 56.000 m | 135.00000 7560.00| 122.53000 6861.68| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05159 34.400 m | 260.00000 8944.00| 296.32000 10193.41| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0063 715-05171 20.000 m | 85.00000 1700.00| 77.45000 1549.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05173 15.500 m | 110.00000 1705.00| 108.24000 1677.72| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0065 715-05408 85.000 m | 220.00000 18700.00| 186.74000 15872.90| PIPE, SANITARY SEWER, 200 mm | | | 0066 715-05596 2.600 m | 430.00000 1118.00| 139.79000 363.45| PIPE EXTENSION, CIRCULAR, 450 mm | | | 0067 715-05756 1.000 m | 1100.00000 1100.00| 161.88000 161.88| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0068 715-06813 3.000 m | 485.00000 1455.00| 8.56000 25.68| PIPE, SANITARY SEWER, 50 mm | | | 0069 715-06814 3.000 m | 485.00000 1455.00| 11.71000 35.13| PIPE, SANITARY SEWER, 100 mm | | | 0070 715-46005 1.000 EACH| 250.00000 250.00| 426.93000 426.93| PIPE END SECTION, 375 mm | | | 0071 715-46010 5.000 EACH| 265.00000 1325.00| 493.87000 2469.35| PIPE END SECTION, 450 mm | | | 0072 715-46020 3.000 EACH| 730.00000 2190.00| 375.17000 1125.51| PIPE END SECTION, 600 mm | | | 0075 718-06531 1.000 EACH| 515.00000 515.00| 568.33000 568.33| OUTLET PROTECTOR, 3 | | | 0076 718-06532 1000.000 m | 3.45000 3450.00| 3.81000 3810.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0077 718-52610 355.400 m3 | 36.00000 12794.40| 39.78000 14137.81| AGGREGATE FOR UNDERDRAINS | | | 0078 718-99153 3887.000 m2 | 1.05000 4081.35| 1.82000 7074.34| GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-44000 10.000 EACH| 400.00000 4000.00| 164.25000 1642.50| CASTING, ADJUST TO GRADE | | | 0080 720-45045 40.000 EACH| 1545.00000 61800.00| 1270.78000 50831.20| INLET, J10 | | | 0081 720-45055 6.000 EACH| 1580.00000 9480.00| 1299.23000 7795.38| INLET, M10 | | | 0082 720-45260 7.000 EACH| 1100.00000 7700.00| 651.29000 4559.03| PIPE CATCH BASIN, 300 mm | | | 0083 720-45265 1.000 EACH| 1120.00000 1120.00| 835.01000 835.01| PIPE CATCH BASIN, 375 mm | | | 0084 720-45275 1.000 EACH| 1280.00000 1280.00| 962.43000 962.43| PIPE CATCH BASIN, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 720-45410 42.000 EACH| 2000.00000 84000.00| 1959.22000 82287.24| MANHOLE, C4 | | | 0086 720-45410 2.000 EACH| 3825.00000 7650.00| 3726.85000 7453.70| MANHOLE, C4 , SANITARY | | | 0087 720-45415 5.000 EACH| 3575.00000 17875.00| 3702.47000 18512.35| MANHOLE, D4 | | | 0088 720-98174 5.000 EACH| 2243.00000 11215.00| 1693.66000 8468.30| INLET, B15 | | | 0089 720-98555 3.000 EACH| 2278.00000 6834.00| 1718.69000 5156.07| INLET, C15 | | | 0091 732-01525 13.000 EACH| 2480.00000 32240.00| 122.76000 1595.88| VALVE BOX | | | 0092 732-01525 13.000 EACH| 730.00000 9490.00| 67.28000 874.64| VALVE BOX , REMOVE | | | 0094 732-04987 1.000 EACH| 3660.00000 3660.00| 794.06000 794.06| CONNECTION , FORCE MAIN AT MANHOLE | | | 0095 732-04996 2.000 EACH| 3660.00000 7320.00| 369.54000 739.08| CUT AND PLUG EXISTING 50mm AND 100 mm | | | FORCE MAIN | | | 0096 732-90573 348.000 m | 163.00000 56724.00| 74.03000 25762.44| WATER SERVICE LINE, 18.75 mm | | | 0097 732-91742 2.000 EACH| 3825.00000 7650.00| 2432.32000 4864.64| FIRE HYDRANT | | | 0098 732-91742 5.000 EACH| 1465.00000 7325.00| 648.46000 3242.30| FIRE HYDRANT ADJUST TO GRADE | | | 0099 801-04308 7.000 EACH| 227.00000 1589.00| 431.93000 3023.51| ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06207 23025.000 m | 1.80000 41445.00| 3.55000 81738.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06605 13.000 EACH| 103.00000 1339.00| 181.86000 2364.18| BARRICADE, IIIA | | | 0103 801-06606 8.000 EACH| 103.00000 824.00| 193.23000 1545.84| BARRICADE, IIIB | | | 0104 801-06625 22.000 EACH| 93.00000 2046.00| 102.30000 2250.60| DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 32.000 EACH| 160.00000 5120.00| 215.96000 6910.72| CONSTRUCTION SIGN, A | | | 0106 801-06645 2.000 EACH| 31.00000 62.00| 56.83000 113.66| CONSTRUCTION SIGN, B | | | 0107 801-06710 120.000 DAY | 14.50000 1740.00| 20.55000 2466.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 801-06775 LUMP| 74000.00000 74000.00| 111082.47000 111082.47| MAINTAINING TRAFFIC | | | 0109 802-02293 0.620 m3 | 700.00000 434.00| 772.28000 478.81| CONCRETE, SIGN FOUNDATION | | | 0110 802-05701 121.500 m | 29.65000 3602.48| 32.69000 3971.84| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-76015 1.500 m2 | 316.00000 474.00| 348.47000 522.71| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0112 802-76025 23.190 m2 | 51.00000 1182.69| 56.41000 1308.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0113 802-76035 23.090 m2 | 51.00000 1177.59| 56.41000 1302.51| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0114 802-76095 85.800 kg | 6.20000 531.96| 6.83000 586.01| STRUCTURAL STEEL, BREAKAWAY | | | 0115 805-01836 756.000 m | 2.40000 1814.40| 2.64000 1995.84| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0116 805-01842 13.000 EACH| 585.00000 7605.00| 645.21000 8387.73| HANDHOLE, SIGNAL | | | 0117 805-01844 771.000 m | 28.50000 21973.50| 31.36000 24178.56| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0118 805-01879 2.000 EACH| 427.00000 854.00| 470.16000 940.32| SIGNAL SERVICE, INSTALL | | | 0120 805-78100 2.000 EACH| 10400.00000 20800.00| 11393.44000 22786.88| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0121 805-78205 14.000 EACH| 586.00000 8204.00| 646.05000 9044.70| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78230 2.000 EACH| 759.00000 1518.00| 836.30000 1672.60| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0123 805-78415 5.000 EACH| 1200.00000 6000.00| 1322.93000 6614.65| SPAN, CATENARY, AND TETHER | | | 0124 805-78420 6.000 EACH| 198.00000 1188.00| 217.82000 1306.92| DISCONNECT HANGER | | | 0125 805-78467 48.000 m | 4.00000 192.00| 4.39000 210.72| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 805-78470 1192.000 m | 0.85000 1013.20| 0.94000 1120.48| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0127 805-78485 118.000 m | 2.75000 324.50| 3.01000 355.18| SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 309.000 m | 3.10000 957.90| 3.39000 1047.51| SIGNAL CABLE, 7C 14GA. | | | 0129 805-78785 12.000 EACH| 1270.00000 15240.00| 594.38000 7132.56| SIGNAL DETECTOR HOUSING | | | 0130 805-78795 462.000 m | 21.25000 9817.50| 23.46000 10838.52| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78906 6.000 EACH| 1734.00000 10404.00| 1911.92000 11471.52| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0132 805-78925 2.000 EACH| 854.00000 1708.00| 940.33000 1880.66| CONTROLLER CABINET FOUNDATION, P1 | | | 0133 805-81032 6.000 EACH| 4730.00000 28380.00| 2767.00000 16602.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0134 805-91710 3657.600 m | 6.25000 22860.00| 6.91000 25274.02| FLEXIBLE CONDUIT, 40 mm , INSTALL | | | 0135 807-04651 3402.000 m | 0.80000 2721.60| 0.88000 2993.76| WIRE , AWG, NO. 12 COPPER STRANDED, 2 | | | 1C POLE CIRCUIT, INSTALL | | | 0137 807-04653 93.000 EACH| 110.25000 10253.25| 121.53000 11302.29| LIGHTING FOUNDATION , SCREW-IN ANCHOR | | | BASE, INSTALL | | | 0138 807-83756 93.000 EACH| 136.65000 12708.45| 150.66000 14011.38| LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE , INSTALL | | | 0139 807-86620 93.000 EACH| 57.00000 5301.00| 62.78000 5838.54| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT , INSTALL | | | 0140 807-86915 279.000 EACH| 6.85000 1911.15| 7.54000 2103.66| CONNECTOR KIT, FUSED , INSTALL | | | 0141 807-95514 61.000 EACH| 170.60000 10406.60| 188.07000 11472.27| SERVICE POINT RISER , INSTALL | | | 0142 808-03178 12.000 EACH| 124.00000 1488.00| 136.40000 1636.80| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0143 808-03179 12.000 EACH| 134.00000 1608.00| 147.76000 1773.12| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-06701 966.000 m | 1.05000 1014.30| 1.14000 1101.24| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0145 808-06703 1196.500 m | 1.00000 1196.50| 1.11000 1328.12| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0146 808-75051 367.000 m | 3.65000 1339.55| 4.02000 1475.34| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0147 808-75054 451.000 m | 3.65000 1646.15| 4.02000 1813.02| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0148 808-75059 528.000 m | 3.67000 1937.76| 4.05000 2138.40| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0149 808-75063 90.000 m | 3.67000 330.30| 4.05000 364.50| LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0150 808-75067 88.000 m | 21.65000 1905.20| 23.87000 2100.56| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0151 808-75240 890.000 m | 1.15000 1023.50| 1.14000 1014.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0152 808-75245 4598.000 m | 1.00000 4598.00| 1.11000 5103.78| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75256 165.300 m | 2.80000 462.84| 3.07000 507.47| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0154 808-75260 66.000 m | 4.15000 273.90| 4.60000 303.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0155 808-75274 430.000 m | 2.80000 1204.00| 3.07000 1320.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0156 808-75278 218.000 m | 4.15000 904.70| 4.60000 1002.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0157 808-75297 101.100 m | 9.80000 990.78| 10.80000 1091.88| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 280 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,161,289.19 ROUTE : CALL ORDER : 280 CONTRACT ID : R -25826-A COUNTIES : MADISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1136349 | |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 808-75320 33.000 EACH| 42.00000 1386.00| 46.60000 1537.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0159 808-75325 33.000 EACH| 54.00000 1782.00| 60.24000 1987.92| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0160 808-75998 666.000 EACH| 20.00000 13320.00| 22.11000 14725.26| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0161 732-04994 13.000 EACH| 2480.00000 32240.00| 485.87000 6316.31| METER BOX ASSEMBLY | | | 0162 732-04749 34.000 m | 855.00000 29070.00| 817.67000 27800.78| CASING , 450 mm STEEL PIPE, BORE AND | | | JACK WITH 200 mm CARRIER PIPE | | | 0163 611-06497 43.000 EACH| 129.00000 5547.00| 142.08000 6109.44| MAILBOX ASSEMBLY, SINGLE | | | 0164 807-04651 356.000 m | 3.40000 1210.40| 3.76000 1338.56| WIRE , INTERCONNECT, 22 GA., 12 PAIR | | | TWISTED TELEMETRY, CABLE | | | 0165 807-04651 3657.600 m | 6.75000 24688.80| 6.27000 22933.15| WIRE , INSTALL NO. 4 TRIPLEX ALUMINUM | | | IN CONDUIT | | | 0166 801-06218 35.000 m | 4.65000 162.75| 20.69000 724.15| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0167 803-76125 8.000 EACH| 6128.00000 49024.00| 6756.89000 54055.12| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0168 802-02190 16.000 EACH| 1734.00000 27744.00| 1911.92000 30590.72| OVERHEAD SIGN STRUCTURE FOUNDATION, | | | CONCRETE | | | 0169 805-78784 12.000 EACH| 215.60000 2587.20| 237.72000 2852.64| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | SECTION TOTALS | $ 3,568,816.25| $ 3,680,134.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,568,816.25| $ 3,680,134.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,387.16 ROUTE : SR 60 CALL ORDER : 290 CONTRACT ID : R -25829-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : C850001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 86,600.00 100.0000% 2 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 87,949.00 101.5577% 3 35-1310863 JACOBI SODDING SERVICE $ 97,457.11 112.5370% 4 35-1817574 YARDBERRY LANDSCAPE $ 105,547.72 121.8795% 5 35-1315965 FOX CONTRACTORS CORP. $ 159,079.75 183.6948% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-2031359 |(3) 35-1310863 |GOHMANN ASPHALT & CONSTR., I|HERITAGE INDUSTRIAL SERVICES|JACOBI SODDING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 110-01001 LUMP| 4283.20000 4283.20| 5882.49000 5882.49| 8225.00000 8225.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 203-02000 2091.000 m3 | 14.20000 29692.20| 7.50000 15682.50| 12.10000 25301.10 EXCAVATION, COMMON | | | 0003 621-01004 1.000 EACH| 950.00000 950.00| 997.50000 997.50| 515.00000 515.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-04258 140.400 kg | 7.00000 982.80| 6.14000 862.06| 8.15000 1144.26 SEED MIXTURE , ANNUAL RYE GRASS | | | 0005 621-04258 4.200 kg | 900.00000 3780.00| 1491.00000 6262.20| 895.00000 3759.00 SEED MIXTURE , COMPOSITE MIX | | | 0006 621-06545 1.210 Mg | 600.00000 726.00| 656.25000 794.06| 635.00000 768.35 FERTILIZER | | | 0007 621-06565 12.090 Mg | 520.00000 6286.80| 525.00000 6347.25| 490.00000 5924.10 MULCHING MATERIAL | | | 0008 621-06737 39.600 kg | 65.00000 2574.00| 88.20000 3492.72| 65.50000 2593.80 SEED MIXTURE, EMERGENT WETLAND | | | 0009 622-04747 10.000 EACH| 150.00000 1500.00| 68.25000 682.50| 187.00000 1870.00 NESTING BOX , EASTERN BLUEBIRD | | | 0010 622-91786 2630.000 EACH| 6.80000 17884.00| 6.72000 17673.60| 9.80000 25774.00 SEEDLING | | | 0011 622-91786 275.000 EACH| 35.00000 9625.00| 50.40000 13860.00| 38.50000 10587.50 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0012 624-92647 0.030 ha | 10000.00000 300.00| 17850.00000 535.50| 5500.00000 165.00 HERBICIDE TREATMENT | | | 0013 802-96248 40.800 m | 20.00000 816.00| 26.78000 1092.62| 12.50000 510.00 POST, WOOD, 100 mm X 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,387.16 ROUTE : SR 60 CALL ORDER : 290 CONTRACT ID : R -25829-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-2031359 |(3) 35-1310863 |GOHMANN ASPHALT & CONSTR., I|HERITAGE INDUSTRIAL SERVICES|JACOBI SODDING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 105-06790 8.000 MOS | 900.00000 7200.00| 1723.00000 13784.00| 1290.00000 10320.00 FIELD OFFICE, 27.9 m2 | | | SECTION TOTALS | $ 86,600.00| $ 87,949.00| $ 97,457.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 86,600.00| $ 87,949.00| $ 97,457.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,387.16 ROUTE : SR 60 CALL ORDER : 290 CONTRACT ID : R -25829-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 | |YARDBERRY LANDSCAPE |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 110-01001 LUMP| 4500.00000 4500.00| 12420.00000 12420.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 203-02000 2091.000 m3 | 10.00000 20910.00| 35.00000 73185.00| EXCAVATION, COMMON | | | 0003 621-01004 1.000 EACH| 700.00000 700.00| 833.00000 833.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-04258 140.400 kg | 10.00000 1404.00| 10.36000 1454.54| SEED MIXTURE , ANNUAL RYE GRASS | | | 0005 621-04258 4.200 kg | 779.00000 3271.80| 1107.36000 4650.91| SEED MIXTURE , COMPOSITE MIX | | | 0006 621-06545 1.210 Mg | 1200.00000 1452.00| 860.61000 1041.34| FERTILIZER | | | 0007 621-06565 12.090 Mg | 400.00000 4836.00| 475.69000 5751.09| MULCHING MATERIAL | | | 0008 621-06737 39.600 kg | 550.00000 21780.00| 82.65000 3272.94| SEED MIXTURE, EMERGENT WETLAND | | | 0009 622-04747 10.000 EACH| 300.00000 3000.00| 245.00000 2450.00| NESTING BOX , EASTERN BLUEBIRD | | | 0010 622-91786 2630.000 EACH| 5.50000 14465.00| 9.59000 25221.70| SEEDLING | | | 0011 622-91786 275.000 EACH| 45.00000 12375.00| 40.05000 11013.75| SEEDLING , 3 GALLON CONTAINER GROWN | | | 0012 624-92647 0.030 ha | 15000.00000 450.00| 18000.00000 540.00| HERBICIDE TREATMENT | | | 0013 802-96248 40.800 m | 9.90000 403.92| 89.35000 3645.48| POST, WOOD, 100 mm X 100 mm | | | 0014 105-06790 8.000 MOS | 2000.00000 16000.00| 1700.00000 13600.00| FIELD OFFICE, 27.9 m2 | | | SECTION TOTALS | $ 105,547.72| $ 159,079.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 105,547.72| $ 159,079.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,427.91 ROUTE : 66 CALL ORDER : 300 CONTRACT ID : R -25848-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 012100T SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,310,316.20 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,320,000.00 100.2925% 3 35-0626844 RUDOLPH, J.H. & CO $ 3,519,148.00 106.3085% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 10.000 MOS | 1600.00000 16000.00| 1100.00000 11000.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 4820.00000 4820.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 165000.00000 165000.00| 165046.60000 165046.60| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1280.000 m | 9.00000 11520.00| 7.95000 10176.00| 8.00000 10240.00 GUARDRAIL, REMOVE | | | 0005 202-60820 15440.000 m2 | 1.20000 18528.00| 0.60000 9264.00| 1.20000 18528.00 SURFACE MILLING, ASPHALT | | | 0006 202-93741 14.000 EACH| 120.00000 1680.00| 120.00000 1680.00| 75.00000 1050.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-04095 4600.000 Mg | 15.00000 69000.00| 14.70000 67620.00| 18.50000 85100.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 305-05206 3410.000 Mg | 32.00000 109120.00| 30.00000 102300.00| 42.00000 143220.00 WIDENING WITH HMA | | | 0009 401-05455 23790.000 Mg | 31.00000 737490.00| 34.00000 808860.00| 36.00000 856440.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0010 401-05456 14270.000 Mg | 43.00000 613610.00| 45.30000 646431.00| 45.75000 652852.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0011 401-05463 14550.000 Mg | 29.00000 421950.00| 31.00000 451050.00| 32.50000 472875.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | SHOULDER --VOLUMETRIC | | | 0012 401-05464 8730.000 Mg | 34.00000 296820.00| 33.00000 288090.00| 35.00000 305550.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,427.91 ROUTE : 66 CALL ORDER : 300 CONTRACT ID : R -25848-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-05467 42440.000 m | 0.63000 26737.20| 0.52000 22068.80| 0.70000 29708.00 MILLED HMA CORRUGATIONS | | | 0014 401-06264 LUMP| 6500.00000 6500.00| 2700.00000 2700.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0015 406-05520 60.000 Mg | 200.00000 12000.00| 165.00000 9900.00| 250.00000 15000.00 ASPHALT FOR TACK COAT | | | 0016 506-06333 3410.000 m2 | 94.00000 320540.00| 92.00000 313720.00| 89.50000 305195.00 PCCP PATCHING, FULL DEPTH | | | 0017 601-01115 12.000 m | 105.00000 1260.00| 105.00000 1260.00| 107.00000 1284.00 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0018 601-01625 2.000 EACH| 1265.00000 2530.00| 1265.00000 2530.00| 1265.00000 2530.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0019 601-06037 2.000 EACH| 630.00000 1260.00| 630.00000 1260.00| 635.00000 1270.00 GUARDRAIL END TREATMENT, I | | | 0020 601-94689 2.000 EACH| 2200.00000 4400.00| 2200.00000 4400.00| 2250.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-94690 4.000 EACH| 3145.00000 12580.00| 3145.00000 12580.00| 3150.00000 12600.00 GUARDRAIL END TREATMENT, MS | | | 0022 601-99105 350.000 m | 34.50000 12075.00| 34.50000 12075.00| 35.00000 12250.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 3820.000 Mg | 46.00000 175720.00| 45.00000 171900.00| 50.00000 191000.00 HMA FOR APPROACHES , QC/QA MIXES | | | 0024 801-01093 16.000 EACH| 1275.00000 20400.00| 1330.00000 21280.00| 1375.00000 22000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0025 801-06203 2200.000 m | 0.50000 1100.00| 0.82000 1804.00| 3.50000 7700.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 2200.000 m | 2.50000 5500.00| 3.00000 6600.00| 5.00000 11000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 36.000 EACH| 150.00000 5400.00| 150.00000 5400.00| 100.00000 3600.00 CONSTRUCTION SIGN, A | | | 0028 801-06710 240.000 DAY | 17.00000 4080.00| 20.00000 4800.00| 14.50000 3480.00 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 122120.00000 122120.00| 55000.00000 55000.00| 38000.00000 38000.00 MAINTAINING TRAFFIC | | | 0030 805-01843 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 305.00000 1220.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0031 805-02503 1200.000 m | 1.00000 1200.00| 1.00000 1200.00| 1.00000 1200.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,427.91 ROUTE : 66 CALL ORDER : 300 CONTRACT ID : R -25848-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 805-78795 240.000 m | 26.25000 6300.00| 26.25000 6300.00| 26.50000 6360.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0033 805-92951 6.000 EACH| 180.00000 1080.00| 180.00000 1080.00| 182.00000 1092.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0034 808-06701 5400.000 m | 0.74000 3996.00| 0.74000 3996.00| 0.75000 4050.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0035 808-06703 21500.000 m | 0.74000 15910.00| 0.74000 15910.00| 0.75000 16125.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0036 808-75245 21500.000 m | 0.74000 15910.00| 0.74000 15910.00| 0.75000 16125.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0037 808-75297 90.000 m | 10.00000 900.00| 10.00000 900.00| 10.25000 922.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0038 808-75320 18.000 EACH| 60.00000 1080.00| 60.00000 1080.00| 61.00000 1098.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 9.000 EACH| 90.00000 810.00| 90.00000 810.00| 91.00000 819.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 808-75998 1180.000 EACH| 19.50000 23010.00| 19.75000 23305.00| 20.00000 23600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0041 808-97322 2.000 EACH| 160.00000 320.00| 160.00000 320.00| 162.00000 324.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), | | | 3.05 m | | | 0043 202-60822 400.000 m2 | 5.60000 2240.00| 2.40000 960.00| 2.30000 920.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0044 804-04435 184.000 EACH| 3.00000 552.00| 6.10000 1122.40| 6.00000 1104.00 DELINEATOR POST, REMOVE | | | 0045 804-06771 310.000 EACH| 26.00000 8060.00| 24.00000 7440.00| 28.50000 8835.00 DELINEATOR POST, FLEXIBLE | | | 0046 405-05517 60.000 Mg | 335.00000 20100.00| 315.00000 18900.00| 280.00000 16800.00 ASPHALT FOR PRIME COAT | | | 0047 720-44000 3.000 EACH| 625.00000 1875.00| 205.00000 615.00| 450.00000 1350.00 CASTING, ADJUST TO GRADE | | | 0048 616-02320 66.000 m2 | 8.00000 528.00| 3.20000 211.20| 3.50000 231.00 GEOTEXTILES FOR RIPRAP | | | 0049 616-06396 100.000 Mg | 28.25000 2825.00| 31.25000 3125.00| 40.00000 4000.00 RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,540,427.91 ROUTE : 66 CALL ORDER : 300 CONTRACT ID : R -25848-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,310,316.20| $ 3,320,000.00| $ 3,519,148.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,310,316.20| $ 3,320,000.00| $ 3,519,148.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 185 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0173025 0173027 0173025 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,875,977.50 100.0000% 2 35-1878024 RAGLE, INC. $ 6,918,469.42 100.6179% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 7,298,752.41 106.1485% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 7,799,271.37 113.4278% 5 35-1134435 FOERTSCH CONSTRUCTION $ 7,875,542.74 114.5370% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 8,925,819.92 129.8116% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE - STR NO 41-26-8353, CONT. COMPOSITE PRESTRESSED CONC. BULB TEE BEAM | | | 0001 105-01925 23.000 MOS | 1500.00000 34500.00| 1200.00000 27600.00| 1270.95000 29231.85 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 136000.00000 136000.00| 79500.00000 79500.00| 134793.03000 134793.03 CONSTRUCTION ENGINEERING | | | 0005 110-01001 LUMP| 336471.42000 336471.42| 350000.00000 350000.00| 369235.26000 369235.26 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP| 136000.00000 136000.00| 145000.00000 145000.00| 16243.35000 16243.35 CLEARING RIGHT OF WAY | | | 0009 202-02240 22162.000 m2 | 4.75000 105269.50| 3.50000 77567.00| 3.65000 80891.30 PAVEMENT, REMOVE | | | 0010 202-02286 1.000 EACH| 73000.00000 73000.00| 65000.00000 65000.00| 64314.97000 64314.97 PRESENT STRUCTURE, REMOVE | | | 0012 202-03000 LUMP| 9900.00000 9900.00| 8800.00000 8800.00| 7809.30000 7809.30 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0013 202-74040 16.000 EACH| 167.35000 2677.60| 177.50000 2840.00| 597.16000 9554.56 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-74045 37.000 EACH| 57.90000 2142.30| 16.00000 592.00| 16.66000 616.42 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0015 202-74080 1.000 EACH| 1606.50000 1606.50| 400.00000 400.00| 2566.39000 2566.39 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02000 53066.000 m3 | 5.75000 305129.50| 6.79000 360318.14| 7.08000 375707.28 EXCAVATION, COMMON | | | 0017 203-02045 10780.000 m3 | 6.10000 65758.00| 4.10000 44198.00| 4.28000 46138.40 EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 203-02070 3249.000 m3 | 8.15000 26479.35| 6.81000 22125.69| 7.34000 23847.66 BORROW | | | 0019 206-51230 140.700 m3 | 12.00000 1688.40| 20.00000 2814.00| 230.91000 32489.04 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-02060 1616.900 m3 | 19.00000 30721.10| 25.00000 40422.50| 24.99000 40406.33 B BORROW FOR STRUCTURE BACKFILL | | | 0021 211-04422 19892.000 m3 | 40.00000 795680.00| 45.00000 895140.00| 41.59000 827308.28 EXPANDED POLYSTYRENE FILL | | | 0022 303-52308 7827.200 Mg | 20.00000 156544.00| 18.00000 140889.60| 25.43000 199045.70 COMPACTED AGGREGATE, O, 53 | | | 0023 303-97820 2327.000 Mg | 20.00000 46540.00| 19.00000 44213.00| 25.43000 59175.61 AGGREGATE, 8 | | | 0024 304-06464 5345.000 m3 | 55.00000 293975.00| 51.47000 275107.15| 37.88000 202468.60 SUBBASE FOR PCCP | | | 0025 401-06264 LUMP| 3000.00000 3000.00| 1950.00000 1950.00| 2030.42000 2030.42 PROFILOGRAPH, HMA | | | 0026 402-05468 2837.330 Mg | 37.00000 104981.21| 32.65000 92638.82| 34.03000 96554.34 HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05470 1263.000 Mg | 34.00000 42942.00| 34.05000 43005.15| 35.46000 44785.98 HMA BASE C25.0 mm, MAINLINE | | | 0028 402-05474 3807.900 Mg | 38.00000 144700.20| 34.90000 132895.71| 36.39000 138569.48 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 1256.700 Mg | 50.00000 62835.00| 51.85000 65159.90| 54.00000 67861.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 1128.000 Mg | 36.00000 40608.00| 31.95000 36039.60| 33.29000 37551.12 HMA BASE 25.0 mm, SHOULDER | | | 0031 402-05490 313.500 Mg | 42.00000 13167.00| 45.30000 14201.55| 47.17000 14787.80 HMA SURFACE 9.5 mm, SHOULDER | | | 0032 405-05517 7.540 Mg | 400.00000 3016.00| 568.00000 4282.72| 592.24000 4465.49 ASPHALT FOR PRIME COAT | | | 0033 406-05520 8.090 Mg | 200.00000 1618.00| 186.00000 1504.74| 195.12000 1578.52 ASPHALT FOR TACK COAT | | | 0034 501-03489 84.000 EACH| 12.28000 1031.52| 8.10000 680.40| 8.69000 729.96 TIE BAR, RETROFIT | | | 0035 501-05050 1392.100 m2 | 65.00000 90486.50| 65.00000 90486.50| 79.15000 110184.72 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 501-05240 4949.100 m | 18.00000 89083.80| 18.75000 92795.63| 19.55000 96754.91 CONTRACTION JOINT, D1 | | | 0037 501-06266 LUMP| 5000.00000 5000.00| 3201.80000 3201.80| 3436.32000 3436.32 PROFILOGRAPH, PCCP | | | 0038 501-06321 25859.250 m2 | 39.00000 1008510.75| 32.08000 829564.74| 38.92000 1006442.01 QC/QA PCCP, 250 mm | | | 0039 503-05310 78.000 m | 300.00000 23400.00| 750.00000 58500.00| 776.41000 60559.98 TERMINAL JOINT , MODIFIED | | | 0041 601-01625 1.000 EACH| 1925.00000 1925.00| 1925.00000 1925.00| 1244.28000 1244.28 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0042 601-02103 25.300 m | 47.00000 1189.10| 47.00000 1189.10| 53.12000 1343.94 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0043 601-02206 220.000 m | 17.50000 3850.00| 17.50000 3850.00| 27.33000 6012.60 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0044 601-06233 2.000 EACH| 6925.00000 13850.00| 6925.00000 13850.00| 8522.55000 17045.10 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0045 601-94689 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 2394.85000 9579.40 GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 559.400 m | 30.00000 16782.00| 30.00000 16782.00| 41.54000 23237.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 602-01064 56.000 m | 220.00000 12320.00| 287.00000 16072.00| 250.52000 14029.12 BARRIER, CONCRETE | | | 0048 602-06646 3417.000 m | 52.00000 177684.00| 47.00000 160599.00| 68.44000 233859.48 TEMPORARY CONCRETE BARRIER | | | 0049 603-06040 1978.000 m | 13.40000 26505.20| 11.50000 22747.00| 14.60000 28878.80 FENCE, FARM FIELD, 1190 mm | | | 0050 605-06240 470.000 m2 | 54.00000 25380.00| 54.07000 25412.90| 56.36000 26489.20 CENTER CURB, A, CONCRETE , MODIFIED | | | WITH CORRUGATIONS | | | 0051 610-06257 705.000 m2 | 50.00000 35250.00| 70.00000 49350.00| 55.23000 38937.15 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0052 615-06490 17.000 EACH| 105.00000 1785.00| 105.00000 1785.00| 91.63000 1557.71 RIGHT OF WAY MARKER | | | 0053 615-06505 21.000 EACH| 550.00000 11550.00| 430.00000 9030.00| 515.41000 10823.61 MONUMENT, B | | | 0054 615-06515 19.000 EACH| 100.00000 1900.00| 105.00000 1995.00| 119.74000 2275.06 MONUMENT, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 615-06527 2.000 EACH| 400.00000 800.00| 415.00000 830.00| 411.29000 822.58 MONUMENT, SECTION CORNER | | | 0056 616-02320 2094.280 m2 | 2.00000 4188.56| 2.30000 4816.84| 2.14000 4481.76 GEOTEXTILES | | | 0057 616-06405 1665.700 Mg | 25.00000 41642.50| 17.00000 28316.90| 16.93000 28200.30 RIPRAP, REVETMENT | | | 0058 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 687.22000 1374.44 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-02770 2628.000 m2 | 1.90000 4993.20| 1.90000 4993.20| 2.00000 5256.00 EROSION CONTROL BLANKET | | | 0060 621-06545 5.400 Mg | 540.00000 2916.00| 540.00000 2916.00| 286.94000 1549.48 FERTILIZER | | | 0061 621-06553 1134.000 kg | 8.35000 9468.90| 8.35000 9468.90| 8.69000 9854.46 SEED MIXTURE, R | | | 0062 621-06565 26.900 Mg | 485.00000 13046.50| 485.00000 13046.50| 252.50000 6792.25 MULCHING MATERIAL | | | 0063 621-06567 96.000 kL | 1.00000 96.00| 1.00000 96.00| 1.10000 105.60 WATER | | | 0064 621-06574 5337.500 m2 | 4.00000 21350.00| 3.70000 19748.75| 3.86000 20602.75 SODDING | | | 0065 701-51195 1235.100 m | 75.00000 92632.50| 81.00000 100043.10| 76.94000 95028.59 PILE, STEEL H, HP 310 X 79 | | | 0066 701-91792 67.000 EACH| 100.00000 6700.00| 125.00000 8375.00| 81.12000 5435.04 PILE TIP, STEEL H | | | 0067 702-51005 121.900 m3 | 375.00000 45712.50| 550.00000 67045.00| 367.43000 44789.72 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 49.900 m3 | 300.00000 14970.00| 500.00000 24950.00| 232.25000 11589.28 CONCRETE, B, FOOTINGS | | | 0069 703-06029 36343.000 kg | 1.25000 45428.75| 1.30000 47245.90| 1.34000 48699.62 REINFORCING BARS, EPOXY COATED | | | 0070 703-51030 9807.000 kg | 1.10000 10787.70| 1.25000 12258.75| 1.21000 11866.47 REINFORCING STEEL | | | 0071 703-51032 109956.000 kg | 1.25000 137445.00| 1.30000 142942.80| 1.28000 140743.68 REINFORCING STEEL, EPOXY COATED | | | 0072 704-04850 1360.000 m2 | 80.00000 108800.00| 110.00000 149600.00| 107.57000 146295.20 CONCRETE REINFORCED, COPING | | | 0073 704-51002 582.400 m3 | 400.00000 232960.00| 500.00000 291200.00| 419.20000 244142.08 CONCRETE, C, SUPERSTRUCTURE | | | 0074 706-06347 673.000 m | 286.00000 192478.00| 229.00000 154117.00| 296.95000 199847.35 RAILING, CF-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 707-05984 201.300 m | 400.00000 80520.00| 405.00000 81526.50| 282.60000 56887.38 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0076 707-05995 345.600 m | 500.00000 172800.00| 560.00000 193536.00| 500.13000 172844.93 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1524 mm | | | 0077 709-51821 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 3706.82000 3706.82 SURFACE SEAL , STR. NO. 1 | | | 0078 709-51821 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 8027.96000 8027.96 SURFACE SEAL , STR. NO. 2 | | | 0079 711-51070 64.000 EACH| 40.00000 2560.00| 40.00000 2560.00| 21.63000 1384.32 ANCHOR PLATE, AP 1 | | | 0080 715-03476 2.000 EACH| 544.00000 1088.00| 720.00000 1440.00| 749.69000 1499.38 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0081 715-03584 2.000 EACH| 487.00000 974.00| 670.00000 1340.00| 697.63000 1395.26 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0082 715-05048 3206.000 m | 10.00000 32060.00| 7.33000 23499.98| 7.68000 24622.08 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0083 715-05053 386.000 m | 30.00000 11580.00| 18.25000 7044.50| 19.03000 7345.58 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0084 715-05118 24.400 m | 42.00000 1024.80| 88.90000 2169.16| 92.59000 2259.20 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0085 715-05121 106.800 m | 86.00000 9184.80| 73.35000 7833.78| 76.38000 8157.38 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0086 715-05123 61.800 m | 110.00000 6798.00| 126.65000 7826.97| 131.86000 8148.95 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0087 715-05124 21.600 m | 128.00000 2764.80| 153.63000 3318.41| 160.04000 3456.86 PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0088 715-05125 46.300 m | 137.00000 6343.10| 164.24000 7604.31| 171.00000 7917.30 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0089 715-05151 19.900 m | 80.00000 1592.00| 80.42000 1600.36| 83.79000 1667.42 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0090 715-05152 247.000 m | 95.00000 23465.00| 68.69000 16966.43| 71.75000 17722.25 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0091 715-05156 48.700 m | 137.00000 6671.90| 124.89000 6082.14| 130.15000 6338.31 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0092 715-05173 7.400 m | 112.00000 828.80| 121.94000 902.36| 127.00000 939.80 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0093 715-26764 2.000 EACH| 5200.00000 10400.00| 3970.00000 7940.00| 4133.73000 8267.46 GRATED BOX END SECTION, II, 10:1, 450 mm| | | 0094 715-46000 3.000 EACH| 170.00000 510.00| 345.00000 1035.00| 359.23000 1077.69 PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 715-46005 1.000 EACH| 226.00000 226.00| 265.00000 265.00| 275.93000 275.93 PIPE END SECTION, 375 mm | | | 0096 715-46010 5.000 EACH| 288.00000 1440.00| 345.00000 1725.00| 359.23000 1796.15 PIPE END SECTION, 450 mm | | | 0097 715-46020 7.000 EACH| 373.00000 2611.00| 315.00000 2205.00| 327.99000 2295.93 PIPE END SECTION, 600 mm | | | 0098 715-46025 2.000 EACH| 429.00000 858.00| 575.00000 1150.00| 598.71000 1197.42 PIPE END SECTION, 675 mm | | | 0099 715-46030 3.000 EACH| 500.00000 1500.00| 460.00000 1380.00| 478.97000 1436.91 PIPE END SECTION, 750 mm | | | 0100 718-06528 10.000 EACH| 1440.00000 14400.00| 450.00000 4500.00| 145.77000 1457.70 OUTLET PROTECTOR, 1 | | | 0101 718-06529 3.000 EACH| 600.00000 1800.00| 380.00000 1140.00| 145.77000 437.31 OUTLET PROTECTOR, 2 | | | 0102 718-06531 21.000 EACH| 500.00000 10500.00| 340.00000 7140.00| 145.77000 3061.17 OUTLET PROTECTOR, 3 | | | 0103 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.25000 3250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0104 718-52610 725.000 m3 | 50.00000 36250.00| 38.81000 28137.25| 40.45000 29326.25 AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 6492.000 m2 | 1.50000 9738.00| 1.04000 6751.68| 1.10000 7141.20 GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-45075 1.000 EACH| 2800.00000 2800.00| 1910.00000 1910.00| 1988.77000 1988.77 INLET, R13 | | | 0107 720-45265 1.000 EACH| 1500.00000 1500.00| 1385.00000 1385.00| 1442.12000 1442.12 PIPE CATCH BASIN, 375 mm | | | 0108 720-45410 1.000 EACH| 2650.00000 2650.00| 2120.00000 2120.00| 2207.43000 2207.43 MANHOLE, C4 | | | 0109 722-01807 2911.000 m2 | 8.50000 24743.50| 6.50000 18921.50| 8.32000 24219.52 MEMBRANE WATERPROOFING | | | 0110 731-93945 3293.000 m2 | 114.00000 375402.00| 171.50000 564749.50| 165.16000 543871.88 FACE PANELS, CONCRETE | | | 0111 731-93946 3293.000 m2 | 50.00000 164650.00| 47.00000 154771.00| 102.04000 336017.72 WALL ERECTION | | | 0112 801-03290 7.000 EACH| 850.00000 5950.00| 250.00000 1750.00| 452.94000 3170.58 CONSTRUCTION SIGN, C | | | 0113 801-04308 12.000 EACH| 360.00000 4320.00| 360.00000 4320.00| 619.54000 7434.48 ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06203 600.000 m | 1.45000 870.00| 1.35000 810.00| 0.82000 492.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0115 801-06207 5400.000 m | 4.50000 24300.00| 2.80000 15120.00| 3.08000 16632.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 801-06605 21.000 EACH| 250.00000 5250.00| 250.00000 5250.00| 208.25000 4373.25 BARRICADE, IIIA | | | 0117 801-06606 10.000 EACH| 300.00000 3000.00| 300.00000 3000.00| 234.28000 2342.80 BARRICADE, IIIB | | | 0118 801-06625 12.000 EACH| 175.00000 2100.00| 175.00000 2100.00| 93.71000 1124.52 DETOUR ROUTE MARKER ASSEMBLY | | | 0119 801-06640 32.000 EACH| 225.00000 7200.00| 225.00000 7200.00| 171.80000 5497.60 CONSTRUCTION SIGN, A | | | 0120 801-06645 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 41.65000 166.60 CONSTRUCTION SIGN, B | | | 0121 801-06775 LUMP| 99000.00000 99000.00| 59000.00000 59000.00| 125137.02000 125137.02 MAINTAINING TRAFFIC | | | 0122 802-02293 9.000 m3 | 500.00000 4500.00| 440.00000 3960.00| 599.22000 5392.98 CONCRETE, SIGN FOUNDATION | | | 0123 802-05701 38.690 m | 26.74000 1034.57| 30.00000 1160.70| 9.58000 370.65 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0124 802-05702 137.740 m | 17.77000 2447.64| 24.50000 3374.63| 10.24000 1410.46 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0125 802-07048 2.000 EACH| 2296.70000 4593.40| 3150.00000 6300.00| 3279.91000 6559.82 TRAFFIC SIGN SUPPORT FOUNDATION, II | | | 0126 802-76015 106.500 m2 | 154.95000 16502.18| 200.00000 21300.00| 208.50000 22205.25 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0127 802-76025 4.620 m2 | 103.13000 476.46| 150.00000 693.00| 208.50000 963.27 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0128 802-76035 34.520 m2 | 101.94000 3518.97| 156.25000 5393.75| 162.75000 5618.13 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0129 802-76095 2391.600 kg | 3.24000 7748.78| 3.96000 9470.74| 4.12000 9853.39 STRUCTURAL STEEL, BREAKAWAY | | | 0130 802-76140 2.000 EACH| 14456.00000 28912.00| 16100.00000 32200.00| 16763.97000 33527.94 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0131 802-76175 7.200 m | 573.75000 4131.00| 510.00000 3672.00| 532.91000 3836.95 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0133 808-03631 2972.000 m | 2.55000 7578.60| 2.30000 6835.60| 2.53000 7519.16 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0134 808-03632 3280.000 m | 2.55000 8364.00| 2.30000 7544.00| 2.53000 8298.40 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 808-05534 314.000 m | 14.50000 4553.00| 13.00000 4082.00| 5.15000 1617.10 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0136 808-06702 819.000 m | 1.28000 1048.32| 1.28000 1048.32| 1.57000 1285.83 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0137 808-06703 3023.000 m | 1.02000 3083.46| 1.02000 3083.46| 1.21000 3657.83 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0138 808-06705 1054.000 m | 2.04000 2150.16| 2.04000 2150.16| 2.66000 2803.64 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0139 808-06716 600.000 m | 2.90000 1740.00| 5.80000 3480.00| 2.10000 1260.00 LINE, REMOVE | | | 0140 808-75061 33.000 m | 2.90000 95.70| 2.90000 95.70| 3.12000 102.96 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0141 808-75067 16.000 m | 25.00000 400.00| 25.00000 400.00| 24.25000 388.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0142 808-75245 2700.000 m | 1.02000 2754.00| 1.02000 2754.00| 1.21000 3267.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0143 808-75272 136.000 m | 9.70000 1319.20| 9.70000 1319.20| 9.94000 1351.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0144 808-75297 10.000 m | 9.70000 97.00| 9.70000 97.00| 20.14000 201.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0145 808-75510 134.000 m | 25.00000 3350.00| 25.00000 3350.00| 22.41000 3002.94 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0146 808-75998 389.000 EACH| 23.30000 9063.70| 25.70000 9997.30| 27.07000 10530.23 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0147 501-04771 LUMP| 2500.00000 2500.00| 2521.93000 2521.93| 2707.23000 2707.23 CORING CONCRETE PAVEMENT | | | 0148 202-02241 1227.000 m | 6.35000 7791.45| 6.00000 7362.00| 5.81000 7128.87 GUARDRAIL, REMOVE | | | 0149 202-74025 1978.000 m | 6.00000 11868.00| 2.00000 3956.00| 3.67000 7259.26 FENCE, REMOVE | | | 0150 601-02800 7.000 EACH| 1085.00000 7595.00| 975.00000 6825.00| 937.12000 6559.84 GUARDRAIL TRANSITION, TGT | | | 0151 205-02234 13.000 EACH| 75.00000 975.00| 50.00000 650.00| 78.09000 1015.17 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 205-02229 98.800 m | 13.80000 1363.44| 9.00000 889.20| 47.83000 4725.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0154 205-02231 115.000 m | 50.00000 5750.00| 36.00000 4140.00| 10.24000 1177.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0155 205-02236 9.000 EACH| 120.00000 1080.00| 50.00000 450.00| 14.58000 131.22 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0156 801-06201 18.250 m2 | 274.39000 5007.62| 250.00000 4562.50| 239.28000 4366.86 TEMPORARY PANEL SIGNS | | | 0157 801-06202 32.000 m | 46.62000 1491.84| 20.00000 640.00| 138.42000 4429.44 TEMPORARY PANEL SIGN SUPPORTS | | | 0158 715-05028 5.600 m | 80.00000 448.00| 87.98000 492.69| 91.90000 514.64 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0159 715-05048 3.000 m | 125.00000 375.00| 18.01000 54.03| 18.80000 56.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0160 808-06193 2.000 EACH| 225.00000 450.00| 225.00000 450.00| 275.93000 551.86 PAVEMENT MESSAGE MARKINGS, EPOXY, WRONG | | | WAY RAMP ARROW | | | 0161 808-74811 33.000 m | 3.25000 107.25| 2.90000 95.70| 6.82000 225.06 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0162 808-04767 16.000 m | 45.00000 720.00| 40.00000 640.00| 30.74000 491.84 LINE | | | SECTION TOTALS | $ 6,875,977.50| $ 6,918,469.42| $ 7,298,752.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,875,977.50| $ 6,918,469.42| $ 7,298,752.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE - STR NO 41-26-8353, CONT. COMPOSITE PRESTRESSED CONC. BULB TEE BEAM | | | 0001 105-01925 23.000 MOS | 947.19000 21785.37| 1500.00000 34500.00| 2375.00000 54625.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 99540.00000 99540.00| 150000.00000 150000.00| 172000.00000 172000.00 CONSTRUCTION ENGINEERING | | | 0005 110-01001 LUMP| 389300.00000 389300.00| 398250.00000 398250.00| 446000.00000 446000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP| 15954.26500 15954.26| 150000.00000 150000.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 22162.000 m2 | 3.58000 79339.96| 4.25000 94188.50| 9.70000 214971.40 PAVEMENT, REMOVE | | | 0010 202-02286 1.000 EACH| 69245.92000 69245.92| 125000.00000 125000.00| 145000.00000 145000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-03000 LUMP| 15340.63000 15340.63| 5000.00000 5000.00| 7800.00000 7800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0013 202-74040 16.000 EACH| 343.19000 5491.04| 175.22000 2803.52| 180.00000 2880.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-74045 37.000 EACH| 68.63000 2539.31| 60.80000 2249.60| 62.00000 2294.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0015 202-74080 1.000 EACH| 343.19000 343.19| 1686.83000 1686.83| 1725.00000 1725.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0016 203-02000 53066.000 m3 | 6.94000 368278.04| 4.15000 220223.90| 10.10000 535966.60 EXCAVATION, COMMON | | | 0017 203-02045 10780.000 m3 | 4.19000 45168.20| 8.00000 86240.00| 10.30000 111034.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 203-02070 3249.000 m3 | 7.20000 23392.80| 8.00000 25992.00| 16.30000 52958.70 BORROW | | | 0019 206-51230 140.700 m3 | 250.02000 35177.81| 30.00000 4221.00| 22.00000 3095.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-02060 1616.900 m3 | 22.27000 36008.36| 24.50000 39614.05| 26.00000 42039.40 B BORROW FOR STRUCTURE BACKFILL | | | 0021 211-04422 19892.000 m3 | 45.43000 903693.56| 42.23000 840039.16| 66.80000 1328785.60 EXPANDED POLYSTYRENE FILL | | | 0022 303-52308 7827.200 Mg | 19.07000 149264.70| 18.25000 142846.40| 20.40000 159674.88 COMPACTED AGGREGATE, O, 53 | | | 0023 303-97820 2327.000 Mg | 27.54000 64085.58| 18.20000 42351.40| 20.20000 47005.40 AGGREGATE, 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 304-06464 5345.000 m3 | 107.01000 571968.45| 67.40000 360253.00| 39.00000 208455.00 SUBBASE FOR PCCP | | | 0025 401-06264 LUMP| 1994.28000 1994.28| 2520.00000 2520.00| 3500.00000 3500.00 PROFILOGRAPH, HMA | | | 0026 402-05468 2837.330 Mg | 33.39000 94738.45| 42.53000 120671.64| 42.90000 121721.46 HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05470 1263.000 Mg | 34.82000 43977.66| 40.95000 51719.85| 38.30000 48372.90 HMA BASE C25.0 mm, MAINLINE | | | 0028 402-05474 3807.900 Mg | 35.69000 135903.95| 43.05000 163930.10| 38.40000 146223.36 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 1256.700 Mg | 53.03000 66642.80| 51.45000 64657.22| 51.90000 65222.73 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 1128.000 Mg | 32.68000 36863.04| 42.53000 47973.84| 37.90000 42751.20 HMA BASE 25.0 mm, SHOULDER | | | 0031 402-05490 313.500 Mg | 46.33000 14524.46| 51.45000 16129.58| 51.90000 16270.65 HMA SURFACE 9.5 mm, SHOULDER | | | 0032 405-05517 7.540 Mg | 580.90000 4379.99| 420.00000 3166.80| 430.00000 3242.20 ASPHALT FOR PRIME COAT | | | 0033 406-05520 8.090 Mg | 190.22000 1538.88| 262.50000 2123.63| 280.00000 2265.20 ASPHALT FOR TACK COAT | | | 0034 501-03489 84.000 EACH| 25.00000 2100.00| 7.83000 657.72| 9.00000 756.00 TIE BAR, RETROFIT | | | 0035 501-05050 1392.100 m2 | 52.00000 72389.20| 54.45000 75799.85| 33.50000 46635.35 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | 0036 501-05240 4949.100 m | 28.50000 141049.35| 21.58000 106801.58| 24.00000 118778.40 CONTRACTION JOINT, D1 | | | 0037 501-06266 LUMP| 5000.00000 5000.00| 19440.00000 19440.00| 22000.00000 22000.00 PROFILOGRAPH, PCCP | | | 0038 501-06321 25859.250 m2 | 36.50000 943862.63| 34.65000 896023.01| 39.74000 1027646.60 QC/QA PCCP, 250 mm | | | 0039 503-05310 78.000 m | 1199.00000 93522.00| 321.00000 25038.00| 314.00000 24492.00 TERMINAL JOINT , MODIFIED | | | 0041 601-01625 1.000 EACH| 1738.61000 1738.61| 1254.75000 1254.75| 1800.00000 1800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0042 601-02103 25.300 m | 52.16000 1319.65| 51.98000 1315.09| 54.00000 1366.20 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0043 601-02206 220.000 m | 34.77000 7649.40| 27.22000 5988.40| 36.00000 7920.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 601-06233 2.000 EACH| 7465.78000 14931.56| 8594.25000 17188.50| 7730.00000 15460.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0045 601-94689 4.000 EACH| 2352.23000 9408.92| 2362.50000 9450.00| 2430.00000 9720.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 559.400 m | 31.70000 17732.98| 41.90000 23438.86| 32.80000 18348.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 602-01064 56.000 m | 271.24000 15189.44| 505.68000 28318.08| 144.00000 8064.00 BARRIER, CONCRETE | | | 0048 602-06646 3417.000 m | 68.21000 233073.57| 49.26000 168321.42| 86.00000 293862.00 TEMPORARY CONCRETE BARRIER | | | 0049 603-06040 1978.000 m | 10.74000 21243.72| 14.71000 29096.38| 11.10000 21955.80 FENCE, FARM FIELD, 1190 mm | | | 0050 605-06240 470.000 m2 | 70.87000 33308.90| 51.98000 24430.60| 92.00000 43240.00 CENTER CURB, A, CONCRETE , MODIFIED | | | WITH CORRUGATIONS | | | 0051 610-06257 705.000 m2 | 59.80000 42159.00| 65.00000 45825.00| 59.00000 41595.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0052 615-06490 17.000 EACH| 127.84000 2173.28| 92.40000 1570.80| 130.00000 2210.00 RIGHT OF WAY MARKER | | | 0053 615-06505 21.000 EACH| 434.65000 9127.65| 519.75000 10914.75| 450.00000 9450.00 MONUMENT, B | | | 0054 615-06515 19.000 EACH| 102.27000 1943.13| 120.75000 2294.25| 106.00000 2014.00 MONUMENT, D | | | 0055 615-06527 2.000 EACH| 281.24000 562.48| 414.75000 829.50| 292.00000 584.00 MONUMENT, SECTION CORNER | | | 0056 616-02320 2094.280 m2 | 2.10000 4397.99| 2.00000 4188.56| 2.40000 5026.27 GEOTEXTILES | | | 0057 616-06405 1665.700 Mg | 16.59000 27633.96| 21.75000 36228.98| 26.90000 44807.33 RIPRAP, REVETMENT | | | 0058 621-01004 2.000 EACH| 674.99000 1349.98| 693.00000 1386.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-02770 2628.000 m2 | 1.94000 5098.32| 2.00000 5256.00| 2.00000 5256.00 EROSION CONTROL BLANKET | | | 0060 621-06545 5.400 Mg | 552.26000 2982.20| 567.00000 3061.80| 560.00000 3024.00 FERTILIZER | | | 0061 621-06553 1134.000 kg | 8.54000 9684.36| 9.77000 11079.18| 8.50000 9639.00 SEED MIXTURE, R | | | 0062 621-06565 26.900 Mg | 496.01000 13342.67| 509.25000 13698.83| 505.00000 13584.50 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 621-06567 96.000 kL | 1.02000 97.92| 1.05000 100.80| 1.00000 96.00 WATER | | | 0064 621-06574 5337.500 m2 | 3.78000 20175.75| 3.89000 20762.88| 3.90000 20816.25 SODDING | | | 0065 701-51195 1235.100 m | 83.31000 102896.18| 105.00000 129685.50| 118.00000 145741.80 PILE, STEEL H, HP 310 X 79 | | | 0066 701-91792 67.000 EACH| 87.84000 5885.28| 105.00000 7035.00| 136.00000 9112.00 PILE TIP, STEEL H | | | 0067 702-51005 121.900 m3 | 397.85000 48497.92| 445.00000 54245.50| 518.00000 63144.20 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 49.900 m3 | 251.47000 12548.35| 425.00000 21207.50| 472.00000 23552.80 CONCRETE, B, FOOTINGS | | | 0069 703-06029 36343.000 kg | 1.44000 52333.92| 1.30000 47245.90| 1.36000 49426.48 REINFORCING BARS, EPOXY COATED | | | 0070 703-51030 9807.000 kg | 1.33000 13043.31| 1.20000 11768.40| 1.22000 11964.54 REINFORCING STEEL | | | 0071 703-51032 109956.000 kg | 1.40000 153938.40| 1.30000 142942.80| 1.36000 149540.16 REINFORCING STEEL, EPOXY COATED | | | 0072 704-04850 1360.000 m2 | 116.48000 158412.80| 330.00000 448800.00| 47.00000 63920.00 CONCRETE REINFORCED, COPING | | | 0073 704-51002 582.400 m3 | 453.91000 264357.18| 550.00000 320320.00| 572.00000 333132.80 CONCRETE, C, SUPERSTRUCTURE | | | 0074 706-06347 673.000 m | 268.97000 181016.81| 241.58000 162583.34| 278.00000 187094.00 RAILING, CF-1 | | | 0075 707-05984 201.300 m | 318.86000 64186.52| 372.00000 74883.60| 312.00000 62805.60 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0076 707-05995 345.600 m | 530.04000 183181.82| 535.00000 184896.00| 512.00000 176947.20 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1524 mm | | | 0077 709-51821 LUMP| 7670.32000 7670.32| 8221.50000 8221.50| 7900.00000 7900.00 SURFACE SEAL , STR. NO. 1 | | | 0078 709-51821 LUMP| 3579.48000 3579.48| 3916.50000 3916.50| 3800.00000 3800.00 SURFACE SEAL , STR. NO. 2 | | | 0079 711-51070 64.000 EACH| 23.42000 1498.88| 25.00000 1600.00| 128.00000 8192.00 ANCHOR PLATE, AP 1 | | | 0080 715-03476 2.000 EACH| 736.35000 1472.70| 658.00000 1316.00| 812.00000 1624.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0081 715-03584 2.000 EACH| 685.21000 1370.42| 550.00000 1100.00| 472.00000 944.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0082 715-05048 3206.000 m | 7.88000 25263.28| 6.00000 19236.00| 24.00000 76944.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 715-05053 386.000 m | 29.70000 11464.20| 20.50000 7913.00| 38.00000 14668.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0084 715-05118 24.400 m | 90.91000 2218.20| 66.00000 1610.40| 129.00000 3147.60 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0085 715-05121 106.800 m | 75.01000 8011.07| 79.00000 8437.20| 163.00000 17408.40 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0086 715-05123 61.800 m | 129.52000 8004.34| 90.00000 5562.00| 174.00000 10753.20 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0087 715-05124 21.600 m | 157.11000 3393.58| 125.00000 2700.00| 211.00000 4557.60 PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0088 715-05125 46.300 m | 167.96000 7776.55| 175.00000 8102.50| 246.00000 11389.80 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0089 715-05151 19.900 m | 82.25000 1636.78| 65.60000 1305.44| 142.00000 2825.80 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0090 715-05152 247.000 m | 70.24000 17349.28| 75.44000 18633.68| 152.00000 37544.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0091 715-05156 48.700 m | 127.72000 6219.96| 140.00000 6818.00| 189.00000 9204.30 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0092 715-05173 7.400 m | 124.70000 922.78| 90.00000 666.00| 234.00000 1731.60 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0093 715-26764 2.000 EACH| 4060.15000 8120.30| 2000.00000 4000.00| 5165.00000 10330.00 GRATED BOX END SECTION, II, 10:1, 450 mm| | | 0094 715-46000 3.000 EACH| 352.83000 1058.49| 125.00000 375.00| 245.00000 735.00 PIPE END SECTION, 300 mm | | | 0095 715-46005 1.000 EACH| 271.02000 271.02| 150.00000 150.00| 290.00000 290.00 PIPE END SECTION, 375 mm | | | 0096 715-46010 5.000 EACH| 352.83000 1764.15| 175.00000 875.00| 335.00000 1675.00 PIPE END SECTION, 450 mm | | | 0097 715-46020 7.000 EACH| 322.15000 2255.05| 250.00000 1750.00| 360.00000 2520.00 PIPE END SECTION, 600 mm | | | 0098 715-46025 2.000 EACH| 588.06000 1176.12| 600.00000 1200.00| 585.00000 1170.00 PIPE END SECTION, 675 mm | | | 0099 715-46030 3.000 EACH| 470.45000 1411.35| 400.00000 1200.00| 715.00000 2145.00 PIPE END SECTION, 750 mm | | | 0100 718-06528 10.000 EACH| 511.35000 5113.50| 550.00000 5500.00| 565.00000 5650.00 OUTLET PROTECTOR, 1 | | | 0101 718-06529 3.000 EACH| 511.35000 1534.05| 550.00000 1650.00| 440.00000 1320.00 OUTLET PROTECTOR, 2 | | | 0102 718-06531 21.000 EACH| 357.95000 7516.95| 600.00000 12600.00| 390.00000 8190.00 OUTLET PROTECTOR, 3 | | | 0103 718-06532 1000.000 m | 3.07000 3070.00| 3.15000 3150.00| 3.40000 3400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 718-52610 725.000 m3 | 50.45000 36576.25| 25.00000 18125.00| 31.00000 22475.00 AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 6492.000 m2 | 0.97000 6297.24| 1.50000 9738.00| 2.10000 13633.20 GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-45075 1.000 EACH| 1953.37000 1953.37| 1400.00000 1400.00| 2030.00000 2030.00 INLET, R13 | | | 0107 720-45265 1.000 EACH| 1416.45000 1416.45| 850.00000 850.00| 1745.00000 1745.00 PIPE CATCH BASIN, 375 mm | | | 0108 720-45410 1.000 EACH| 2168.14000 2168.14| 3500.00000 3500.00| 5975.00000 5975.00 MANHOLE, C4 | | | 0109 722-01807 2911.000 m2 | 8.80000 25616.80| 39.00000 113529.00| 3.40000 9897.40 MEMBRANE WATERPROOFING | | | 0110 731-93945 3293.000 m2 | 200.64000 660707.52| 160.00000 526880.00| 173.00000 569689.00 FACE PANELS, CONCRETE | | | 0111 731-93946 3293.000 m2 | 110.52000 363942.36| 115.00000 378695.00| 96.00000 316128.00 WALL ERECTION | | | 0112 801-03290 7.000 EACH| 500.00000 3500.00| 747.18000 5230.26| 270.00000 1890.00 CONSTRUCTION SIGN, C | | | 0113 801-04308 12.000 EACH| 595.00000 7140.00| 624.75000 7497.00| 390.00000 4680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06203 600.000 m | 0.79000 474.00| 0.83000 498.00| 1.50000 900.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0115 801-06207 5400.000 m | 3.02000 16308.00| 3.10000 16740.00| 3.80000 20520.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0116 801-06605 21.000 EACH| 204.54000 4295.34| 210.00000 4410.00| 270.00000 5670.00 BARRICADE, IIIA | | | 0117 801-06606 10.000 EACH| 230.11000 2301.10| 236.25000 2362.50| 325.00000 3250.00 BARRICADE, IIIB | | | 0118 801-06625 12.000 EACH| 92.04000 1104.48| 94.50000 1134.00| 190.00000 2280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0119 801-06640 32.000 EACH| 168.75000 5400.00| 173.25000 5544.00| 230.00000 7360.00 CONSTRUCTION SIGN, A | | | 0120 801-06645 4.000 EACH| 40.91000 163.64| 42.00000 168.00| 54.00000 216.00 CONSTRUCTION SIGN, B | | | 0121 801-06775 LUMP| 52241.92000 52241.92| 95000.00000 95000.00| 235000.00000 235000.00 MAINTAINING TRAFFIC | | | 0122 802-02293 9.000 m3 | 755.27000 6797.43| 525.00000 4725.00| 530.00000 4770.00 CONCRETE, SIGN FOUNDATION | | | 0123 802-05701 38.690 m | 31.39000 1214.48| 28.08000 1086.42| 30.00000 1160.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 802-05702 137.740 m | 27.11000 3734.13| 18.66000 2570.23| 19.00000 2617.06 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0125 802-07048 2.000 EACH| 3184.11000 6368.22| 2411.54000 4823.08| 2360.00000 4720.00 TRAFFIC SIGN SUPPORT FOUNDATION, II | | | 0126 802-76015 106.500 m2 | 166.68000 17751.42| 162.70000 17327.55| 165.00000 17572.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0127 802-76025 4.620 m2 | 158.43000 731.95| 108.29000 500.30| 110.00000 508.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0128 802-76035 34.520 m2 | 115.68000 3993.27| 107.04000 3695.02| 108.00000 3728.16 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0129 802-76095 2391.600 kg | 4.46000 10666.54| 3.40000 8131.44| 48.70000 116470.92 STRUCTURAL STEEL, BREAKAWAY | | | 0130 802-76140 2.000 EACH| 15192.62000 30385.24| 15178.80000 30357.60| 15300.00000 30600.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0131 802-76175 7.200 m | 821.71000 5916.31| 602.44000 4337.57| 610.00000 4392.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0133 808-03631 2972.000 m | 2.49000 7400.28| 2.55000 7578.60| 2.70000 8024.40 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0134 808-03632 3280.000 m | 2.49000 8167.20| 2.55000 8364.00| 2.70000 8856.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0135 808-05534 314.000 m | 5.06000 1588.84| 5.20000 1632.80| 15.40000 4835.60 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0136 808-06702 819.000 m | 1.51000 1236.69| 1.55000 1269.45| 1.40000 1146.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0137 808-06703 3023.000 m | 1.21000 3657.83| 1.24000 3748.52| 1.10000 3325.30 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0138 808-06705 1054.000 m | 2.62000 2761.48| 2.69000 2835.26| 2.20000 2318.80 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0139 808-06716 600.000 m | 2.05000 1230.00| 2.10000 1260.00| 2.80000 1680.00 LINE, REMOVE | | | 0140 808-75061 33.000 m | 3.03000 99.99| 3.11000 102.63| 3.20000 105.60 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0141 808-75067 16.000 m | 23.76000 380.16| 24.37000 389.92| 27.00000 432.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 808-75245 2700.000 m | 1.21000 3267.00| 1.24000 3348.00| 1.20000 3240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0143 808-75272 136.000 m | 9.74000 1324.64| 10.00000 1360.00| 10.20000 1387.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0144 808-75297 10.000 m | 19.80000 198.00| 20.33000 203.30| 10.50000 105.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0145 808-75510 134.000 m | 21.99000 2946.66| 22.58000 3025.72| 27.00000 3618.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0146 808-75998 389.000 EACH| 23.83000 9269.87| 24.47000 9518.83| 25.00000 9725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0147 501-04771 LUMP| 2000.00000 2000.00| 3780.00000 3780.00| 17000.00000 17000.00 CORING CONCRETE PAVEMENT | | | 0148 202-02241 1227.000 m | 9.20000 11288.40| 5.78000 7092.06| 9.50000 11656.50 GUARDRAIL, REMOVE | | | 0149 202-74025 1978.000 m | 2.56000 5063.68| 2.63000 5202.14| 2.60000 5142.80 FENCE, REMOVE | | | 0150 601-02800 7.000 EACH| 1124.98000 7874.86| 945.00000 6615.00| 1165.00000 8155.00 GUARDRAIL TRANSITION, TGT | | | 0151 205-02234 13.000 EACH| 76.70000 997.10| 78.75000 1023.75| 115.00000 1495.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0153 205-02229 98.800 m | 14.11000 1394.07| 14.49000 1431.61| 15.00000 1482.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0154 205-02231 115.000 m | 40.91000 4704.65| 37.35000 4295.25| 36.00000 4140.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0155 205-02236 9.000 EACH| 76.70000 690.30| 100.00000 900.00| 65.00000 585.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0156 801-06201 18.250 m2 | 233.01000 4252.43| 288.11000 5258.01| 280.00000 5110.00 TEMPORARY PANEL SIGNS | | | 0157 801-06202 32.000 m | 134.02000 4288.64| 48.95000 1566.40| 48.00000 1536.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0158 715-05028 5.600 m | 89.98000 503.89| 35.00000 196.00| 73.00000 408.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0159 715-05048 3.000 m | 51.14000 153.42| 50.00000 150.00| 41.00000 123.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 310 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,111,468.47 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : R -25885-A COUNTIES : GIBSON LETTING DATE : 11/20/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1134435 |(6) 35-1009310 |HUNT PAVING COMPANY, INC. |FOERTSCH CONSTRUCTION |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 808-06193 2.000 EACH| 271.02000 542.04| 278.25000 556.50| 280.00000 560.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WRONG | | | WAY RAMP ARROW | | | 0161 808-74811 33.000 m | 6.65000 219.45| 6.83000 225.39| 3.40000 112.20 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0162 808-04767 16.000 m | 27.10000 433.60| 27.83000 445.28| 48.00000 768.00 LINE | | | SECTION TOTALS | $ 7,799,271.37| $ 7,875,542.74| $ 8,925,819.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,799,271.37| $ 7,875,542.74| $ 8,925,819.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/14/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 099100B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 144,994.39 100.0000% 2 35-1139301 E & B PAVING, INC. $ 173,532.42 119.6821% 3 35-1058755 BAKER & SCHULTZ, INC. $ 191,226.45 131.8854% 4 35-1486233 GEIGER DEVELOPING INC. $ 195,490.48 134.8262% 5 35-1991044 JOHNSON COMPANY INC. $ 196,336.49 135.4097% 6 35-1438272 DAVES EXCAVATING, INC. $ 206,366.85 142.3274% 7 35-1021375 BERCOT GIBSON CONSTRUCTION $ 209,905.60 144.7680% 8 35-1817530 PIONEER ASSOCIATES, INC. $ 245,381.69 169.2352% 9 35-0997978 PHEND & BROWN, INC. $ 257,783.21 177.7884% 10 35-1489621 HRP CONSTRUCTION, INC. $ 273,927.49 188.9228% 11 35-1817574 YARDBERRY LANDSCAPE $ 281,489.32 194.1380% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1139301 |(3) 35-1058755 |ALPHA EXCAVATING & LANDSCAPI|E & B PAVING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 875.00000 5250.00| 890.00000 5340.00| 900.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4250.00000 4250.00| 2900.00000 2900.00| 4200.00000 4200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6900.00000 6900.00| 2750.00000 2750.00| 9500.00000 9500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100.00000 100.00| 3000.00000 3000.00| 4265.00000 4265.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 509.000 m2 | 4.80000 2443.20| 5.00000 2545.00| 12.50000 6362.50 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 5591.00000 5591.00| 14773.00000 14773.00| 15925.00000 15925.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 4.00000 808.00| 9.75000 1969.50| 15.00000 3030.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 368.600 m3 | 8.25000 3040.95| 13.90000 5123.54| 16.70000 6155.62 EXCAVATION, COMMON | | | 0009 203-51223 488.000 m3 | 13.00000 6344.00| 22.35000 10906.80| 18.50000 9028.00 EXCAVATION, WATERWAY | | | 0010 205-06933 1.000 EACH| 90.00000 90.00| 75.00000 75.00| 75.00000 75.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1139301 |(3) 35-1058755 |ALPHA EXCAVATING & LANDSCAPI|E & B PAVING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-06937 300.000 m | 2.60000 780.00| 5.56000 1668.00| 5.56000 1668.00 TEMPORARY SILT FENCE | | | 0012 207-02045 432.000 m3 | 5.50000 2376.00| 4.00000 1728.00| 13.90000 6004.80 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 282.600 m3 | 18.50000 5228.10| 50.00000 14130.00| 30.22000 8540.17 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 506.700 Mg | 15.30000 7752.51| 14.88000 7539.70| 14.88000 7539.70 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.200 Mg | 45.00000 9864.00| 32.10000 7036.32| 32.10000 7036.32 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 72.600 Mg | 46.00000 3339.60| 39.35000 2856.81| 39.35000 2856.81 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 65.100 Mg | 49.00000 3189.90| 43.00000 2799.30| 43.00000 2799.30 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 80.600 Mg | 40.00000 3224.00| 37.50000 3022.50| 37.50000 3022.50 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05490 25.200 Mg | 50.00000 1260.00| 43.00000 1083.60| 43.00000 1083.60 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 404-05514 208.000 m2 | 2.50000 520.00| 3.50000 728.00| 3.50000 728.00 SEAL COAT, 5 | | | 0021 405-05518 919.000 m2 | 2.00000 1838.00| 1.50000 1378.50| 1.50000 1378.50 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2355.000 m2 | 0.25000 588.75| 0.08000 188.40| 0.08000 188.40 ASPHALT FOR TACK COAT | | | 0023 610-05527 139.800 Mg | 50.00000 6990.00| 48.00000 6710.40| 48.00000 6710.40 HMA FOR APPROACHES | | | 0024 616-02320 92.000 m2 | 2.25000 207.00| 1.50000 138.00| 2.70000 248.40 GEOTEXTILES | | | 0025 616-06405 30.000 Mg | 18.00000 540.00| 22.10000 663.00| 23.55000 706.50 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 395.00000 395.00| 375.00000 375.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06555 13.600 kg | 56.50000 768.40| 53.90000 733.04| 53.90000 733.04 SEED MIXTURE, P | | | 0028 621-06559 1514.000 m2 | 0.57000 862.98| 0.54000 817.56| 0.54000 817.56 MULCHED SEEDING, R | | | 0029 622-98200 4.000 EACH| 26.20000 104.80| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0030 702-51005 9.300 m3 | 325.00000 3022.50| 780.00000 7254.00| 540.00000 5022.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1139301 |(3) 35-1058755 |ALPHA EXCAVATING & LANDSCAPI|E & B PAVING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 702-51015 13.300 m3 | 285.00000 3790.50| 525.00000 6982.50| 540.00000 7182.00 CONCRETE, B, FOOTINGS | | | 0032 703-51030 1138.000 kg | 1.60000 1820.80| 1.10000 1251.80| 1.25000 1422.50 REINFORCING STEEL | | | 0033 714-26713 32.920 m | 1245.00000 40985.40| 1399.15000 46060.02| 1400.00000 46088.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0034 715-05121 21.000 m | 100.00000 2100.00| 109.25000 2294.25| 139.65000 2932.65 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0035 715-35000 30.000 m | 25.00000 750.00| 1.00000 30.00| 36.55000 1096.50 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0036 715-35005 30.000 m | 30.00000 900.00| 1.00000 30.00| 52.65000 1579.50 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0037 715-35010 30.000 m | 35.00000 1050.00| 1.00000 30.00| 73.10000 2193.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0038 715-46010 1.000 EACH| 250.00000 250.00| 275.00000 275.00| 211.30000 211.30 PIPE END SECTION, 450 mm | | | 0039 801-04308 4.000 EACH| 195.00000 780.00| 185.00000 740.00| 185.00000 740.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 94.00000 752.00| 90.00000 720.00| 90.00000 720.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 110.00000 440.00| 105.00000 420.00| 105.00000 420.00 BARRICADE, IIIB | | | 0042 801-06625 14.000 EACH| 49.40000 691.60| 47.00000 658.00| 47.00000 658.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH| 57.75000 808.50| 55.00000 770.00| 55.00000 770.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 1500.00000 1500.00| 2300.00000 2300.00| 2900.00000 2900.00 MAINTAINING TRAFFIC | | | 0045 802-76055 8.600 m | 43.00000 369.80| 41.00000 352.60| 41.00000 352.60 SIGN POST, A | | | 0046 804-06770 2.000 EACH| 48.35000 96.70| 46.00000 92.00| 46.00000 92.00 DELINEATOR POST | | | 0047 808-06712 72.000 m | 0.20000 14.40| 0.19000 13.68| 0.19000 13.68 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 340.000 m | 0.20000 68.00| 0.19000 64.60| 0.19000 64.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-75996 7.000 EACH| 10.00000 70.00| 5.00000 35.00| 30.00000 210.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1139301 |(3) 35-1058755 |ALPHA EXCAVATING & LANDSCAPI|E & B PAVING, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 808-75998 8.000 EACH| 11.00000 88.00| 10.00000 80.00| 10.00000 80.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 144,994.39| $ 173,532.42| $ 191,226.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 144,994.39| $ 173,532.42| $ 191,226.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-1991044 |(6) 35-1438272 |GEIGER DEVELOPING INC. |JOHNSON COMPANY INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1370.48000 8222.88| 1200.00000 7200.00| 1475.00000 8850.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4237.03000 4237.03| 5500.00000 5500.00| 8460.00000 8460.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6017.17000 6017.17| 7550.00000 7550.00| 7968.00000 7968.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 1.00000 1.00| 1200.00000 1200.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 509.000 m2 | 16.68000 8490.12| 7.70000 3919.30| 17.25000 8780.25 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 11223.88000 11223.88| 12000.00000 12000.00| 14548.00000 14548.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 10.98000 2217.96| 9.20000 1858.40| 10.60000 2141.20 SURFACE MILLING, ASPHALT | | | 0008 203-02000 368.600 m3 | 14.14000 5212.00| 9.50000 3501.70| 15.00000 5529.00 EXCAVATION, COMMON | | | 0009 203-51223 488.000 m3 | 13.76000 6714.88| 12.00000 5856.00| 10.85000 5294.80 EXCAVATION, WATERWAY | | | 0010 205-06933 1.000 EACH| 25.00000 25.00| 100.00000 100.00| 175.00000 175.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 300.000 m | 6.36000 1908.00| 5.00000 1500.00| 7.50000 2250.00 TEMPORARY SILT FENCE | | | 0012 207-02045 432.000 m3 | 16.36000 7067.52| 20.00000 8640.00| 11.70000 5054.40 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 282.600 m3 | 49.79000 14070.65| 20.00000 5652.00| 33.80000 9551.88 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 506.700 Mg | 14.88000 7539.70| 16.00000 8107.20| 15.85000 8031.20 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.200 Mg | 32.10000 7036.32| 36.00000 7891.20| 32.75000 7178.80 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 72.600 Mg | 39.35000 2856.81| 42.00000 3049.20| 40.20000 2918.52 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 65.100 Mg | 43.00000 2799.30| 45.00000 2929.50| 43.90000 2857.89 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 80.600 Mg | 37.50000 3022.50| 40.00000 3224.00| 38.30000 3086.98 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05490 25.200 Mg | 43.00000 1083.60| 45.00000 1134.00| 43.90000 1106.28 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 404-05514 208.000 m2 | 3.50000 728.00| 4.00000 832.00| 3.80000 790.40 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-1991044 |(6) 35-1438272 |GEIGER DEVELOPING INC. |JOHNSON COMPANY INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 919.000 m2 | 1.50000 1378.50| 2.00000 1838.00| 1.60000 1470.40 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2355.000 m2 | 0.08000 188.40| 0.25000 588.75| 0.08000 188.40 ASPHALT FOR TACK COAT | | | 0023 610-05527 139.800 Mg | 48.00000 6710.40| 52.00000 7269.60| 49.00000 6850.20 HMA FOR APPROACHES | | | 0024 616-02320 92.000 m2 | 9.52000 875.84| 5.00000 460.00| 7.00000 644.00 GEOTEXTILES | | | 0025 616-06405 30.000 Mg | 38.79000 1163.70| 18.00000 540.00| 16.75000 502.50 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 375.00000 375.00| 800.00000 800.00| 385.00000 385.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06555 13.600 kg | 53.90000 733.04| 8.00000 108.80| 55.00000 748.00 SEED MIXTURE, P | | | 0028 621-06559 1514.000 m2 | 0.54000 817.56| 2.00000 3028.00| 0.55000 832.70 MULCHED SEEDING, R | | | 0029 622-98200 4.000 EACH| 25.00000 100.00| 75.00000 300.00| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0030 702-51005 9.300 m3 | 601.00000 5589.30| 550.00000 5115.00| 753.00000 7002.90 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 13.300 m3 | 601.00000 7993.30| 400.00000 5320.00| 400.00000 5320.00 CONCRETE, B, FOOTINGS | | | 0032 703-51030 1138.000 kg | 2.00000 2276.00| 4.00000 4552.00| 1.60000 1820.80 REINFORCING STEEL | | | 0033 714-26713 32.920 m | 1465.52000 48244.92| 1882.00000 61955.44| 1810.00000 59585.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0034 715-05121 21.000 m | 85.00000 1785.00| 75.00000 1575.00| 99.35000 2086.35 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0035 715-35000 30.000 m | 23.00000 690.00| 20.00000 600.00| 40.66000 1219.80 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0036 715-35005 30.000 m | 25.00000 750.00| 30.00000 900.00| 47.33000 1419.90 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0037 715-35010 30.000 m | 28.00000 840.00| 35.00000 1050.00| 50.67000 1520.10 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0038 715-46010 1.000 EACH| 154.00000 154.00| 250.00000 250.00| 166.00000 166.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-1991044 |(6) 35-1438272 |GEIGER DEVELOPING INC. |JOHNSON COMPANY INC. |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 4.000 EACH| 155.00000 620.00| 190.00000 760.00| 189.00000 756.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 60.00000 480.00| 110.00000 880.00| 92.00000 736.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 70.00000 280.00| 110.00000 440.00| 108.00000 432.00 BARRICADE, IIIB | | | 0042 801-06625 14.000 EACH| 78.00000 1092.00| 60.00000 840.00| 48.00000 672.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH| 86.00000 1204.00| 62.00000 868.00| 57.00000 798.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 5100.00000 5100.00| 5000.00000 5000.00| 3700.00000 3700.00 MAINTAINING TRAFFIC | | | 0045 802-76055 8.600 m | 7.00000 60.20| 44.00000 378.40| 42.00000 361.20 SIGN POST, A | | | 0046 804-06770 2.000 EACH| 15.00000 30.00| 49.00000 98.00| 47.00000 94.00 DELINEATOR POST | | | 0047 808-06712 72.000 m | 3.00000 216.00| 0.50000 36.00| 1.15000 82.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 340.000 m | 3.00000 1020.00| 0.50000 170.00| 1.15000 391.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-75996 7.000 EACH| 50.00000 350.00| 10.00000 70.00| 15.00000 105.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 8.000 EACH| 175.00000 1400.00| 12.50000 100.00| 75.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 195,490.48| $ 196,336.49| $ 206,366.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,490.48| $ 196,336.49| $ 206,366.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1021375 |(8) 35-1817530 |(9) 35-0997978 |BERCOT GIBSON CONSTRUCTION |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 900.00000 5400.00| 1800.00000 10800.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3025.00000 3025.00| 5100.00000 5100.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8828.00000 8828.00| 12400.00000 12400.00| 12700.00000 12700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3557.00000 3557.00| 11300.00000 11300.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 509.000 m2 | 6.00000 3054.00| 16.20000 8245.80| 10.00000 5090.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 11943.00000 11943.00| 18890.00000 18890.00| 50236.00000 50236.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 7.00000 1414.00| 22.00000 4444.00| 10.00000 2020.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 368.600 m3 | 22.50000 8293.50| 23.00000 8477.80| 23.00000 8477.80 EXCAVATION, COMMON | | | 0009 203-51223 488.000 m3 | 23.50000 11468.00| 17.70000 8637.60| 12.00000 5856.00 EXCAVATION, WATERWAY | | | 0010 205-06933 1.000 EACH| 45.00000 45.00| 88.50000 88.50| 75.00000 75.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 300.000 m | 8.20000 2460.00| 6.60000 1980.00| 5.60000 1680.00 TEMPORARY SILT FENCE | | | 0012 207-02045 432.000 m3 | 14.00000 6048.00| 17.60000 7603.20| 2.00000 864.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 282.600 m3 | 18.00000 5086.80| 37.00000 10456.20| 21.00000 5934.60 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 506.700 Mg | 16.00000 8107.20| 15.00000 7600.50| 22.00000 11147.40 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.200 Mg | 33.00000 7233.60| 56.40000 12362.88| 32.10000 7036.32 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 72.600 Mg | 40.00000 2904.00| 66.75000 4846.05| 39.35000 2856.81 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 65.100 Mg | 46.00000 2994.60| 68.75000 4475.63| 43.00000 2799.30 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 80.600 Mg | 40.00000 3224.00| 66.00000 5319.60| 37.50000 3022.50 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05490 25.200 Mg | 46.00000 1159.20| 68.75000 1732.50| 43.00000 1083.60 HMA SURFACE 9.5 mm, SHOULDER | | | 0020 404-05514 208.000 m2 | 3.50000 728.00| 13.50000 2808.00| 3.50000 728.00 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1021375 |(8) 35-1817530 |(9) 35-0997978 |BERCOT GIBSON CONSTRUCTION |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 919.000 m2 | 1.60000 1470.40| 1.50000 1378.50| 1.50000 1378.50 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2355.000 m2 | 0.10000 235.50| 0.40000 942.00| 0.08000 188.40 ASPHALT FOR TACK COAT | | | 0023 610-05527 139.800 Mg | 50.00000 6990.00| 68.75000 9611.25| 48.00000 6710.40 HMA FOR APPROACHES | | | 0024 616-02320 92.000 m2 | 3.50000 322.00| 5.90000 542.80| 6.60000 607.20 GEOTEXTILES | | | 0025 616-06405 30.000 Mg | 21.00000 630.00| 34.40000 1032.00| 51.00000 1530.00 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 400.00000 400.00| 375.00000 375.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06555 13.600 kg | 55.00000 748.00| 53.90000 733.04| 53.90000 733.04 SEED MIXTURE, P | | | 0028 621-06559 1514.000 m2 | 0.60000 908.40| 0.54000 817.56| 0.54000 817.56 MULCHED SEEDING, R | | | 0029 622-98200 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0030 702-51005 9.300 m3 | 900.00000 8370.00| 617.00000 5738.10| 617.00000 5738.10 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 13.300 m3 | 700.00000 9310.00| 393.00000 5226.90| 393.00000 5226.90 CONCRETE, B, FOOTINGS | | | 0032 703-51030 1138.000 kg | 1.50000 1707.00| 1.80000 2048.40| 1.80000 2048.40 REINFORCING STEEL | | | 0033 714-26713 32.920 m | 2150.00000 70778.00| 1600.00000 52672.00| 2550.00000 83946.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0034 715-05121 21.000 m | 145.00000 3045.00| 290.90000 6108.90| 55.00000 1155.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0035 715-35000 30.000 m | 25.00000 750.00| 25.80000 774.00| 18.00000 540.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0036 715-35005 30.000 m | 27.50000 825.00| 37.70000 1131.00| 19.00000 570.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0037 715-35010 30.000 m | 30.00000 900.00| 44.60000 1338.00| 20.00000 600.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0038 715-46010 1.000 EACH| 275.00000 275.00| 193.10000 193.10| 255.00000 255.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1021375 |(8) 35-1817530 |(9) 35-0997978 |BERCOT GIBSON CONSTRUCTION |PIONEER ASSOCIATES, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 4.000 EACH| 195.00000 780.00| 185.00000 740.00| 185.00000 740.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 95.00000 760.00| 90.00000 720.00| 90.00000 720.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 110.00000 440.00| 105.00000 420.00| 105.00000 420.00 BARRICADE, IIIB | | | 0042 801-06625 14.000 EACH| 50.00000 700.00| 47.00000 658.00| 47.00000 658.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH| 58.00000 812.00| 55.00000 770.00| 55.00000 770.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 950.00000 950.00| 3000.00000 3000.00| 1375.50000 1375.50 MAINTAINING TRAFFIC | | | 0045 802-76055 8.600 m | 45.00000 387.00| 41.00000 352.60| 41.00000 352.60 SIGN POST, A | | | 0046 804-06770 2.000 EACH| 50.00000 100.00| 46.00000 92.00| 46.00000 92.00 DELINEATOR POST | | | 0047 808-06712 72.000 m | 0.20000 14.40| 0.19000 13.68| 0.19000 13.68 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 340.000 m | 0.20000 68.00| 0.19000 64.60| 0.19000 64.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-75996 7.000 EACH| 7.00000 49.00| 20.00000 140.00| 10.00000 70.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 8.000 EACH| 11.00000 88.00| 10.00000 80.00| 10.00000 80.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 209,905.60| $ 245,381.69| $ 257,783.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,905.60| $ 245,381.69| $ 257,783.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1489621 |(11) 35-1817574 | |HRP CONSTRUCTION, INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 2000.00000 12000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 13000.00000 13000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 509.000 m2 | 7.00000 3563.00| 10.00000 5090.00| PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 75000.00000 75000.00| 28000.00000 28000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 202.000 m2 | 7.00000 1414.00| 12.00000 2424.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 368.600 m3 | 8.00000 2948.80| 20.00000 7372.00| EXCAVATION, COMMON | | | 0009 203-51223 488.000 m3 | 10.00000 4880.00| 20.00000 9760.00| EXCAVATION, WATERWAY | | | 0010 205-06933 1.000 EACH| 75.00000 75.00| 250.00000 250.00| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 300.000 m | 5.56000 1668.00| 15.00000 4500.00| TEMPORARY SILT FENCE | | | 0012 207-02045 432.000 m3 | 8.00000 3456.00| 38.00000 16416.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 282.600 m3 | 18.00000 5086.80| 35.00000 9891.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 506.700 Mg | 18.00000 9120.60| 24.00000 12160.80| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.200 Mg | 56.40000 12362.88| 60.00000 13152.00| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 72.600 Mg | 66.75000 4846.05| 70.00000 5082.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 65.100 Mg | 68.75000 4475.63| 75.00000 4882.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 80.600 Mg | 66.00000 5319.60| 115.00000 9269.00| HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05490 25.200 Mg | 68.75000 1732.50| 125.00000 3150.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0020 404-05514 208.000 m2 | 13.50000 2808.00| 1.00000 208.00| SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1489621 |(11) 35-1817574 | |HRP CONSTRUCTION, INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 919.000 m2 | 1.50000 1378.50| 1.00000 919.00| ASPHALT FOR PRIME COAT | | | 0022 406-05521 2355.000 m2 | 0.40000 942.00| 0.50000 1177.50| ASPHALT FOR TACK COAT | | | 0023 610-05527 139.800 Mg | 68.75000 9611.25| 100.00000 13980.00| HMA FOR APPROACHES | | | 0024 616-02320 92.000 m2 | 2.00000 184.00| 5.00000 460.00| GEOTEXTILES | | | 0025 616-06405 30.000 Mg | 25.00000 750.00| 55.00000 1650.00| RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 375.00000 375.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06555 13.600 kg | 53.90000 733.04| 15.00000 204.00| SEED MIXTURE, P | | | 0028 621-06559 1514.000 m2 | 0.54000 817.56| 1.00000 1514.00| MULCHED SEEDING, R | | | 0029 622-98200 4.000 EACH| 25.00000 100.00| 35.00000 140.00| SIGN, DO NOT DISTURB | | | 0030 702-51005 9.300 m3 | 617.00000 5738.10| 650.00000 6045.00| CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 13.300 m3 | 393.00000 5226.90| 550.00000 7315.00| CONCRETE, B, FOOTINGS | | | 0032 703-51030 1138.000 kg | 1.80000 2048.40| 2.00000 2276.00| REINFORCING STEEL | | | 0033 714-26713 32.920 m | 2000.00000 65840.00| 1706.00000 56161.52| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2100 mm | | | 0034 715-05121 21.000 m | 70.00000 1470.00| 110.00000 2310.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0035 715-35000 30.000 m | 25.00000 750.00| 30.00000 900.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0036 715-35005 30.000 m | 27.00000 810.00| 30.00000 900.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0037 715-35010 30.000 m | 29.00000 870.00| 290.00000 8700.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0038 715-46010 1.000 EACH| 400.00000 400.00| 190.00000 190.00| PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 320 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,277.72 ROUTE : SR 9 CALL ORDER : 320 CONTRACT ID : R -25927-A COUNTIES : HUNTINGTON LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1489621 |(11) 35-1817574 | |HRP CONSTRUCTION, INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 4.000 EACH| 185.00000 740.00| 75.00000 300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 90.00000 720.00| 85.00000 680.00| BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 105.00000 420.00| 95.00000 380.00| BARRICADE, IIIB | | | 0042 801-06625 14.000 EACH| 47.00000 658.00| 95.00000 1330.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH| 55.00000 770.00| 105.00000 1470.00| CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 900.00000 900.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0045 802-76055 8.600 m | 41.00000 352.60| 25.00000 215.00| SIGN POST, A | | | 0046 804-06770 2.000 EACH| 46.00000 92.00| 50.00000 100.00| DELINEATOR POST | | | 0047 808-06712 72.000 m | 0.19000 13.68| 3.75000 270.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0048 808-06713 340.000 m | 0.19000 64.60| 3.75000 1275.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-75996 7.000 EACH| 45.00000 315.00| 20.00000 140.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 8.000 EACH| 10.00000 80.00| 210.00000 1680.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 273,927.49| $ 281,489.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 273,927.49| $ 281,489.32| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,065.61 ROUTE : 800S. CALL ORDER : 330 CONTRACT ID : R -25951-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 201,256.21 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 232,201.59 115.3761% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 2.000 MOS | 1500.00000 3000.00| 1500.00000 3000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 400.00000 400.00| 1800.00000 1800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10050.00000 10050.00| 17800.00000 17800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 42.500 m | 45.00000 1912.50| 50.00000 2125.00| GUARDRAIL, REMOVE | | | 0005 202-60820 73.000 m2 | 6.00000 438.00| 17.15000 1251.95| SURFACE MILLING, ASPHALT | | | 0006 202-93741 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-04075 550.000 Mg | 16.00000 8800.00| 22.55000 12402.50| COMPACTED AGGREGATE, O, 73 | | | 0008 305-05204 60.000 Mg | 35.00000 2100.00| 75.00000 4500.00| HMA FOR PATCHING | | | 0009 305-98794 370.000 Mg | 16.00000 5920.00| 19.00000 7030.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0010 402-05468 250.000 Mg | 32.00000 8000.00| 60.00000 15000.00| HMA BASE 25.0 mm, MAINLINE | | | 0011 402-05474 2454.000 Mg | 30.00000 73620.00| 28.55000 70061.70| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 1039.128 Mg | 33.00000 34291.22| 36.55000 37980.13| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 601-02103 26.000 m | 115.00000 2990.00| 69.30000 1801.80| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0015 601-03464 1.000 EACH| 50.00000 50.00| 52.50000 52.50| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,065.61 ROUTE : 800S. CALL ORDER : 330 CONTRACT ID : R -25951-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-61400 3.000 EACH| 850.00000 2550.00| 971.25000 2913.75| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0017 601-99105 16.500 m | 95.00000 1567.50| 52.50000 866.25| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 610-05527 22.354 Mg | 40.00000 894.16| 130.00000 2906.02| HMA FOR APPROACHES | | | 0019 611-95023 8.000 EACH| 55.00000 440.00| 75.00000 600.00| MAILBOX ASSEMBLY, RESET | | | 0020 615-06520 2.000 EACH| 120.00000 240.00| 250.00000 500.00| MONUMENT, RE-ESTABLISH | | | 0021 621-01004 1.000 EACH| 375.00000 375.00| 393.75000 393.75| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06560 528.870 m2 | 1.24000 655.80| 1.30000 687.53| MULCHED SEEDING, U | | | 0023 801-06640 14.000 EACH| 50.00000 700.00| 52.50000 735.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0026 802-02489 31.770 m | 22.24000 706.56| 37.80000 1200.91| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0027 802-76035 3.690 m2 | 149.41000 551.32| 267.75000 988.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0028 808-75240 1456.000 m | 0.95000 1383.20| 1.00000 1456.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0029 808-75245 2901.000 m | 0.95000 2755.95| 1.00000 2901.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0030 402-05495 1023.000 Mg | 30.00000 30690.00| 31.10000 31815.30| HMA WEDGE AND LEVEL | | | 0031 808-75297 5.000 m | 30.00000 150.00| 15.75000 78.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0032 202-74045 5.000 EACH| 45.00000 225.00| 78.75000 393.75| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0033 406-05520 8.000 Mg | 275.00000 2200.00| 325.00000 2600.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,065.61 ROUTE : 800S. CALL ORDER : 330 CONTRACT ID : R -25951-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06570 20.000 m3 | 35.00000 700.00| 68.00000 1360.00| TOP SOIL | | | SECTION TOTALS | $ 201,256.21| $ 232,201.59| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 201,256.21| $ 232,201.59| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,669.72 ROUTE : CR 800S CALL ORDER : 340 CONTRACT ID : R -25952-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 18 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 231,824.90 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 266,071.27 114.7725% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 2.000 MOS | 1500.00000 3000.00| 1500.00000 3000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 400.00000 400.00| 1800.00000 1800.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11500.00000 11500.00| 12500.00000 12500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 88.000 m | 18.00000 1584.00| 18.90000 1663.20| GUARDRAIL, REMOVE | | | 0005 202-60820 951.100 m2 | 3.70000 3519.07| 6.60000 6277.26| SURFACE MILLING, ASPHALT | | | 0006 202-93741 7.000 EACH| 145.00000 1015.00| 152.25000 1065.75| GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-04075 335.000 Mg | 16.00000 5360.00| 21.00000 7035.00| COMPACTED AGGREGATE, O, 73 FOR SHOULDER,| | | LIMESTONE | | | 0009 305-05204 124.000 Mg | 36.00000 4464.00| 75.00000 9300.00| HMA FOR PATCHING | | | 0011 402-05474 2784.305 Mg | 30.00000 83529.15| 30.55000 85060.52| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 1988.552 Mg | 32.70000 65025.65| 34.50000 68605.04| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 186.380 Mg | 30.00000 5591.40| 33.60000 6262.37| HMA WEDGE AND LEVEL | | | 0016 601-02636 20.000 m | 99.00000 1980.00| 103.95000 2079.00| GUARDRAIL, W BEAM, NESTED | | | 0019 610-05527 141.626 Mg | 45.00000 6373.17| 82.00000 11613.33| HMA FOR APPROACHES | | | 0020 611-95023 19.000 EACH| 50.00000 950.00| 75.00000 1425.00| MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,669.72 ROUTE : CR 800S CALL ORDER : 340 CONTRACT ID : R -25952-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 615-06520 5.000 EACH| 120.00000 600.00| 250.00000 1250.00| MONUMENT, RE-ESTABLISH | | | 0022 621-01004 1.000 EACH| 600.00000 600.00| 630.00000 630.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 1442.650 m2 | 0.96000 1384.94| 1.01000 1457.08| MULCHED SEEDING, U | | | 0024 801-06640 18.000 EACH| 50.00000 900.00| 52.50000 945.00| CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 2100.00000 2100.00| 5700.00000 5700.00| MAINTAINING TRAFFIC | | | 0027 802-02489 37.200 m | 22.24000 827.33| 32.08000 1193.38| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0028 802-76025 2.160 m2 | 137.12000 296.18| 347.55000 750.71| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0029 802-76035 1.440 m2 | 149.41000 215.15| 218.40000 314.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0030 808-04298 2.000 EACH| 275.00000 550.00| 288.75000 577.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0031 808-75240 2669.000 m | 0.84000 2241.96| 0.88000 2348.72| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0032 808-75245 4412.000 m | 0.84000 3706.08| 0.88000 3882.56| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0033 808-75297 29.100 m | 13.65000 397.22| 14.33000 417.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 202-74045 8.000 EACH| 45.00000 360.00| 31.50000 252.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0035 406-05520 11.000 Mg | 275.00000 3025.00| 325.00000 3575.00| ASPHALT FOR TACK COAT | | | 0036 621-06570 80.000 m3 | 35.00000 2800.00| 68.00000 5440.00| TOP SOIL | | | 0037 801-06203 412.000 m | 1.65000 679.80| 3.90000 1606.80| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0038 801-06207 412.000 m | 2.90000 1194.80| 3.90000 1606.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,669.72 ROUTE : CR 800S CALL ORDER : 340 CONTRACT ID : R -25952-A COUNTIES : LAPORTE LETTING DATE : 11/20/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-06037 7.000 EACH| 725.00000 5075.00| 761.25000 5328.75| GUARDRAIL END TREATMENT, I | | | 0040 601-99105 110.000 m | 36.00000 3960.00| 37.80000 4158.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 601-01846 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0042 601-02159 28.000 m | 165.00000 4620.00| 173.25000 4851.00| GUARDRAIL, W BEAM, SPECIAL POST | | | ATTACHMENT | | | SECTION TOTALS | $ 231,824.90| $ 266,071.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 231,824.90| $ 266,071.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,413.49 ROUTE : I-65 CALL ORDER : 350 CONTRACT ID : R -25967-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 03/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 06510AH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 8,529.40 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 8,994.50 105.4529% 3 31-1400361 THOMPSON CONSTRUCTION $ 11,335.00 132.8932% 4 35-1817574 YARDBERRY LANDSCAPE $ 12,680.00 148.6622% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 17,800.00 208.6899% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 24,120.00 282.7865% 7 61-1029697 MATSUDA, INC. $ 59,653.50 699.3868% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-2070195 |(3) 31-1400361 |HAUER EXCAVATING |ALPHA EXCAVATING & LANDSCAPI|THOMPSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 7429.40000 7429.40| 8989.00000 8989.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0002 621-01004 1.000 EACH| 400.00000 400.00| 1.00000 1.00| 50.00000 50.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.500 Mg | 260.00000 130.00| 1.00000 0.50| 50.00000 25.00 FERTILIZER | | | 0004 621-06554 100.000 kg | 2.40000 240.00| 0.01000 1.00| 2.00000 200.00 SEED MIXTURE, U | | | 0005 621-06565 3.000 Mg | 110.00000 330.00| 1.00000 3.00| 20.00000 60.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 8,529.40| $ 8,994.50| $ 11,335.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,529.40| $ 8,994.50| $ 11,335.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,413.49 ROUTE : I-65 CALL ORDER : 350 CONTRACT ID : R -25967-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1128289 |(6) 35-2040801 |YARDBERRY LANDSCAPE |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 11000.00000 11000.00| 14430.00000 14430.00| 15500.00000 15500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0002 621-01004 1.000 EACH| 1500.00000 1500.00| 650.00000 650.00| 1550.00000 1550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.500 Mg | 100.00000 50.00| 720.00000 360.00| 1840.00000 920.00 FERTILIZER | | | 0004 621-06554 100.000 kg | 1.00000 100.00| 8.75000 875.00| 22.50000 2250.00 SEED MIXTURE, U | | | 0005 621-06565 3.000 Mg | 10.00000 30.00| 495.00000 1485.00| 1300.00000 3900.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 12,680.00| $ 17,800.00| $ 24,120.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,680.00| $ 17,800.00| $ 24,120.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,413.49 ROUTE : I-65 CALL ORDER : 350 CONTRACT ID : R -25967-A COUNTIES : CLARK LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 61-1029697 | | |MATSUDA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 56550.00000 56550.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0002 621-01004 1.000 EACH| 3.50000 3.50| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.500 Mg | 2000.00000 1000.00| | FERTILIZER | | | 0004 621-06554 100.000 kg | 6.00000 600.00| | SEED MIXTURE, U | | | 0005 621-06565 3.000 Mg | 500.00000 1500.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 59,653.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,653.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 356 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 356 CONTRACT ID : R -25993-A COUNTIES : HARRISON LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,361,420.83 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/03/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0695173 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP. $ 270,970.00 100.0000% 2 35-1315965 FOX CONTRACTORS CORP. $ 299,938.47 110.6906% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 318,215.28 117.4356% 4 35-0997978 PHEND & BROWN, INC. $ 350,235.97 129.2526% 5 35-1991044 JOHNSON COMPANY INC. $ 356,708.88 131.6414% 6 35-1058755 BAKER & SCHULTZ, INC. $ 364,795.57 134.6258% 7 35-1817574 YARDBERRY LANDSCAPE $ 387,409.45 142.9713% 8 35-1128289 BEATY CONSTRUCTION, INC. $ 425,596.10 157.0639% ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1315965 |(3) 35-1582109 |API CONSTRUCTION CORP. |FOX CONTRACTORS CORP. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST PARK DEMOLITION | | | 0001 105-06790 5.000 MOS | 1170.00000 5850.00| 750.00000 3750.00| 1716.75000 8583.75 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1457.00000 1457.00| 1800.00000 1800.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2522.00000 2522.00| 2400.00000 2400.00| 15901.76000 15901.76 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 61708.00000 61708.00| 85000.00000 85000.00| 62255.07000 62255.07 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | NORTHBOUND | | | 0005 202-01000 LUMP| 73805.00000 73805.00| 85000.00000 85000.00| 71323.06000 71323.06 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | SOUTHBOUND | | | 0006 202-02240 698.000 SYS | 15.95000 11133.10| 13.50000 9423.00| 16.96000 11838.08 PAVEMENT, REMOVE | | | 0007 202-74035 5.000 EACH| 50.00000 250.00| 20.00000 100.00| 57.49000 287.45 SIGN, REMOVE | | | 0008 202-74040 1.000 EACH| 100.00000 100.00| 109.00000 109.00| 122.01000 122.01 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0009 202-91547 1.000 EACH| 14366.00000 14366.00| 13000.00000 13000.00| 17428.23000 17428.23 SEWAGE TREATMENT PLANT, REMOVE , | | | NORTHBOUND | | | 0010 202-91547 1.000 EACH| 20166.00000 20166.00| 17000.00000 17000.00| 37872.03000 37872.03 SEWAGE TREATMENT PLANT, REMOVE , | | | SOUTHBOUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1315965 |(3) 35-1582109 |API CONSTRUCTION CORP. |FOX CONTRACTORS CORP. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-93763 13.000 EACH| 100.00000 1300.00| 160.00000 2080.00| 146.25000 1901.25 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-96151 LUMP| 11628.00000 11628.00| 900.00000 900.00| 302.20000 302.20 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 1890.000 CYS | 3.07000 5802.30| 10.00000 18900.00| 13.05000 24664.50 EXCAVATION, COMMON | | | 0014 203-02070 2700.000 CYS | 9.56000 25812.00| 10.00000 27000.00| 11.49000 31023.00 BORROW | | | 0015 205-02224 4729.000 LFT | 1.60000 7566.40| 1.65000 7802.85| 1.58000 7471.82 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02229 50.000 LFT | 5.20000 260.00| 5.50000 275.00| 5.15000 257.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 401-05467 4729.000 LFT | 1.08000 5107.32| 0.70000 3310.30| 0.75000 3546.75 MILLED HMA CORRUGATIONS | | | 0022 801-06640 4.000 EACH| 180.00000 720.00| 180.00000 720.00| 179.00000 716.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 3375.34000 3375.34| 4000.00000 4000.00| 4807.61000 4807.61 MAINTAINING TRAFFIC | | | 0024 802-91122 6.000 EACH| 150.00000 900.00| 300.00000 1800.00| 150.00000 900.00 SIGN, GROUND MOUNTED, RESET | | | 0025 804-04435 40.000 EACH| 35.00000 1400.00| 12.00000 480.00| 5.06000 202.40 DELINEATOR POST, REMOVE | | | 0026 804-06770 8.000 EACH| 25.00000 200.00| 31.00000 248.00| 21.00000 168.00 DELINEATOR POST | | | 0027 805-01879 1.000 EACH| 804.00000 804.00| 470.00000 470.00| 3000.00000 3000.00 SIGNAL SERVICE, INSTALL | | | 0028 805-06592 10.000 LFT | 50.25000 502.50| 10.00000 100.00| 10.00000 100.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0029 805-78467 10.000 LFT | 6.05000 60.50| 1.30000 13.00| 1.00000 10.00 SIGNAL CABLE, 3C 8GA. | | | 0030 805-92336 1.000 EACH| 754.00000 754.00| 600.00000 600.00| 500.00000 500.00 SIGNAL POLE, WOOD, INSTALL | | | 0031 808-06368 673.000 LFT | 1.71000 1150.83| 1.80000 1211.40| 1.70000 1144.10 TRANSVERSE MARKING, REMOVE | | | 0032 808-75996 77.000 EACH| 15.00000 1155.00| 12.00000 924.00| 4.22000 324.94 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 621-01004 1.000 EACH| 755.00000 755.00| 780.00000 780.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1315965 |(3) 35-1582109 |API CONSTRUCTION CORP. |FOX CONTRACTORS CORP. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06545 2.660 TON | 552.00000 1468.32| 573.00000 1524.18| 549.00000 1460.34 FERTILIZER | | | 0035 621-06553 1132.300 LBS | 2.90000 3283.67| 3.00000 3396.90| 2.89000 3272.35 SEED MIXTURE, R | | | 0036 621-06565 13.320 TON | 421.00000 5607.72| 437.00000 5820.84| 419.00000 5581.08 MULCHING MATERIAL | | | SECTION TOTALS | $ 270,970.00| $ 299,938.47| $ 318,215.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 270,970.00| $ 299,938.47| $ 318,215.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1991044 |(6) 35-1058755 |PHEND & BROWN, INC. |JOHNSON COMPANY INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST PARK DEMOLITION | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 1200.00000 6000.00| 900.00000 4500.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 4700.00000 4700.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 4700.00000 4700.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 71500.00000 71500.00| 19600.00000 19600.00| 99260.00000 99260.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | NORTHBOUND | | | 0005 202-01000 LUMP| 71500.00000 71500.00| 19600.00000 19600.00| 104850.00000 104850.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | SOUTHBOUND | | | 0006 202-02240 698.000 SYS | 9.00000 6282.00| 6.00000 4188.00| 13.50000 9423.00 PAVEMENT, REMOVE | | | 0007 202-74035 5.000 EACH| 25.00000 125.00| 25.00000 125.00| 60.00000 300.00 SIGN, REMOVE | | | 0008 202-74040 1.000 EACH| 80.00000 80.00| 250.00000 250.00| 60.00000 60.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0009 202-91547 1.000 EACH| 40300.00000 40300.00| 72750.00000 72750.00| 13000.00000 13000.00 SEWAGE TREATMENT PLANT, REMOVE , | | | NORTHBOUND | | | 0010 202-91547 1.000 EACH| 40300.00000 40300.00| 77750.00000 77750.00| 17000.00000 17000.00 SEWAGE TREATMENT PLANT, REMOVE , | | | SOUTHBOUND | | | 0011 202-93763 13.000 EACH| 250.00000 3250.00| 125.00000 1625.00| 496.00000 6448.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-96151 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 1890.000 CYS | 15.00000 28350.00| 6.50000 12285.00| 10.00000 18900.00 EXCAVATION, COMMON | | | 0014 203-02070 2700.000 CYS | 8.00000 21600.00| 19.00000 51300.00| 10.00000 27000.00 BORROW | | | 0015 205-02224 4729.000 LFT | 1.60000 7566.40| 2.10000 9930.90| 1.60000 7566.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02229 50.000 LFT | 5.20000 260.00| 6.00000 300.00| 5.15000 257.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 401-05467 4729.000 LFT | 1.00000 4729.00| 1.29000 6100.41| 1.50000 7093.50 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-1991044 |(6) 35-1058755 |PHEND & BROWN, INC. |JOHNSON COMPANY INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 801-06640 4.000 EACH| 179.00000 716.00| 90.00000 360.00| 179.00000 716.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 8000.00000 8000.00| 45000.00000 45000.00| 11200.00000 11200.00 MAINTAINING TRAFFIC | | | 0024 802-91122 6.000 EACH| 65.00000 390.00| 250.00000 1500.00| 80.00000 480.00 SIGN, GROUND MOUNTED, RESET | | | 0025 804-04435 40.000 EACH| 10.00000 400.00| 15.00000 600.00| 10.00000 400.00 DELINEATOR POST, REMOVE | | | 0026 804-06770 8.000 EACH| 20.00000 160.00| 28.00000 224.00| 42.60000 340.80 DELINEATOR POST | | | 0027 805-01879 1.000 EACH| 450.00000 450.00| 420.00000 420.00| 450.00000 450.00 SIGNAL SERVICE, INSTALL | | | 0028 805-06592 10.000 LFT | 24.00000 240.00| 11.00000 110.00| 10.00000 100.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0029 805-78467 10.000 LFT | 5.00000 50.00| 3.00000 30.00| 1.25000 12.50 SIGNAL CABLE, 3C 8GA. | | | 0030 805-92336 1.000 EACH| 600.00000 600.00| 300.00000 300.00| 575.00000 575.00 SIGNAL POLE, WOOD, INSTALL | | | 0031 808-06368 673.000 LFT | 1.70000 1144.10| 1.60000 1076.80| 1.70000 1144.10 TRANSVERSE MARKING, REMOVE | | | 0032 808-75996 77.000 EACH| 18.00000 1386.00| 10.00000 770.00| 15.00000 1155.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 621-01004 1.000 EACH| 750.00000 750.00| 800.00000 800.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.660 TON | 550.00000 1463.00| 549.00000 1460.34| 549.00000 1460.34 FERTILIZER | | | 0035 621-06553 1132.300 LBS | 2.90000 3283.67| 2.89000 3272.35| 2.89000 3272.35 SEED MIXTURE, R | | | 0036 621-06565 13.320 TON | 440.00000 5860.80| 419.00000 5581.08| 419.00000 5581.08 MULCHING MATERIAL | | | SECTION TOTALS | $ 350,235.97| $ 356,708.88| $ 364,795.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 350,235.97| $ 356,708.88| $ 364,795.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-1128289 | |YARDBERRY LANDSCAPE |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST PARK DEMOLITION | | | 0001 105-06790 5.000 MOS | 2100.00000 10500.00| 700.00000 3500.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 21250.00000 21250.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 80000.00000 80000.00| 99500.00000 99500.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | NORTHBOUND | | | 0005 202-01000 LUMP| 97000.00000 97000.00| 99500.00000 99500.00| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | SOUTHBOUND | | | 0006 202-02240 698.000 SYS | 7.50000 5235.00| 6.30000 4397.40| PAVEMENT, REMOVE | | | 0007 202-74035 5.000 EACH| 500.00000 2500.00| 25.00000 125.00| SIGN, REMOVE | | | 0008 202-74040 1.000 EACH| 1500.00000 1500.00| 125.00000 125.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0009 202-91547 1.000 EACH| 15000.00000 15000.00| 37005.00000 37005.00| SEWAGE TREATMENT PLANT, REMOVE , | | | NORTHBOUND | | | 0010 202-91547 1.000 EACH| 15000.00000 15000.00| 37005.00000 37005.00| SEWAGE TREATMENT PLANT, REMOVE , | | | SOUTHBOUND | | | 0011 202-93763 13.000 EACH| 500.00000 6500.00| 260.00000 3380.00| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-96151 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 1890.000 CYS | 12.00000 22680.00| 17.50000 33075.00| EXCAVATION, COMMON | | | 0014 203-02070 2700.000 CYS | 14.00000 37800.00| 10.25000 27675.00| BORROW | | | 0015 205-02224 4729.000 LFT | 5.00000 23645.00| 1.65000 7802.85| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02229 50.000 LFT | 20.00000 1000.00| 5.50000 275.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 401-05467 4729.000 LFT | 1.00000 4729.00| 0.80000 3783.20| MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 360 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,501.18 ROUTE : I-69 CALL ORDER : 360 CONTRACT ID : R -26042-A COUNTIES : DEKALB LETTING DATE : 11/20/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-1128289 | |YARDBERRY LANDSCAPE |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 801-06640 4.000 EACH| 750.00000 3000.00| 200.00000 800.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 5000.00000 5000.00| 19000.00000 19000.00| MAINTAINING TRAFFIC | | | 0024 802-91122 6.000 EACH| 1500.00000 9000.00| 70.00000 420.00| SIGN, GROUND MOUNTED, RESET | | | 0025 804-04435 40.000 EACH| 15.00000 600.00| 10.00000 400.00| DELINEATOR POST, REMOVE | | | 0026 804-06770 8.000 EACH| 55.00000 440.00| 22.00000 176.00| DELINEATOR POST | | | 0027 805-01879 1.000 EACH| 2000.00000 2000.00| 650.00000 650.00| SIGNAL SERVICE, INSTALL | | | 0028 805-06592 10.000 LFT | 35.00000 350.00| 25.00000 250.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0029 805-78467 10.000 LFT | 3.00000 30.00| 5.50000 55.00| SIGNAL CABLE, 3C 8GA. | | | 0030 805-92336 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| SIGNAL POLE, WOOD, INSTALL | | | 0031 808-06368 673.000 LFT | 4.25000 2860.25| 2.50000 1682.50| TRANSVERSE MARKING, REMOVE | | | 0032 808-75996 77.000 EACH| 10.00000 770.00| 12.25000 943.25| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 621-01004 1.000 EACH| 750.00000 750.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.660 TON | 500.00000 1330.00| 550.00000 1463.00| FERTILIZER | | | 0035 621-06553 1132.300 LBS | 4.00000 4529.20| 3.00000 3396.90| SEED MIXTURE, R | | | 0036 621-06565 13.320 TON | 425.00000 5661.00| 425.00000 5661.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 387,409.45| $ 425,596.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,409.45| $ 425,596.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/29/01 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 56 CALL ORDER : 370 CONTRACT ID : R -26044-A COUNTIES : OHIO LETTING DATE : 11/20/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,446,596.05 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,826,558.38 126.2659% ====================================================================================================================================