INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0303028 0816001 0816001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 583,518.38 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 599,922.80 102.8112% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT, SIGNALS, AND LIGHTING | | | 0001 105-01925 9.000 MOS | 750.00000 6750.00| 1925.00000 17325.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 29995.00000 29995.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 29942.00000 29942.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 11940.00000 11940.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 146.000 SYS | 16.20000 2365.20| 11.75000 1715.50| PAVEMENT, REMOVE | | | 0006 202-02278 75.000 LFT | 10.00000 750.00| 8.95000 671.25| CURB, CONCRETE, REMOVE | | | 0007 202-02967 6.000 EACH| 60.00000 360.00| 40.00000 240.00| CABLE DUCT MARKER, REMOVE | | | 0008 202-60820 8205.000 SYS | 1.10000 9025.50| 1.05000 8615.25| SURFACE MILLING, ASPHALT | | | 0009 202-60822 451.000 SYS | 1.90000 856.90| 2.50000 1127.50| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-78515 LUMP| 2200.00000 2200.00| 1775.00000 1775.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-85996 6.000 EACH| 255.00000 1530.00| 295.95000 1775.70| LIGHT STANDARD AND MAST ARM, REMOVE | | | 0012 202-95579 1.000 EACH| 150.00000 150.00| 178.25000 178.25| SERVICE POINT, REMOVE | | | 0013 202-96151 LUMP| 1100.00000 1100.00| 649.50000 649.50| TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 1255.000 CYS | 16.00000 20080.00| 23.00000 28865.00| EXCAVATION, COMMON | | | 0015 203-02045 134.000 CYS | 14.00000 1876.00| 15.00000 2010.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 205-02231 132.000 LFT | 31.00000 4092.00| 15.00000 1980.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02234 4.000 EACH| 60.00000 240.00| 59.50000 238.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02237 7.000 EACH| 60.00000 420.00| 59.50000 416.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 211-02060 492.000 CYS | 28.00000 13776.00| 25.00000 12300.00| B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 1199.000 TON | 12.50000 14987.50| 15.00000 17985.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 305-05204 65.000 TON | 200.00000 13000.00| 130.00000 8450.00| HMA FOR PATCHING | | | 0022 305-05206 749.000 TON | 63.00000 47187.00| 52.00000 38948.00| WIDENING WITH HMA | | | 0023 402-05474 909.000 TON | 40.50000 36814.50| 38.75000 35223.75| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 670.000 TON | 53.00000 35510.00| 51.05000 34203.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 242.000 TON | 54.00000 13068.00| 52.00000 12584.00| HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 977.000 SYS | 2.95000 2882.15| 2.80000 2735.60| SEAL COAT, 2 | | | 0027 405-05518 977.000 SYS | 0.80000 781.60| 0.75000 732.75| ASPHALT FOR PRIME COAT | | | 0028 406-05520 3.000 TON | 365.00000 1095.00| 345.00000 1035.00| ASPHALT FOR TACK COAT | | | 0029 605-06140 1659.000 LFT | 11.30000 18746.70| 14.00000 23226.00| CURB AND GUTTER, CONCRETE | | | 0030 605-06215 250.000 LFT | 16.00000 4000.00| 21.50000 5375.00| CENTER CURB, D, CONCRETE | | | 0031 610-05527 290.000 TON | 70.00000 20300.00| 62.00000 17980.00| HMA FOR APPROACHES | | | 0032 611-06497 3.000 EACH| 110.00000 330.00| 177.55000 532.65| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06490 15.000 EACH| 125.00000 1875.00| 189.00000 2835.00| RIGHT OF WAY MARKER | | | 0034 615-06505 4.000 EACH| 370.00000 1480.00| 580.00000 2320.00| MONUMENT, B | | | 0035 615-06527 2.000 EACH| 475.00000 950.00| 450.00000 900.00| MONUMENT, SECTION CORNER | | | 0036 616-02320 64.000 SYS | 4.30000 275.20| 2.50000 160.00| GEOTEXTILES | | | 0037 616-06451 40.000 TON | 19.00000 760.00| 35.00000 1400.00| RIPRAP, UNIFORM | | | 0038 621-06567 15.000 MG | 2.20000 33.00| 2.35000 35.25| WATER | | | 0039 621-06575 3625.000 SYS | 3.00000 10875.00| 3.35000 12143.75| SODDING, NURSERY | | | 0040 715-04857 1.000 EACH| 1200.00000 1200.00| 1195.00000 1195.00| SAFETY METAL END SECTION, 4:1, 30 IN. X | | | 19 IN. | | | 0041 715-05149 23.000 LFT | 53.00000 1219.00| 32.00000 736.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0042 715-05151 755.000 LFT | 51.00000 38505.00| 36.00000 27180.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0043 715-05152 202.000 LFT | 53.00000 10706.00| 42.00000 8484.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0044 715-05154 199.000 LFT | 56.00000 11144.00| 55.00000 10945.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0045 715-05156 43.000 LFT | 70.00000 3010.00| 56.00000 2408.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0046 715-05169 52.000 LFT | 29.00000 1508.00| 36.00000 1872.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-05233 91.000 LFT | 85.00000 7735.00| 95.00000 8645.00| PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | | 0048 715-06471 1.000 EACH| 430.00000 430.00| 495.00000 495.00| PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0049 715-46000 1.000 EACH| 190.00000 190.00| 295.00000 295.00| PIPE END SECTION, 12 IN. | | | 0050 715-46005 4.000 EACH| 200.00000 800.00| 315.00000 1260.00| PIPE END SECTION, 15 IN. | | | 0051 720-45240 1.000 EACH| 1450.00000 1450.00| 2495.00000 2495.00| CATCH BASIN, J10 | | | 0052 720-45250 6.000 EACH| 1450.00000 8700.00| 1835.00000 11010.00| CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-45410 2.000 EACH| 1450.00000 2900.00| 1815.00000 3630.00| MANHOLE, C4 | | | 0054 720-45515 1.000 EACH| 2350.00000 2350.00| 2400.00000 2400.00| MANHOLE, D4, MODIFIED | | | 0055 801-01504 1.000 EACH| 110.00000 110.00| 120.00000 120.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0056 801-06203 8419.000 LFT | 0.10000 841.90| 0.10000 841.90| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 6336.000 LFT | 1.05000 6652.80| 1.20000 7603.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06588 468.000 LFT | 1.25000 585.00| 1.50000 702.00| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 0059 801-06640 43.000 EACH| 90.00000 3870.00| 100.00000 4300.00| CONSTRUCTION SIGN, A | | | 0060 801-06645 12.000 EACH| 37.00000 444.00| 45.00000 540.00| CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 52000.00000 52000.00| 35300.00000 35300.00| MAINTAINING TRAFFIC | | | 0062 802-05701 54.000 LFT | 16.50000 891.00| 12.00000 648.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 32.400 SFT | 21.70000 703.08| 15.00000 486.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0064 805-01815 4.000 EACH| 1550.00000 6200.00| 2150.00000 8600.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0065 805-01842 5.000 EACH| 540.00000 2700.00| 660.00000 3300.00| HANDHOLE, SIGNAL | | | 0066 805-01844 500.000 LFT | 11.50000 5750.00| 13.50000 6750.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0067 805-06592 80.000 LFT | 11.50000 920.00| 12.20000 976.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0068 805-78109 1.000 EACH| 7700.00000 7700.00| 8500.00000 8500.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0069 805-78205 8.000 EACH| 375.00000 3000.00| 475.00000 3800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 805-78415 4.000 EACH| 1450.00000 5800.00| 1350.00000 5400.00| SPAN, CATENARY, AND TETHER | | | 0071 805-78420 4.000 EACH| 220.00000 880.00| 300.00000 1200.00| DISCONNECT HANGER | | | 0072 805-78445 1.000 EACH| 375.00000 375.00| 660.00000 660.00| SIGNAL SERVICE | | | 0073 805-78467 50.000 LFT | 1.30000 65.00| 1.90000 95.00| SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 2300.000 LFT | 0.50000 1150.00| 0.35000 805.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-78485 360.000 LFT | 0.90000 324.00| 1.15000 414.00| SIGNAL CABLE, 5C 14GA. | | | 0076 805-78490 450.000 LFT | 1.05000 472.50| 1.25000 562.50| SIGNAL CABLE, 7C 14GA. | | | 0077 805-78492 850.000 LFT | 2.60000 2210.00| 1.40000 1190.00| SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0078 805-78510 3000.000 LFT | 0.80000 2400.00| 0.95000 2850.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 7.000 EACH| 400.00000 2800.00| 475.00000 3325.00| SIGNAL DETECTOR HOUSING | | | 0080 805-78795 885.000 LFT | 9.50000 8407.50| 12.00000 10620.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-78925 1.000 EACH| 600.00000 600.00| 890.00000 890.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0082 805-81032 4.000 EACH| 2430.00000 9720.00| 3435.00000 13740.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0083 805-86805 1.000 EACH| 1675.00000 1675.00| 1775.00000 1775.00| SERVICE POINT, I | | | 0084 805-86889 330.000 LFT | 1.00000 330.00| 0.65000 214.50| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0085 805-86920 4.000 EACH| 15.50000 62.00| 18.00000 72.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0086 805-86925 4.000 EACH| 22.40000 89.60| 30.00000 120.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0087 805-86930 6.000 EACH| 14.20000 85.20| 18.00000 108.00| INSULATING LINK, NOT WATERPROOFED | | | 0088 805-86935 4.000 EACH| 22.00000 88.00| 24.00000 96.00| INSULATING LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-86955 2.000 EACH| 200.00000 400.00| 195.00000 390.00| CABLE DUCT MARKER | | | 0090 805-92504 4.000 EACH| 250.00000 1000.00| 235.00000 940.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0091 805-98335 300.000 LFT | 4.05000 1215.00| 4.75000 1425.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0092 805-98336 80.000 LFT | 4.05000 324.00| 4.75000 380.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0093 807-02428 3.000 EACH| 755.00000 2265.00| 655.00000 1965.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0094 807-78590 1.000 EACH| 310.00000 310.00| 655.00000 655.00| HANDHOLE | | | 0095 807-84752 1.000 EACH| 1050.00000 1050.00| 1425.00000 1425.00| LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0096 807-84762 1.000 EACH| 1135.00000 1135.00| 1485.00000 1485.00| LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0097 807-84804 1.000 EACH| 1135.00000 1135.00| 1515.00000 1515.00| LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0098 807-86620 3.000 EACH| 225.00000 675.00| 270.00000 810.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0099 807-86910 3.000 EACH| 31.60000 94.80| 30.00000 90.00| CONNECTOR KIT, UNFUSED | | | 0100 807-86915 3.000 EACH| 32.70000 98.10| 34.00000 102.00| CONNECTOR KIT, FUSED | | | 0101 807-86950 3.000 EACH| 48.30000 144.90| 42.00000 126.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0102 808-06703 1391.000 LFT | 0.45000 625.95| 0.50000 695.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0103 808-06713 2766.000 LFT | 0.20000 553.20| 0.20000 553.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0104 808-06716 780.000 LFT | 0.80000 624.00| 0.95000 741.00| LINE, REMOVE | | | 0105 808-75245 1768.000 LFT | 0.45000 795.60| 0.50000 884.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 579,194.13 ROUTE : US 31 CALL ORDER : 111 CONTRACT ID : R -22339-B COUNTIES : TIPPECANOE LETTING DATE : 06/20/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 | |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 808-75278 224.000 LFT | 1.85000 414.40| 2.10000 470.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0107 808-75297 166.000 LFT | 2.90000 481.40| 3.50000 581.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0108 808-75320 12.000 EACH| 58.00000 696.00| 66.00000 792.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 8.000 EACH| 79.00000 632.00| 89.00000 712.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 808-75998 43.000 EACH| 34.00000 1462.00| 38.00000 1634.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 808-92027 975.000 LFT | 0.90000 877.50| 1.10000 1072.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0112 808-95933 434.000 LFT | 0.55000 238.70| 0.60000 260.40| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 583,518.38| $ 599,922.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,518.38| $ 599,922.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,770,280.02 ROUTE : CALL ORDER : 121 CONTRACT ID : R -24319-B COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949033 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,581,570.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 1,840,327.85 116.3608% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1128289 | |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BEAUTIFICATION/ENHANCEMENT | | | 0001 105-01925 7.000 MOS | 2300.00000 16100.00| 2000.00000 14000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 13500.00000 13500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 78000.00000 78000.00| 91500.00000 91500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25999.32000 25999.32| 16957.00000 16957.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 1290.000 LFT | 6.00000 7740.00| 7.80000 10062.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 1240.000 SYS | 10.00000 12400.00| 15.00000 18600.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 465.000 SYS | 10.00000 4650.00| 13.00000 6045.00| SURFACE MILLING, ASPHALT | | | 0008 202-91351 732.000 LFT | 22.00000 16104.00| 27.00000 19764.00| TRACK, REMOVE | | | 0009 202-95027 4.000 EACH| 450.00000 1800.00| 330.00000 1320.00| IMPACT ATTENUATOR, REMOVE | | | 0010 202-96151 LUMP| 1000.00000 1000.00| 550.00000 550.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0011 203-02000 110.000 CYS | 100.00000 11000.00| 170.00000 18700.00| EXCAVATION, COMMON | | | 0012 210-05106 1.000 EACH| 34000.00000 34000.00| 52300.00000 52300.00| CONCRETE ENCASE DELAWARE ST NORTH | | | FASCIA BEAM | | | 0013 210-05106 39.000 EACH| 2250.00000 87750.00| 5300.00000 206700.00| CONCRETE INFILL BOX BEAM SECTIONS ABOVE | | | GIRDERS | | | 0014 210-05106 51.000 EACH| 1400.00000 71400.00| 3000.00000 153000.00| CONCRETE INFILL BOX BEAM SECTIONS OVER | | | ABUTMENTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,770,280.02 ROUTE : CALL ORDER : 121 CONTRACT ID : R -24319-B COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1128289 | |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-06312 700.000 SFT | 175.00000 122500.00| 100.00000 70000.00| REMOVE AND PATCH DEGRADED COCRETE | | | 0016 210-06313 160.000 LFT | 112.00000 17920.00| 72.00000 11520.00| SEAL OPEN JOINTS & CRACKS IN BRIDGE | | | ABUTMENTS | | | 0017 210-06314 11.000 EACH| 14050.00000 154550.00| 13200.00000 145200.00| REMOVE AND REPLACE PLATE GIRDER | | | SECTIONS BETWEEN COLUMNS | | | 0018 210-06314 3.000 EACH| 14200.00000 42600.00| 13800.00000 41400.00| REMOVE AND REPLACE STEEL COLUMNS | | | 0019 210-06316 LUMP| 202250.00000 202250.00| 185000.00000 185000.00| SHORING OF STRUCTURE | | | 0020 210-06318 LUMP| 5500.00000 5500.00| 7000.00000 7000.00| PROTECTION OF EXISTING UTILITIES | | | 0021 210-06801 3.000 EACH| 8400.00000 25200.00| 22000.00000 66000.00| REMOVAL AND ENCASEMENT OF DELAWARE END | | | COLUMNS, NORTH ELEVATION | | | 0022 210-06801 3.000 EACH| 8400.00000 25200.00| 22000.00000 66000.00| REMOVAL AND ENCASEMENT OF DELAWARE END | | | COLUMNS, SOUTH ELEVATION | | | 0023 211-02060 110.000 CYS | 50.00000 5500.00| 38.00000 4180.00| B BORROW FOR STRUCTURE BACKFILL | | | 0024 211-02060 266.000 CYS | 50.00000 13300.00| 39.00000 10374.00| B BORROW FOR STRUCTURE BACKFILL , | | | SIDEWALKS | | | 0025 213-04324 100.000 CYS | 55.00000 5500.00| 100.00000 10000.00| FLOWABLE FILL | | | 0026 401-05437 829.000 TON | 45.00000 37305.00| 46.00000 38134.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05454 230.000 TON | 55.00000 12650.00| 56.00000 12880.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0028 401-05456 161.000 TON | 65.00000 10465.00| 66.00000 10626.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 406-05520 1.600 TON | 200.00000 320.00| 210.00000 336.00| ASPHALT FOR TACK COAT | | | 0030 601-04746 1.000 EACH| 7000.00000 7000.00| 10100.00000 10100.00| ENERGY ABSORBING TERMINAL, CZ | | | 0031 601-06234 4.000 EACH| 15000.00000 60000.00| 15100.00000 60400.00| IMPACT ATTENUATOR, R1, W1, TL-3, 45 mph | | | 0032 601-06242 3.000 EACH| 15000.00000 45000.00| 16400.00000 49200.00| IMPACT ATTENUATOR, R2, W1, TL-2, 45 mph | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,770,280.02 ROUTE : CALL ORDER : 121 CONTRACT ID : R -24319-B COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1128289 | |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 602-06646 984.000 LFT | 30.00000 29520.00| 25.00000 24600.00| TEMPORARY CONCRETE BARRIER | | | 0034 604-04927 850.000 LFT | 40.00000 34000.00| 63.00000 53550.00| CONCRETE CURBWALL, REMOVE | | | 0035 604-91531 1195.000 SYS | 40.00000 47800.00| 34.00000 40630.00| SIDEWALK, CONCRETE, 4 IN. | | | 0036 605-06120 1209.000 LFT | 25.00000 30225.00| 25.00000 30225.00| CURB, CONCRETE | | | 0037 702-76240 309.000 CYS | 500.00000 154500.00| 500.00000 154500.00| CONCRETE , ARCHITECTURAL | | | 0038 702-94656 92.000 CYS | 450.00000 41400.00| 500.00000 46000.00| CONCRETE, B | | | 0039 703-51030 21401.000 LBS | 1.00000 21401.00| 0.85000 18190.85| REINFORCING STEEL | | | 0040 704-04850 785.000 SYS | 6.50000 5102.50| 15.00000 11775.00| CONCRETE SECONDARY SIDEWALK, REMOVE | | | 0041 720-04499 3.000 EACH| 800.00000 2400.00| 995.00000 2985.00| INLET, RECONSTRUCT | | | 0042 720-44000 7.000 EACH| 500.00000 3500.00| 380.00000 2660.00| CASTING, ADJUST TO GRADE | | | 0043 801-06207 3731.000 LFT | 1.00000 3731.00| 1.00000 3731.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06606 10.000 EACH| 85.00000 850.00| 75.00000 750.00| BARRICADE, IIIB | | | 0045 801-06624 7.000 EACH| 280.00000 1960.00| 260.00000 1820.00| STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0046 801-06645 39.000 EACH| 43.00000 1677.00| 36.00000 1404.00| CONSTRUCTION SIGN, B | | | 0047 801-06710 360.000 DAY | 15.00000 5400.00| 31.00000 11160.00| FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 20000.00000 20000.00| 12500.00000 12500.00| MAINTAINING TRAFFIC | | | 0049 808-03439 180.000 LFT | 10.00000 1800.00| 10.00000 1800.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0050 808-06701 180.000 LFT | 0.37000 66.60| 0.50000 90.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0051 808-06703 254.000 LFT | 0.37000 93.98| 0.50000 127.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,770,280.02 ROUTE : CALL ORDER : 121 CONTRACT ID : R -24319-B COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1128289 | |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06716 120.000 LFT | 0.85000 102.00| 1.00000 120.00| LINE, REMOVE | | | 0053 808-75260 61.000 LFT | 1.60000 97.60| 2.00000 122.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0054 808-75297 24.000 LFT | 10.00000 240.00| 10.00000 240.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,581,570.00| $ 1,840,327.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,581,570.00| $ 1,840,327.85| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,744.11 ROUTE : 19 CALL ORDER : 141 CONTRACT ID : R -24675-A COUNTIES : HOWARD TIPTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/29/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4680005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 3,281,509.72 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,507,588.57 106.8894% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,199,051.06 127.9609% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| 2000.00000 18000.00| 2000.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 53000.00000 53000.00| 77000.00000 77000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 73600.00000 73600.00| 176000.00000 176000.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6125.00000 6125.00| 35000.00000 35000.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 62.000 m | 36.75000 2278.50| 25.50000 1581.00| 27.00000 1674.00 GUARDRAIL, REMOVE | | | 0006 202-02245 1.000 EACH| 150.00000 150.00| 105.00000 105.00| 250.00000 250.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 4.000 EACH| 250.00000 1000.00| 210.00000 840.00| 560.00000 2240.00 TREE, 250 mm, REMOVE | | | 0008 202-02260 3.000 EACH| 500.00000 1500.00| 560.00000 1680.00| 1600.00000 4800.00 TREE, 760 mm, REMOVE | | | 0009 202-02270 2.000 EACH| 1000.00000 2000.00| 840.00000 1680.00| 3300.00000 6600.00 TREE, 1520 mm, REMOVE | | | 0010 202-02271 16.000 EACH| 245.00000 3920.00| 165.00000 2640.00| 270.00000 4320.00 HEADWALL, REMOVE | | | 0011 202-51330 LUMP| 15312.50000 15312.50| 5000.00000 5000.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-60820 160235.000 m2 | 0.24000 38456.40| 0.20000 32047.00| 0.13000 20830.55 SURFACE MILLING, ASPHALT | | | 0013 202-96133 128.200 m | 18.37000 2355.03| 44.00000 5640.80| 31.00000 3974.20 PIPE, REMOVE | | | 0014 203-02000 2535.000 m3 | 20.00000 50700.00| 31.50000 79852.50| 35.00000 88725.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,744.11 ROUTE : 19 CALL ORDER : 141 CONTRACT ID : R -24675-A COUNTIES : HOWARD TIPTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02070 4565.000 m3 | 12.00000 54780.00| 15.30000 69844.50| 24.00000 109560.00 BORROW | | | 0016 203-51223 183.500 m3 | 30.62000 5618.77| 20.00000 3670.00| 27.00000 4954.50 EXCAVATION, WATERWAY | | | 0017 205-02224 2000.000 m | 4.92000 9840.00| 4.92000 9840.00| 5.20000 10400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 1056.000 m | 7.56000 7983.36| 7.55000 7972.80| 7.90000 8342.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02234 1.000 EACH| 90.07000 90.07| 90.00000 90.00| 95.00000 95.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 211-02060 148.200 m3 | 42.88000 6354.82| 26.00000 3853.20| 44.00000 6520.80 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 486.100 Mg | 22.00000 10694.20| 23.50000 11423.35| 20.00000 9722.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 303-52309 7848.000 Mg | 15.71000 123292.08| 15.50000 121644.00| 20.00000 156960.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 303-94433 198.000 m3 | 61.25000 12127.50| 24.00000 4752.00| 57.00000 11286.00 AGGREGATE, 12 | | | 0024 305-05204 8860.500 Mg | 42.73000 378609.17| 41.00000 363280.50| 50.00000 443025.00 HMA FOR PATCHING | | | 0025 305-05206 8118.100 Mg | 36.70000 297934.27| 40.00000 324724.00| 50.00000 405905.00 WIDENING WITH HMA | | | 0026 401-05455 21450.000 Mg | 34.05000 730372.50| 34.00000 729300.00| 42.00000 900900.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 11700.000 Mg | 39.45000 461565.00| 42.50000 497250.00| 45.00000 526500.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 401-05463 7357.000 Mg | 38.45000 282876.65| 26.00000 191282.00| 43.00000 316351.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0029 401-05464 1976.000 Mg | 39.45000 77953.20| 55.00000 108680.00| 56.00000 110656.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0030 401-06264 LUMP| 4803.60000 4803.60| 10000.00000 10000.00| 5700.00000 5700.00 PROFILOGRAPH, HMA | | | 0031 405-05517 102.100 Mg | 100.00000 10210.00| 100.00000 10210.00| 350.00000 35735.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 121.300 Mg | 250.00000 30325.00| 200.00000 24260.00| 200.00000 24260.00 ASPHALT FOR TACK COAT | | | 0033 610-05527 1429.000 Mg | 59.14000 84511.06| 85.00000 121465.00| 96.00000 137184.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,744.11 ROUTE : 19 CALL ORDER : 141 CONTRACT ID : R -24675-A COUNTIES : HOWARD TIPTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06525 21.000 EACH| 250.00000 5250.00| 300.00000 6300.00| 370.00000 7770.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0035 616-02320 290.000 m2 | 6.13000 1777.70| 2.00000 580.00| 2.80000 812.00 GEOTEXTILES | | | 0036 616-06405 126.000 Mg | 42.88000 5402.88| 29.75000 3748.50| 45.00000 5670.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 450.34000 900.68| 450.00000 900.00| 470.00000 940.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01660 962.000 m2 | 0.78000 750.36| 0.78000 750.36| 0.83000 798.46 MULCHED SEEDING, LEGUME, 2 | | | 0039 621-01956 23.000 kg | 35.02630 805.60| 35.00000 805.00| 37.00000 851.00 SEED MIXTURE, LEGUME, 1 | | | 0040 621-06548 1.200 kg | 55.04000 66.05| 55.00000 66.00| 58.00000 69.60 SEED MIXTURE, CV | | | 0041 621-06559 87463.000 m2 | 0.40000 34985.20| 0.39000 34110.57| 0.41000 35859.83 MULCHED SEEDING, R | | | 0042 621-06567 2.700 kL | 0.55000 1.49| 0.55000 1.49| 0.58000 1.57 WATER | | | 0043 621-06574 147.200 m2 | 8.76000 1289.47| 8.45000 1243.84| 8.90000 1310.08 SODDING | | | 0044 621-52448 4.000 EACH| 25.02000 100.08| 25.00000 100.00| 51.00000 204.00 SIGN, DO NOT SPRAY | | | 0045 622-98200 4.000 EACH| 25.02000 100.08| 25.00000 100.00| 51.00000 204.00 SIGN, DO NOT DISTURB | | | 0046 714-06677 21.340 m | 5145.00000 109794.30| 3900.00000 83226.00| 4100.00000 87494.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 1800 mm | | | 0047 715-05119 58.000 m | 174.54000 10123.32| 150.00000 8700.00| 64.00000 3712.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0048 715-05121 69.500 m | 184.26000 12806.07| 175.00000 12162.50| 110.00000 7645.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0049 715-05123 89.500 m | 232.78000 20833.81| 188.00000 16826.00| 150.00000 13425.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0050 715-05133 28.100 m | 645.00000 18124.50| 347.00000 9750.70| 340.00000 9554.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0051 715-05168 8.540 m | 79.62000 679.95| 163.00000 1392.02| 90.00000 768.60 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0052 715-05169 166.000 m | 115.15000 19114.90| 129.00000 21414.00| 100.00000 16600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05171 47.000 m | 132.30000 6218.10| 181.00000 8507.00| 110.00000 5170.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,744.11 ROUTE : 19 CALL ORDER : 141 CONTRACT ID : R -24675-A COUNTIES : HOWARD TIPTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05173 32.200 m | 153.13000 4930.79| 197.00000 6343.40| 130.00000 4186.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0055 715-05177 25.000 m | 202.13000 5053.25| 250.00000 6250.00| 200.00000 5000.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0056 715-05262 1.700 m | 349.13000 593.52| 596.00000 1013.20| 610.00000 1037.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.70 | | | m2 | | | 0057 715-05381 9.000 m | 447.13000 4024.17| 443.00000 3987.00| 110.00000 990.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0058 715-13100 12.400 m | 1653.75000 20506.50| 1150.00000 14260.00| 1300.00000 16120.00 PIPE, GROUP L, 2700 mm | | | 0059 715-35000 30.000 m | 24.50000 735.00| 18.50000 555.00| 61.00000 1830.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0060 715-35005 30.000 m | 30.63000 918.90| 22.00000 660.00| 69.00000 2070.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0061 715-35010 30.000 m | 36.75000 1102.50| 30.00000 900.00| 72.00000 2160.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0062 715-46000 4.000 EACH| 245.00000 980.00| 247.00000 988.00| 220.00000 880.00 PIPE END SECTION, 300 mm | | | 0063 715-46005 65.000 EACH| 306.25000 19906.25| 289.00000 18785.00| 230.00000 14950.00 PIPE END SECTION, 375 mm | | | 0064 715-46010 22.000 EACH| 367.50000 8085.00| 324.00000 7128.00| 250.00000 5500.00 PIPE END SECTION, 450 mm | | | 0065 715-46020 15.000 EACH| 306.25000 4593.75| 382.00000 5730.00| 310.00000 4650.00 PIPE END SECTION, 600 mm | | | 0066 715-46030 2.000 EACH| 612.50000 1225.00| 522.00000 1044.00| 400.00000 800.00 PIPE END SECTION, 750 mm | | | 0067 715-46035 2.000 EACH| 857.50000 1715.00| 660.00000 1320.00| 510.00000 1020.00 PIPE END SECTION, 825 mm | | | 0068 715-46040 2.000 EACH| 857.50000 1715.00| 700.00000 1400.00| 510.00000 1020.00 PIPE END SECTION, 900 mm | | | 0069 715-95490 28.000 m | 115.15000 3224.20| 128.00000 3584.00| 97.00000 2716.00 PIPE, RELAID, 375 mm | | | 0070 720-44000 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| 370.00000 2960.00 CASTING, ADJUST TO GRADE | | | 0071 720-44297 7.000 EACH| 520.00000 3640.00| 500.00000 3500.00| 1500.00000 10500.00 INLET APRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,624,744.11 ROUTE : 19 CALL ORDER : 141 CONTRACT ID : R -24675-A COUNTIES : HOWARD TIPTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-04308 2.000 EACH| 200.15000 400.30| 425.00000 850.00| 211.65000 423.30 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06198 60.000 DAY | 450.35000 27021.00| 300.00000 18000.00| 470.00000 28200.00 PATROLLER | | | 0074 801-06203 3508.000 m | 0.26000 912.08| 0.26000 912.08| 0.28000 982.24 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 1754.000 m | 2.00000 3508.00| 2.54000 4455.16| 5.04000 8840.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06605 100.000 EACH| 60.05000 6005.00| 40.00000 4000.00| 63.49000 6349.00 BARRICADE, IIIA | | | 0077 801-06606 98.000 EACH| 70.05000 6864.90| 50.00000 4900.00| 74.00000 7252.00 BARRICADE, IIIB | | | 0078 801-06625 27.000 EACH| 90.07000 2431.89| 75.00000 2025.00| 95.00000 2565.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0079 801-06640 48.000 EACH| 130.10000 6244.80| 120.00000 5760.00| 140.00000 6720.00 CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP| 61600.00000 61600.00| 142950.00000 142950.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0082 804-06770 1.000 EACH| 30.00000 30.00| 18.00000 18.00| 19.00000 19.00 DELINEATOR POST | | | 0083 808-06712 3789.000 m | 0.18000 682.02| 0.18000 682.02| 0.19000 719.91 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0084 808-06713 29031.000 m | 0.16000 4644.96| 0.16000 4644.96| 0.17000 4935.27 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-06714 2380.000 m | 0.16000 380.80| 0.16000 380.80| 0.17000 404.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0086 808-06721 45.400 m | 0.18000 8.17| 0.18000 8.17| 0.19000 8.63 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0087 808-06723 2.000 EACH| 50.04000 100.08| 50.00000 100.00| 53.00000 106.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0088 808-06726 42.100 m | 1.50000 63.15| 1.50000 63.15| 1.60000 67.36 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0089 808-75140 2.000 EACH| 350.26000 700.52| 350.00000 700.00| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | SECTION TOTALS | $ 3,281,509.72| $ 3,507,588.57| $ 4,199,051.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,281,509.72| $ 3,507,588.57| $ 4,199,051.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/12/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4920001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 262,090.46 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 264,818.31 101.0408% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 271,114.44 103.4430% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 307,409.39 117.2913% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO 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 | 695.00000 4170.00| 1700.00000 10200.00| 1428.46000 8570.76 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6066.00000 6066.00| 5400.00000 5400.00| 3688.05000 3688.05 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13825.00000 13825.00| 13200.00000 13200.00| 16270.45000 16270.45 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8510.00000 8510.00| 10400.00000 10400.00| 2095.76000 2095.76 CLEARING RIGHT OF WAY | | | 0005 202-02241 180.000 m | 6.00000 1080.00| 8.00000 1440.00| 11.00000 1980.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 27871.73000 27871.73| 16750.00000 16750.00| 15713.77000 15713.77 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 10.40000 2246.40| 13.50000 2916.00| 10.02000 2164.32 SURFACE MILLING, ASPHALT | | | 0008 202-74045 6.000 EACH| 33.00000 198.00| 35.00000 210.00| 35.00000 210.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-93741 4.000 EACH| 90.00000 360.00| 100.00000 400.00| 150.00000 600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 670.000 m3 | 16.40000 10988.00| 9.00000 6030.00| 13.63000 9132.10 EXCAVATION, COMMON | | | 0011 203-02070 245.000 m3 | 5.70000 1396.50| 18.00000 4410.00| 25.77000 6313.65 BORROW | | | 0012 205-02224 186.000 m | 3.40000 632.40| 6.10000 1134.60| 6.10000 1134.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 13.600 m | 78.75000 1071.00| 160.00000 2176.00| 95.76000 1302.34 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51225 65.000 m3 | 3.00000 195.00| 11.70000 760.50| 19.61000 1274.65 EXCAVATION, DRY | | | 0015 211-02060 60.000 m3 | 53.20000 3192.00| 40.00000 2400.00| 66.51000 3990.60 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 100.000 m3 | 150.00000 15000.00| 110.00000 11000.00| 92.91000 9291.00 FLOWABLE MORTAR | | | 0017 303-52308 25.000 Mg | 13.80000 345.00| 26.25000 656.25| 46.94000 1173.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-52309 1125.000 Mg | 12.25000 13781.25| 13.70000 15412.50| 14.74000 16582.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 402-05468 42.000 Mg | 54.50000 2289.00| 57.40000 2410.80| 54.50000 2289.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 15.000 Mg | 67.00000 1005.00| 70.50000 1057.50| 67.00000 1005.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 60.000 Mg | 61.00000 3660.00| 64.20000 3852.00| 61.00000 3660.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 360.000 Mg | 41.50000 14940.00| 43.70000 15732.00| 41.50000 14940.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05490 120.000 Mg | 51.00000 6120.00| 53.70000 6444.00| 51.00000 6120.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0024 405-05518 1461.000 m2 | 0.50000 730.50| 0.55000 803.55| 0.50000 730.50 ASPHALT FOR PRIME COAT | | | 0025 406-05521 2250.000 m2 | 0.10000 225.00| 0.10000 225.00| 0.10000 225.00 ASPHALT FOR TACK COAT | | | 0026 601-02636 22.860 m | 62.00000 1417.32| 62.00000 1417.32| 62.00000 1417.32 GUARDRAIL, W BEAM, NESTED | | | 0027 601-94689 4.000 EACH| 3650.00000 14600.00| 3200.00000 12800.00| 3650.00000 14600.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 215.265 m | 37.00000 7964.81| 32.00000 6888.48| 37.00000 7964.81 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-05527 10.000 Mg | 75.00000 750.00| 78.95000 789.50| 75.00000 750.00 HMA FOR APPROACHES | | | 0030 615-06500 2.000 EACH| 280.00000 560.00| 450.00000 900.00| 425.00000 850.00 MONUMENT, A | | | 0031 616-02320 84.000 m2 | 3.10000 260.40| 5.15000 432.60| 4.31000 362.04 GEOTEXTILES | | | 0032 616-06405 49.000 Mg | 24.12000 1181.88| 18.55000 908.95| 30.50000 1494.50 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 400.00000 800.00| 800.00000 1600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-02770 645.000 m2 | 2.75000 1773.75| 2.75000 1773.75| 2.75000 1773.75 EROSION CONTROL BLANKET | | | 0035 621-06548 2.100 kg | 67.50000 141.75| 67.50000 141.75| 67.50000 141.75 SEED MIXTURE, CV | | | 0036 621-06559 175.000 m2 | 4.15000 726.25| 4.15000 726.25| 4.15000 726.25 MULCHED SEEDING, R | | | 0037 621-06567 3.240 kL | 0.50000 1.62| 0.50000 1.62| 0.50000 1.62 WATER | | | 0038 621-06574 180.000 m2 | 10.00000 1800.00| 10.00000 1800.00| 10.00000 1800.00 SODDING | | | 0039 621-52448 8.000 EACH| 22.50000 180.00| 12.00000 96.00| 12.00000 96.00 SIGN, DO NOT SPRAY | | | 0040 702-51015 25.000 m3 | 400.00000 10000.00| 610.00000 15250.00| 680.09000 17002.25 CONCRETE, B, FOOTINGS | | | 0041 702-90915 13.600 m3 | 600.00000 8160.00| 765.00000 10404.00| 1494.58000 20326.29 CONCRETE, A | | | 0042 703-51030 2144.000 kg | 1.77000 3794.88| 1.50000 3216.00| 2.15000 4609.60 REINFORCING STEEL | | | 0043 714-06277 16.400 m | 3407.00000 55874.80| 3520.00000 57728.00| 3207.29000 52599.56 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0044 801-04308 10.000 EACH| 95.00000 950.00| 95.00000 950.00| 95.00000 950.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06196 60.000 EACH| 79.00000 4740.00| 79.00000 4740.00| 79.00000 4740.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0046 801-06605 12.000 EACH| 70.00000 840.00| 70.00000 840.00| 79.00000 948.00 BARRICADE, IIIA | | | 0047 802-02293 1.000 m3 | 500.00000 500.00| 810.00000 810.00| 810.00000 810.00 CONCRETE, SIGN FOUNDATION | | | 0048 802-02489 14.300 m | 32.50000 464.75| 38.00000 543.40| 38.00000 543.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0049 802-02922 8.900 m | 28.90000 257.21| 32.00000 284.80| 32.00000 284.80 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0050 802-76025 6.412 m2 | 194.00000 1243.93| 155.00000 993.86| 154.95000 993.54 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 804-06770 4.000 EACH| 10.00000 40.00| 10.00000 40.00| 10.00000 40.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1817530 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|PIONEER ASSOCIATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-01238 1.000 EACH| 144.00000 144.00| 144.00000 144.00| 144.00000 144.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0053 808-06713 220.000 m | 0.82000 180.40| 0.82000 180.40| 0.82000 180.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-75240 28.000 m | 1.95000 54.60| 1.95000 54.60| 1.95000 54.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0055 808-75245 190.000 m | 1.80000 342.00| 1.80000 342.00| 1.80000 342.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 6.500 m | 10.82000 70.33| 10.82000 70.33| 10.82000 70.33 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0057 808-75996 8.000 EACH| 11.00000 88.00| 30.00000 240.00| 18.76000 150.08 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 10.000 EACH| 49.00000 490.00| 49.00000 490.00| 49.00000 490.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 801-06640 30.000 EACH| 60.00000 1800.00| 60.00000 1800.00| 60.00000 1800.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 262,090.46| $ 264,818.31| $ 271,114.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,090.46| $ 264,818.31| $ 271,114.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | 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 | 2000.00000 12000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4600.00000 4600.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 180.000 m | 11.00000 1980.00| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 48856.01000 48856.01| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 21.02000 4540.32| | SURFACE MILLING, ASPHALT | | | 0008 202-74045 6.000 EACH| 35.00000 210.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-93741 4.000 EACH| 150.00000 600.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 670.000 m3 | 5.32000 3564.40| | EXCAVATION, COMMON | | | 0011 203-02070 245.000 m3 | 12.82000 3140.90| | BORROW | | | 0012 205-02224 186.000 m | 6.10000 1134.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02231 13.600 m | 69.15000 940.44| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 206-51225 65.000 m3 | 11.94000 776.10| | EXCAVATION, DRY | | | 0015 211-02060 60.000 m3 | 20.53000 1231.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 100.000 m3 | 103.77000 10377.00| | FLOWABLE MORTAR | | | 0017 303-52308 25.000 Mg | 9.88000 247.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-52309 1125.000 Mg | 9.91000 11148.75| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0019 402-05468 42.000 Mg | 53.00000 2226.00| | HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 15.000 Mg | 55.00000 825.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 60.000 Mg | 56.80000 3408.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 360.000 Mg | 52.40000 18864.00| | HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05490 120.000 Mg | 53.10000 6372.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0024 405-05518 1461.000 m2 | 0.80000 1168.80| | ASPHALT FOR PRIME COAT | | | 0025 406-05521 2250.000 m2 | 0.10000 225.00| | ASPHALT FOR TACK COAT | | | 0026 601-02636 22.860 m | 62.00000 1417.32| | GUARDRAIL, W BEAM, NESTED | | | 0027 601-94689 4.000 EACH| 3650.00000 14600.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 215.265 m | 37.00000 7964.81| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-05527 10.000 Mg | 76.40000 764.00| | HMA FOR APPROACHES | | | 0030 615-06500 2.000 EACH| 241.75000 483.50| | MONUMENT, A | | | 0031 616-02320 84.000 m2 | 2.20000 184.80| | GEOTEXTILES | | | 0032 616-06405 49.000 Mg | 24.16000 1183.84| | RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02770 645.000 m2 | 2.75000 1773.75| | EROSION CONTROL BLANKET | | | 0035 621-06548 2.100 kg | 67.50000 141.75| | SEED MIXTURE, CV | | | 0036 621-06559 175.000 m2 | 4.15000 726.25| | MULCHED SEEDING, R | | | 0037 621-06567 3.240 kL | 0.50000 1.62| | WATER | | | 0038 621-06574 180.000 m2 | 10.00000 1800.00| | SODDING | | | 0039 621-52448 8.000 EACH| 22.50000 180.00| | SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-51015 25.000 m3 | 750.00000 18750.00| | CONCRETE, B, FOOTINGS | | | 0041 702-90915 13.600 m3 | 1000.00000 13600.00| | CONCRETE, A | | | 0042 703-51030 2144.000 kg | 1.87000 4009.28| | REINFORCING STEEL | | | 0043 714-06277 16.400 m | 3500.00000 57400.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0044 801-04308 10.000 EACH| 95.00000 950.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06196 60.000 EACH| 79.00000 4740.00| | DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0046 801-06605 12.000 EACH| 70.00000 840.00| | BARRICADE, IIIA | | | 0047 802-02293 1.000 m3 | 810.00000 810.00| | CONCRETE, SIGN FOUNDATION | | | 0048 802-02489 14.300 m | 38.00000 543.40| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0049 802-02922 8.900 m | 32.00000 284.80| | SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0050 802-76025 6.412 m2 | 154.95000 993.54| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 804-06770 4.000 EACH| 10.00000 40.00| | DELINEATOR POST | | | 0052 808-01238 1.000 EACH| 144.00000 144.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0053 808-06713 220.000 m | 0.82000 180.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-75240 28.000 m | 1.95000 54.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0055 808-75245 190.000 m | 1.80000 342.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 6.500 m | 10.82000 70.33| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 153 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,297.53 ROUTE : US 33 CALL ORDER : 153 CONTRACT ID : R -24749-A COUNTIES : ELKHART LETTING DATE : 06/20/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75996 8.000 EACH| 13.66000 109.28| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 10.000 EACH| 49.00000 490.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 801-06640 30.000 EACH| 60.00000 1800.00| | CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 307,409.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,409.39| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 181 CONTRACT ID : R -24990-B COUNTIES : JEFFERSON LETTING DATE : 06/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 05/10/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1161310 TAYLOR BROTHERS CONSTRUCTION $ 660,622.67 100.0000% 2 99-9992031 OLENTANGY RESTORATION $ 726,850.00 110.0249% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 770,116.97 ROUTE : CR 100W CALL ORDER : 191 CONTRACT ID : R -25023-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47008 IN47015 IN47026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 452,297.47 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 468,656.18 103.6168% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | 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 110-01001 LUMP| 15000.00000 15000.00| 23000.00000 23000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| CLEARING RIGHT OF WAY | | | 0004 202-02241 238.000 m | 11.55000 2748.90| 11.00000 2618.00| GUARDRAIL, REMOVE | | | 0005 202-60820 2764.000 m2 | 3.50000 9674.00| 8.10000 22388.40| SURFACE MILLING, ASPHALT | | | 0006 202-74045 11.000 EACH| 52.50000 577.50| 110.50000 1215.50| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96151 LUMP| 900.00000 900.00| 100.00000 100.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0008 203-02080 6.994 km | 1500.00000 10491.00| 500.00000 3497.00| LINEAR GRADING | | | 0010 305-05204 950.000 Mg | 55.00000 52250.00| 46.00000 43700.00| HMA FOR PATCHING | | | 0012 402-05477 3500.000 Mg | 30.45000 106575.00| 33.00000 115500.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 406-05520 12.800 Mg | 385.00000 4928.00| 260.00000 3328.00| ASPHALT FOR TACK COAT | | | 0014 601-01625 3.000 EACH| 1359.75000 4079.25| 1295.00000 3885.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-02636 46.000 m | 43.05000 1980.30| 41.00000 1886.00| GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 770,116.97 ROUTE : CR 100W CALL ORDER : 191 CONTRACT ID : R -25023-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-99105 96.000 m | 46.73000 4486.08| 44.50000 4272.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 610-05527 156.500 Mg | 86.00000 13459.00| 48.00000 7512.00| HMA FOR APPROACHES | | | 0020 615-06520 11.000 EACH| 105.00000 1155.00| 200.00000 2200.00| MONUMENT, RE-ESTABLISH | | | 0021 621-01004 1.000 EACH| 756.00000 756.00| 720.00000 720.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 801-06640 44.000 EACH| 72.45000 3187.80| 69.00000 3036.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 14300.00000 14300.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0026 802-02489 94.600 m | 31.50000 2979.90| 26.24000 2482.30| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0027 802-76025 2.330 m2 | 118.65000 276.45| 159.45000 371.52| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0028 802-76035 4.360 m2 | 117.08000 510.47| 169.60000 739.46| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0030 808-06703 6450.000 m | 0.79000 5095.50| 0.75000 4837.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0032 808-75240 1600.000 m | 0.79000 1264.00| 0.75000 1200.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0033 808-75245 8030.000 m | 0.79000 6343.70| 0.75000 6022.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0034 303-04095 1573.000 Mg | 17.25000 27134.25| 15.00000 23595.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0035 402-05474 4895.000 Mg | 25.20000 123354.00| 28.00000 137060.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0036 621-06560 13996.000 m2 | 0.53000 7417.88| 0.50000 6998.00| MULCHED SEEDING, U | | | 0037 808-75297 38.000 m | 9.98000 379.24| 9.50000 361.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0038 402-05495 100.000 Mg | 38.95000 3895.00| 28.00000 2800.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 770,116.97 ROUTE : CR 100W CALL ORDER : 191 CONTRACT ID : R -25023-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 105-06845 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0040 801-06203 1400.000 m | 0.99000 1386.00| 1.25000 1750.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-03290 11.000 EACH| 57.75000 635.25| 55.00000 605.00| CONSTRUCTION SIGN, C | | | 0042 601-94689 3.000 EACH| 3249.75000 9749.25| 3095.00000 9285.00| GUARDRAIL END TREATMENT, OS | | | 0043 601-06037 3.000 EACH| 656.25000 1968.75| 625.00000 1875.00| GUARDRAIL END TREATMENT, I | | | 0044 621-06570 106.000 m3 | 60.00000 6360.00| 36.00000 3816.00| TOP SOIL | | | SECTION TOTALS | $ 452,297.47| $ 468,656.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 452,297.47| $ 468,656.18| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 193 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,502.87 ROUTE : 400N CALL ORDER : 193 CONTRACT ID : R -25024-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47009 IN47014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 309,557.38 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 385,755.65 124.6152% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 | |RIETH RILEY CONSTRUCTION |BUCKO 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| 2000.00000 4000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 19000.00000 19000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 1500.00000 1500.00| 1120.00000 1120.00| CLEARING RIGHT OF WAY | | | 0004 202-02241 32.000 m | 60.00000 1920.00| 13.15000 420.80| GUARDRAIL, REMOVE | | | 0005 202-02255 1.000 EACH| 750.00000 750.00| 300.00000 300.00| TREE, 460 mm, REMOVE | | | 0006 202-60820 950.000 m2 | 7.50000 7125.00| 10.00000 9500.00| SURFACE MILLING, ASPHALT | | | 0007 202-74045 34.000 EACH| 52.50000 1785.00| 50.00000 1700.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-96151 LUMP| 650.00000 650.00| 150.00000 150.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-02080 5.520 km | 1550.00000 8556.00| 9200.00000 50784.00| LINEAR GRADING | | | 0011 303-52308 185.000 Mg | 17.25000 3191.25| 13.90000 2571.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05477 3155.000 Mg | 32.95000 103957.25| 35.00000 110425.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 50.000 Mg | 39.90000 1995.00| 29.70000 1485.00| HMA WEDGE AND LEVEL | | | 0015 405-05517 1.700 Mg | 380.00000 646.00| 475.00000 807.50| ASPHALT FOR PRIME COAT | | | 0016 406-05520 10.800 Mg | 345.00000 3726.00| 535.00000 5778.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 193 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,502.87 ROUTE : 400N CALL ORDER : 193 CONTRACT ID : R -25024-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 | |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 610-05527 243.000 Mg | 72.00000 17496.00| 81.50000 19804.50| HMA FOR APPROACHES | | | 0018 611-95023 1.000 EACH| 160.00000 160.00| 150.00000 150.00| MAILBOX ASSEMBLY, RESET | | | 0019 615-06520 3.000 EACH| 130.00000 390.00| 360.00000 1080.00| MONUMENT, RE-ESTABLISH | | | 0020 616-02320 1230.000 m2 | 0.90000 1107.00| 2.00000 2460.00| GEOTEXTILES | | | 0021 616-06405 510.000 Mg | 24.00000 12240.00| 24.45000 12469.50| RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 735.00000 735.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06570 40.000 m3 | 38.00000 1520.00| 50.00000 2000.00| TOP SOIL | | | 0025 720-96995 3.000 EACH| 465.00000 1395.00| 130.00000 390.00| CLEAN INLET | | | 0026 801-06640 25.000 EACH| 76.65000 1916.25| 73.00000 1825.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0029 802-02489 136.000 m | 31.50000 4284.00| 30.00000 4080.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0030 802-76025 5.750 m2 | 118.65000 682.24| 113.00000 649.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0031 802-76035 12.160 m2 | 123.38000 1500.30| 117.50000 1428.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0032 805-96014 40.000 m | 21.00000 840.00| 16.40000 656.00| SAW CUT, FULL DEPTH | | | 0033 808-75240 373.000 m | 0.79000 294.67| 0.75000 279.75| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0034 808-75245 3574.000 m | 0.79000 2823.46| 0.75000 2680.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0035 808-75297 20.800 m | 16.28000 338.62| 15.50000 322.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 193 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,502.87 ROUTE : 400N CALL ORDER : 193 CONTRACT ID : R -25024-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 | |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 303-04095 1030.000 Mg | 18.15000 18694.50| 15.85000 16325.50| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0037 402-05474 2180.000 Mg | 27.00000 58860.00| 29.70000 64746.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0038 621-06560 11093.000 m2 | 0.58000 6433.94| 0.55000 6101.15| MULCHED SEEDING, U | | | 0039 801-03290 2.000 EACH| 57.75000 115.50| 55.00000 110.00| CONSTRUCTION SIGN, C | | | 0040 105-06845 LUMP| 1000.00000 1000.00| 8240.00000 8240.00| CONSTRUCTION ENGINEERING | | | 0041 801-06203 460.000 m | 7.89000 3629.40| 1.25000 575.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0042 201-01015 LUMP| 4500.00000 4500.00| 6240.00000 6240.00| CLEARING AND GRUBBING | | | 0043 305-05204 200.000 Mg | 64.00000 12800.00| 72.00000 14400.00| HMA FOR PATCHING | | | SECTION TOTALS | $ 309,557.38| $ 385,755.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 309,557.38| $ 385,755.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 155,067.58 ROUTE : CR 600W CALL ORDER : 201 CONTRACT ID : R -25027-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 81,875.02 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 83,743.71 102.2823% 3 35-1035700 BUCKO CONSTRUCTION $ 93,623.92 114.3497% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO 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 1.000 MOS | 1500.00000 1500.00| 1200.00000 1200.00| 2000.00000 2000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 4600.00000 4600.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 122.000 m2 | 8.00000 976.00| 25.00000 3050.00| 21.50000 2623.00 SURFACE MILLING, ASPHALT | | | 0004 203-02080 1.600 km | 600.00000 960.00| 1700.00000 2720.00| 2500.00000 4000.00 LINEAR GRADING | | | 0007 402-05477 815.000 Mg | 33.10000 26976.50| 32.65000 26609.75| 36.15000 29462.25 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 3.000 Mg | 260.00000 780.00| 420.00000 1260.00| 685.00000 2055.00 ASPHALT FOR TACK COAT | | | 0009 615-06520 3.000 EACH| 190.00000 570.00| 150.00000 450.00| 360.00000 1080.00 MONUMENT, RE-ESTABLISH | | | 0012 801-06640 6.000 EACH| 58.00000 348.00| 61.95000 371.70| 59.00000 354.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 1920.00000 1920.00 MAINTAINING TRAFFIC | | | 0015 802-02489 14.000 m | 26.24000 367.36| 31.50000 441.00| 30.00000 420.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0016 802-76025 2.170 m2 | 159.45000 346.01| 118.65000 257.47| 113.00000 245.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0017 802-76035 1.120 m2 | 169.60000 189.95| 123.38000 138.19| 117.50000 131.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0019 808-75240 400.000 m | 2.75000 1100.00| 2.63000 1052.00| 1.90000 760.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 155,067.58 ROUTE : CR 600W CALL ORDER : 201 CONTRACT ID : R -25027-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-04095 340.000 Mg | 16.00000 5440.00| 17.70000 6018.00| 19.90000 6766.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0021 402-05474 1140.000 Mg | 27.00000 30780.00| 27.15000 30951.00| 29.80000 33972.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 808-75297 7.200 m | 21.00000 151.20| 36.75000 264.60| 31.23000 224.86 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 105-06845 LUMP| 1000.00000 1000.00| 800.00000 800.00| 2760.00000 2760.00 CONSTRUCTION ENGINEERING | | | 0024 202-74045 4.000 EACH| 60.00000 240.00| 52.50000 210.00| 25.00000 100.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0025 202-96151 LUMP| 150.00000 150.00| 650.00000 650.00| 150.00000 150.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 81,875.02| $ 83,743.71| $ 93,623.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 81,875.02| $ 83,743.71| $ 93,623.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 207 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : LOCAL CALL ORDER : 207 CONTRACT ID : R -25031-A COUNTIES : MONROE LETTING DATE : 06/20/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 597,592.59 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 599,290.05 100.2840% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 641,895.00 107.4134% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 788,998.41 132.0294% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 35 CALL ORDER : 215 CONTRACT ID : R -25078-A COUNTIES : LAPORTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY, INC. $ 27,720.60 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 29,678.59 107.0633% 3 35-1067077 RITSCHARD BROTHERS $ 31,337.77 113.0486% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 217 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,906.77 ROUTE : 66 CALL ORDER : 217 CONTRACT ID : R -25079-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 000650M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1763075 NAAS BROTHERS TRUCKING $ 53,598.42 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 78,382.15 146.2396% 3 35-1284120 KOBERSTEIN TRUCKING $ 82,359.50 153.6603% 4 35-1438628 STRADTNER, RAY EXCAVATING $ 83,780.45 156.3114% ==================================================================================================================================== |(1) 35-1763075 |(2) 35-1991044 |(3) 35-1284120 |NAAS BROTHERS TRUCKING |JOHNSON COMPANY, INC. |KOBERSTEIN TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 6100.00000 6100.00| 14319.55000 14319.55| 10720.00000 10720.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0002 202-03000 LUMP| 13185.00000 13185.00| 14258.00000 14258.00| 13080.00000 13080.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0003 202-03000 LUMP| 100.00000 100.00| 1000.00000 1000.00| 1925.00000 1925.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26SA | | | 0004 202-03000 LUMP| 4500.00000 4500.00| 4333.40000 4333.40| 5155.00000 5155.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0005 202-03000 LUMP| 5500.00000 5500.00| 6274.60000 6274.60| 4585.00000 4585.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0006 202-03000 LUMP| 3500.00000 3500.00| 9725.85000 9725.85| 3920.00000 3920.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 57 | | | 0007 202-03000 LUMP| 12300.00000 12300.00| 18400.00000 18400.00| 23575.00000 23575.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 61 | | | 0008 202-03000 LUMP| 4200.00000 4200.00| 3198.00000 3198.00| 6645.00000 6645.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0009 202-03135 178.360 m2 | 10.00000 1783.60| 12.00000 2140.32| 20.65000 3683.13 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 217 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,906.77 ROUTE : 66 CALL ORDER : 217 CONTRACT ID : R -25079-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1763075 |(2) 35-1991044 |(3) 35-1284120 |NAAS BROTHERS TRUCKING |JOHNSON COMPANY, INC. |KOBERSTEIN TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 621-01004 1.000 EACH| 400.00000 400.00| 800.00000 800.00| 1200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-06545 4.530 Mg | 250.00000 1132.50| 325.00000 1472.25| 570.00000 2582.10 FERTILIZER | | | 0012 621-06553 340.200 kg | 0.85000 289.17| 5.90000 2007.18| 8.65000 2942.73 SEED MIXTURE, R | | | 0013 621-06565 4.530 Mg | 134.25000 608.15| 100.00000 453.00| 518.00000 2346.54 MULCHING MATERIAL | | | SECTION TOTALS | $ 53,598.42| $ 78,382.15| $ 82,359.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 53,598.42| $ 78,382.15| $ 82,359.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/00 PAGE : 217 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,906.77 ROUTE : 66 CALL ORDER : 217 CONTRACT ID : R -25079-A COUNTIES : VANDERBURGH WARRICK LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1438628 | | |STRADTNER, RAY EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 11500.00000 11500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0002 202-03000 LUMP| 18500.00000 18500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0003 202-03000 LUMP| 0.00000 0.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26SA | | | 0004 202-03000 LUMP| 3420.00000 3420.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0005 202-03000 LUMP| 4275.00000 4275.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0006 202-03000 LUMP| 3200.00000 3200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 57 | | | 0007 202-03000 LUMP| 9500.00000 9500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 61 | | | 0008 202-03000 LUMP| 3100.00000 3100.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0009 202-03135 178.360 m2 | 100.00000 17836.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0010 621-01004 1.000 EACH| 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-06545 4.530 Mg | 550.00000 2491.50| | FERTILIZER | | | 0012 621-06553 340.200 kg | 7.25000 2466.45| | SEED MIXTURE, R | | | 0013 621-06565 4.530 Mg | 550.00000 2491.50| | MULCHING MATERIAL | | | SECTION TOTALS | $ 83,780.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,780.45| | ====================================================================================================================================