INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,459,061.20 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,689,800.00 109.3832% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |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 NEW TRAFFIC SIGNAL INSTALLATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2500.00000 25000.00| 2200.00000 22000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 5000.00000 5000.00| 7000.00000 7000.00| PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 123000.00000 123000.00| 136000.00000 136000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 12300.00000 12300.00| 28000.00000 28000.00| CLEARING AND GRUBBING | | | 0008 201-52370 LUMP | 12300.00000 12300.00| 28000.00000 28000.00| CLEARING RIGHT OF WAY | | | 0009 202-01000 LUMP | 1000.00000 1000.00| 28000.00000 28000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0010 203-02000 6733.000 m3 | 22.60000 152165.80| 35.00000 235655.00| EXCAVATION, COMMON | | | 0011 205-06933 14.000 EACH | 55.00000 770.00| 56.00000 784.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 2108.000 m | 0.50000 1054.00| 4.30000 9064.40| TEMPORARY SILT FENCE | | | 0013 207-07500 7415.000 m2 | 20.00000 148300.00| 6.50000 48197.50| SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 211-07454 4978.000 m3 | 30.00000 149340.00| 27.00000 134406.00| STRUCTURE BACKFILL | | | 0015 301-07448 1560.000 Mg | 35.00000 54600.00| 28.00000 43680.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08033 12260.000 m2 | 0.50000 6130.00| 1.50000 18390.00| MILLING, ASPHALT, 25 mm | | | 0017 401-06264 LUMP | 1.00000 1.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0018 401-07333 31.000 Mg | 52.00000 1612.00| 65.00000 2015.00| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0019 401-07334 1701.000 Mg | 52.00000 88452.00| 65.00000 110565.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07402 51.000 Mg | 48.00000 2448.00| 50.00000 2550.00| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07403 2834.000 Mg | 48.00000 136032.00| 50.00000 141700.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07407 191.000 Mg | 41.00000 7831.00| 50.00000 9550.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 401-07424 2987.000 Mg | 88.00000 262856.00| 50.00000 149350.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0024 401-07429 929.000 Mg | 88.00000 81752.00| 58.00000 53882.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0025 402-07432 41.000 Mg | 71.00000 2911.00| 65.00000 2665.00| HMA SURFACE, TYPE A | | | 0026 402-07435 121.000 Mg | 67.00000 8107.00| 50.00000 6050.00| HMA INTERMEDIATE, TYPE A | | | 0027 404-05511 447.000 m2 | 0.10000 44.70| 10.00000 4470.00| SEAL COAT, 2 | | | 0028 406-05520 15.000 Mg | 170.00000 2550.00| 200.00000 3000.00| ASPHALT FOR TACK COAT | | | 0029 604-06069 165.000 m2 | 250.00000 41250.00| 80.00000 13200.00| CURB RAMP, CONCRETE | | | 0030 604-90256 992.000 m2 | 20.00000 19840.00| 40.00000 39680.00| SIDEWALK, CONCRETE, 150 mm | | | 0031 605-06125 205.000 m | 50.00000 10250.00| 90.00000 18450.00| CURB, CONCRETE, MODIFIED | | | 0032 605-06200 41.000 m | 124.00000 5084.00| 240.00000 9840.00| CENTER CURB, A, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 605-52807 1142.000 m | 66.00000 75372.00| 50.00000 57100.00| CURB AND GUTTER, COMBINED | | | 0034 605-97937 44.000 m | 68.00000 2992.00| 90.00000 3960.00| CURB AND GUTTER, CONCRETE, ROLL | | | 0035 607-06335 3.000 m | 210.00000 630.00| 210.00000 630.00| PAVED SIDE DITCH, A | | | 0036 607-06370 37.000 m | 260.00000 9620.00| 260.00000 9620.00| PAVED SIDE DITCH, H | | | 0037 610-07486 359.000 Mg | 102.00000 36618.00| 100.00000 35900.00| HMA FOR APPROACHES, TYPE A | | | 0038 611-05330 3607.000 m2 | 45.00000 162315.00| 50.00000 180350.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 611-06497 26.000 EACH | 150.00000 3900.00| 200.00000 5200.00| MAILBOX ASSEMBLY, SINGLE | | | 0040 616-06425 20.000 m2 | 231.00000 4620.00| 110.00000 2200.00| RIPRAP, GROUTED, 300 mm | | | 0041 621-01004 1.000 EACH | 605.00000 605.00| 620.00000 620.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 5515.000 m2 | 2.00000 11030.00| 0.56000 3088.40| MULCHED SEEDING, U | | | 0043 621-06570 865.000 m3 | 3.00000 2595.00| 45.00000 38925.00| TOP SOIL | | | 0044 621-06574 253.000 m2 | 25.00000 6325.00| 13.00000 3289.00| SODDING | | | 0045 702-90915 8.000 m3 | 300.00000 2400.00| 1200.00000 9600.00| CONCRETE, A | | | 0046 703-06028 452.000 kg | 1.00000 452.00| 5.00000 2260.00| REINFORCING BARS | | | 0047 715-05024 130.000 m | 194.20000 25246.00| 310.00000 40300.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0048 715-05149 710.000 m | 90.85000 64503.50| 130.00000 92300.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0049 715-05151 476.000 m | 99.30000 47266.80| 140.00000 66640.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0050 715-05152 172.000 m | 110.58000 19019.76| 150.00000 25800.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0051 715-05154 111.000 m | 133.42000 14809.62| 230.00000 25530.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05156 410.000 m | 167.73000 68769.30| 300.00000 123000.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0053 715-05159 450.000 m | 261.54000 117693.00| 320.00000 144000.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0054 715-05203 1926.000 m | 24.81000 47784.06| 15.00000 28890.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0055 718-52610 340.000 m3 | 50.39000 17132.60| 50.00000 17000.00| AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 5778.000 m2 | 0.98000 5662.44| 2.00000 11556.00| GEOTEXTILES FOR UNDERDRAIN | | | 0057 720-01092 7.000 EACH | 3800.00000 26600.00| 4400.00000 30800.00| MANHOLE, J15, MODIFIED | | | 0058 720-07301 1.000 EACH | 2550.00000 2550.00| 2800.00000 2800.00| INLET TYPE HA | | | 0059 720-44000 23.000 EACH | 215.00000 4945.00| 400.00000 9200.00| CASTING, ADJUST TO GRADE | | | 0060 720-45030 7.000 EACH | 1725.00000 12075.00| 1400.00000 9800.00| INLET, E7 | | | 0061 720-45045 7.000 EACH | 2020.00000 14140.00| 1600.00000 11200.00| INLET, J10 | | | 0062 720-45055 11.000 EACH | 2020.00000 22220.00| 1700.00000 18700.00| INLET, M10 | | | 0063 720-45235 5.000 EACH | 1940.00000 9700.00| 1400.00000 7000.00| CATCH BASIN, E7 | | | 0064 720-45410 1.000 EACH | 1645.00000 1645.00| 2200.00000 2200.00| MANHOLE, C4 | | | 0065 720-91050 2.000 EACH | 2600.00000 5200.00| 4200.00000 8400.00| MANHOLE, K7, MODIFIED | | | 0066 720-94612 6.000 EACH | 3950.00000 23700.00| 4200.00000 25200.00| MANHOLE, K4 | | | 0067 720-95422 3.000 EACH | 2950.00000 8850.00| 3800.00000 11400.00| MANHOLE, J4 | | | 0068 720-98174 2.000 EACH | 2500.00000 5000.00| 2100.00000 4200.00| INLET, B15 | | | 0069 720-98555 15.000 EACH | 2500.00000 37500.00| 2200.00000 33000.00| INLET, C15 | | | 0070 801-06207 6762.000 m | 2.95000 19947.90| 3.00000 20286.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-06640 32.000 EACH | 130.00000 4160.00| 130.00000 4160.00| CONSTRUCTION SIGN, A | | | 0072 801-06710 180.000 DAY | 50.00000 9000.00| 15.00000 2700.00| FLASHING ARROW SIGN | | | 0073 801-06775 LUMP | 3868.14000 3868.14| 71954.40000 71954.40| MAINTAINING TRAFFIC | | | 0074 802-05704 43.800 m | 35.00000 1533.00| 36.00000 1576.80| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0075 802-07135 2.000 EACH | 1640.00000 3280.00| 1800.00000 3600.00| CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0076 802-76025 7.260 m2 | 168.00000 1219.68| 170.00000 1234.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76035 11.180 m2 | 180.00000 2012.40| 180.00000 2012.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0078 803-76125 1.000 EACH | 6800.00000 6800.00| 7100.00000 7100.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0079 805-01815 4.000 EACH | 1640.00000 6560.00| 1800.00000 7200.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0080 805-01842 10.000 EACH | 860.00000 8600.00| 880.00000 8800.00| HANDHOLE, SIGNAL | | | 0081 805-01844 560.000 m | 48.00000 26880.00| 50.00000 28000.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0082 805-01879 1.000 EACH | 468.00000 468.00| 480.00000 480.00| SIGNAL SERVICE, INSTALL | | | 0083 805-02662 4.000 EACH | 289.00000 1156.00| 290.00000 1160.00| AERIAL DISCONNECT | | | 0084 805-78100 1.000 EACH | 8000.00000 8000.00| 8400.00000 8400.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0085 805-78205 8.000 EACH | 540.00000 4320.00| 550.00000 4400.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0086 805-78415 4.000 EACH | 1060.00000 4240.00| 1130.00000 4520.00| SPAN, CATENARY, AND TETHER | | | 0087 805-78467 16.000 m | 7.80000 124.80| 8.00000 128.00| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 805-78470 1500.000 m | 0.49000 735.00| 0.50000 750.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0089 805-78485 115.000 m | 6.10000 701.50| 6.20000 713.00| SIGNAL CABLE, 5C 14GA. | | | 0090 805-78490 145.000 m | 6.70000 971.50| 6.80000 986.00| SIGNAL CABLE, 7C 14GA. | | | 0091 805-78510 1540.000 m | 3.97000 6113.80| 4.40000 6776.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 15.000 EACH | 660.00000 9900.00| 730.00000 10950.00| SIGNAL DETECTOR HOUSING | | | 0093 805-78795 485.000 m | 22.00000 10670.00| 22.00000 10670.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-78925 1.000 EACH | 950.00000 950.00| 1200.00000 1200.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0095 805-81060 4.000 EACH | 2800.00000 11200.00| 2900.00000 11600.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0096 805-96014 167.000 m | 10.00000 1670.00| 10.00000 1670.00| SAW CUT, FULL DEPTH | | | 0097 808-06701 418.000 m | 1.32000 551.76| 1.35000 564.30| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0098 808-06703 324.000 m | 1.32000 427.68| 1.35000 437.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0099 808-06705 174.000 m | 3.50000 609.00| 3.60000 626.40| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0100 808-75043 56.000 m | 3.50000 196.00| 3.60000 201.60| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0101 808-75067 62.000 m | 26.00000 1612.00| 27.00000 1674.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0102 808-75240 353.000 m | 1.32000 465.96| 1.35000 476.55| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0103 808-75245 2775.000 m | 1.32000 3663.00| 1.35000 3746.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0104 808-75247 35.000 m | 3.50000 122.50| 3.60000 126.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 136 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,624.74 ROUTE : 32 CALL ORDER : 136 CONTRACT ID : R -26721-B COUNTIES : DELAWARE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 808-75320 23.000 EACH | 50.00000 1150.00| 51.00000 1173.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0106 808-75325 23.000 EACH | 60.00000 1380.00| 61.00000 1403.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0107 808-96016 37.000 m | 9.00000 333.00| 9.20000 340.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 2,459,061.20| $ 2,689,800.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,459,061.20| $ 2,689,800.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 502,243.91 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 547,159.75 108.9430% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 582,665.34 116.0124% 4 35-1489621 HRP CONSTRUCTION, INC. $ 605,204.19 120.5001% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 632,984.43 126.0313% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 8700.00000 8700.00| 4500.00000 4500.00| 8070.00000 8070.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1644.50000 9867.00| 2500.00000 15000.00| 1045.00000 6270.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 16850.00000 16850.00| 25000.00000 25000.00| 27715.00000 27715.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3675.00000 3675.00| 2000.00000 2000.00| 40545.47000 40545.47 CLEARING RIGHT OF WAY | | | 0007 202-02240 900.000 m2 | 7.30000 6570.00| 7.00000 6300.00| 10.00000 9000.00 PAVEMENT REMOVAL | | | 0008 202-51330 LUMP | 14630.00000 14630.00| 22000.00000 22000.00| 47750.00000 47750.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 435.000 m3 | 8.00000 3480.00| 12.00000 5220.00| 19.30000 8395.50 EXCAVATION, COMMON | | | 0010 203-02070 725.000 m3 | 12.75000 9243.75| 18.00000 13050.00| 12.30000 8917.50 BORROW | | | 0011 205-03371 16.000 m3 | 26.30000 420.80| 25.00000 400.00| 8.80000 140.80 SEDIMENT REMOVE | | | 0012 205-06931 27.000 Mg | 57.25000 1545.75| 50.00000 1350.00| 40.80000 1101.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06936 30.000 Mg | 53.55000 1606.50| 50.00000 1500.00| 39.35000 1180.50 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 451.000 m | 5.92000 2669.92| 5.64000 2543.64| 5.64000 2543.64 TEMPORARY SILT FENCE | | | 0015 207-07500 2922.000 m2 | 5.39000 15749.58| 3.00000 8766.00| 8.00000 23376.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 50.000 m3 | 54.65000 2732.50| 35.00000 1750.00| 50.90000 2545.00 B BORROW | | | 0017 211-07454 1165.000 m3 | 25.30000 29474.50| 35.00000 40775.00| 30.30000 35299.50 STRUCTURE BACKFILL | | | 0018 301-07448 1238.000 Mg | 14.50000 17951.00| 18.00000 22284.00| 19.85000 24574.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08033 180.000 m2 | 3.94000 709.20| 2.50000 450.00| 5.46000 982.80 MILLING, ASPHALT, 25 mm | | | 0020 306-08034 540.000 m2 | 3.15000 1701.00| 3.25000 1755.00| 5.46000 2948.40 MILLING, ASPHALT, 38 mm | | | 0021 306-08036 90.000 m2 | 3.15000 283.50| 3.75000 337.50| 5.46000 491.40 MILLING, ASPHALT, 50 mm | | | 0022 306-08037 225.000 m2 | 2.10000 472.50| 4.50000 1012.50| 5.46000 1228.50 MILLING, ASPHALT, 75 mm | | | 0023 306-08038 135.000 m2 | 3.15000 425.25| 5.00000 675.00| 5.46000 737.10 MILLING, ASPHALT, 100 mm | | | 0024 402-07432 167.000 Mg | 45.00000 7515.00| 45.00000 7515.00| 45.00000 7515.00 HMA SURFACE, TYPE A | | | 0025 402-07434 195.000 Mg | 48.00000 9360.00| 48.00000 9360.00| 48.00000 9360.00 HMA SURFACE, TYPE C | | | 0026 402-07439 339.000 Mg | 36.80000 12475.20| 36.80000 12475.20| 36.80000 12475.20 HMA INTERMEDIATE, TYPE C | | | 0027 402-07440 500.000 Mg | 34.95000 17475.00| 34.95000 17475.00| 34.95000 17475.00 HMA BASE, TYPE A | | | 0028 402-07442 575.000 Mg | 35.75000 20556.25| 35.75000 20556.25| 35.75000 20556.25 HMA BASE, TYPE C | | | 0029 405-05518 1964.000 m2 | 0.10000 196.40| 0.10000 196.40| 0.10000 196.40 ASPHALT FOR PRIME COAT | | | 0030 406-05521 6368.000 m2 | 0.15000 955.20| 0.15000 955.20| 0.15000 955.20 ASPHALT FOR TACK COAT | | | 0031 601-01700 1.000 EACH | 1942.50000 1942.50| 1850.00000 1850.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-01839 1.000 EACH | 1942.50000 1942.50| 1850.00000 1850.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-05585 1.000 EACH | 2336.25000 2336.25| 2225.00000 2225.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0034 601-06854 1.000 EACH | 2819.25000 2819.25| 2685.00000 2685.00| 2400.00000 2400.00 GUARDRAIL, W-BEAM, NESTED | | | 0035 601-06854 1.000 EACH | 2819.25000 2819.25| 2685.00000 2685.00| 2300.00000 2300.00 GUARDRAIL, W-BEAM, NESTED MODIFIED | | | 0036 601-94689 1.000 EACH | 2625.00000 2625.00| 2500.00000 2500.00| 2600.00000 2600.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-97774 1.000 EACH | 1102.50000 1102.50| 1050.00000 1050.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 23.000 m | 54.60000 1255.80| 52.00000 1196.00| 70.00000 1610.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 610-07486 27.000 Mg | 108.50000 2929.50| 108.50000 2929.50| 109.00000 2943.00 HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 1.000 EACH | 157.50000 157.50| 150.00000 150.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH | 187.95000 187.95| 179.00000 179.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 9.000 EACH | 121.80000 1096.20| 200.00000 1800.00| 150.00000 1350.00 RIGHT OF WAY MARKER | | | 0043 615-06500 2.000 EACH | 525.00000 1050.00| 275.00000 550.00| 575.00000 1150.00 MONUMENT, A | | | 0044 616-02320 567.000 m2 | 2.50000 1417.50| 2.50000 1417.50| 2.30000 1304.10 GEOTEXTILES | | | 0045 616-06405 407.000 Mg | 27.00000 10989.00| 35.00000 14245.00| 29.60000 12047.20 RIPRAP, REVETMENT | | | 0046 616-06451 76.000 Mg | 34.80000 2644.80| 50.00000 3800.00| 34.50000 2622.00 RIPRAP, UNIFORM | | | 0047 621-01004 2.000 EACH | 472.50000 945.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 1.000 Mg | 115.50000 115.50| 110.00000 110.00| 110.00000 110.00 FERTILIZER | | | 0049 621-06548 1.000 kg | 57.75000 57.75| 55.00000 55.00| 55.00000 55.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 621-06557 10.000 kg | 84.53000 845.30| 80.50000 805.00| 80.50000 805.00 SEED MIXTURE, T | | | 0051 621-06559 1790.000 m2 | 0.99000 1772.10| 0.94000 1682.60| 0.94000 1682.60 MULCHED SEEDING, R | | | 0052 621-06565 1.000 Mg | 1029.00000 1029.00| 980.00000 980.00| 980.00000 980.00 MULCHING MATERIAL | | | 0053 621-06567 7.000 kL | 2.10000 14.70| 2.00000 14.00| 2.00000 14.00 WATER | | | 0054 621-06574 72.000 m2 | 8.66000 623.52| 8.25000 594.00| 8.25000 594.00 SODDING | | | 0055 621-06575 292.000 m2 | 8.66000 2528.72| 8.25000 2409.00| 8.25000 2409.00 SODDING, NURSERY | | | 0056 715-02628 1.000 EACH | 1300.00000 1300.00| 700.00000 700.00| 640.00000 640.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0057 715-05169 16.000 m | 118.25000 1892.00| 80.00000 1280.00| 62.30000 996.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05443 4.000 m | 145.00000 580.00| 350.00000 1400.00| 78.10000 312.40 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0059 715-46005 1.000 EACH | 577.30000 577.30| 275.00000 275.00| 215.00000 215.00 PIPE END SECTION, 375 mm | | | 0060 723-06660 99.000 m2 | 334.44000 33109.56| 630.00000 62370.00| 469.00000 46431.00 WINGWALL | | | 0061 723-07594 19.000 m | 10027.34000 190519.46| 9400.00000 178600.00| 8125.00000 154375.00 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 3350 mm | | | 0062 801-04308 6.000 EACH | 115.50000 693.00| 110.00000 660.00| 150.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 29.000 EACH | 63.00000 1827.00| 60.00000 1740.00| 55.00000 1595.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 10.000 EACH | 68.25000 682.50| 65.00000 650.00| 115.00000 1150.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP | 550.00000 550.00| 1000.00000 1000.00| 3217.28000 3217.28 MAINTAINING TRAFFIC | | | 0066 801-07119 50.000 m | 33.60000 1680.00| 32.00000 1600.00| 38.00000 1900.00 BARRICADE, III-B | | | 0067 802-05701 4.000 m | 23.10000 92.40| 22.00000 88.00| 42.00000 168.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 802-76035 1.000 m2 | 163.80000 163.80| 156.00000 156.00| 190.00000 190.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 804-06725 2.000 EACH | 15.75000 31.50| 15.00000 30.00| 25.00000 50.00 DELINEATOR WITH POST, D1, 75 mm | | | 0070 808-06712 177.000 m | 1.00000 177.00| 0.41000 72.57| 0.41000 72.57 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0071 808-06713 600.000 m | 1.00000 600.00| 0.41000 246.00| 0.41000 246.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 2713.000 m | 1.00000 2713.00| 0.41000 1112.33| 0.41000 1112.33 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-75996 26.000 EACH | 18.00000 468.00| 8.56000 222.56| 15.00000 390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 26.000 EACH | 78.75000 2047.50| 42.00000 1092.00| 55.00000 1430.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 502,243.91| $ 547,159.75| $ 582,665.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 502,243.91| $ 547,159.75| $ 582,665.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, 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 105-06845 LUMP | 12000.00000 12000.00| 832.33000 832.33| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1465.00000 8790.00| 1433.33000 8599.98| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 30000.00000 30000.00| 31000.00000 31000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 12105.54000 12105.54| CLEARING RIGHT OF WAY | | | 0007 202-02240 900.000 m2 | 6.00000 5400.00| 10.36000 9324.00| PAVEMENT REMOVAL | | | 0008 202-51330 LUMP | 133500.00000 133500.00| 123207.90000 123207.90| PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 435.000 m3 | 8.00000 3480.00| 20.92000 9100.20| EXCAVATION, COMMON | | | 0010 203-02070 725.000 m3 | 8.00000 5800.00| 28.03000 20321.75| BORROW | | | 0011 205-03371 16.000 m3 | 12.00000 192.00| 23.93000 382.88| SEDIMENT REMOVE | | | 0012 205-06931 27.000 Mg | 30.00000 810.00| 43.59000 1176.93| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 30.000 Mg | 30.00000 900.00| 60.65000 1819.50| TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 451.000 m | 5.64000 2543.64| 5.64000 2543.64| TEMPORARY SILT FENCE | | | 0015 207-07500 2922.000 m2 | 4.00000 11688.00| 2.33000 6808.26| SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 50.000 m3 | 13.00000 650.00| 63.75000 3187.50| B BORROW | | | 0017 211-07454 1165.000 m3 | 13.00000 15145.00| 24.06000 28029.90| STRUCTURE BACKFILL | | | 0018 301-07448 1238.000 Mg | 22.00000 27236.00| 15.19000 18805.22| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08033 180.000 m2 | 4.00000 720.00| 11.64000 2095.20| MILLING, ASPHALT, 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08034 540.000 m2 | 4.50000 2430.00| 9.81000 5297.40| MILLING, ASPHALT, 38 mm | | | 0021 306-08036 90.000 m2 | 5.00000 450.00| 17.14000 1542.60| MILLING, ASPHALT, 50 mm | | | 0022 306-08037 225.000 m2 | 6.70000 1507.50| 10.54000 2371.50| MILLING, ASPHALT, 75 mm | | | 0023 306-08038 135.000 m2 | 8.00000 1080.00| 11.64000 1571.40| MILLING, ASPHALT, 100 mm | | | 0024 402-07432 167.000 Mg | 45.00000 7515.00| 70.00000 11690.00| HMA SURFACE, TYPE A | | | 0025 402-07434 195.000 Mg | 48.00000 9360.00| 70.00000 13650.00| HMA SURFACE, TYPE C | | | 0026 402-07439 339.000 Mg | 36.80000 12475.20| 45.00000 15255.00| HMA INTERMEDIATE, TYPE C | | | 0027 402-07440 500.000 Mg | 34.95000 17475.00| 45.00000 22500.00| HMA BASE, TYPE A | | | 0028 402-07442 575.000 Mg | 35.75000 20556.25| 45.00000 25875.00| HMA BASE, TYPE C | | | 0029 405-05518 1964.000 m2 | 0.10000 196.40| 0.01000 19.64| ASPHALT FOR PRIME COAT | | | 0030 406-05521 6368.000 m2 | 0.15000 955.20| 0.40000 2547.20| ASPHALT FOR TACK COAT | | | 0031 601-01700 1.000 EACH | 1850.00000 1850.00| 1850.00000 1850.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 MODIFIED | | | 0032 601-01839 1.000 EACH | 1850.00000 1850.00| 1850.00000 1850.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-05585 1.000 EACH | 2225.00000 2225.00| 2225.00000 2225.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0034 601-06854 1.000 EACH | 2685.00000 2685.00| 2685.00000 2685.00| GUARDRAIL, W-BEAM, NESTED | | | 0035 601-06854 1.000 EACH | 2685.00000 2685.00| 2685.00000 2685.00| GUARDRAIL, W-BEAM, NESTED MODIFIED | | | 0036 601-94689 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-97774 1.000 EACH | 1050.00000 1050.00| 1050.00000 1050.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-99105 23.000 m | 52.00000 1196.00| 52.00000 1196.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 610-07486 27.000 Mg | 108.50000 2929.50| 70.00000 1890.00| HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 1.000 EACH | 225.00000 225.00| 150.00000 150.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 1.000 EACH | 260.00000 260.00| 179.00000 179.00| MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 9.000 EACH | 116.00000 1044.00| 116.00000 1044.00| RIGHT OF WAY MARKER | | | 0043 615-06500 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| MONUMENT, A | | | 0044 616-02320 567.000 m2 | 1.20000 680.40| 5.79000 3282.93| GEOTEXTILES | | | 0045 616-06405 407.000 Mg | 40.00000 16280.00| 31.39000 12775.73| RIPRAP, REVETMENT | | | 0046 616-06451 76.000 Mg | 40.00000 3040.00| 45.54000 3461.04| RIPRAP, UNIFORM | | | 0047 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 1.000 Mg | 110.00000 110.00| 110.00000 110.00| FERTILIZER | | | 0049 621-06548 1.000 kg | 55.00000 55.00| 55.00000 55.00| SEED MIXTURE, CV | | | 0050 621-06557 10.000 kg | 80.50000 805.00| 80.50000 805.00| SEED MIXTURE, T | | | 0051 621-06559 1790.000 m2 | 0.94000 1682.60| 0.94000 1682.60| MULCHED SEEDING, R | | | 0052 621-06565 1.000 Mg | 980.00000 980.00| 980.00000 980.00| MULCHING MATERIAL | | | 0053 621-06567 7.000 kL | 2.00000 14.00| 2.00000 14.00| WATER | | | 0054 621-06574 72.000 m2 | 8.25000 594.00| 8.25000 594.00| SODDING | | | 0055 621-06575 292.000 m2 | 8.25000 2409.00| 8.25000 2409.00| SODDING, NURSERY | | | 0056 715-02628 1.000 EACH | 400.00000 400.00| 952.30000 952.30| SAFETY METAL END SECTION, 6:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05169 16.000 m | 75.00000 1200.00| 134.96000 2159.36| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-05443 4.000 m | 500.00000 2000.00| 82.16000 328.64| PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0059 715-46005 1.000 EACH | 500.00000 500.00| 585.86000 585.86| PIPE END SECTION, 375 mm | | | 0060 723-06660 99.000 m2 | 700.00000 69300.00| 253.56000 25102.44| WINGWALL | | | 0061 723-07594 19.000 m | 5500.00000 104500.00| 8600.29000 163405.51| STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 3350 mm | | | 0062 801-04308 6.000 EACH | 110.00000 660.00| 110.00000 660.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 29.000 EACH | 60.00000 1740.00| 60.00000 1740.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 10.000 EACH | 65.00000 650.00| 65.00000 650.00| CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP | 15000.00000 15000.00| 543.33000 543.33| MAINTAINING TRAFFIC | | | 0066 801-07119 50.000 m | 32.00000 1600.00| 32.00000 1600.00| BARRICADE, III-B | | | 0067 802-05701 4.000 m | 22.00000 88.00| 22.00000 88.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76035 1.000 m2 | 156.00000 156.00| 156.00000 156.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 804-06725 2.000 EACH | 15.00000 30.00| 15.00000 30.00| DELINEATOR WITH POST, D1, 75 mm | | | 0070 808-06712 177.000 m | 0.95000 168.15| 0.95000 168.15| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0071 808-06713 600.000 m | 0.95000 570.00| 0.95000 570.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 2713.000 m | 0.95000 2577.35| 0.95000 2577.35| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-75996 26.000 EACH | 35.00000 910.00| 26.22000 681.72| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,694.99 ROUTE : 6 CALL ORDER : 140 CONTRACT ID : R -26736-A COUNTIES : LAPORTE LETTING DATE : 11/16/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 808-75998 26.000 EACH | 48.00000 1248.00| 75.00000 1950.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 605,204.19| $ 632,984.43| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 605,204.19| $ 632,984.43| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257.55 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 14,130,859.45 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 14,419,907.17 102.0455% 3 35-1875662 CRIDER & CRIDER, INC. $ 15,523,111.05 109.8526% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALLATION OF HANDHOLES AND CONDUIT | | | 0001 105-06845 LUMP | 200000.00000 200000.00| 171000.00000 171000.00| 300000.00000 300000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 1500.00000 45000.00| 2500.00000 75000.00| 1500.00000 45000.00 FIELD OFFICE, C | | | 0003 105-07577 30.000 MOS | 370.00000 11100.00| 385.20000 11556.00| 50.00000 1500.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 108-01614 LUMP | 12000.00000 12000.00| 11300.00000 11300.00| 20000.00000 20000.00 PARTNERING OVERHEAD | | | 0007 110-01001 LUMP | 712000.00000 712000.00| 720000.00000 720000.00| 770000.00000 770000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 284000.00000 284000.00| 117700.00000 117700.00| 310000.00000 310000.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 45490.000 m2 | 4.75000 216077.50| 2.50000 113725.00| 5.00000 227450.00 PAVEMENT REMOVAL | | | 0010 202-02241 179.000 m | 10.20000 1825.80| 8.15000 1458.85| 9.00000 1611.00 GUARDRAIL, REMOVE | | | 0011 202-51330 LUMP | 15000.00000 15000.00| 6086.99000 6086.99| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-99187 1346.000 m | 3.85000 5182.10| 4.80000 6460.80| 5.00000 6730.00 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 109354.000 m3 | 8.45000 924041.30| 5.89000 644095.06| 12.00000 1312248.00 EXCAVATION, COMMON | | | 0014 203-02070 406984.000 m3 | 4.45000 1811078.80| 5.01000 2038989.84| 5.60000 2279110.40 BORROW | | | 0015 203-51223 1320.000 m3 | 9.20000 12144.00| 15.85000 20922.00| 11.00000 14520.00 EXCAVATION, WATERWAY | | | 0016 205-03371 150.000 m3 | 9.20000 1380.00| 16.54000 2481.00| 11.00000 1650.00 SEDIMENT REMOVE | | | 0017 205-06932 1548.000 m | 12.20000 18885.60| 60.64000 93870.72| 12.25000 18963.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 22.000 EACH | 56.00000 1232.00| 495.11000 10892.42| 57.00000 1254.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06936 60.000 Mg | 29.60000 1776.00| 39.69000 2381.40| 23.00000 1380.00 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 932.000 m | 4.45000 4147.40| 14.24000 13271.68| 4.50000 4194.00 TEMPORARY SILT FENCE | | | 0021 207-07498 60250.000 m2 | 3.91000 235577.50| 3.35000 201837.50| 4.10000 247025.00 SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 2675.000 m3 | 22.75000 60856.25| 34.60000 92555.00| 25.00000 66875.00 STRUCTURE BACKFILL | | | 0023 303-01180 64129.000 Mg | 10.85000 695799.65| 15.00000 961935.00| 14.00000 897806.00 COMPACTED AGGREGATE, NO. 53 | | | 0024 303-60012 2500.000 Mg | 18.50000 46250.00| 23.38000 58450.00| 17.00000 42500.00 AGGREGATE, 2 | | | 0025 306-08033 3040.000 m2 | 2.95000 8968.00| 1.59000 4833.60| 5.00000 15200.00 MILLING, ASPHALT, 25 mm | | | 0026 401-06264 LUMP | 4000.00000 4000.00| 16031.33000 16031.33| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0027 401-07320 5095.000 Mg | 47.00000 239465.00| 46.09000 234828.55| 47.00000 239465.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0028 401-07328 11530.000 Mg | 47.00000 541910.00| 46.74000 538912.20| 47.00000 541910.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07406 15284.000 Mg | 35.45000 541817.80| 39.81000 608456.04| 35.50000 542582.00 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0031 401-07408 63455.000 Mg | 34.00000 2157470.00| 35.91000 2278669.05| 34.00000 2157470.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0032 401-07429 33017.000 Mg | 38.00000 1254646.00| 40.82000 1347753.94| 38.00000 1254646.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 402-07432 1632.000 Mg | 68.00000 110976.00| 65.49000 106879.68| 69.00000 112608.00 HMA SURFACE, TYPE A | | | 0034 402-07434 1015.000 Mg | 62.00000 62930.00| 71.23000 72298.45| 63.00000 63945.00 HMA SURFACE, TYPE C | | | 0035 402-07435 4625.000 Mg | 49.00000 226625.00| 54.99000 254328.75| 50.00000 231250.00 HMA INTERMEDIATE, TYPE A | | | 0036 402-07439 1765.000 Mg | 43.00000 75895.00| 54.96000 97004.40| 44.00000 77660.00 HMA INTERMEDIATE, TYPE C | | | 0037 402-07442 5995.000 Mg | 36.00000 215820.00| 47.20000 282964.00| 37.00000 221815.00 HMA BASE, TYPE C | | | 0038 404-05514 1887.000 m2 | 7.50000 14152.50| 5.39000 10170.93| 8.00000 15096.00 SEAL COAT, 5 | | | 0039 405-05517 111.000 Mg | 375.00000 41625.00| 306.14000 33981.54| 400.00000 44400.00 ASPHALT FOR PRIME COAT | | | 0040 406-05520 180.000 Mg | 260.00000 46800.00| 209.88000 37778.40| 300.00000 54000.00 ASPHALT FOR TACK COAT | | | 0041 601-01740 1.000 EACH | 1938.00000 1938.00| 1850.00000 1850.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0042 601-05999 12.000 EACH | 40.80000 489.60| 40.00000 480.00| 30.00000 360.00 CURVED TERMINAL END | | | 0043 601-06854 2.000 EACH | 2244.00000 4488.00| 2475.00000 4950.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | 0044 601-94689 1.000 EACH | 2550.00000 2550.00| 2225.00000 2225.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 206.000 m | 61.20000 12607.20| 47.65000 9815.90| 50.00000 10300.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0046 603-06040 13853.000 m | 12.50000 173162.50| 13.44000 186184.32| 14.00000 193942.00 FENCE, FARM FIELD, 1190 mm | | | 0047 606-07484 28657.000 m | 0.42000 12035.94| 0.16000 4585.12| 0.65000 18627.05 MILLED HMA SHOULDER CORRUGATIONS | | | 0048 610-07486 954.000 Mg | 85.00000 81090.00| 77.26000 73706.04| 90.00000 85860.00 HMA FOR APPROACHES, TYPE A | | | 0049 611-03392 1.000 EACH | 35292.00000 35292.00| 9265.57000 9265.57| 30000.00000 30000.00 TEMPORARY CROSSOVER, A MODIFIED | | | 0050 611-06497 12.000 EACH | 132.60000 1591.20| 170.00000 2040.00| 120.00000 1440.00 MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 1.000 EACH | 173.40000 173.40| 200.00000 200.00| 130.00000 130.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 611-52817 1.000 EACH | 35190.00000 35190.00| 9265.57000 9265.57| 35000.00000 35000.00 TEMPORARY CROSSOVER, B | | | 0053 615-06490 10.000 EACH | 142.80000 1428.00| 110.00000 1100.00| 160.00000 1600.00 RIGHT OF WAY MARKER | | | 0054 615-06505 5.000 EACH | 357.00000 1785.00| 500.00000 2500.00| 600.00000 3000.00 MONUMENT, B | | | 0055 615-06510 40.000 EACH | 204.00000 8160.00| 430.00000 17200.00| 400.00000 16000.00 MONUMENT, C | | | 0056 615-06527 1.000 EACH | 255.00000 255.00| 430.00000 430.00| 700.00000 700.00 MONUMENT, SECTION CORNER | | | 0057 615-06530 2.000 EACH | 663.00000 1326.00| 550.00000 1100.00| 8.00000 16.00 POST, BENCHMARK | | | 0058 616-02320 2437.000 m2 | 1.98000 4825.26| 2.79000 6799.23| 3.00000 7311.00 GEOTEXTILES | | | 0059 616-05688 960.000 Mg | 39.60000 38016.00| 88.92000 85363.20| 29.00000 27840.00 RIPRAP, CLASS 1 | | | 0060 616-05689 435.000 Mg | 41.80000 18183.00| 107.47000 46749.45| 30.00000 13050.00 RIPRAP, CLASS 2 | | | 0061 616-06405 1212.000 Mg | 22.40000 27148.80| 39.41000 47764.92| 28.00000 33936.00 RIPRAP, REVETMENT | | | 0062 621-01004 2.000 EACH | 408.00000 816.00| 400.00000 800.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06545 55.000 Mg | 140.50000 7727.50| 138.00000 7590.00| 150.00000 8250.00 FERTILIZER | | | 0064 621-06553 8645.000 kg | 5.65000 48844.25| 5.58000 48239.10| 6.00000 51870.00 SEED MIXTURE, R | | | 0065 621-06557 1980.000 kg | 5.17000 10236.60| 5.07000 10038.60| 5.50000 10890.00 SEED MIXTURE, T | | | 0066 621-06565 205.000 Mg | 492.00000 100860.00| 483.00000 99015.00| 500.00000 102500.00 MULCHING MATERIAL | | | 0067 621-06567 300.000 kL | 2.55000 765.00| 2.50000 750.00| 3.00000 900.00 WATER | | | 0068 621-06575 17817.000 m2 | 3.50000 62359.50| 2.94000 52381.98| 3.25000 57905.25 SODDING, NURSERY | | | 0069 622-52436 6.000 EACH | 25.50000 153.00| 25.00000 150.00| 30.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0070 622-91786 360.000 EACH | 9.95000 3582.00| 9.75000 3510.00| 11.00000 3960.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-01662 166.000 m | 40.75000 6764.50| 40.00000 6640.00| 75.00000 12450.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0072 715-01663 68.000 m | 61.20000 4161.60| 60.00000 4080.00| 180.00000 12240.00 PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0073 715-02398 14.000 EACH | 1249.00000 17486.00| 624.32000 8740.48| 1500.00000 21000.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0074 715-02628 2.000 EACH | 398.00000 796.00| 1517.64000 3035.28| 600.00000 1200.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0075 715-05019 527.000 m | 213.00000 112251.00| 137.17000 72288.59| 150.00000 79050.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0076 715-05048 28658.000 m | 9.50000 272251.00| 6.00000 171948.00| 7.00000 200606.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0077 715-05049 60.000 m | 18.35000 1101.00| 79.96000 4797.60| 35.00000 2100.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0078 715-05052 60.000 m | 32.60000 1956.00| 83.93000 5035.80| 40.00000 2400.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0079 715-05053 3885.000 m | 20.30000 78865.50| 22.75000 88383.75| 37.00000 143745.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0080 715-05119 127.000 m | 97.90000 12433.30| 85.68000 10881.36| 95.00000 12065.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0081 715-05121 131.000 m | 105.00000 13755.00| 72.16000 9452.96| 97.00000 12707.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0082 715-05149 6.000 m | 112.00000 672.00| 198.17000 1189.02| 80.00000 480.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 410.000 m | 97.90000 40139.00| 58.60000 24026.00| 82.00000 33620.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05169 669.000 m | 97.90000 65495.10| 57.70000 38601.30| 85.00000 56865.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0085 715-05439 30.000 m | 13.20000 396.00| 166.73000 5001.90| 40.00000 1200.00 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0086 715-05440 30.000 m | 14.20000 426.00| 166.73000 5001.90| 45.00000 1350.00 PIPE, DRAIN TILE TERMINAL SECTION, 200 | | | mm | | | 0087 715-05443 30.000 m | 20.40000 612.00| 166.73000 5001.90| 55.00000 1650.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0088 715-46005 76.000 EACH | 331.00000 25156.00| 270.62000 20567.12| 250.00000 19000.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 715-46010 8.000 EACH | 385.00000 3080.00| 326.11000 2608.88| 275.00000 2200.00 PIPE END SECTION, 450 mm | | | 0090 715-46040 5.000 EACH | 875.00000 4375.00| 650.18000 3250.90| 700.00000 3500.00 PIPE END SECTION, 900 mm | | | 0092 718-06528 143.000 EACH | 633.00000 90519.00| 575.00000 82225.00| 480.00000 68640.00 OUTLET PROTECTOR, 1 | | | 0093 718-06532 3000.000 m | 3.90000 11700.00| 3.00000 9000.00| 3.50000 10500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0094 718-52610 5766.000 m3 | 28.00000 161448.00| 39.00000 224874.00| 30.00000 172980.00 AGGREGATE FOR UNDERDRAINS | | | 0095 718-99153 55104.000 m2 | 1.00000 55104.00| 0.85000 46838.40| 1.00000 55104.00 GEOTEXTILES FOR UNDERDRAIN | | | 0096 720-45035 1.000 EACH | 1260.00000 1260.00| 838.18000 838.18| 1100.00000 1100.00 INLET, F7 | | | 0097 720-45070 19.000 EACH | 1958.00000 37202.00| 2058.35000 39108.65| 2300.00000 43700.00 INLET, P12A | | | 0098 720-45135 2.000 EACH | 1423.00000 2846.00| 1272.39000 2544.78| 1000.00000 2000.00 INLET, F7, MODIFIED | | | 0099 723-06660 67.000 m2 | 511.00000 34237.00| 411.61000 27577.87| 500.00000 33500.00 WINGWALL | | | 0100 723-06927 65.000 m | 4484.00000 291460.00| 4312.08000 280285.20| 4650.00000 302250.00 STRUCTURE, PRECAST THREE-SIDED, | | | 0101 801-04308 20.000 EACH | 459.00000 9180.00| 450.00000 9000.00| 460.00000 9200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06203 22671.000 m | 0.30000 6801.30| 0.29000 6574.59| 0.30000 6801.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0103 801-06207 40693.000 m | 2.50000 101732.50| 2.46000 100104.78| 2.55000 103767.15 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06216 39.000 m | 3.55000 138.45| 3.50000 136.50| 3.70000 144.30 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0105 801-06218 145.000 m | 14.80000 2146.00| 14.50000 2102.50| 15.00000 2175.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0106 801-06625 34.000 EACH | 193.00000 6562.00| 190.00000 6460.00| 200.00000 6800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0107 801-06640 41.000 EACH | 250.00000 10250.00| 245.00000 10045.00| 250.00000 10250.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 801-06645 3.000 EACH | 76.50000 229.50| 75.00000 225.00| 100.00000 300.00 CONSTRUCTION SIGN, B | | | 0109 801-06710 1460.000 DAY | 11.25000 16425.00| 11.00000 16060.00| 12.00000 17520.00 FLASHING ARROW SIGN | | | 0110 801-06775 LUMP | 166475.00000 166475.00| 57500.00000 57500.00| 230000.00000 230000.00 MAINTAINING TRAFFIC | | | 0111 801-07118 100.000 m | 40.30000 4030.00| 39.50000 3950.00| 40.00000 4000.00 BARRICADE, III-A | | | 0112 801-07119 100.000 m | 45.40000 4540.00| 44.50000 4450.00| 45.00000 4500.00 BARRICADE, III-B | | | 0113 802-04893 10.000 EACH | 102.00000 1020.00| 50.00000 500.00| 105.00000 1050.00 REFERENCE POST | | | 0114 802-05701 427.000 m | 30.60000 13066.20| 95.20000 40650.40| 31.00000 13237.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0115 802-05702 68.000 m | 24.50000 1666.00| 83.60000 5684.80| 25.00000 1700.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0116 802-07057 8.000 m2 | 168.00000 1344.00| 183.00000 1464.00| 170.00000 1360.00 SIGN, PANEL, WITH LEGEND | | | 0117 802-07137 2.000 EACH | 275.00000 550.00| 345.00000 690.00| 275.00000 550.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0118 802-76025 29.000 m2 | 117.00000 3393.00| 341.60000 9906.40| 120.00000 3480.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0119 802-76035 67.000 m2 | 122.00000 8174.00| 358.30000 24006.10| 125.00000 8375.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0120 802-76095 203.000 kg | 6.60000 1339.80| 7.00000 1421.00| 6.00000 1218.00 STRUCTURAL STEEL, BREAKAWAY | | | 0121 802-99058 20.000 EACH | 81.60000 1632.00| 419.00000 8380.00| 85.00000 1700.00 SHEET SIGN, INSTALL | | | 0122 804-06771 250.000 EACH | 22.40000 5600.00| 30.50000 7625.00| 23.00000 5750.00 DELINEATOR POST, FLEXIBLE | | | 0123 805-01842 6.000 EACH | 867.00000 5202.00| 940.00000 5640.00| 1000.00000 6000.00 HANDHOLE, SIGNAL | | | 0124 805-01844 210.000 m | 55.00000 11550.00| 52.00000 10920.00| 60.00000 12600.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,530,257 ROUTE : 28 CALL ORDER : 170 CONTRACT ID : R -27265-A COUNTIES : CLINTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 808-06701 3605.000 m | 0.85000 3064.25| 0.82000 2956.10| 0.85000 3064.25 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0126 808-06703 18875.000 m | 0.85000 16043.75| 0.82000 15477.50| 0.85000 16043.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0127 808-06705 2532.000 m | 1.80000 4557.60| 1.75000 4431.00| 1.80000 4557.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0128 808-06716 5000.000 m | 0.85000 4250.00| 0.80000 4000.00| 0.83000 4150.00 LINE, REMOVE | | | 0129 808-75245 16700.000 m | 0.86000 14362.00| 0.82000 13694.00| 0.85000 14195.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0130 808-75272 55.000 m | 10.30000 566.50| 10.10000 555.50| 11.00000 605.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0131 808-75290 86.000 m | 10.30000 885.80| 10.10000 868.60| 11.00000 946.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0132 808-75297 150.000 m | 10.30000 1545.00| 10.10000 1515.00| 11.00000 1650.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0133 808-75320 93.000 EACH | 54.00000 5022.00| 53.00000 4929.00| 55.00000 5115.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 48.000 EACH | 77.50000 3720.00| 76.00000 3648.00| 80.00000 3840.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-75996 306.000 EACH | 4.10000 1254.60| 4.00000 1224.00| 5.00000 1530.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0136 808-75998 775.000 EACH | 18.35000 14221.25| 18.00000 13950.00| 19.00000 14725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0137 725-06858 60.000 m | 536.00000 32160.00| 526.00000 31560.00| 750.00000 45000.00 PIPE LINER, THERMOPLASTIC, 900 mm | | | 0138 401-07398 19043.000 Mg | 39.00000 742677.00| 39.22000 746866.46| 39.00000 742677.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | SECTION TOTALS | $ 14,130,859.45| $ 14,419,907.17| $ 15,523,111.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,130,859.45| $ 14,419,907.17| $ 15,523,111.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,822.61 ROUTE : 3 CALL ORDER : 190 CONTRACT ID : R -27352-C COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/20/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 273,095.63 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 281,945.53 103.2406% 3 35-1609544 SCHUTT-LOOKABILL CO $ 318,410.72 116.5931% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 335,641.06 122.9024% ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1609544 |DUNCAN ROBERTSON INC |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3900.00000 3900.00| 4520.00000 4520.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 150.00000 900.00| 1500.00000 9000.00| 1800.00000 10800.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 14000.00000 14000.00| 10500.00000 10500.00| 15900.00000 15900.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7000.00000 7000.00| 3500.00000 3500.00| 100.00000 100.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 103.000 m | 10.00000 1030.00| 11.25000 1158.75| 11.50000 1184.50 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 25000.00000 25000.00| 5100.00000 5100.00| 18145.00000 18145.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 134.000 m3 | 25.00000 3350.00| 75.00000 10050.00| 20.00000 2680.00 EXCAVATION, COMMON | | | 0010 205-02224 147.000 m | 3.00000 441.00| 7.30000 1073.10| 7.50000 1102.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 207-07500 198.000 m2 | 5.00000 990.00| 11.50000 2277.00| 12.22000 2419.56 SUBGRADE TREATMENT, TYPE C | | | 0012 211-07454 76.000 m3 | 35.00000 2660.00| 36.75000 2793.00| 38.00000 2888.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,822.61 ROUTE : 3 CALL ORDER : 190 CONTRACT ID : R -27352-C COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1609544 |DUNCAN ROBERTSON INC |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-52308 156.000 Mg | 25.00000 3900.00| 27.50000 4290.00| 18.00000 2808.00 COMPACTED AGGREGATE, O, 53 | | | 0014 303-94433 202.000 m3 | 35.00000 7070.00| 48.00000 9696.00| 28.00000 5656.00 AGGREGATE, 12 | | | 0015 306-08043 73.000 m2 | 25.00000 1825.00| 25.30000 1846.90| 8.00000 584.00 MILLING, TRANSITION | | | 0016 402-07433 56.000 Mg | 95.00000 5320.00| 80.50000 4508.00| 94.00000 5264.00 HMA SURFACE, TYPE B | | | 0017 402-07438 105.000 Mg | 67.00000 7035.00| 56.50000 5932.50| 79.00000 8295.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 155.000 Mg | 65.00000 10075.00| 56.25000 8718.75| 77.00000 11935.00 HMA BASE, TYPE B | | | 0019 406-05521 1276.000 m2 | 0.33000 421.08| 0.06000 76.56| 0.06000 76.56 ASPHALT FOR TACK COAT | | | 0020 601-02103 3.810 m | 64.00000 243.84| 75.00000 285.75| 77.00000 293.37 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0021 601-02800 2.000 EACH | 950.00000 1900.00| 990.00000 1980.00| 1000.00000 2000.00 GUARDRAIL TRANSITION, TGT | | | 0022 601-05999 1.000 EACH | 44.00000 44.00| 44.00000 44.00| 45.00000 45.00 CURVED TERMINAL END | | | 0023 601-94689 1.000 EACH | 2200.00000 2200.00| 2450.00000 2450.00| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 62.865 m | 45.00000 2828.92| 51.50000 3237.55| 53.11000 3338.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 4.000 EACH | 118.00000 472.00| 118.00000 472.00| 122.00000 488.00 RIGHT OF WAY MARKER | | | 0026 615-06505 2.000 EACH | 500.00000 1000.00| 505.00000 1010.00| 520.00000 1040.00 MONUMENT, B | | | 0027 616-02320 544.000 m2 | 3.00000 1632.00| 3.00000 1632.00| 1.75000 952.00 GEOTEXTILES | | | 0028 616-05688 376.000 Mg | 30.00000 11280.00| 33.00000 12408.00| 26.89000 10110.64 RIPRAP, CLASS 1 | | | 0029 616-06405 53.000 Mg | 25.00000 1325.00| 24.50000 1298.50| 24.00000 1272.00 RIPRAP, REVETMENT | | | 0030 621-01004 2.000 EACH | 100.00000 200.00| 440.00000 880.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 0.700 kg | 100.00000 70.00| 99.00000 69.30| 102.00000 71.40 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,822.61 ROUTE : 3 CALL ORDER : 190 CONTRACT ID : R -27352-C COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1609544 |DUNCAN ROBERTSON INC |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-06559 933.000 m2 | 0.85000 793.05| 0.85000 793.05| 0.85000 793.05 MULCHED SEEDING, R | | | 0033 706-06347 8.794 m | 560.00000 4924.64| 830.00000 7299.02| 576.30000 5067.98 RAILING, CF-2 | | | 0034 723-06660 51.000 m2 | 800.00000 40800.00| 590.00000 30090.00| 588.00000 29988.00 WINGWALL | | | 0035 723-08060 23.000 m | 4300.00000 98900.00| 5450.00000 125350.00| 6888.00000 158424.00 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 2440 mm | | | 0036 801-04308 7.000 EACH | 82.50000 577.50| 66.00000 462.00| 68.00000 476.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06625 46.000 EACH | 60.00000 2760.00| 66.00000 3036.00| 68.00000 3128.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 18.000 EACH | 66.00000 1188.00| 66.00000 1188.00| 68.00000 1224.00 CONSTRUCTION SIGN, A | | | 0039 801-06645 2.000 EACH | 33.00000 66.00| 38.00000 76.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0040 801-06775 LUMP | 3000.00000 3000.00| 1425.00000 1425.00| 100.00000 100.00 MAINTAINING TRAFFIC | | | 0041 801-07119 43.200 m | 18.00000 777.60| 21.50000 928.80| 22.00000 950.40 BARRICADE, III-B | | | 0042 808-06712 12.000 m | 7.00000 84.00| 13.00000 156.00| 14.00000 168.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 90.000 m | 7.00000 630.00| 6.00000 540.00| 6.00000 540.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-75996 2.000 EACH | 25.00000 50.00| 11.00000 22.00| 10.00000 20.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 2.000 EACH | 165.00000 330.00| 195.00000 390.00| 40.00000 80.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 273,095.63| $ 281,945.53| $ 318,410.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 273,095.63| $ 281,945.53| $ 318,410.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,822.61 ROUTE : 3 CALL ORDER : 190 CONTRACT ID : R -27352-C COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3800.00000 3800.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 16700.00000 16700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8350.00000 8350.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 103.000 m | 11.00000 1133.00| | GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 22000.00000 22000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 134.000 m3 | 160.00000 21440.00| | EXCAVATION, COMMON | | | 0010 205-02224 147.000 m | 8.60000 1264.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 207-07500 198.000 m2 | 37.00000 7326.00| | SUBGRADE TREATMENT, TYPE C | | | 0012 211-07454 76.000 m3 | 46.00000 3496.00| | STRUCTURE BACKFILL | | | 0013 303-52308 156.000 Mg | 35.00000 5460.00| | COMPACTED AGGREGATE, O, 53 | | | 0014 303-94433 202.000 m3 | 49.00000 9898.00| | AGGREGATE, 12 | | | 0015 306-08043 73.000 m2 | 44.00000 3212.00| | MILLING, TRANSITION | | | 0016 402-07433 56.000 Mg | 85.00000 4760.00| | HMA SURFACE, TYPE B | | | 0017 402-07438 105.000 Mg | 73.00000 7665.00| | HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 155.000 Mg | 71.00000 11005.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,822.61 ROUTE : 3 CALL ORDER : 190 CONTRACT ID : R -27352-C COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05521 1276.000 m2 | 0.05000 63.80| | ASPHALT FOR TACK COAT | | | 0020 601-02103 3.810 m | 73.00000 278.13| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0021 601-02800 2.000 EACH | 970.00000 1940.00| | GUARDRAIL TRANSITION, TGT | | | 0022 601-05999 1.000 EACH | 43.00000 43.00| | CURVED TERMINAL END | | | 0023 601-94689 1.000 EACH | 2400.00000 2400.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 62.865 m | 51.00000 3206.12| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 4.000 EACH | 120.00000 480.00| | RIGHT OF WAY MARKER | | | 0026 615-06505 2.000 EACH | 500.00000 1000.00| | MONUMENT, B | | | 0027 616-02320 544.000 m2 | 2.90000 1577.60| | GEOTEXTILES | | | 0028 616-05688 376.000 Mg | 39.00000 14664.00| | RIPRAP, CLASS 1 | | | 0029 616-06405 53.000 Mg | 53.00000 2809.00| | RIPRAP, REVETMENT | | | 0030 621-01004 2.000 EACH | 540.00000 1080.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 0.700 kg | 59.00000 41.30| | SEED MIXTURE, CV | | | 0032 621-06559 933.000 m2 | 0.97000 905.01| | MULCHED SEEDING, R | | | 0033 706-06347 8.794 m | 550.00000 4836.70| | RAILING, CF-2 | | | 0034 723-06660 51.000 m2 | 650.00000 33150.00| | WINGWALL | | | 0035 723-08060 23.000 m | 4950.00000 113850.00| | STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 2440 mm | | | 0036 801-04308 7.000 EACH | 65.00000 455.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,822.61 ROUTE : 3 CALL ORDER : 190 CONTRACT ID : R -27352-C COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-06625 46.000 EACH | 65.00000 2990.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 18.000 EACH | 65.00000 1170.00| | CONSTRUCTION SIGN, A | | | 0039 801-06645 2.000 EACH | 38.00000 76.00| | CONSTRUCTION SIGN, B | | | 0040 801-06775 LUMP | 7100.00000 7100.00| | MAINTAINING TRAFFIC | | | 0041 801-07119 43.200 m | 21.00000 907.20| | BARRICADE, III-B | | | 0042 808-06712 12.000 m | 13.00000 156.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 90.000 m | 5.90000 531.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-75996 2.000 EACH | 220.00000 440.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 2.000 EACH | 590.00000 1180.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 335,641.06| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 335,641.06| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,595.47 ROUTE : 3 CALL ORDER : 200 CONTRACT ID : R -27353-D COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/02/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 300,746.29 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 304,809.53 101.3511% 3 35-1609544 SCHUTT-LOOKABILL CO $ 313,778.02 104.3331% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 371,686.65 123.5881% ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1609544 |DUNCAN ROBERTSON INC |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 4300.00000 4300.00| 4972.00000 4972.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 150.00000 450.00| 1900.00000 5700.00| 2000.00000 6000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 13800.00000 13800.00| 11000.00000 11000.00| 15600.00000 15600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6500.00000 6500.00| 4000.00000 4000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 143.000 m | 15.00000 2145.00| 15.10000 2159.30| 16.00000 2288.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 25000.00000 25000.00| 10000.00000 10000.00| 18577.00000 18577.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 192.000 m3 | 25.00000 4800.00| 60.00000 11520.00| 16.00000 3072.00 EXCAVATION, COMMON | | | 0010 205-02224 127.000 m | 3.00000 381.00| 7.30000 927.10| 7.50000 952.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 207-07500 386.000 m2 | 5.00000 1930.00| 11.75000 4535.50| 11.00000 4246.00 SUBGRADE TREATMENT, TYPE C | | | 0012 211-07454 112.000 m3 | 35.00000 3920.00| 35.00000 3920.00| 34.00000 3808.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,595.47 ROUTE : 3 CALL ORDER : 200 CONTRACT ID : R -27353-D COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1609544 |DUNCAN ROBERTSON INC |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-01180 146.000 Mg | 25.00000 3650.00| 28.50000 4161.00| 18.00000 2628.00 COMPACTED AGGREGATE, NO. 53 | | | 0014 303-94433 246.000 m3 | 35.00000 8610.00| 55.00000 13530.00| 26.00000 6396.00 AGGREGATE, 12 | | | 0015 306-08043 217.000 m2 | 10.00000 2170.00| 10.40000 2256.80| 8.00000 1736.00 MILLING, TRANSITION | | | 0016 402-07433 72.000 Mg | 84.00000 6048.00| 69.50000 5004.00| 94.00000 6768.00 HMA SURFACE, TYPE B | | | 0017 402-07438 85.000 Mg | 75.00000 6375.00| 63.00000 5355.00| 80.00000 6800.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 180.000 Mg | 63.00000 11340.00| 54.50000 9810.00| 78.00000 14040.00 HMA BASE, TYPE B | | | 0019 406-05521 1113.000 m2 | 0.33000 367.29| 0.06000 66.78| 0.06000 66.78 ASPHALT FOR TACK COAT | | | 0020 615-06490 8.000 EACH | 140.00000 1120.00| 140.00000 1120.00| 147.00000 1176.00 RIGHT OF WAY MARKER | | | 0021 615-06505 2.000 EACH | 600.00000 1200.00| 580.00000 1160.00| 600.00000 1200.00 MONUMENT, B | | | 0022 616-02320 103.000 m2 | 5.00000 515.00| 3.50000 360.50| 2.00000 206.00 GEOTEXTILES | | | 0023 616-05688 103.000 Mg | 30.00000 3090.00| 28.50000 2935.50| 28.53000 2938.59 RIPRAP, CLASS 1 | | | 0024 616-06451 25.000 Mg | 25.00000 625.00| 25.00000 625.00| 20.00000 500.00 RIPRAP, UNIFORM | | | 0025 621-01004 2.000 EACH | 100.00000 200.00| 440.00000 880.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06548 0.700 kg | 100.00000 70.00| 99.00000 69.30| 102.00000 71.40 SEED MIXTURE, CV | | | 0027 621-06559 1227.000 m2 | 1.00000 1227.00| 0.85000 1042.95| 0.85000 1042.95 MULCHED SEEDING, R | | | 0028 715-05049 20.000 m | 10.00000 200.00| 84.00000 1680.00| 53.41000 1068.20 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0029 715-92037 13.000 m | 40.00000 520.00| 148.00000 1924.00| 12.00000 156.00 PIPE, PVC, 100 mm | | | 0030 720-44000 1.000 EACH | 250.00000 250.00| 300.00000 300.00| 250.00000 250.00 CASTING, ADJUST TO GRADE | | | 0031 723-06660 46.000 m2 | 800.00000 36800.00| 623.00000 28658.00| 503.00000 23138.00 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,595.47 ROUTE : 3 CALL ORDER : 200 CONTRACT ID : R -27353-D COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1609544 |DUNCAN ROBERTSON INC |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 723-08211 31.000 m | 4600.00000 142600.00| 5065.00000 157015.00| 5539.00000 171709.00 STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | X 2740 mm | | | 0033 801-04308 7.000 EACH | 95.00000 665.00| 71.00000 497.00| 75.00000 525.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06625 45.000 EACH | 66.00000 2970.00| 71.00000 3195.00| 75.00000 3375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 18.000 EACH | 88.00000 1584.00| 71.00000 1278.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0036 801-06645 2.000 EACH | 33.00000 66.00| 38.00000 76.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0038 801-07119 46.800 m | 20.00000 936.00| 21.00000 982.80| 22.00000 1029.60 BARRICADE, III-B | | | 0039 808-06713 150.000 m | 3.50000 525.00| 3.00000 450.00| 3.10000 465.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 150.000 m | 3.50000 525.00| 3.00000 450.00| 3.10000 465.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-75996 3.000 EACH | 25.00000 75.00| 11.00000 33.00| 10.00000 30.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 3.000 EACH | 165.00000 495.00| 110.00000 330.00| 50.00000 150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 300,746.29| $ 304,809.53| $ 313,778.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 300,746.29| $ 304,809.53| $ 313,778.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,595.47 ROUTE : 3 CALL ORDER : 200 CONTRACT ID : R -27353-D COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3900.00000 3900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1800.00000 5400.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 18500.00000 18500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9280.00000 9280.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 143.000 m | 14.00000 2002.00| | GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 21500.00000 21500.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 192.000 m3 | 150.00000 28800.00| | EXCAVATION, COMMON | | | 0010 205-02224 127.000 m | 8.00000 1016.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 207-07500 386.000 m2 | 29.00000 11194.00| | SUBGRADE TREATMENT, TYPE C | | | 0012 211-07454 112.000 m3 | 46.00000 5152.00| | STRUCTURE BACKFILL | | | 0013 303-01180 146.000 Mg | 20.00000 2920.00| | COMPACTED AGGREGATE, NO. 53 | | | 0014 303-94433 246.000 m3 | 47.00000 11562.00| | AGGREGATE, 12 | | | 0015 306-08043 217.000 m2 | 35.00000 7595.00| | MILLING, TRANSITION | | | 0016 402-07433 72.000 Mg | 85.00000 6120.00| | HMA SURFACE, TYPE B | | | 0017 402-07438 85.000 Mg | 73.00000 6205.00| | HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 180.000 Mg | 71.00000 12780.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,595.47 ROUTE : 3 CALL ORDER : 200 CONTRACT ID : R -27353-D COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05521 1113.000 m2 | 0.05000 55.65| | ASPHALT FOR TACK COAT | | | 0020 615-06490 8.000 EACH | 130.00000 1040.00| | RIGHT OF WAY MARKER | | | 0021 615-06505 2.000 EACH | 530.00000 1060.00| | MONUMENT, B | | | 0022 616-02320 103.000 m2 | 3.40000 350.20| | GEOTEXTILES | | | 0023 616-05688 103.000 Mg | 38.00000 3914.00| | RIPRAP, CLASS 1 | | | 0024 616-06451 25.000 Mg | 46.00000 1150.00| | RIPRAP, UNIFORM | | | 0025 621-01004 2.000 EACH | 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06548 0.700 kg | 55.00000 38.50| | SEED MIXTURE, CV | | | 0027 621-06559 1227.000 m2 | 0.90000 1104.30| | MULCHED SEEDING, R | | | 0028 715-05049 20.000 m | 160.00000 3200.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0029 715-92037 13.000 m | 240.00000 3120.00| | PIPE, PVC, 100 mm | | | 0030 720-44000 1.000 EACH | 490.00000 490.00| | CASTING, ADJUST TO GRADE | | | 0031 723-06660 46.000 m2 | 560.00000 25760.00| | WINGWALL | | | 0032 723-08211 31.000 m | 5180.00000 160580.00| | STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | X 2740 mm | | | 0033 801-04308 7.000 EACH | 65.00000 455.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06625 45.000 EACH | 65.00000 2925.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 18.000 EACH | 65.00000 1170.00| | CONSTRUCTION SIGN, A | | | 0036 801-06645 2.000 EACH | 35.00000 70.00| | CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP | 7600.00000 7600.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 319,595.47 ROUTE : 3 CALL ORDER : 200 CONTRACT ID : R -27353-D COUNTIES : RUSH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-07119 46.800 m | 20.00000 936.00| | BARRICADE, III-B | | | 0039 808-06713 150.000 m | 2.80000 420.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 150.000 m | 2.80000 420.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-75996 3.000 EACH | 200.00000 600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 3.000 EACH | 100.00000 300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 371,686.65| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 371,686.65| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 53,099.00 ROUTE : 24 CALL ORDER : 260 CONTRACT ID : R -27781-A COUNTIES : ALLEN LETTING DATE : 11/16/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 04/28/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 34,895.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 40,375.00 115.7043% 3 62-1492793 API CONSTRUCTION CORP. $ 44,488.00 127.4910% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1817574 |( 3 ) 62-1492793 |BAKER & SCHULTZ, INC. |YARDBERRY LANDSCAPE |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 1500.00000 1500.00| 1900.00000 1900.00| 2224.00000 2224.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 11935.00000 11935.00| 15800.00000 15800.00| 20416.00000 20416.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 1 | | | 0003 202-03135 2900.000 SFT | 7.00000 20300.00| 7.75000 22475.00| 7.10000 20590.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0004 621-06559 200.000 SYS | 5.80000 1160.00| 1.00000 200.00| 6.29000 1258.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 34,895.00| $ 40,375.00| $ 44,488.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 34,895.00| $ 40,375.00| $ 44,488.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 45,730.00 ROUTE : I-465 CALL ORDER : 270 CONTRACT ID : R -27856-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/29/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 19,980.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1874009 |( ) |( ) |HAUER EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 202-01011 LUMP | 9800.00000 9800.00| | ASBESTOS, REMOVE | | | 0002 202-03000 LUMP | 9830.00000 9830.00| | HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 500.000 SYS | 0.70000 350.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 19,980.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,980.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 233,617.54 ROUTE : 70 CALL ORDER : 280 CONTRACT ID : R -27901-A COUNTIES : PERRY LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2947439 PIPE LINERS, LTD. $ 230,894.00 100.0000% 2 35-1801998 CLR, INC. $ 232,071.00 100.5098% 3 35-1526557 MIDWEST MOLE, INC. $ 256,635.00 111.1484% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 282,349.00 122.2851% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 299,968.00 129.9159% 6 35-1116625 REYNOLDS, INC. $ 303,043.00 131.2477% ==================================================================================================================================== |( 1 ) 36-2947439 |( 2 ) 35-1801998 |( 3 ) 35-1526557 |PIPE LINERS, LTD. |CLR, INC. |MIDWEST MOLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-07038 3.000 MOS | 1000.00000 3000.00| 2100.00000 6300.00| 1000.00000 3000.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 15000.00000 15000.00| 13000.00000 13000.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 205-06937 200.000 LFT | 3.00000 600.00| 6.00000 1200.00| 8.00000 1600.00 TEMPORARY SILT FENCE | | | 0005 616-06401 100.000 TON | 30.00000 3000.00| 34.00000 3400.00| 55.00000 5500.00 RIPRAP, DUMPED | | | 0006 725-06873 118.000 LFT | 294.00000 34692.00| 299.00000 35282.00| 367.00000 43306.00 PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0007 725-06877 300.000 LFT | 434.00000 130200.00| 442.00000 132600.00| 520.00000 156000.00 PIPE LINER, THERMOPLASTIC, 78 IN. | | | 0008 725-07735 62.000 LFT | 698.00000 43276.00| 599.00000 37138.00| 619.00000 38378.00 PIPE LINER, THERMOPLASTIC, 21.9 SFT | | | 0009 801-06640 9.000 EACH | 125.00000 1125.00| 350.00000 3150.00| 150.00000 1350.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 230,894.00| $ 232,071.00| $ 256,635.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 230,894.00| $ 232,071.00| $ 256,635.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 233,617.54 ROUTE : 70 CALL ORDER : 280 CONTRACT ID : R -27901-A COUNTIES : PERRY LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-0999231 |( 6 ) 35-1116625 |DEIG BROTHERS LUMBER & CONST |HUNT PAVING COMPANY, INC. |REYNOLDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-07038 3.000 MOS | 1050.00000 3150.00| 1000.00000 3000.00| 500.00000 1500.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 14000.00000 14000.00| 15100.00000 15100.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 205-06937 200.000 LFT | 3.30000 660.00| 10.00000 2000.00| 4.00000 800.00 TEMPORARY SILT FENCE | | | 0005 616-06401 100.000 TON | 49.00000 4900.00| 49.00000 4900.00| 40.00000 4000.00 RIPRAP, DUMPED | | | 0006 725-06873 118.000 LFT | 283.00000 33394.00| 322.00000 37996.00| 459.00000 54162.00 PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0007 725-06877 300.000 LFT | 627.00000 188100.00| 625.00000 187500.00| 639.00000 191700.00 PIPE LINER, THERMOPLASTIC, 78 IN. | | | 0008 725-07735 62.000 LFT | 592.00000 36704.00| 758.00000 46996.00| 765.00000 47430.00 PIPE LINER, THERMOPLASTIC, 21.9 SFT | | | 0009 801-06640 9.000 EACH | 160.00000 1440.00| 275.00000 2475.00| 50.00000 450.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 282,349.00| $ 299,968.00| $ 303,043.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 282,349.00| $ 299,968.00| $ 303,043.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 922,285.30 ROUTE : SR 32 CALL ORDER : 320 CONTRACT ID : RS-27043-A COUNTIES : RANDOLPH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 767,996.71 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 771,756.10 100.4895% ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 4225.00000 4225.00| 4780.00000 4780.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2225.00000 8900.00| 1677.70000 6710.80| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 38007.00000 38007.00| 38000.00000 38000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 452.000 TON | 21.67000 9794.84| 37.14000 16787.28| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 1356.000 TON | 102.10000 138447.60| 86.02000 116643.12| HMA PATCHING, TYPE C | | | 0008 306-08033 126790.000 SYS | 0.54000 68466.60| 0.25000 31697.50| MILLING, ASPHALT, 1 IN. | | | 0009 306-08043 5515.000 SYS | 0.96000 5294.40| 0.01000 55.15| MILLING, TRANSITION | | | 0010 401-06264 LUMP | 3200.00000 3200.00| 2730.00000 2730.00| PROFILOGRAPH, HMA | | | 0011 401-07328 10461.000 TON | 37.12000 388312.32| 43.66000 456727.26| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 406-05520 34.000 TON | 180.00000 6120.00| 10.00000 340.00| ASPHALT FOR TACK COAT | | | 0013 610-07488 578.000 TON | 68.52000 39604.56| 66.43000 38396.54| HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 922,285.30 ROUTE : SR 32 CALL ORDER : 320 CONTRACT ID : RS-27043-A COUNTIES : RANDOLPH LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( ) |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 615-06525 5.000 EACH | 225.00000 1125.00| 257.64000 1288.20| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 801-06207 1648.000 LFT | 0.70000 1153.60| 2.50000 4120.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 26.000 EACH | 70.00000 1820.00| 105.00000 2730.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 24926.00000 24926.00| 11861.53000 11861.53| MAINTAINING TRAFFIC | | | 0018 808-06712 8924.000 LFT | 0.17000 1517.08| 0.08000 713.92| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 73816.000 LFT | 0.09000 6643.44| 0.08000 5905.28| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 7551.000 LFT | 0.17000 1283.67| 0.08000 604.08| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75996 464.000 EACH | 7.40000 3433.60| 3.21000 1489.44| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 464.000 EACH | 17.50000 8120.00| 16.50000 7656.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 606-07484 2200.000 LFT | 2.95000 6490.00| 10.00000 22000.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0024 801-06203 3700.000 LFT | 0.30000 1110.00| 0.14000 518.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 767,996.71| $ 771,756.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 767,996.71| $ 771,756.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,858.08 ROUTE : 135 CALL ORDER : 330 CONTRACT ID : RS-27046-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,599,490.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,605,000.00 100.3445% 3 31-4351261 SHELLY & SANDS, INC. $ 1,642,484.24 102.6880% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,707,290.24 106.7397% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,817,650.50 113.6394% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 31-4351261 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2200.00000 6600.00| 2450.00000 7350.00| 1600.00000 4800.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 90004.39000 90004.39| 80250.00000 80250.00| 76000.00000 76000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07783 1485.000 TON | 87.00000 129195.00| 120.00000 178200.00| 135.00000 200475.00 HMA PATCHING, TYPE D | | | 0007 306-08034 167372.000 SYS | 0.45000 75317.40| 0.90000 150634.80| 1.22000 204193.84 MILLING, ASPHALT, 1 1/2 IN. | | | 0008 401-06264 LUMP | 5600.00000 5600.00| 5500.00000 5500.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0009 401-07337 13188.000 TON | 70.00000 923160.00| 60.00000 791280.00| 60.00000 791280.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0010 406-05520 39.000 TON | 180.00000 7020.00| 225.00000 8775.00| 200.00000 7800.00 ASPHALT FOR TACK COAT | | | 0011 506-06333 920.000 SYS | 100.00000 92000.00| 95.00000 87400.00| 95.00000 87400.00 PCCP PATCHING, FULL DEPTH | | | 0012 610-07788 620.000 TON | 90.00000 55800.00| 80.00000 49600.00| 90.00000 55800.00 HMA FOR APPROACHES, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,858.08 ROUTE : 135 CALL ORDER : 330 CONTRACT ID : RS-27046-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 31-4351261 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 615-06525 9.000 EACH | 500.00000 4500.00| 500.00000 4500.00| 550.00000 4950.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 720-44000 10.000 EACH | 500.00000 5000.00| 500.00000 5000.00| 550.00000 5500.00 CASTING, ADJUST TO GRADE | | | 0015 801-01093 2.000 EACH | 1400.00000 2800.00| 500.00000 1000.00| 1475.00000 2950.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06207 11252.000 LFT | 1.20000 13502.40| 0.70000 7876.40| 0.90000 10126.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 68.000 EACH | 87.00000 5916.00| 75.00000 5100.00| 90.00000 6120.00 CONSTRUCTION SIGN, A | | | 0018 801-06710 90.000 DAY | 15.00000 1350.00| 10.00000 900.00| 15.00000 1350.00 FLASHING ARROW SIGN | | | 0019 801-06775 LUMP | 37000.00000 37000.00| 82282.72000 82282.72| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0020 801-07215 135.000 DAY | 66.00000 8910.00| 50.00000 6750.00| 68.00000 9180.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 805-02328 31900.000 LFT | 0.36000 11484.00| 0.35000 11165.00| 0.37000 11803.00 SIGNAL CABLE, 1C 14GA. | | | 0022 805-78795 9750.000 LFT | 5.10000 49725.00| 5.00000 48750.00| 5.30000 51675.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-06701 10536.000 LFT | 0.25000 2634.00| 0.31000 3266.16| 0.25000 2634.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0024 808-06703 15389.000 LFT | 0.25000 3847.25| 0.26000 4001.14| 0.25000 3847.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0025 808-06711 1264.000 LFT | 0.21000 265.44| 0.19000 240.16| 0.20000 252.80 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0026 808-06713 547.000 LFT | 0.21000 114.87| 0.21000 114.87| 0.20000 109.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-75051 300.000 LFT | 2.00000 600.00| 5.00000 1500.00| 2.10000 630.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0028 808-75240 7500.000 LFT | 0.25000 1875.00| 0.31000 2325.00| 0.25000 1875.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0029 808-75245 15289.000 LFT | 0.25000 3822.25| 0.25000 3822.25| 0.25000 3822.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,858.08 ROUTE : 135 CALL ORDER : 330 CONTRACT ID : RS-27046-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 31-4351261 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 808-75290 3000.000 LFT | 2.00000 6000.00| 2.50000 7500.00| 2.10000 6300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0031 808-75297 1634.000 LFT | 2.60000 4248.40| 2.50000 4085.00| 2.65000 4330.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75300 500.000 LFT | 1.50000 750.00| 0.80000 400.00| 1.60000 800.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0033 808-75320 88.000 EACH | 46.00000 4048.00| 47.00000 4136.00| 47.50000 4180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 88.000 EACH | 51.00000 4488.00| 49.50000 4356.00| 53.00000 4664.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-75996 1402.000 EACH | 4.30000 6028.60| 3.25000 4556.50| 6.30000 8832.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 1402.000 EACH | 21.00000 29442.00| 20.50000 28741.00| 21.60000 30283.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 808-99077 120.000 LFT | 12.00000 1440.00| 9.50000 1140.00| 12.65000 1518.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | SECTION TOTALS | $ 1,599,490.00| $ 1,605,000.00| $ 1,642,484.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,599,490.00| $ 1,605,000.00| $ 1,642,484.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,858.08 ROUTE : 135 CALL ORDER : 330 CONTRACT ID : RS-27046-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1917625 |( ) |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 22600.00000 22600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1800.00000 5400.00| 2200.00000 6600.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 75000.00000 75000.00| 90000.00000 90000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07783 1485.000 TON | 81.00000 120285.00| 50.00000 74250.00| HMA PATCHING, TYPE D | | | 0007 306-08034 167372.000 SYS | 0.82000 137245.04| 1.30000 217583.60| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 401-06264 LUMP | 1000.00000 1000.00| 250.00000 250.00| PROFILOGRAPH, HMA | | | 0009 401-07337 13188.000 TON | 77.00000 1015476.00| 69.00000 909972.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0010 406-05520 39.000 TON | 100.00000 3900.00| 180.00000 7020.00| ASPHALT FOR TACK COAT | | | 0011 506-06333 920.000 SYS | 93.00000 85560.00| 145.00000 133400.00| PCCP PATCHING, FULL DEPTH | | | 0012 610-07788 620.000 TON | 77.00000 47740.00| 120.00000 74400.00| HMA FOR APPROACHES, TYPE D | | | 0013 615-06525 9.000 EACH | 400.00000 3600.00| 400.00000 3600.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 720-44000 10.000 EACH | 300.00000 3000.00| 550.00000 5500.00| CASTING, ADJUST TO GRADE | | | 0015 801-01093 2.000 EACH | 1400.00000 2800.00| 530.00000 1060.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06207 11252.000 LFT | 0.82000 9226.64| 0.80000 9001.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 68.000 EACH | 85.00000 5780.00| 80.00000 5440.00| CONSTRUCTION SIGN, A | | | 0018 801-06710 90.000 DAY | 15.00000 1350.00| 11.00000 990.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,858.08 ROUTE : 135 CALL ORDER : 330 CONTRACT ID : RS-27046-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1917625 |( ) |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 49000.00000 49000.00| 100000.00000 100000.00| MAINTAINING TRAFFIC | | | 0020 801-07215 135.000 DAY | 65.00000 8775.00| 53.00000 7155.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 805-02328 31900.000 LFT | 0.35000 11165.00| 0.40000 12760.00| SIGNAL CABLE, 1C 14GA. | | | 0022 805-78795 9750.000 LFT | 5.00000 48750.00| 5.50000 53625.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-06701 10536.000 LFT | 0.24000 2528.64| 0.35000 3687.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0024 808-06703 15389.000 LFT | 0.24000 3693.36| 0.30000 4616.70| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0025 808-06711 1264.000 LFT | 0.20000 252.80| 0.20000 252.80| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0026 808-06713 547.000 LFT | 0.20000 109.40| 0.25000 136.75| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-75051 300.000 LFT | 2.00000 600.00| 5.50000 1650.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0028 808-75240 7500.000 LFT | 0.24000 1800.00| 0.35000 2625.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0029 808-75245 15289.000 LFT | 0.24000 3669.36| 0.35000 5351.15| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 808-75290 3000.000 LFT | 2.00000 6000.00| 2.70000 8100.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0031 808-75297 1634.000 LFT | 2.50000 4085.00| 2.70000 4411.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75300 500.000 LFT | 1.50000 750.00| 0.85000 425.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0033 808-75320 88.000 EACH | 45.00000 3960.00| 50.00000 4400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 88.000 EACH | 50.00000 4400.00| 52.00000 4576.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,858.08 ROUTE : 135 CALL ORDER : 330 CONTRACT ID : RS-27046-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1917625 |( ) |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75996 1402.000 EACH | 3.00000 4206.00| 3.70000 5187.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 1402.000 EACH | 20.50000 28741.00| 25.55000 35821.10| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 808-99077 120.000 LFT | 12.00000 1440.00| 10.00000 1200.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | SECTION TOTALS | $ 1,707,290.24| $ 1,817,650.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,707,290.24| $ 1,817,650.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,955,473.12 ROUTE : 37 CALL ORDER : 340 CONTRACT ID : RS-27106-A COUNTIES : PERRY LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 2,095,794.10 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,103,700.00 100.3772% 3 35-1056038 CALCAR QUARRIES, INC. $ 2,421,316.50 115.5322% ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( 3 ) 35-1056038 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 35000.00000 35000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1250.00000 18750.00| 1225.00000 18375.00| 1200.00000 18000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 100000.00000 100000.00| 104408.91000 104408.91| 115000.00000 115000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 19000.00000 19000.00| 2700.00000 2700.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 25.000 LFT | 2.50000 62.50| 2.60000 65.00| 2.60000 65.00 GUARDRAIL, REMOVE | | | 0008 202-02272 61.000 LFT | 15.00000 915.00| 9.00000 549.00| 11.00000 671.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 200.000 LFT | 13.40000 2680.00| 13.40000 2680.00| 13.40000 2680.00 CURB, CONCRETE, REMOVE | | | 0010 202-52710 65.000 SYS | 28.50000 1852.50| 16.30000 1059.50| 16.30000 1059.50 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93741 31.000 EACH | 128.00000 3968.00| 225.00000 6975.00| 125.00000 3875.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-96151 LUMP | 1000.00000 1000.00| 1570.49000 1570.49| 2000.00000 2000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02376 LUMP | 10600.00000 10600.00| 5300.00000 5300.00| 9200.00000 9200.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,955,473.12 ROUTE : 37 CALL ORDER : 340 CONTRACT ID : RS-27106-A COUNTIES : PERRY LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( 3 ) 35-1056038 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06931 250.000 TON | 18.00000 4500.00| 21.40000 5350.00| 34.00000 8500.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 211-07454 18.000 CYS | 38.00000 684.00| 40.00000 720.00| 34.50000 621.00 STRUCTURE BACKFILL | | | 0016 303-01180 432.000 TON | 39.00000 16848.00| 27.50000 11880.00| 25.00000 10800.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07490 300.000 TON | 95.00000 28500.00| 105.00000 31500.00| 80.00000 24000.00 HMA PATCHING, TYPE B | | | 0018 306-08033 171130.000 SYS | 0.25000 42782.50| 0.19000 32514.70| 0.59000 100966.70 MILLING, ASPHALT, 1 IN. | | | 0019 306-08034 3400.000 SYS | 1.05000 3570.00| 0.21000 714.00| 0.75000 2550.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08043 12710.000 SYS | 0.75000 9532.50| 1.50000 19065.00| 1.75000 22242.50 MILLING, TRANSITION | | | 0021 401-06264 LUMP | 8000.00000 8000.00| 6100.00000 6100.00| 5600.00000 5600.00 PROFILOGRAPH, HMA | | | 0022 401-07321 14600.000 TON | 30.75000 448950.00| 30.40000 443840.00| 32.40000 473040.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07371 11620.000 TON | 28.50000 331170.00| 29.10000 338142.00| 31.55000 366611.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0024 402-07451 18540.000 TON | 28.50000 528390.00| 29.35000 544149.00| 32.80000 608112.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0025 405-05517 34.000 TON | 250.00000 8500.00| 415.00000 14110.00| 350.00000 11900.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 92.000 TON | 195.00000 17940.00| 170.00000 15640.00| 240.00000 22080.00 ASPHALT FOR TACK COAT | | | 0027 601-01625 1.000 EACH | 1425.00000 1425.00| 1425.00000 1425.00| 1425.00000 1425.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-01701 1.000 EACH | 1775.00000 1775.00| 1760.00000 1760.00| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0029 601-01846 3.000 EACH | 1750.00000 5250.00| 1710.00000 5130.00| 1710.00000 5130.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-06035 725.000 LFT | 6.00000 4350.00| 6.00000 4350.00| 6.00000 4350.00 GUARDRAIL, RESET | | | 0031 601-06038 1.000 EACH | 2400.00000 2400.00| 2350.00000 2350.00| 2350.00000 2350.00 GUARDRAIL END TREATMENT, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,955,473.12 ROUTE : 37 CALL ORDER : 340 CONTRACT ID : RS-27106-A COUNTIES : PERRY LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( 3 ) 35-1056038 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-92948 4250.000 LFT | 2.00000 8500.00| 2.00000 8500.00| 2.00000 8500.00 GUARDRAIL, ADJUST HEIGHT | | | 0033 601-94689 26.000 EACH | 3100.00000 80600.00| 4200.00000 109200.00| 2625.00000 68250.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-95300 6.000 EACH | 82.00000 492.00| 80.00000 480.00| 80.00000 480.00 CONNECTOR, A S | | | 0035 601-99105 13.000 LFT | 17.40000 226.20| 17.00000 221.00| 17.00000 221.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 604-07896 56.000 SYS | 84.00000 4704.00| 101.00000 5656.00| 81.50000 4564.00 CURB RAMP, CONCRETE, B | | | 0037 604-07902 19.000 SYS | 205.00000 3895.00| 123.00000 2337.00| 103.50000 1966.50 CURB RAMP, CONCRETE, H | | | 0038 610-07487 2150.000 TON | 55.00000 118250.00| 45.00000 96750.00| 60.00000 129000.00 HMA FOR APPROACHES, TYPE B | | | 0039 615-06525 8.000 EACH | 225.00000 1800.00| 210.00000 1680.00| 500.00000 4000.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0040 616-02320 13400.000 SYS | 1.20000 16080.00| 1.25000 16750.00| 2.15000 28810.00 GEOTEXTILES | | | 0041 616-06451 5130.000 TON | 18.00000 92340.00| 14.00000 71820.00| 29.20000 149796.00 RIPRAP, UNIFORM | | | 0042 621-01004 2.000 EACH | 1000.00000 2000.00| 650.00000 1300.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 480.000 SYS | 2.50000 1200.00| 4.10000 1968.00| 2.00000 960.00 MULCHED SEEDING, R | | | 0044 621-06567 1.000 MG | 1.00000 1.00| 25.00000 25.00| 10.00000 10.00 WATER | | | 0045 621-06575 100.000 SYS | 20.00000 2000.00| 18.70000 1870.00| 15.00000 1500.00 SODDING, NURSERY | | | 0046 715-01354 108.000 LFT | 25.00000 2700.00| 40.00000 4320.00| 37.00000 3996.00 CLEAN EXISTING PIPE | | | 0047 715-05119 46.000 LFT | 110.00000 5060.00| 88.70000 4080.20| 198.00000 9108.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0048 715-46005 2.000 EACH | 450.00000 900.00| 325.00000 650.00| 412.00000 824.00 PIPE END SECTION, 15 IN. | | | 0049 715-95325 72.000 LFT | 55.00000 3960.00| 120.00000 8640.00| 84.00000 6048.00 INVERT, CONCRETE PAVED | | | 0050 801-06203 13530.000 LFT | 1.00000 13530.00| 0.35000 4735.50| 0.50000 6765.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,955,473.12 ROUTE : 37 CALL ORDER : 340 CONTRACT ID : RS-27106-A COUNTIES : PERRY LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( 3 ) 35-1056038 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06207 5200.000 LFT | 1.40000 7280.00| 1.00000 5200.00| 1.20000 6240.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 59.000 EACH | 90.00000 5310.00| 90.00000 5310.00| 89.00000 5251.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 45000.00000 45000.00| 48500.00000 48500.00| 74900.00000 74900.00 MAINTAINING TRAFFIC | | | 0054 808-06706 64.000 LFT | 3.15000 201.60| 10.00000 640.00| 3.10000 198.40 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0055 808-06712 5130.000 LFT | 0.08000 410.40| 0.08000 410.40| 0.08000 410.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0056 808-06713 104000.000 LFT | 0.08000 8320.00| 0.08000 8320.00| 0.08000 8320.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0057 808-06714 102120.000 LFT | 0.08000 8169.60| 0.08000 8169.60| 0.08000 8169.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0058 808-75215 644.000 LFT | 1.70000 1094.80| 4.00000 2576.00| 1.55000 998.20 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0059 808-75320 2.000 EACH | 61.00000 122.00| 100.00000 200.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75340 2.000 EACH | 305.00000 610.00| 400.00000 800.00| 300.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0061 808-75996 1106.000 EACH | 3.25000 3594.50| 3.75000 4147.50| 4.25000 4700.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 1208.000 EACH | 18.25000 22046.00| 17.40000 21019.20| 17.40000 21019.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,095,794.10| $ 2,103,700.00| $ 2,421,316.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,095,794.10| $ 2,103,700.00| $ 2,421,316.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,826.63 ROUTE : SR 121 CALL ORDER : 360 CONTRACT ID : RS-27545-A COUNTIES : WAYNE LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 557,928.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,098.34 ROUTE : SR 213 CALL ORDER : 370 CONTRACT ID : RS-27551-A COUNTIES : TIPTON HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 399,497.34 100.0000% 2 35-1139301 E & B PAVING, INC. $ 402,386.14 100.7231% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 451,095.00 112.9156% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 462,967.70 115.8876% ==================================================================================================================================== |( 1 ) 31-4351261 |( 2 ) 35-1139301 |( 3 ) 35-1151771 |SHELLY & SANDS, INC. |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3800.00000 3800.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2300.00000 6900.00| 2000.00000 6000.00| 1000.00000 3000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 21195.81000 21195.81 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 813.000 TON | 19.50000 15853.50| 29.00000 23577.00| 20.00000 16260.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 100.000 TON | 110.00000 11000.00| 70.00000 7000.00| 96.00000 9600.00 HMA PATCHING, TYPE B | | | 0008 306-08042 86737.000 SYS | 0.40000 34694.80| 0.55000 47705.35| 0.60000 52042.20 MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 2308.000 SYS | 3.95000 9116.60| 0.70000 1615.60| 0.50000 1154.00 MILLING, TRANSITION | | | 0010 401-06264 LUMP | 2500.00000 2500.00| 1900.00000 1900.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0011 401-07321 7156.000 TON | 34.25000 245093.00| 36.65000 262267.40| 41.00000 293396.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 406-05520 24.000 TON | 175.00000 4200.00| 150.00000 3600.00| 100.00000 2400.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,098.34 ROUTE : SR 213 CALL ORDER : 370 CONTRACT ID : RS-27551-A COUNTIES : TIPTON HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4351261 |( 2 ) 35-1139301 |( 3 ) 35-1151771 |SHELLY & SANDS, INC. |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 610-07487 206.000 TON | 100.00000 20600.00| 50.00000 10300.00| 80.00000 16480.00 HMA FOR APPROACHES, TYPE B | | | 0014 801-06207 1816.000 LFT | 1.00000 1816.00| 1.09000 1979.44| 1.42000 2578.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 21.000 EACH | 74.00000 1554.00| 75.00000 1575.00| 79.00000 1659.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 10000.00000 10000.00| 1000.00000 1000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0017 808-06712 11227.000 LFT | 0.08000 898.16| 0.01000 112.27| 0.09000 1010.43 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 59100.000 LFT | 0.08000 4728.00| 0.08000 4728.00| 0.09000 5319.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 6926.000 LFT | 0.08000 554.08| 0.08000 554.08| 0.09000 623.34 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 24.000 LFT | 15.80000 379.20| 15.00000 360.00| 7.50000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75340 2.000 EACH | 420.00000 840.00| 400.00000 800.00| 500.00000 1000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0022 808-75996 370.000 EACH | 7.40000 2738.00| 5.00000 1850.00| 4.85000 1794.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 370.000 EACH | 19.00000 7030.00| 18.00000 6660.00| 20.00000 7400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 399,497.34| $ 402,386.14| $ 451,095.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 399,497.34| $ 402,386.14| $ 451,095.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,098.34 ROUTE : SR 213 CALL ORDER : 370 CONTRACT ID : RS-27551-A COUNTIES : TIPTON HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 4100.00000 4100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2400.00000 7200.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 23000.00000 23000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 813.000 TON | 27.00000 21951.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 100.000 TON | 125.00000 12500.00| | HMA PATCHING, TYPE B | | | 0008 306-08042 86737.000 SYS | 0.45000 39031.65| | MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 2308.000 SYS | 1.60000 3692.80| | MILLING, TRANSITION | | | 0010 401-06264 LUMP | 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0011 401-07321 7156.000 TON | 40.00000 286240.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 406-05520 24.000 TON | 185.00000 4440.00| | ASPHALT FOR TACK COAT | | | 0013 610-07487 206.000 TON | 90.00000 18540.00| | HMA FOR APPROACHES, TYPE B | | | 0014 801-06207 1816.000 LFT | 1.00000 1816.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 21.000 EACH | 80.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 15250.00000 15250.00| | MAINTAINING TRAFFIC | | | 0017 808-06712 11227.000 LFT | 0.05000 561.35| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 59100.000 LFT | 0.06000 3546.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 533,098.34 ROUTE : SR 213 CALL ORDER : 370 CONTRACT ID : RS-27551-A COUNTIES : TIPTON HAMILTON LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 808-06714 6926.000 LFT | 0.50000 3463.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 24.000 LFT | 2.10000 50.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75340 2.000 EACH | 21.50000 43.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0022 808-75996 370.000 EACH | 4.40000 1628.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 370.000 EACH | 22.25000 8232.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 462,967.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 462,967.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 830,149.91 ROUTE : SR 9 CALL ORDER : 380 CONTRACT ID : RS-27689-A COUNTIES : WHITLEY LETTING DATE : 11/16/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/17/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 681,300.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 728,406.92 106.9143% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 804,545.15 118.0897% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1661.50000 9969.00| 1700.00000 10200.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 34000.00000 34000.00| 36000.00000 36000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 70.500 LFT | 5.00000 352.50| 7.00000 493.50| 7.00000 493.50 GUARDRAIL, REMOVE | | | 0006 202-93741 5.000 EACH | 200.00000 1000.00| 260.00000 1300.00| 200.00000 1000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-90014 6.500 STA | 450.00000 2925.00| 559.76000 3638.44| 450.00000 2925.00 LINEAR GRADING | | | 0008 301-07448 228.000 TON | 60.00000 13680.00| 26.12000 5955.36| 16.00000 3648.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-07449 3003.000 TON | 1.00000 3003.00| 5.00000 15015.00| 13.00000 39039.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 1124.000 TON | 40.00000 44960.00| 79.06000 88863.44| 96.00000 107904.00 HMA PATCHING, TYPE B | | | 0011 304-07492 433.000 TON | 58.00000 25114.00| 61.27000 26529.91| 50.00000 21650.00 WIDENING WITH HMA, TYPE A | | | 0012 304-07493 417.000 TON | 58.00000 24186.00| 41.93000 17484.81| 50.00000 20850.00 WIDENING WITH HMA, TYPE B | | | 0013 306-08034 7852.000 SYS | 0.30000 2355.60| 0.29000 2277.08| 0.70000 5496.40 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 830,149.91 ROUTE : SR 9 CALL ORDER : 380 CONTRACT ID : RS-27689-A COUNTIES : WHITLEY LETTING DATE : 11/16/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08042 92430.000 SYS | 0.30000 27729.00| 0.41000 37896.30| 0.35000 32350.50 MILLING, SCARIFICATION/PROFILE | | | 0015 306-08043 9977.000 SYS | 0.01000 99.77| 0.01000 99.77| 1.50000 14965.50 MILLING, TRANSITION | | | 0016 401-06264 LUMP | 2000.00000 2000.00| 3500.00000 3500.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0017 401-07322 8320.000 TON | 42.00000 349440.00| 34.73000 288953.60| 34.00000 282880.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0018 406-05520 27.190 TON | 1.00000 27.19| 222.50000 6049.78| 250.00000 6797.50 ASPHALT FOR TACK COAT | | | 0019 601-06038 1.000 EACH | 3000.00000 3000.00| 2790.00000 2790.00| 3200.00000 3200.00 GUARDRAIL END TREATMENT, II | | | 0020 601-94689 3.000 EACH | 2500.00000 7500.00| 2425.00000 7275.00| 3000.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-94690 1.000 EACH | 3500.00000 3500.00| 4300.00000 4300.00| 5000.00000 5000.00 GUARDRAIL END TREATMENT, MS | | | 0022 601-99105 30.000 LFT | 25.00000 750.00| 17.00000 510.00| 19.00000 570.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 601-99108 58.000 LFT | 35.00000 2030.00| 24.25000 1406.50| 27.00000 1566.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0024 610-07486 1076.000 TON | 15.00000 16140.00| 55.78000 60019.28| 65.00000 69940.00 HMA FOR APPROACHES, TYPE A | | | 0025 615-06520 8.000 EACH | 200.00000 1600.00| 313.02000 2504.16| 250.00000 2000.00 MONUMENT, RE-ESTABLISH | | | 0026 801-06203 2730.000 LFT | 0.25000 682.50| 0.13000 354.90| 0.25000 682.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 2730.000 LFT | 0.75000 2047.50| 0.83000 2265.90| 1.13000 3084.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 29.000 EACH | 60.00000 1740.00| 70.00000 2030.00| 100.00000 2900.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 54084.73000 54084.73| 57506.24000 57506.24| 66000.00000 66000.00 MAINTAINING TRAFFIC | | | 0030 802-05704 14.000 LFT | 9.00000 126.00| 8.95000 125.30| 10.00000 140.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0031 802-91122 1.000 EACH | 150.00000 150.00| 90.00000 90.00| 100.00000 100.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 830,149.91 ROUTE : SR 9 CALL ORDER : 380 CONTRACT ID : RS-27689-A COUNTIES : WHITLEY LETTING DATE : 11/16/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-04298 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 450.00000 900.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0033 808-06703 1474.000 LFT | 0.23000 339.02| 0.23000 339.02| 0.25000 368.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0034 808-06713 54590.000 LFT | 0.09000 4913.10| 0.09000 4913.10| 0.09000 4913.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-75240 4631.000 LFT | 0.23000 1065.13| 0.23000 1065.13| 0.25000 1157.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 29852.000 LFT | 0.23000 6865.96| 0.23000 6865.96| 0.25000 7463.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 23.000 LFT | 50.00000 1150.00| 5.50000 126.50| 8.00000 184.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75996 639.000 EACH | 3.00000 1917.00| 3.16000 2019.24| 2.50000 1597.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 639.000 EACH | 18.00000 11502.00| 18.00000 11502.00| 19.00000 12141.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0040 203-02070 50.000 CYS | 40.00000 2000.00| 10.00000 500.00| 35.00000 1750.00 BORROW | | | 0041 205-06937 375.000 LFT | 1.00000 375.00| 2.02000 757.50| 2.50000 937.50 TEMPORARY SILT FENCE | | | 0042 105-06845 LUMP | 7500.00000 7500.00| 2000.00000 2000.00| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0043 402-07451 372.000 TON | 34.00000 12648.00| 33.10000 12313.20| 34.00000 12648.00 HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 681,300.00| $ 728,406.92| $ 804,545.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 681,300.00| $ 728,406.92| $ 804,545.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,185.88 ROUTE : 136 CALL ORDER : 410 CONTRACT ID : RS-27749-A COUNTIES : FOUNTAIN LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,694,331.61 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,122,412.24 125.2655% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |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 105-06845 LUMP | 4137.66000 4137.66| 5312.00000 5312.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1947.37000 15578.96| 2043.66000 16349.28| FIELD OFFICE, A | | | 0003 105-07577 16.000 MOS | 118.74000 1899.84| 151.63000 2426.08| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 84716.00000 84716.00| 65728.29000 65728.29| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 1188.000 LFT | 2.21000 2625.48| 2.15000 2554.20| GUARDRAIL, REMOVE | | | 0008 202-02278 200.000 LFT | 6.93000 1386.00| 10.52000 2104.00| CURB, CONCRETE, REMOVE | | | 0009 202-93741 66.000 EACH | 117.34000 7744.44| 115.00000 7590.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 9.000 CYS | 331.96000 2987.64| 374.32000 3368.88| EXCAVATION, COMMON | | | 0011 203-02080 9.000 MILE | 3264.41000 29379.69| 17856.76000 160710.84| LINEAR GRADING | | | 0012 303-01180 100.000 TON | 77.92000 7792.00| 46.24000 4624.00| COMPACTED AGGREGATE, NO. 53 | | | 0013 303-07449 700.000 TON | 13.71000 9597.00| 26.12000 18284.00| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,185.88 ROUTE : 136 CALL ORDER : 410 CONTRACT ID : RS-27749-A COUNTIES : FOUNTAIN LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07490 600.000 TON | 121.58000 72948.00| 103.50000 62100.00| HMA PATCHING, TYPE B | | | 0015 306-08032 2164.000 SYS | 4.17000 9023.88| 5.63000 12183.32| MILLING, TRANSITION | | | 0017 306-08034 14132.000 SYS | 1.21000 17099.72| 0.99000 13990.68| MILLING, ASPHALT, 1 1/2 IN. | | | 0018 401-06264 LUMP | 3823.19000 3823.19| 7578.04000 7578.04| PROFILOGRAPH, HMA | | | 0019 401-07321 10756.000 TON | 38.13000 410126.28| 39.04000 419914.24| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 14027.000 TON | 34.31000 481266.37| 39.26000 550700.02| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 402-07451 805.000 TON | 43.69000 35170.45| 65.97000 53105.85| HMA, TYPE B, WEDGE AND LEVEL | | | 0022 406-05520 61.000 TON | 247.24000 15081.64| 179.49000 10948.89| ASPHALT FOR TACK COAT | | | 0023 601-01846 4.000 EACH | 1666.50000 6666.00| 1650.00000 6600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-92948 1000.000 LFT | 2.02000 2020.00| 2.00000 2000.00| GUARDRAIL, ADJUST HEIGHT | | | 0025 601-94689 62.000 EACH | 2486.49000 154162.38| 2388.32000 148075.84| GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 1225.000 LFT | 14.93000 18289.25| 14.85000 18191.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99132 10.000 EACH | 55.55000 555.50| 55.00000 550.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0028 604-07894 45.000 SYS | 113.94000 5127.30| 87.55000 3939.75| CURB RAMP, CONCRETE, A | | | 0029 604-07898 56.000 SYS | 132.42000 7415.52| 127.38000 7133.28| CURB RAMP, CONCRETE, D | | | 0030 604-07899 18.000 SYS | 164.09000 2953.62| 143.27000 2578.86| CURB RAMP, CONCRETE, E | | | 0031 604-07901 60.000 SYS | 267.28000 16036.80| 138.71000 8322.60| CURB RAMP, CONCRETE, G | | | 0033 608-04395 10.000 TON | 101.37000 1013.70| 82.05000 820.50| AGGREGATE FOR SHOULDER DRAINS | | | 0034 610-07487 579.000 TON | 82.80000 47941.20| 97.03000 56180.37| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,185.88 ROUTE : 136 CALL ORDER : 410 CONTRACT ID : RS-27749-A COUNTIES : FOUNTAIN LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 612-04315 50.000 TON | 742.35000 37117.50| 735.00000 36750.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0036 612-60410 1157.000 EACH | 7.32000 8469.24| 7.25000 8388.25| DRILLED HOLE FOR UNDERSEAL | | | 0037 615-06505 6.000 EACH | 843.35000 5060.10| 888.48000 5330.88| MONUMENT, B | | | 0038 615-06525 5.000 EACH | 515.10000 2575.50| 317.79000 1588.95| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0039 621-06559 1500.000 SYS | 1.15000 1725.00| 1.12000 1680.00| MULCHED SEEDING, R | | | 0040 621-06574 150.000 SYS | 15.90000 2385.00| 15.75000 2362.50| SODDING | | | 0041 801-03290 4.000 EACH | 111.10000 444.40| 110.00000 440.00| CONSTRUCTION SIGN, C | | | 0042 801-06203 8708.000 LFT | 0.26000 2264.08| 0.28000 2438.24| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 4491.000 LFT | 1.20000 5389.20| 1.05000 4715.55| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 30.000 EACH | 98.98000 2969.40| 98.00000 2940.00| CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 19504.76000 19504.76| 92078.44000 92078.44| MAINTAINING TRAFFIC | | | 0046 808-06703 84506.000 LFT | 0.24000 20281.44| 0.23000 19436.38| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0047 808-75240 10420.000 LFT | 0.26000 2709.20| 0.25000 2605.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 78248.000 LFT | 0.23000 17997.04| 0.22000 17214.56| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 166.000 LFT | 4.24000 703.84| 4.20000 697.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75996 974.000 EACH | 3.94000 3837.56| 3.90000 3798.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 621-01004 1.000 EACH | 580.00000 580.00| 570.00000 570.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,185.88 ROUTE : 136 CALL ORDER : 410 CONTRACT ID : RS-27749-A COUNTIES : FOUNTAIN LETTING DATE : 11/16/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 203-02070 2000.000 CYS | 9.82000 19640.00| 14.10000 28200.00| BORROW | | | 0053 306-08042 113361.000 SYS | 0.44000 49878.84| 1.83000 207450.63| MILLING, SCARIFICATION/PROFILE | | | 0054 605-06140 400.000 LFT | 40.58000 16232.00| 24.40000 9760.00| CURB AND GUTTER, CONCRETE | | | SECTION TOTALS | $ 1,694,331.61| $ 2,122,412.24| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,694,331.61| $ 2,122,412.24| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,017,606.59 ROUTE : SR 62 CALL ORDER : 430 CONTRACT ID : RS-27767-A COUNTIES : SPENCER LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,446,700.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,493,935.35 101.9306% 3 35-1139301 E & B PAVING, INC. $ 2,787,000.00 113.9085% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 32000.00000 32000.00| 12000.00000 12000.00| 55000.00000 55000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1225.00000 14700.00| 1400.00000 16800.00| 2000.00000 24000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 122058.45000 122058.45| 124000.00000 124000.00| 139350.00000 139350.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 1650.000 LFT | 1.20000 1980.00| 1.25000 2062.50| 1.20000 1980.00 GUARDRAIL, REMOVE | | | 0007 202-02278 400.000 LFT | 12.70000 5080.00| 15.00000 6000.00| 11.00000 4400.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 170.000 SYS | 15.40000 2618.00| 30.00000 5100.00| 16.00000 2720.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 15.000 EACH | 125.00000 1875.00| 130.00000 1950.00| 125.00000 1875.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02376 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06937 200.000 LFT | 5.00000 1000.00| 6.50000 1300.00| 0.75000 150.00 TEMPORARY SILT FENCE | | | 0012 211-07454 68.000 CYS | 24.00000 1632.00| 34.00000 2312.00| 27.05000 1839.40 STRUCTURE BACKFILL | | | 0013 304-07490 2800.000 TON | 100.00000 280000.00| 95.00000 266000.00| 80.00000 224000.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,017,606.59 ROUTE : SR 62 CALL ORDER : 430 CONTRACT ID : RS-27767-A COUNTIES : SPENCER LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08033 160210.000 SYS | 0.22000 35246.20| 0.37000 59277.70| 0.45000 72094.50 MILLING, ASPHALT, 1 IN. | | | 0015 306-08039 16760.000 SYS | 0.40000 6704.00| 0.25000 4190.00| 1.00000 16760.00 MILLING, ASPHALT REMOVAL | | | 0016 306-08043 12725.000 SYS | 1.52000 19342.00| 0.75000 9543.75| 2.35000 29903.75 MILLING, TRANSITION | | | 0017 401-06264 LUMP | 6100.00000 6100.00| 5600.00000 5600.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0018 401-07327 14700.000 TON | 33.90000 498330.00| 32.30000 474810.00| 42.00000 617400.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0019 401-07378 7900.000 TON | 31.55000 249245.00| 30.00000 237000.00| 42.00000 331800.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0020 402-07451 17500.000 TON | 30.50000 533750.00| 30.00000 525000.00| 25.00000 437500.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 405-05517 42.000 TON | 410.00000 17220.00| 250.00000 10500.00| 1.00000 42.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 91.000 TON | 170.00000 15470.00| 195.00000 17745.00| 235.00000 21385.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH | 1775.00000 7100.00| 1800.00000 7200.00| 1775.00000 7100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01625 1.000 EACH | 1405.00000 1405.00| 1400.00000 1400.00| 1405.00000 1405.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01846 5.000 EACH | 1685.00000 8425.00| 1700.00000 8500.00| 1685.00000 8425.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-03578 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0027 601-06854 1.000 EACH | 2650.00000 2650.00| 2700.00000 2700.00| 2650.00000 2650.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-06854 1.000 EACH | 2650.00000 2650.00| 2700.00000 2700.00| 2650.00000 2650.00 GUARDRAIL, W-BEAM, NESTED , MODIFIED | | | 0029 601-94689 14.000 EACH | 3600.00000 50400.00| 3100.00000 43400.00| 2260.00000 31640.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 1370.000 LFT | 15.15000 20755.50| 15.25000 20892.50| 15.15000 20755.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 604-06070 25.000 SYS | 72.00000 1800.00| 62.00000 1550.00| 150.00000 3750.00 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,017,606.59 ROUTE : SR 62 CALL ORDER : 430 CONTRACT ID : RS-27767-A COUNTIES : SPENCER LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 604-07896 66.600 SYS | 92.00000 6127.20| 78.00000 5194.80| 150.00000 9990.00 CURB RAMP, CONCRETE, B | | | 0033 604-07901 46.800 SYS | 105.00000 4914.00| 132.00000 6177.60| 150.00000 7020.00 CURB RAMP, CONCRETE, G | | | 0034 604-07902 27.600 SYS | 105.00000 2898.00| 165.00000 4554.00| 150.00000 4140.00 CURB RAMP, CONCRETE, H | | | 0035 605-06120 25.000 LFT | 41.00000 1025.00| 56.00000 1400.00| 45.00000 1125.00 CURB, CONCRETE | | | 0036 610-07487 5200.000 TON | 49.00000 254800.00| 56.00000 291200.00| 60.00000 312000.00 HMA FOR APPROACHES, TYPE B | | | 0037 612-04315 74.400 TON | 735.00000 54684.00| 735.00000 54684.00| 735.00000 54684.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0038 612-60410 1488.000 EACH | 7.25000 10788.00| 7.25000 10788.00| 7.25000 10788.00 DRILLED HOLE FOR UNDERSEAL | | | 0039 616-02320 2900.000 SYS | 1.40000 4060.00| 2.25000 6525.00| 1.40000 4060.00 GEOTEXTILES | | | 0040 616-05688 25.000 TON | 29.00000 725.00| 75.00000 1875.00| 70.30000 1757.50 RIPRAP, CLASS 1 | | | 0041 616-06451 1000.000 TON | 16.00000 16000.00| 29.50000 29500.00| 26.80000 26800.00 RIPRAP, UNIFORM | | | 0042 621-01004 1.000 EACH | 600.00000 600.00| 900.00000 900.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 1000.000 SYS | 0.65000 650.00| 1.90000 1900.00| 0.65000 650.00 MULCHED SEEDING, R | | | 0044 621-06565 0.500 TON | 400.00000 200.00| 950.00000 475.00| 400.00000 200.00 MULCHING MATERIAL | | | 0045 621-06574 210.000 SYS | 4.50000 945.00| 12.75000 2677.50| 4.50000 945.00 SODDING | | | 0046 706-91957 185.000 LFT | 71.50000 13227.50| 72.00000 13320.00| 71.50000 13227.50 BRIDGE RAILING, THRIE BEAM | | | 0047 715-05119 50.000 LFT | 71.00000 3550.00| 165.00000 8250.00| 90.30000 4515.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0048 715-05121 42.000 LFT | 81.00000 3402.00| 170.00000 7140.00| 111.00000 4662.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0049 718-52610 9.000 CYS | 60.00000 540.00| 96.00000 864.00| 208.80000 1879.20 AGGREGATE FOR UNDERDRAINS | | | 0050 720-44000 15.000 EACH | 234.00000 3510.00| 600.00000 9000.00| 600.00000 9000.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/04/05 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,017,606.59 ROUTE : SR 62 CALL ORDER : 430 CONTRACT ID : RS-27767-A COUNTIES : SPENCER LETTING DATE : 11/16/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06203 10950.000 LFT | 0.35000 3832.50| 1.00000 10950.00| 0.80000 8760.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 5500.000 LFT | 1.00000 5500.00| 1.30000 7150.00| 1.15000 6325.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06640 63.000 EACH | 135.00000 8505.00| 98.00000 6174.00| 98.00000 6174.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 51750.00000 51750.00| 87000.00000 87000.00| 165040.45000 165040.45 MAINTAINING TRAFFIC | | | 0055 805-02328 420.000 LFT | 0.48000 201.60| 0.48000 201.60| 0.50000 210.00 SIGNAL CABLE, 1C 14GA. | | | 0056 805-78795 96.000 LFT | 8.25000 792.00| 8.25000 792.00| 8.25000 792.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0057 805-92951 1.000 EACH | 211.00000 211.00| 215.00000 215.00| 211.00000 211.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0058 808-06712 3465.000 LFT | 0.09000 311.85| 0.08000 277.20| 0.08000 277.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0059 808-06713 109400.000 LFT | 0.09000 9846.00| 0.08000 8752.00| 0.08000 8752.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 86200.000 LFT | 0.09000 7758.00| 0.08000 6896.00| 0.08000 6896.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0061 808-75297 105.000 LFT | 10.00000 1050.00| 3.00000 315.00| 3.00000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0062 808-75300 115.000 LFT | 5.00000 575.00| 1.50000 172.50| 1.50000 172.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0063 808-75340 2.000 EACH | 600.00000 1200.00| 400.00000 800.00| 400.00000 800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0064 808-75996 1214.000 EACH | 3.80000 4613.20| 3.25000 3945.50| 3.75000 4552.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 1214.000 EACH | 17.50000 21245.00| 17.80000 21609.20| 18.00000 21852.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 715-46005 1.000 EACH | 350.00000 350.00| 650.00000 650.00| 400.00000 400.00 PIPE END SECTION, 15 IN. | | | 0067 715-46010 1.000 EACH | 375.00000 375.00| 675.00000 675.00| 450.00000 450.00 PIPE END SECTION, 18 IN. | | | SECTION TOTALS | $ 2,446,700.00| $ 2,493,935.35| $ 2,787,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,446,700.00| $ 2,493,935.35| $ 2,787,000.00 ====================================================================================================================================