INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -1
VENDOR RANKING
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : E140100
0063006
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2131982 J B I CONSTRUCTION INC. $ 1,431,175.71 100.0000%
2 35-0626844 J.H. RUDOLPH & COMPANY $ 1,519,891.01 106.1988%
3 35-1878024 RAGLE, INC. $ 1,539,222.41 107.5495%
4 35-1139301 E & B PAVING INC $ 1,555,900.00 108.7148%
5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,663,378.41 116.2246%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -2
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 25350.00000 25350.00| 20000.00000 20000.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1975.00000 23700.00| 1300.00000 15600.00| 1000.00000 12000.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 125.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 24.000 MOS | 100.00000 2400.00| 100.00000 2400.00| 90.00000 2160.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 24.000 MOS | 287.00000 6888.00| 400.00000 9600.00| 160.00000 3840.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 50.00000 600.00| 100.00000 1200.00| 80.00000 960.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 60000.00000 60000.00| 76000.00000 76000.00| 76000.00000 76000.00
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0017 202-01300 1.000 EACH | 1236.00000 1236.00| 1200.00000 1200.00| 7000.00000 7000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0018 202-02240 402.000 m2 | 9.85000 3959.70| 14.25000 5728.50| 6.00000 2412.00
PAVEMENT REMOVAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -3
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-02241 12.000 m | 13.70000 164.40| 60.00000 720.00| 12.00000 144.00
GUARDRAIL, REMOVE | | |
0020 202-02271 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00
HEADWALL, REMOVE | | |
0021 202-02278 57.000 m | 14.50000 826.50| 10.00000 570.00| 11.00000 627.00
CURB, CONCRETE, REMOVE | | |
0022 202-02279 833.000 m | 7.00000 5831.00| 9.00000 7497.00| 11.00000 9163.00
CURB AND GUTTER, REMOVE | | |
0023 202-60815 310.000 m | 11.50000 3565.00| 30.00000 9300.00| 16.00000 4960.00
CENTER CURB, REMOVE | | |
0024 202-74035 13.000 EACH | 61.80000 803.40| 70.00000 910.00| 60.00000 780.00
SIGN, REMOVE | | |
0025 202-74080 1.000 EACH | 2060.00000 2060.00| 2200.00000 2200.00| 2000.00000 2000.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
0026 202-91385 12.000 EACH | 235.00000 2820.00| 200.00000 2400.00| 175.00000 2100.00
INLET, REMOVE | | |
0027 202-93047 3.000 EACH | 695.00000 2085.00| 200.00000 600.00| 650.00000 1950.00
MANHOLE, REMOVE | | |
0028 202-96133 207.000 m | 41.95000 8683.65| 35.00000 7245.00| 35.00000 7245.00
PIPE, REMOVE | | |
0029 202-98488 2.000 EACH | 85.00000 170.00| 120.00000 240.00| 85.00000 170.00
PIPE END SECTION, REMOVE | | |
0030 203-02000 2735.000 m3 | 21.00000 57435.00| 21.00000 57435.00| 24.00000 65640.00
EXCAVATION, COMMON | | |
0031 205-06932 14.000 m | 24.72000 346.08| 28.00000 392.00| 24.00000 336.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0032 205-06933 4.000 EACH | 77.25000 309.00| 85.00000 340.00| 75.00000 300.00
TEMPORARY DITCH INLET PROTECTION | | |
0033 205-06937 348.000 m | 4.48000 1559.04| 5.00000 1740.00| 4.35000 1513.80
TEMPORARY SILT FENCE | | |
0034 206-91764 159.000 m2 | 290.78000 46234.02| 340.00000 54060.00| 500.00000 79500.00
SHEET PILING, STEEL, S 3.2 | | |
0035 207-08268 3652.000 m2 | 23.00000 83996.00| 20.50000 74866.00| 25.00000 91300.00
SUBGRADE TREATMENT, TYPE IV | | |
0037 214-07202 153.000 m2 | 3.75000 573.75| 7.50000 1147.50| 4.50000 688.50
GEOGRID, I | | |
0038 301-07448 85.000 Mg | 22.00000 1870.00| 46.00000 3910.00| 30.00000 2550.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -4
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 306-08036 13074.000 m2 | 0.77000 10066.98| 1.00000 13074.00| 1.60000 20918.40
MILLING, ASPHALT, 50 mm | | |
0040 306-08043 1884.000 m2 | 0.77000 1450.68| 2.25000 4239.00| 1.60000 3014.40
MILLING, TRANSITION | | |
0041 401-07334 1675.000 Mg | 91.05000 152508.75| 85.00000 142375.00| 88.40000 148070.00
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0042 401-07403 2359.000 Mg | 69.01000 162794.59| 70.00000 165130.00| 67.00000 158053.00
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0043 401-07408 2355.000 Mg | 69.01000 162518.55| 75.00000 176625.00| 67.00000 157785.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0044 406-05520 11.000 Mg | 406.85000 4475.35| 390.00000 4290.00| 395.00000 4345.00
ASPHALT FOR TACK COAT | | |
0045 605-06120 88.000 m | 61.00000 5368.00| 64.00000 5632.00| 70.00000 6160.00
CURB, CONCRETE | | |
0046 605-06155 765.000 m | 39.95000 30561.75| 41.50000 31747.50| 54.00000 41310.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0047 605-06215 702.000 m | 120.00000 84240.00| 124.00000 87048.00| 50.00000 35100.00
CENTER CURB, D, CONCRETE | | |
0048 605-94811 5.000 EACH | 400.00000 2000.00| 400.00000 2000.00| 300.00000 1500.00
CURB TURNOUT | | |
0049 610-07486 293.000 Mg | 99.91000 29273.63| 95.00000 27835.00| 97.00000 28421.00
HMA FOR APPROACHES, TYPE A | | |
0050 610-08446 257.000 m2 | 38.50000 9894.50| 38.75000 9958.75| 48.00000 12336.00
PCCP FOR APPROACHES, 150 mm | | |
0051 611-06497 1.000 EACH | 257.20000 257.20| 250.00000 250.00| 250.00000 250.00
MAILBOX ASSEMBLY, SINGLE | | |
0052 615-06490 22.000 EACH | 162.74000 3580.28| 158.00000 3476.00| 158.00000 3476.00
RIGHT OF WAY MARKER | | |
0053 615-06505 3.000 EACH | 844.60000 2533.80| 820.00000 2460.00| 820.00000 2460.00
MONUMENT, B | | |
0054 615-06527 1.000 EACH | 747.75000 747.75| 725.00000 725.00| 725.00000 725.00
MONUMENT, SECTION CORNER | | |
0055 621-01004 1.000 EACH | 690.00000 690.00| 770.00000 770.00| 690.00000 690.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-06560 2900.000 m2 | 0.55000 1595.00| 0.55000 1595.00| 0.53000 1537.00
MULCHED SEEDING, U | | |
0057 621-06567 36.000 kL | 1.03000 37.08| 1.00000 36.00| 1.00000 36.00
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -5
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 621-06575 1972.000 m2 | 3.40000 6704.80| 4.55000 8972.60| 3.30000 6507.60
SODDING, NURSERY | | |
0059 702-52376 82.200 m3 | 795.00000 65349.00| 940.00000 77268.00| 1000.00000 82200.00
CONCRETE, C, STRUCTURES | | |
0061 704-51030 5795.000 kg | 3.60000 20862.00| 2.35000 13618.25| 2.25000 13038.75
REINFORCING STEEL | | |
0062 715-05151 294.000 m | 64.00000 18816.00| 150.00000 44100.00| 115.00000 33810.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0063 715-05154 23.000 m | 128.00000 2944.00| 250.00000 5750.00| 175.00000 4025.00
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0064 715-05597 1.000 m | 288.75000 288.75| 1500.00000 1500.00| 800.00000 800.00
PIPE EXTENSION, CIRCULAR, 600 mm | | |
0065 715-05756 26.000 m | 56.25000 1462.50| 325.00000 8450.00| 185.00000 4810.00
PIPE EXTENSION, CIRCULAR, 300 mm | | |
0066 715-08307 19.000 Mg | 105.00000 1995.00| 120.00000 2280.00| 135.00000 2565.00
HMA FOR STRUCTURE INSTALLATION, TYPE D | | |
0067 715-09370 11.000 m | 797.75000 8775.25| 1250.00000 13750.00| 875.00000 9625.00
PIPE EXTENSION, CIRCULAR, 1800 mm | | |
0068 715-46000 3.000 EACH | 488.95000 1466.85| 550.00000 1650.00| 250.00000 750.00
PIPE END SECTION, 300 mm | | |
0069 715-46005 1.000 EACH | 413.80000 413.80| 600.00000 600.00| 275.00000 275.00
PIPE END SECTION, 375 mm | | |
0070 720-44000 10.000 EACH | 350.00000 3500.00| 350.00000 3500.00| 300.00000 3000.00
CASTING, ADJUST TO GRADE | | |
0071 720-45030 4.000 EACH | 1360.25000 5441.00| 1200.00000 4800.00| 2500.00000 10000.00
INLET, E7 | | |
0072 720-45045 4.000 EACH | 1795.75000 7183.00| 1600.00000 6400.00| 2500.00000 10000.00
INLET, J10 | | |
0073 720-45055 7.000 EACH | 1717.50000 12022.50| 1600.00000 11200.00| 2500.00000 17500.00
INLET, M10 | | |
0074 720-90984 3.000 EACH | 2336.25000 7008.75| 2500.00000 7500.00| 6500.00000 19500.00
MANHOLE, C2 | | |
0075 720-92492 2.000 EACH | 2438.00000 4876.00| 2500.00000 5000.00| 2300.00000 4600.00
MANHOLE, B | | |
0076 720-96995 1.000 EACH | 500.00000 500.00| 400.00000 400.00| 950.00000 950.00
CLEAN INLET | | |
0077 801-03290 2.000 EACH | 200.85000 401.70| 220.00000 440.00| 195.00000 390.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 7.000 EACH | 355.35000 2487.45| 380.00000 2660.00| 345.00000 2415.00
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -6
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 801-06203 5395.000 m | 0.40000 2158.00| 0.40000 2158.00| 0.39000 2104.05
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0080 801-06216 53.000 m | 5.10000 270.30| 5.00000 265.00| 4.95000 262.35
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
600 mm | | |
0081 801-06640 14.000 EACH | 121.54000 1701.56| 130.00000 1820.00| 118.00000 1652.00
CONSTRUCTION SIGN, A | | |
0082 801-06645 2.000 EACH | 66.95000 133.90| 71.00000 142.00| 65.00000 130.00
CONSTRUCTION SIGN, B | | |
0083 801-06710 180.000 DAY | 10.30000 1854.00| 12.00000 2160.00| 10.00000 1800.00
FLASHING ARROW SIGN | | |
0084 801-06775 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 51000.00000 51000.00
MAINTAINING TRAFFIC | | |
0085 801-07118 82.200 m | 35.47000 2915.63| 37.00000 3041.40| 34.00000 2794.80
BARRICADE, III-A | | |
0086 801-92448 360.000 DAY | 2.58000 928.80| 3.00000 1080.00| 2.50000 900.00
CONSTRUCTION SIGNS, MOBILE | | |
0087 802-05701 58.000 m | 45.32000 2628.56| 44.00000 2552.00| 44.00000 2552.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0088 802-05702 40.000 m | 45.32000 1812.80| 44.00000 1760.00| 44.00000 1760.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0089 802-07060 2.000 EACH | 103.00000 206.00| 100.00000 200.00| 100.00000 200.00
SIGN, SHEET, RELOCATE | | |
0090 802-76025 10.710 m2 | 185.40000 1985.63| 180.00000 1927.80| 180.00000 1927.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0091 802-76035 3.380 m2 | 197.76000 668.43| 192.00000 648.96| 192.00000 648.96
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0092 802-76045 13.500 m2 | 222.48000 3003.48| 216.00000 2916.00| 216.00000 2916.00
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0093 805-01815 4.000 EACH | 1648.00000 6592.00| 1650.00000 6600.00| 1600.00000 6400.00
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0094 805-01842 9.000 EACH | 824.00000 7416.00| 800.00000 7200.00| 800.00000 7200.00
HANDHOLE, SIGNAL | | |
0095 805-01843 1.000 EACH | 148.32000 148.32| 145.00000 145.00| 144.00000 144.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -7
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 805-01861 513.000 m | 8.45000 4334.85| 8.20000 4206.60| 8.20000 4206.60
SIGNAL CABLE, INTERCONNECT, 12C/19 | | |
0097 805-01893 LUMP | 2400.00000 2400.00| 2500.00000 2500.00| 2400.00000 2400.00
MAINTAINING TRAFFIC SIGNAL | | |
0098 805-02087 LUMP | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0099 805-02503 2210.000 m | 1.03000 2276.30| 1.00000 2210.00| 1.00000 2210.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0100 805-06592 657.000 m | 47.38000 31128.66| 46.00000 30222.00| 46.00000 30222.00
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0101 805-78100 1.000 EACH | 11247.60000 11247.60| 11000.00000 11000.00| 10920.00000 10920.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE , TS2 - TYPE 2 | | |
0102 805-78205 7.000 EACH | 593.28000 4152.96| 576.00000 4032.00| 576.00000 4032.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0103 805-78215 8.000 EACH | 506.76000 4054.08| 492.00000 3936.00| 492.00000 3936.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER ARROW, GREEN ARROW | | |
0104 805-78230 1.000 EACH | 852.84000 852.84| 828.00000 828.00| 828.00000 828.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0105 805-78245 2.000 EACH | 3565.86000 7131.72| 3462.00000 6924.00| 3462.00000 6924.00
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | |
GREEN | | |
0106 805-78255 2.000 EACH | 3565.86000 7131.72| 3462.00000 6924.00| 3462.00000 6924.00
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | |
ARROW, GREEN ARROW | | |
0107 805-78415 3.000 EACH | 1545.00000 4635.00| 1500.00000 4500.00| 1500.00000 4500.00
SPAN, CATENARY, AND TETHER | | |
0108 805-78420 5.000 EACH | 284.28000 1421.40| 276.00000 1380.00| 276.00000 1380.00
DISCONNECT HANGER | | |
0109 805-78445 1.000 EACH | 515.00000 515.00| 500.00000 500.00| 500.00000 500.00
SIGNAL SERVICE | | |
0110 805-78467 20.000 m | 6.76000 135.20| 6.60000 132.00| 6.56000 131.20
SIGNAL CABLE, 3C 8GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -8
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0111 805-78485 853.000 m | 4.94000 4213.82| 4.80000 4094.40| 4.80000 4094.40
SIGNAL CABLE, 5C 14GA. | | |
0112 805-78490 70.000 m | 6.76000 473.20| 6.60000 462.00| 6.56000 459.20
SIGNAL CABLE, 7C 14GA. | | |
0113 805-78510 2266.000 m | 2.06000 4667.96| 2.00000 4532.00| 2.00000 4532.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0114 805-78785 16.000 EACH | 515.00000 8240.00| 500.00000 8000.00| 500.00000 8000.00
SIGNAL DETECTOR HOUSING | | |
0115 805-78795 733.000 m | 22.30000 16345.90| 21.75000 15942.75| 21.65000 15869.45
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0116 805-78925 1.000 EACH | 1030.00000 1030.00| 1000.00000 1000.00| 1000.00000 1000.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0117 805-81032 4.000 EACH | 3955.20000 15820.80| 3850.00000 15400.00| 3840.00000 15360.00
SIGNAL STRAIN POLE, STEEL, 9.2m | | |
0118 805-92504 10.000 EACH | 454.85000 4548.50| 445.00000 4450.00| 441.60000 4416.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0119 805-97114 80.000 m | 5.41000 432.80| 5.25000 420.00| 5.25000 420.00
CABLE, INTERCONNECT, 6 PAIR 19 | | |
0120 808-04298 9.000 EACH | 334.75000 3012.75| 325.00000 2925.00| 325.00000 2925.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (R X R) | | |
0121 808-06701 308.000 m | 1.17000 360.36| 1.15000 354.20| 1.14000 351.12
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
0122 808-06703 879.000 m | 1.17000 1028.43| 1.15000 1010.85| 1.14000 1002.06
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0123 808-06716 2335.000 m | 1.17000 2731.95| 1.15000 2685.25| 1.14000 2661.90
LINE, REMOVE | | |
0124 808-75245 712.000 m | 1.17000 833.04| 1.15000 818.80| 1.14000 811.68
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0125 808-75278 278.000 m | 7.16000 1990.48| 7.00000 1946.00| 6.95000 1932.10
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0126 808-75297 80.000 m | 14.32000 1145.60| 14.00000 1120.00| 13.90000 1112.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0127 808-75320 17.000 EACH | 56.65000 963.05| 55.00000 935.00| 55.00000 935.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -9
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2131982 |( 2 ) 35-0626844 |( 3 ) 35-1878024
|J B I CONSTRUCTION INC. |J.H. RUDOLPH & COMPANY |RAGLE, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0128 808-75325 12.000 EACH | 81.37000 976.44| 79.00000 948.00| 79.00000 948.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0129 808-75996 38.000 EACH | 10.30000 391.40| 10.00000 380.00| 10.00000 380.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0130 808-92027 520.000 m | 4.77000 2480.40| 4.65000 2418.00| 4.63000 2407.60
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0131 808-98796 107.000 m | 4.81000 514.67| 4.70000 502.90| 4.67000 499.69
LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | |
mm, 600 mm LINE, 1200 mm GAP | | |
0132 211-09264 749.000 m3 | 30.00000 22470.00| 32.00000 23968.00| 30.00000 22470.00
STRUCTURE BACKFILL, TYPE 1 | | |
0133 801-06625 34.000 EACH | 94.76000 3221.84| 101.00000 3434.00| 92.00000 3128.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0134 801-07119 18.000 m | 37.60000 676.80| 40.00000 720.00| 36.50000 657.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 1,431,175.71| $ 1,519,891.01| $ 1,539,222.41
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,431,175.71| $ 1,519,891.01| $ 1,539,222.41
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -10
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 23700.00000 23700.00| 30025.00000 30025.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 2200.00000 26400.00| 1600.00000 19200.00|
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 95.00000 190.00| 105.00000 210.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 24.000 MOS | 75.00000 1800.00| 105.00000 2520.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 24.000 MOS | 300.00000 7200.00| 105.00000 2520.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 100.00000 1200.00| 53.00000 636.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 77000.00000 77000.00| 80000.00000 80000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 28990.00000 28990.00| 28990.00000 28990.00|
CLEARING RIGHT OF WAY | | |
0017 202-01300 1.000 EACH | 1200.00000 1200.00| 1485.00000 1485.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0018 202-02240 402.000 m2 | 38.50000 15477.00| 38.50000 15477.00|
PAVEMENT REMOVAL | | |
0019 202-02241 12.000 m | 21.00000 252.00| 53.50000 642.00|
GUARDRAIL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -11
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-02271 2.000 EACH | 605.00000 1210.00| 605.00000 1210.00|
HEADWALL, REMOVE | | |
0021 202-02278 57.000 m | 32.00000 1824.00| 32.00000 1824.00|
CURB, CONCRETE, REMOVE | | |
0022 202-02279 833.000 m | 18.50000 15410.50| 18.50000 15410.50|
CURB AND GUTTER, REMOVE | | |
0023 202-60815 310.000 m | 33.00000 10230.00| 32.00000 9920.00|
CENTER CURB, REMOVE | | |
0024 202-74035 13.000 EACH | 60.00000 780.00| 325.00000 4225.00|
SIGN, REMOVE | | |
0025 202-74080 1.000 EACH | 2000.00000 2000.00| 1880.00000 1880.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
0026 202-91385 12.000 EACH | 765.00000 9180.00| 765.00000 9180.00|
INLET, REMOVE | | |
0027 202-93047 3.000 EACH | 955.00000 2865.00| 955.00000 2865.00|
MANHOLE, REMOVE | | |
0028 202-96133 207.000 m | 43.25000 8952.75| 43.00000 8901.00|
PIPE, REMOVE | | |
0029 202-98488 2.000 EACH | 315.00000 630.00| 317.00000 634.00|
PIPE END SECTION, REMOVE | | |
0030 203-02000 2735.000 m3 | 15.25000 41708.75| 15.00000 41025.00|
EXCAVATION, COMMON | | |
0031 205-06932 14.000 m | 24.00000 336.00| 25.50000 357.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0032 205-06933 4.000 EACH | 75.00000 300.00| 80.00000 320.00|
TEMPORARY DITCH INLET PROTECTION | | |
0033 205-06937 348.000 m | 8.00000 2784.00| 4.75000 1653.00|
TEMPORARY SILT FENCE | | |
0034 206-91764 159.000 m2 | 325.00000 51675.00| 325.00000 51675.00|
SHEET PILING, STEEL, S 3.2 | | |
0035 207-08268 3652.000 m2 | 17.50000 63910.00| 18.50000 67562.00|
SUBGRADE TREATMENT, TYPE IV | | |
0037 214-07202 153.000 m2 | 6.80000 1040.40| 6.80000 1040.40|
GEOGRID, I | | |
0038 301-07448 85.000 Mg | 55.00000 4675.00| 57.75000 4908.75|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0039 306-08036 13074.000 m2 | 1.60000 20918.40| 1.15000 15035.10|
MILLING, ASPHALT, 50 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -12
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 306-08043 1884.000 m2 | 1.60000 3014.40| 1.25000 2355.00|
MILLING, TRANSITION | | |
0041 401-07334 1675.000 Mg | 88.00000 147400.00| 97.40000 163145.00|
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0042 401-07403 2359.000 Mg | 67.00000 158053.00| 73.85000 174212.15|
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0043 401-07408 2355.000 Mg | 67.00000 157785.00| 73.80000 173799.00|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0044 406-05520 11.000 Mg | 400.00000 4400.00| 435.00000 4785.00|
ASPHALT FOR TACK COAT | | |
0045 605-06120 88.000 m | 70.00000 6160.00| 78.50000 6908.00|
CURB, CONCRETE | | |
0046 605-06155 765.000 m | 54.00000 41310.00| 60.50000 46282.50|
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0047 605-06215 702.000 m | 88.50000 62127.00| 117.00000 82134.00|
CENTER CURB, D, CONCRETE | | |
0048 605-94811 5.000 EACH | 300.00000 1500.00| 395.00000 1975.00|
CURB TURNOUT | | |
0049 610-07486 293.000 Mg | 100.00000 29300.00| 107.00000 31351.00|
HMA FOR APPROACHES, TYPE A | | |
0050 610-08446 257.000 m2 | 48.00000 12336.00| 98.75000 25378.75|
PCCP FOR APPROACHES, 150 mm | | |
0051 611-06497 1.000 EACH | 250.00000 250.00| 122.50000 122.50|
MAILBOX ASSEMBLY, SINGLE | | |
0052 615-06490 22.000 EACH | 158.00000 3476.00| 122.50000 2695.00|
RIGHT OF WAY MARKER | | |
0053 615-06505 3.000 EACH | 820.00000 2460.00| 635.00000 1905.00|
MONUMENT, B | | |
0054 615-06527 1.000 EACH | 725.00000 725.00| 528.00000 528.00|
MONUMENT, SECTION CORNER | | |
0055 621-01004 1.000 EACH | 690.00000 690.00| 735.00000 735.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-06560 2900.000 m2 | 0.53000 1537.00| 0.55000 1595.00|
MULCHED SEEDING, U | | |
0057 621-06567 36.000 kL | 1.00000 36.00| 1.05000 37.80|
WATER | | |
0058 621-06575 1972.000 m2 | 3.30000 6507.60| 3.50000 6902.00|
SODDING, NURSERY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -13
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 702-52376 82.200 m3 | 890.00000 73158.00| 890.00000 73158.00|
CONCRETE, C, STRUCTURES | | |
0061 704-51030 5795.000 kg | 2.30000 13328.50| 2.30000 13328.50|
REINFORCING STEEL | | |
0062 715-05151 294.000 m | 124.30000 36544.20| 124.30000 36544.20|
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0063 715-05154 23.000 m | 176.50000 4059.50| 176.50000 4059.50|
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0064 715-05597 1.000 m | 1127.50000 1127.50| 1127.50000 1127.50|
PIPE EXTENSION, CIRCULAR, 600 mm | | |
0065 715-05756 26.000 m | 250.00000 6500.00| 250.00000 6500.00|
PIPE EXTENSION, CIRCULAR, 300 mm | | |
0066 715-08307 19.000 Mg | 210.00000 3990.00| 186.80000 3549.20|
HMA FOR STRUCTURE INSTALLATION, TYPE D | | |
0067 715-09370 11.000 m | 1185.00000 13035.00| 1185.00000 13035.00|
PIPE EXTENSION, CIRCULAR, 1800 mm | | |
0068 715-46000 3.000 EACH | 630.00000 1890.00| 630.00000 1890.00|
PIPE END SECTION, 300 mm | | |
0069 715-46005 1.000 EACH | 835.00000 835.00| 835.00000 835.00|
PIPE END SECTION, 375 mm | | |
0070 720-44000 10.000 EACH | 895.00000 8950.00| 895.00000 8950.00|
CASTING, ADJUST TO GRADE | | |
0071 720-45030 4.000 EACH | 2065.00000 8260.00| 2065.00000 8260.00|
INLET, E7 | | |
0072 720-45045 4.000 EACH | 2180.00000 8720.00| 2180.00000 8720.00|
INLET, J10 | | |
0073 720-45055 7.000 EACH | 2210.00000 15470.00| 2210.00000 15470.00|
INLET, M10 | | |
0074 720-90984 3.000 EACH | 3985.00000 11955.00| 3985.00000 11955.00|
MANHOLE, C2 | | |
0075 720-92492 2.000 EACH | 2300.00000 4600.00| 2465.00000 4930.00|
MANHOLE, B | | |
0076 720-96995 1.000 EACH | 1030.00000 1030.00| 1030.00000 1030.00|
CLEAN INLET | | |
0077 801-03290 2.000 EACH | 195.00000 390.00| 530.00000 1060.00|
CONSTRUCTION SIGN, C | | |
0078 801-04308 7.000 EACH | 345.00000 2415.00| 315.00000 2205.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06203 5395.000 m | 0.39000 2104.05| 0.45000 2427.75|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -14
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 801-06216 53.000 m | 4.95000 262.35| 5.25000 278.25|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
600 mm | | |
0081 801-06640 14.000 EACH | 118.00000 1652.00| 143.00000 2002.00|
CONSTRUCTION SIGN, A | | |
0082 801-06645 2.000 EACH | 65.00000 130.00| 53.00000 106.00|
CONSTRUCTION SIGN, B | | |
0083 801-06710 180.000 DAY | 10.00000 1800.00| 21.25000 3825.00|
FLASHING ARROW SIGN | | |
0084 801-06775 LUMP | 52946.04000 52946.04| 50000.00000 50000.00|
MAINTAINING TRAFFIC | | |
0085 801-07118 82.200 m | 34.00000 2794.80| 73.00000 6000.60|
BARRICADE, III-A | | |
0086 801-92448 360.000 DAY | 2.50000 900.00| 2.75000 990.00|
CONSTRUCTION SIGNS, MOBILE | | |
0087 802-05701 58.000 m | 44.00000 2552.00| 39.00000 2262.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0088 802-05702 40.000 m | 44.00000 1760.00| 38.00000 1520.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0089 802-07060 2.000 EACH | 100.00000 200.00| 265.00000 530.00|
SIGN, SHEET, RELOCATE | | |
0090 802-76025 10.710 m2 | 180.00000 1927.80| 205.00000 2195.55|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0091 802-76035 3.380 m2 | 192.00000 648.96| 227.00000 767.26|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0092 802-76045 13.500 m2 | 216.00000 2916.00| 250.00000 3375.00|
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0093 805-01815 4.000 EACH | 1600.00000 6400.00| 1830.00000 7320.00|
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0094 805-01842 9.000 EACH | 800.00000 7200.00| 715.00000 6435.00|
HANDHOLE, SIGNAL | | |
0095 805-01843 1.000 EACH | 144.00000 144.00| 284.00000 284.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0096 805-01861 513.000 m | 8.20000 4206.60| 5.80000 2975.40|
SIGNAL CABLE, INTERCONNECT, 12C/19 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -15
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 805-01893 LUMP | 2400.00000 2400.00| 2440.00000 2440.00|
MAINTAINING TRAFFIC SIGNAL | | |
0098 805-02087 LUMP | 300.00000 300.00| 835.00000 835.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0099 805-02503 2210.000 m | 1.00000 2210.00| 1.50000 3315.00|
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0100 805-06592 657.000 m | 46.00000 30222.00| 51.50000 33835.50|
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0101 805-78100 1.000 EACH | 10920.00000 10920.00| 14565.00000 14565.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE , TS2 - TYPE 2 | | |
0102 805-78205 7.000 EACH | 576.00000 4032.00| 645.00000 4515.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0103 805-78215 8.000 EACH | 492.00000 3936.00| 660.00000 5280.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER ARROW, GREEN ARROW | | |
0104 805-78230 1.000 EACH | 828.00000 828.00| 1085.00000 1085.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0105 805-78245 2.000 EACH | 3462.00000 6924.00| 2765.00000 5530.00|
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | |
GREEN | | |
0106 805-78255 2.000 EACH | 3462.00000 6924.00| 2765.00000 5530.00|
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | |
ARROW, GREEN ARROW | | |
0107 805-78415 3.000 EACH | 1500.00000 4500.00| 1950.00000 5850.00|
SPAN, CATENARY, AND TETHER | | |
0108 805-78420 5.000 EACH | 276.00000 1380.00| 265.00000 1325.00|
DISCONNECT HANGER | | |
0109 805-78445 1.000 EACH | 500.00000 500.00| 480.00000 480.00|
SIGNAL SERVICE | | |
0110 805-78467 20.000 m | 6.56000 131.20| 7.50000 150.00|
SIGNAL CABLE, 3C 8GA. | | |
0111 805-78485 853.000 m | 4.80000 4094.40| 3.75000 3198.75|
SIGNAL CABLE, 5C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -16
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 805-78490 70.000 m | 6.56000 459.20| 5.00000 350.00|
SIGNAL CABLE, 7C 14GA. | | |
0113 805-78510 2266.000 m | 2.00000 4532.00| 2.25000 5098.50|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0114 805-78785 16.000 EACH | 500.00000 8000.00| 645.00000 10320.00|
SIGNAL DETECTOR HOUSING | | |
0115 805-78795 733.000 m | 21.65000 15869.45| 26.00000 19058.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0116 805-78925 1.000 EACH | 1000.00000 1000.00| 1180.00000 1180.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0117 805-81032 4.000 EACH | 3840.00000 15360.00| 4070.00000 16280.00|
SIGNAL STRAIN POLE, STEEL, 9.2m | | |
0118 805-92504 10.000 EACH | 441.60000 4416.00| 345.00000 3450.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0119 805-97114 80.000 m | 5.25000 420.00| 6.00000 480.00|
CABLE, INTERCONNECT, 6 PAIR 19 | | |
0120 808-04298 9.000 EACH | 325.00000 2925.00| 315.00000 2835.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (R X R) | | |
0121 808-06701 308.000 m | 1.14000 351.12| 1.50000 462.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
0122 808-06703 879.000 m | 1.14000 1002.06| 1.50000 1318.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0123 808-06716 2335.000 m | 1.14000 2661.90| 1.50000 3502.50|
LINE, REMOVE | | |
0124 808-75245 712.000 m | 1.14000 811.68| 1.50000 1068.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0125 808-75278 278.000 m | 6.95000 1932.10| 10.00000 2780.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0126 808-75297 80.000 m | 13.90000 1112.00| 20.50000 1640.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0127 808-75320 17.000 EACH | 55.00000 935.00| 69.25000 1177.25|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0128 808-75325 12.000 EACH | 79.00000 948.00| 80.00000 960.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -17
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 141 CONTRACT ID : R -28108-A COUNTIES : VANDERBURGH
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1009310 |( )
|E & B PAVING INC |DEIG BROTHERS LUMBER & CONST |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 808-75996 38.000 EACH | 10.00000 380.00| 10.50000 399.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0130 808-92027 520.000 m | 4.63000 2407.60| 3.00000 1560.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0131 808-98796 107.000 m | 4.67000 499.69| 1.75000 187.25|
LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | |
mm, 600 mm LINE, 1200 mm GAP | | |
0132 211-09264 749.000 m3 | 49.50000 37075.50| 49.50000 37075.50|
STRUCTURE BACKFILL, TYPE 1 | | |
0133 801-06625 34.000 EACH | 92.00000 3128.00| 135.00000 4590.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0134 801-07119 18.000 m | 36.50000 657.00| 88.25000 1588.50|
BARRICADE, III-B | | |
SECTION TOTALS | $ 1,555,900.00| $ 1,663,378.41| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,555,900.00| $ 1,663,378.41| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -1
VENDOR RANKING
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2280017
2280017
2280017
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 5,636,076.85 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,677,542.68 100.7357%
3 35-0997978 PHEND & BROWN INC $ 6,187,800.60 109.7891%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 6,364,548.00 112.9251%
5 35-1185040 NIBLOCK EXCAVATING INC $ 6,725,000.00 119.3206%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -2
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN 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 | 60000.00000 60000.00| 79300.00000 79300.00| 79400.00000 79400.00
CONSTRUCTION ENGINEERING | | |
0002 105-07040 24.000 MOS | 1608.00000 38592.00| 1600.00000 38400.00| 1765.00000 42360.00
FIELD OFFICE, C | | |
0003 105-08520 4.000 EACH | 100.00000 400.00| 80.00000 320.00| 336.00000 1344.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 96.000 MOS | 75.00000 7200.00| 40.00000 3840.00| 336.00000 32256.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 24.000 MOS | 540.00000 12960.00| 1620.00000 38880.00| 600.00000 14400.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 24.000 MOS | 100.00000 2400.00| 66.00000 1584.00| 75.00000 1800.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-01614 LUMP | 9450.00000 9450.00| 10000.00000 10000.00| 9450.00000 9450.00
PARTNERING OVERHEAD | | |
0009 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0010 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0011 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 281850.00000 281850.00| 270000.00000 270000.00| 320000.00000 320000.00
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 56370.00000 56370.00| 50000.00000 50000.00| 204000.00000 204000.00
CLEARING RIGHT OF WAY | | |
0017 202-02278 136.500 m | 12.00000 1638.00| 7.60000 1037.40| 19.40000 2648.10
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -3
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-03000 LUMP | 18900.00000 18900.00| 5300.00000 5300.00| 2943.00000 2943.00
HOUSES AND BUILDINGS, REMOVE | | |
0019 202-78515 LUMP | 500.00000 500.00| 2500.00000 2500.00| 500.00000 500.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 202-96133 184.300 m | 55.00000 10136.50| 36.00000 6634.80| 85.00000 15665.50
PIPE, REMOVE | | |
0021 203-02000 59024.000 m3 | 8.60000 507606.40| 7.38000 435597.12| 7.00000 413168.00
EXCAVATION, COMMON | | |
0022 203-02070 10661.000 m3 | 8.00000 85288.00| 1.23000 13113.03| 12.50000 133262.50
BORROW | | |
0023 203-02100 10229.000 m3 | 10.00000 102290.00| 3.76000 38461.04| 10.00000 102290.00
EXCAVATION, PEAT | | |
0024 203-90014 1.050 STA | 3000.00000 3150.00| 2700.00000 2835.00| 2000.00000 2100.00
LINEAR GRADING | | |
0025 205-03371 4500.000 m3 | 6.20000 27900.00| 1.00000 4500.00| 13.78000 62010.00
SEDIMENT REMOVE | | |
0026 205-06931 228.000 Mg | 60.00000 13680.00| 91.85000 20941.80| 81.67000 18620.76
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06936 400.000 Mg | 45.00000 18000.00| 68.84000 27536.00| 60.59000 24236.00
TEMPORARY SEDIMENT TRAP | | |
0028 205-06937 3764.000 m | 3.85000 14491.40| 3.85000 14491.40| 3.93000 14792.52
TEMPORARY SILT FENCE | | |
0029 207-08262 61707.000 m2 | 2.00000 123414.00| 3.00000 185121.00| 4.10000 252998.70
SUBGRADE TREATMENT, TYPE I | | |
0030 207-08263 12524.000 m2 | 4.75000 59489.00| 5.00000 62620.00| 4.10000 51348.40
SUBGRADE TREATMENT, TYPE IA | | |
0031 207-08267 7467.000 m2 | 7.25000 54135.75| 11.00000 82137.00| 25.00000 186675.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-02050 4.000 m3 | 43.00000 172.00| 165.00000 660.00| 72.00000 288.00
B BORROW | | |
0033 211-07454 932.200 m3 | 30.00000 27966.00| 18.55000 17292.31| 23.50000 21906.70
STRUCTURE BACKFILL | | |
0034 213-08058 24.000 m3 | 107.88000 2589.12| 115.00000 2760.00| 200.00000 4800.00
FLOWABLE BACKFILL | | |
0035 301-07448 11641.600 Mg | 19.00000 221190.40| 18.00000 209548.80| 25.00000 291040.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 303-07449 1475.000 Mg | 21.00000 30975.00| 22.50000 33187.50| 30.00000 44250.00
COMPACTED AGGREGATE, NO. 73 | | |
0037 306-08033 35819.000 m2 | 0.20000 7163.80| 0.45000 16118.55| 0.20000 7163.80
MILLING, ASPHALT, 25 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -4
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 306-08034 501.000 m2 | 4.00000 2004.00| 3.15000 1578.15| 4.00000 2004.00
MILLING, ASPHALT, 38 mm | | |
0039 306-08043 1032.120 m2 | 8.00000 8256.96| 1.77000 1826.85| 8.00000 8256.96
MILLING, TRANSITION | | |
0040 306-08432 900.000 m2 | 0.20000 180.00| 3.00000 2700.00| 0.20000 180.00
MILLING, APPROACH | | |
0041 401-06264 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 6000.00000 6000.00
PROFILOGRAPH, HMA | | |
0042 401-07320 4905.220 Mg | 36.00000 176587.92| 55.00000 269787.10| 36.00000 176587.92
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0043 401-07328 4157.000 Mg | 73.00000 303461.00| 70.00000 290990.00| 73.00000 303461.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0044 401-07329 3000.000 Mg | 73.00000 219000.00| 62.00000 186000.00| 73.00000 219000.00
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0045 401-07363 3000.000 Mg | 60.00000 180000.00| 53.00000 159000.00| 60.00000 180000.00
QC/QA-HMA, 4, 70, INTERMEDIATE, 9.5 mm | | |
0046 401-07398 6227.900 Mg | 53.00000 330078.70| 48.00000 298939.20| 53.00000 330078.70
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0047 401-07406 6705.560 Mg | 32.00000 214577.92| 42.00000 281633.52| 32.00000 214577.92
QC/QA-HMA, 1, 64, BASE, 25.0 MM | | |
0048 401-07408 5402.800 Mg | 52.00000 280945.60| 45.00000 243126.00| 52.00000 280945.60
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0049 401-07429 5745.830 Mg | 45.00000 258562.35| 57.00000 327512.31| 45.00000 258562.35
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0050 401-09336 10729.090 Mg | 52.00000 557912.68| 52.00000 557912.68| 52.00000 557912.68
QC/QA-HMA, 3, 64, BASE, 19.0 mm-PWL | | |
0051 402-07432 438.970 Mg | 95.00000 41702.15| 65.00000 28533.05| 95.00000 41702.15
HMA SURFACE, TYPE A | | |
0052 402-07435 731.610 Mg | 95.00000 69502.95| 52.00000 38043.72| 95.00000 69502.95
HMA INTERMEDIATE, TYPE A | | |
0053 402-07451 471.100 Mg | 95.00000 44754.50| 61.00000 28737.10| 95.00000 44754.50
HMA WEDGE AND LEVEL, TYPE B | | |
0054 406-05520 106.200 Mg | 10.00000 1062.00| 100.00000 10620.00| 10.00000 1062.00
ASPHALT FOR TACK COAT | | |
0055 601-03464 2.000 EACH | 50.00000 100.00| 45.00000 90.00| 50.00000 100.00
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0056 601-99105 7.620 m | 290.00000 2209.80| 54.00000 411.48| 290.00000 2209.80
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -5
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 603-06040 150.000 m | 40.00000 6000.00| 55.00000 8250.00| 40.00000 6000.00
FENCE, FARM FIELD, 1190 mm | | |
0058 605-06120 215.100 m | 74.00000 15917.40| 39.00000 8388.90| 56.00000 12045.60
CURB, CONCRETE | | |
0059 605-94811 2.000 EACH | 584.00000 1168.00| 670.00000 1340.00| 620.00000 1240.00
CURB TURNOUT | | |
0060 607-06385 23.000 m | 80.00000 1840.00| 400.00000 9200.00| 300.00000 6900.00
PAVED SIDE DITCH, L | | |
0061 610-07486 890.000 Mg | 30.00000 26700.00| 80.00000 71200.00| 30.00000 26700.00
HMA FOR APPROACHES, TYPE A | | |
0062 610-07487 433.200 Mg | 95.00000 41154.00| 115.00000 49818.00| 95.00000 41154.00
HMA FOR APPROACHES, TYPE B | | |
0063 610-08446 63.350 m2 | 65.00000 4117.75| 56.00000 3547.60| 89.00000 5638.15
PCCP FOR APPROACHES, 150 mm | | |
0064 610-09108 426.640 m2 | 65.00000 27731.60| 59.00000 25171.76| 58.50000 24958.44
PCCP FOR APPROACHES, 225 mm | | |
0065 611-06497 10.000 EACH | 150.00000 1500.00| 140.00000 1400.00| 150.00000 1500.00
MAILBOX ASSEMBLY, SINGLE | | |
0066 612-04315 1.000 Mg | 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0067 612-05081 1.000 EACH | 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00
MOBLIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0068 612-60410 17.000 EACH | 199.00000 3383.00| 199.00000 3383.00| 199.00000 3383.00
DRILLED HOLE FOR UNDERSEAL | | |
0069 615-06490 116.000 EACH | 130.00000 15080.00| 130.00000 15080.00| 130.00000 15080.00
RIGHT OF WAY MARKER | | |
0070 615-06505 16.000 EACH | 450.00000 7200.00| 600.00000 9600.00| 450.00000 7200.00
MONUMENT, B | | |
0071 615-06510 1.000 EACH | 300.00000 300.00| 500.00000 500.00| 300.00000 300.00
MONUMENT, C | | |
0072 615-06527 6.000 EACH | 200.00000 1200.00| 500.00000 3000.00| 200.00000 1200.00
MONUMENT, SECTION CORNER | | |
0073 616-02320 648.700 m2 | 3.00000 1946.10| 2.34000 1517.96| 3.50000 2270.45
GEOTEXTILES | | |
0074 616-06405 125.300 Mg | 50.00000 6265.00| 54.88000 6876.46| 55.00000 6891.50
RIPRAP, REVETMENT | | |
0075 621-01004 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -6
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 621-06545 9.000 Mg | 624.00000 5616.00| 624.00000 5616.00| 624.00000 5616.00
FERTILIZER | | |
0077 621-06553 1900.000 kg | 6.57000 12483.00| 6.57000 12483.00| 6.57000 12483.00
SEED MIXTURE, R | | |
0078 621-06565 45.000 Mg | 475.00000 21375.00| 475.00000 21375.00| 475.00000 21375.00
MULCHING MATERIAL | | |
0079 621-06567 100.000 kL | 2.00000 200.00| 2.00000 200.00| 2.00000 200.00
WATER | | |
0080 621-06574 15680.000 m2 | 3.15000 49392.00| 3.15000 49392.00| 3.15000 49392.00
SODDING | | |
0081 621-06575 4309.000 m2 | 3.15000 13573.35| 3.15000 13573.35| 3.15000 13573.35
SODDING, NURSERY | | |
0082 622-52436 20.000 EACH | 30.00000 600.00| 30.00000 600.00| 30.00000 600.00
SIGN, DO NOT MOW OR SPRAY | | |
0083 622-98200 21.000 EACH | 30.00000 630.00| 30.00000 630.00| 30.00000 630.00
SIGN, DO NOT DISTURB | | |
0084 715-02628 14.000 EACH | 442.00000 6188.00| 525.77000 7360.78| 600.00000 8400.00
SAFETY METAL END SECTION, 6:1, 375 mm | | |
0085 715-03476 1.000 EACH | 230.00000 230.00| 1202.35000 1202.35| 1200.00000 1200.00
SAFETY METAL END SECTION, 4:1, 600 mm | | |
0086 715-05048 6284.900 m | 9.00000 56564.10| 20.18000 126829.28| 12.50000 78561.25
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0087 715-05053 662.700 m | 34.00000 22531.80| 22.21000 14718.57| 74.00000 49039.80
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0088 715-05118 45.000 m | 180.00000 8100.00| 135.00000 6075.00| 104.00000 4680.00
PIPE, TYPE 1, CIRCULAR, 300 mm | | |
0089 715-05119 99.500 m | 84.00000 8358.00| 139.82000 13912.09| 104.00000 10348.00
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0090 715-05121 49.300 m | 95.00000 4683.50| 133.46000 6579.58| 127.00000 6261.10
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0091 715-05123 78.200 m | 110.00000 8602.00| 233.80000 18283.16| 158.00000 12355.60
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0092 715-05128 38.500 m | 253.00000 9740.50| 368.12000 14172.62| 328.00000 12628.00
PIPE, TYPE 1, CIRCULAR, 1200 mm | | |
0093 715-05149 44.000 m | 77.00000 3388.00| 206.12000 9069.28| 122.00000 5368.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0094 715-05151 107.200 m | 85.00000 9112.00| 134.78000 14448.42| 130.00000 13936.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0095 715-05154 69.100 m | 107.00000 7393.70| 275.49000 19036.36| 164.00000 11332.40
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -7
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 715-05169 189.400 m | 104.00000 19697.60| 145.29000 27517.93| 92.00000 17424.80
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0097 715-05171 125.700 m | 93.00000 11690.10| 156.05000 19615.49| 102.00000 12821.40
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0098 715-05233 26.700 m | 220.00000 5874.00| 235.55000 6289.19| 230.00000 6141.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | |
m2 | | |
0099 715-05331 23.000 m | 220.00000 5060.00| 257.48000 5922.04| 230.00000 5290.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | |
m2 | | |
0100 715-06004 2.000 EACH | 3000.00000 6000.00| 1657.96000 3315.92| 1811.00000 3622.00
CONCRETE ANCHOR, 1200 mm | | |
0101 715-08306 37.000 Mg | 100.00000 3700.00| 149.00000 5513.00| 197.00000 7289.00
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0102 715-26764 2.000 EACH | 6300.00000 12600.00| 6958.54000 13917.08| 8880.00000 17760.00
GRATED BOX END SECTION, II, 10:1, 450 m | | |
0103 715-26808 2.000 EACH | 4400.00000 8800.00| 4888.54000 9777.08| 6220.00000 12440.00
GRATED BOX END SECTION, I, 4:1, 700 mm | | |
x 500 mm | | |
0104 715-46000 1.000 EACH | 240.00000 240.00| 782.74000 782.74| 210.00000 210.00
PIPE END SECTION, 300 mm | | |
0105 715-46005 21.000 EACH | 262.00000 5502.00| 785.16000 16488.36| 235.00000 4935.00
PIPE END SECTION, 375 mm | | |
0106 715-46010 2.000 EACH | 278.00000 556.00| 808.21000 1616.42| 295.00000 590.00
PIPE END SECTION, 450 mm | | |
0107 715-46020 3.000 EACH | 308.00000 924.00| 979.62000 2938.86| 520.00000 1560.00
PIPE END SECTION, 600 mm | | |
0108 715-97402 2.000 EACH | 3500.00000 7000.00| 4141.04000 8282.08| 6160.00000 12320.00
GRATED BOX END SECTION, I, 4:1, 375 mm | | |
0109 715-97687 4.000 EACH | 4800.00000 19200.00| 5434.78000 21739.12| 6892.00000 27568.00
GRATED BOX END SECTION, I, 4:1, 600 mm | | |
0110 715-97836 2.000 EACH | 3400.00000 6800.00| 4077.79000 8155.58| 6092.00000 12184.00
GRATED BOX END SECTION, II, 4:1, 375 mm | | |
0111 715-99044 12.000 EACH | 4600.00000 55200.00| 5176.04000 62112.48| 7123.00000 85476.00
GRATED BOX END SECTION, II, 6:1, 450 mm | | |
0112 718-06528 22.000 EACH | 600.00000 13200.00| 516.58000 11364.76| 807.00000 17754.00
OUTLET PROTECTOR, 1 | | |
0113 718-06529 12.000 EACH | 600.00000 7200.00| 489.57000 5874.84| 797.00000 9564.00
OUTLET PROTECTOR, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -8
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 718-06531 7.000 EACH | 600.00000 4200.00| 447.13000 3129.91| 763.00000 5341.00
OUTLET PROTECTOR, 3 | | |
0115 718-06532 1000.000 m | 2.50000 2500.00| 3.20000 3200.00| 3.20000 3200.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0116 718-52610 1326.200 m3 | 48.00000 63657.60| 52.48000 69598.98| 32.95000 43698.29
AGGREGATE FOR UNDERDRAINS | | |
0117 720-45015 4.000 EACH | 1510.00000 6040.00| 1731.53000 6926.12| 1500.00000 6000.00
INLET, A8 | | |
0118 720-45030 1.000 EACH | 1400.00000 1400.00| 1588.93000 1588.93| 1200.00000 1200.00
INLET, E7 | | |
0119 720-45070 1.000 EACH | 2250.00000 2250.00| 2203.03000 2203.03| 2000.00000 2000.00
INLET, P12A | | |
0120 720-45410 2.000 EACH | 1850.00000 3700.00| 1714.28000 3428.56| 2100.00000 4200.00
MANHOLE, C4 | | |
0121 720-95422 2.000 EACH | 3700.00000 7400.00| 2216.83000 4433.66| 2700.00000 5400.00
MANHOLE, J4 | | |
0122 720-98555 3.000 EACH | 2300.00000 6900.00| 2634.28000 7902.84| 2900.00000 8700.00
INLET, C15 | | |
0123 801-03290 4.000 EACH | 345.00000 1380.00| 169.00000 676.00| 169.00000 676.00
CONSTRUCTION SIGN, C | | |
0124 801-04308 7.000 EACH | 550.00000 3850.00| 190.00000 1330.00| 190.00000 1330.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0125 801-06203 6244.000 m | 0.49000 3059.56| 0.40000 2497.60| 0.40000 2497.60
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0126 801-06207 2470.000 m | 3.11000 7681.70| 2.70000 6669.00| 2.70000 6669.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0127 801-06216 14.400 m | 10.45000 150.48| 3.60000 51.84| 10.00000 144.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
600 mm | | |
0128 801-06218 14.400 m | 10.45000 150.48| 16.20000 233.28| 16.20000 233.28
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0129 801-06625 22.000 EACH | 150.00000 3300.00| 70.00000 1540.00| 70.00000 1540.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0130 801-06640 81.000 EACH | 278.00000 22518.00| 139.00000 11259.00| 139.00000 11259.00
CONSTRUCTION SIGN, A | | |
0131 801-06775 LUMP | 225000.00000 225000.00| 170000.00000 170000.00| 138000.00000 138000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -9
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0132 801-07118 187.200 m | 46.25000 8658.00| 40.00000 7488.00| 40.00000 7488.00
BARRICADE, III-A | | |
0133 801-07119 36.000 m | 55.00000 1980.00| 40.00000 1440.00| 40.00000 1440.00
BARRICADE, III-B | | |
0134 801-92448 360.000 DAY | 3.50000 1260.00| 9.00000 3240.00| 2.25000 810.00
CONSTRUCTION SIGNS, MOBILE | | |
0135 802-05701 50.400 m | 30.00000 1512.00| 36.00000 1814.40| 36.00000 1814.40
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0136 802-05702 148.300 m | 30.00000 4449.00| 30.00000 4449.00| 30.00000 4449.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0137 802-05704 35.000 m | 30.00000 1050.00| 26.50000 927.50| 26.50000 927.50
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0138 802-76025 11.088 m2 | 140.00000 1552.32| 185.00000 2051.28| 185.00000 2051.28
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0139 802-76035 25.776 m2 | 150.00000 3866.40| 140.00000 3608.64| 140.00000 3608.64
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0140 802-76045 5.625 m2 | 180.00000 1012.50| 170.00000 956.25| 170.00000 956.25
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0141 802-91122 2.000 EACH | 220.00000 440.00| 136.00000 272.00| 136.00000 272.00
SIGN, GROUND MOUNTED, RESET | | |
0142 804-76350 2.000 EACH | 25.00000 50.00| 25.00000 50.00| 25.00000 50.00
DELINEATOR WITH POST, D3, 75 mm DIA. | | |
0143 805-01842 11.000 EACH | 900.00000 9900.00| 1000.00000 11000.00| 1000.00000 11000.00
HANDHOLE, SIGNAL | | |
0144 805-01893 LUMP | 5000.00000 5000.00| 135.00000 135.00| 135.00000 135.00
MAINTAINING TRAFFIC SIGNAL | | |
0145 805-06592 647.700 m | 52.00000 33680.40| 42.00000 27203.40| 42.00000 27203.40
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0146 805-78470 1471.800 m | 0.60000 883.08| 0.45000 662.31| 0.45000 662.31
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0147 805-78510 1024.900 m | 5.50000 5636.95| 4.25000 4355.83| 4.25000 4355.83
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0148 805-78785 14.000 EACH | 650.00000 9100.00| 665.00000 9310.00| 665.00000 9310.00
SIGNAL DETECTOR HOUSING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -10
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 805-78795 504.900 m | 28.00000 14137.20| 30.00000 15147.00| 30.00000 15147.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0150 805-92504 7.000 EACH | 500.00000 3500.00| 265.00000 1855.00| 265.00000 1855.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0151 808-06703 8354.100 m | 1.08000 9022.43| 0.90000 7518.69| 0.90000 7518.69
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0152 808-06712 200.000 m | 1.25000 250.00| 0.50000 100.00| 0.50000 100.00
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0153 808-06713 9130.000 m | 0.42000 3834.60| 0.50000 4565.00| 0.50000 4565.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0154 808-06714 12000.000 m | 0.42000 5040.00| 0.50000 6000.00| 0.50000 6000.00
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0155 808-75240 704.000 m | 1.08000 760.32| 0.90000 633.60| 0.90000 633.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0156 808-75245 6001.200 m | 1.08000 6481.30| 0.90000 5401.08| 0.90000 5401.08
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0157 808-75278 86.600 m | 7.38000 639.11| 5.50000 476.30| 5.50000 476.30
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0158 808-75297 86.100 m | 14.76000 1270.84| 11.00000 947.10| 11.00000 947.10
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0159 808-75320 4.000 EACH | 60.00000 240.00| 75.00000 300.00| 75.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0160 808-75325 4.000 EACH | 85.00000 340.00| 100.00000 400.00| 100.00000 400.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0161 808-75996 682.000 EACH | 6.00000 4092.00| 4.20000 2864.40| 6.00000 4092.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0162 808-75998 899.000 EACH | 17.95000 16137.05| 16.50000 14833.50| 14.55000 13080.45
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0163 808-92027 173.400 m | 4.92000 853.13| 3.75000 650.25| 3.75000 650.25
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
SECTION TOTALS | $ 5,636,076.85| $ 5,677,542.68| $ 6,187,800.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,636,076.85| $ 5,677,542.68| $ 6,187,800.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -11
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING 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 | 297700.00000 297700.00| 100000.00000 100000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07040 24.000 MOS | 1700.00000 40800.00| 2450.00000 58800.00|
FIELD OFFICE, C | | |
0003 105-08520 4.000 EACH | 100.00000 400.00| 125.00000 500.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 96.000 MOS | 100.00000 9600.00| 75.00000 7200.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 24.000 MOS | 350.00000 8400.00| 375.00000 9000.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 24.000 MOS | 65.00000 1560.00| 220.00000 5280.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 108-01614 LUMP | 8800.00000 8800.00| 11500.00000 11500.00|
PARTNERING OVERHEAD | | |
0009 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0010 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0011 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 189499.89000 189499.89| 335000.00000 335000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 35000.00000 35000.00| 115199.69000 115199.69|
CLEARING RIGHT OF WAY | | |
0017 202-02278 136.500 m | 12.00000 1638.00| 15.00000 2047.50|
CURB, CONCRETE, REMOVE | | |
0018 202-03000 LUMP | 18900.00000 18900.00| 23000.00000 23000.00|
HOUSES AND BUILDINGS, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -12
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-78515 LUMP | 2500.00000 2500.00| 2500.00000 2500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 202-96133 184.300 m | 55.00000 10136.50| 90.00000 16587.00|
PIPE, REMOVE | | |
0021 203-02000 59024.000 m3 | 8.60000 507606.40| 11.00000 649264.00|
EXCAVATION, COMMON | | |
0022 203-02070 10661.000 m3 | 8.00000 85288.00| 0.50000 5330.50|
BORROW | | |
0023 203-02100 10229.000 m3 | 10.00000 102290.00| 15.00000 153435.00|
EXCAVATION, PEAT | | |
0024 203-90014 1.050 STA | 10000.00000 10500.00| 6000.00000 6300.00|
LINEAR GRADING | | |
0025 205-03371 4500.000 m3 | 6.20000 27900.00| 0.50000 2250.00|
SEDIMENT REMOVE | | |
0026 205-06931 228.000 Mg | 60.00000 13680.00| 50.00000 11400.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06936 400.000 Mg | 45.00000 18000.00| 52.00000 20800.00|
TEMPORARY SEDIMENT TRAP | | |
0028 205-06937 3764.000 m | 3.85000 14491.40| 3.85000 14491.40|
TEMPORARY SILT FENCE | | |
0029 207-08262 61707.000 m2 | 4.65000 286937.55| 4.20000 259169.40|
SUBGRADE TREATMENT, TYPE I | | |
0030 207-08263 12524.000 m2 | 4.65000 58236.60| 4.20000 52600.80|
SUBGRADE TREATMENT, TYPE IA | | |
0031 207-08267 7467.000 m2 | 7.25000 54135.75| 9.00000 67203.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-02050 4.000 m3 | 35.00000 140.00| 85.00000 340.00|
B BORROW | | |
0033 211-07454 932.200 m3 | 30.00000 27966.00| 24.00000 22372.80|
STRUCTURE BACKFILL | | |
0034 213-08058 24.000 m3 | 133.00000 3192.00| 245.00000 5880.00|
FLOWABLE BACKFILL | | |
0035 301-07448 11641.600 Mg | 19.00000 221190.40| 20.00000 232832.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 303-07449 1475.000 Mg | 20.00000 29500.00| 21.50000 31712.50|
COMPACTED AGGREGATE, NO. 73 | | |
0037 306-08033 35819.000 m2 | 0.61000 21849.59| 0.70000 25073.30|
MILLING, ASPHALT, 25 mm | | |
0038 306-08034 501.000 m2 | 0.61000 305.61| 0.70000 350.70|
MILLING, ASPHALT, 38 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -13
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 306-08043 1032.120 m2 | 0.61000 629.59| 0.70000 722.48|
MILLING, TRANSITION | | |
0040 306-08432 900.000 m2 | 0.61000 549.00| 0.30000 270.00|
MILLING, APPROACH | | |
0041 401-06264 LUMP | 6000.00000 6000.00| 25000.00000 25000.00|
PROFILOGRAPH, HMA | | |
0042 401-07320 4905.220 Mg | 62.50000 306576.25| 65.00000 318839.30|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0043 401-07328 4157.000 Mg | 79.50000 330481.50| 75.00000 311775.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0044 401-07329 3000.000 Mg | 79.50000 238500.00| 75.00000 225000.00|
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0045 401-07363 3000.000 Mg | 65.75000 197250.00| 75.00000 225000.00|
QC/QA-HMA, 4, 70, INTERMEDIATE, 9.5 mm | | |
0046 401-07398 6227.900 Mg | 65.75000 409484.43| 65.00000 404813.50|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0047 401-07406 6705.560 Mg | 57.00000 382216.92| 55.00000 368805.80|
QC/QA-HMA, 1, 64, BASE, 25.0 MM | | |
0048 401-07408 5402.800 Mg | 57.00000 307959.60| 64.00000 345779.20|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0049 401-07429 5745.830 Mg | 65.75000 377788.32| 60.00000 344749.80|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0050 401-09336 10729.090 Mg | 62.00000 665203.58| 60.00000 643745.40|
QC/QA-HMA, 3, 64, BASE, 19.0 mm-PWL | | |
0051 402-07432 438.970 Mg | 72.00000 31605.84| 75.00000 32922.75|
HMA SURFACE, TYPE A | | |
0052 402-07435 731.610 Mg | 61.00000 44628.21| 64.00000 46823.04|
HMA INTERMEDIATE, TYPE A | | |
0053 402-07451 471.100 Mg | 61.00000 28737.10| 81.50000 38394.65|
HMA WEDGE AND LEVEL, TYPE B | | |
0054 406-05520 106.200 Mg | 1.00000 106.20| 0.01000 1.06|
ASPHALT FOR TACK COAT | | |
0055 601-03464 2.000 EACH | 50.00000 100.00| 50.00000 100.00|
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0056 601-99105 7.620 m | 290.00000 2209.80| 290.00000 2209.80|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0057 603-06040 150.000 m | 40.00000 6000.00| 40.00000 6000.00|
FENCE, FARM FIELD, 1190 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -14
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 605-06120 215.100 m | 60.00000 12906.00| 55.00000 11830.50|
CURB, CONCRETE | | |
0059 605-94811 2.000 EACH | 275.00000 550.00| 900.00000 1800.00|
CURB TURNOUT | | |
0060 607-06385 23.000 m | 220.00000 5060.00| 160.00000 3680.00|
PAVED SIDE DITCH, L | | |
0061 610-07486 890.000 Mg | 72.00000 64080.00| 80.00000 71200.00|
HMA FOR APPROACHES, TYPE A | | |
0062 610-07487 433.200 Mg | 72.00000 31190.40| 80.00000 34656.00|
HMA FOR APPROACHES, TYPE B | | |
0063 610-08446 63.350 m2 | 45.00000 2850.75| 68.00000 4307.80|
PCCP FOR APPROACHES, 150 mm | | |
0064 610-09108 426.640 m2 | 56.00000 23891.84| 82.00000 34984.48|
PCCP FOR APPROACHES, 225 mm | | |
0065 611-06497 10.000 EACH | 140.00000 1400.00| 140.00000 1400.00|
MAILBOX ASSEMBLY, SINGLE | | |
0066 612-04315 1.000 Mg | 10000.00000 10000.00| 10000.00000 10000.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0067 612-05081 1.000 EACH | 6000.00000 6000.00| 6000.00000 6000.00|
MOBLIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0068 612-60410 17.000 EACH | 199.00000 3383.00| 199.00000 3383.00|
DRILLED HOLE FOR UNDERSEAL | | |
0069 615-06490 116.000 EACH | 130.00000 15080.00| 130.00000 15080.00|
RIGHT OF WAY MARKER | | |
0070 615-06505 16.000 EACH | 450.00000 7200.00| 450.00000 7200.00|
MONUMENT, B | | |
0071 615-06510 1.000 EACH | 300.00000 300.00| 300.00000 300.00|
MONUMENT, C | | |
0072 615-06527 6.000 EACH | 200.00000 1200.00| 200.00000 1200.00|
MONUMENT, SECTION CORNER | | |
0073 616-02320 648.700 m2 | 3.00000 1946.10| 3.40000 2205.58|
GEOTEXTILES | | |
0074 616-06405 125.300 Mg | 50.00000 6265.00| 52.50000 6578.25|
RIPRAP, REVETMENT | | |
0075 621-01004 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0076 621-06545 9.000 Mg | 624.00000 5616.00| 624.00000 5616.00|
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -15
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 621-06553 1900.000 kg | 6.57000 12483.00| 6.57000 12483.00|
SEED MIXTURE, R | | |
0078 621-06565 45.000 Mg | 475.00000 21375.00| 475.00000 21375.00|
MULCHING MATERIAL | | |
0079 621-06567 100.000 kL | 2.00000 200.00| 2.00000 200.00|
WATER | | |
0080 621-06574 15680.000 m2 | 3.15000 49392.00| 3.15000 49392.00|
SODDING | | |
0081 621-06575 4309.000 m2 | 3.15000 13573.35| 3.15000 13573.35|
SODDING, NURSERY | | |
0082 622-52436 20.000 EACH | 30.00000 600.00| 30.00000 600.00|
SIGN, DO NOT MOW OR SPRAY | | |
0083 622-98200 21.000 EACH | 30.00000 630.00| 30.00000 630.00|
SIGN, DO NOT DISTURB | | |
0084 715-02628 14.000 EACH | 442.00000 6188.00| 825.00000 11550.00|
SAFETY METAL END SECTION, 6:1, 375 mm | | |
0085 715-03476 1.000 EACH | 230.00000 230.00| 1680.00000 1680.00|
SAFETY METAL END SECTION, 4:1, 600 mm | | |
0086 715-05048 6284.900 m | 9.00000 56564.10| 9.25000 58135.33|
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0087 715-05053 662.700 m | 34.00000 22531.80| 40.00000 26508.00|
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0088 715-05118 45.000 m | 80.00000 3600.00| 110.00000 4950.00|
PIPE, TYPE 1, CIRCULAR, 300 mm | | |
0089 715-05119 99.500 m | 84.00000 8358.00| 105.00000 10447.50|
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0090 715-05121 49.300 m | 95.00000 4683.50| 130.00000 6409.00|
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0091 715-05123 78.200 m | 110.00000 8602.00| 185.00000 14467.00|
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0092 715-05128 38.500 m | 253.00000 9740.50| 350.00000 13475.00|
PIPE, TYPE 1, CIRCULAR, 1200 mm | | |
0093 715-05149 44.000 m | 77.00000 3388.00| 100.00000 4400.00|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0094 715-05151 107.200 m | 85.00000 9112.00| 105.00000 11256.00|
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0095 715-05154 69.100 m | 107.00000 7393.70| 160.00000 11056.00|
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0096 715-05169 189.400 m | 104.00000 19697.60| 110.00000 20834.00|
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -16
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 715-05171 125.700 m | 93.00000 11690.10| 115.00000 14455.50|
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0098 715-05233 26.700 m | 220.00000 5874.00| 330.00000 8811.00|
PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | |
m2 | | |
0099 715-05331 23.000 m | 220.00000 5060.00| 360.00000 8280.00|
PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | |
m2 | | |
0100 715-06004 2.000 EACH | 3000.00000 6000.00| 2300.00000 4600.00|
CONCRETE ANCHOR, 1200 mm | | |
0101 715-08306 37.000 Mg | 155.00000 5735.00| 150.00000 5550.00|
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0102 715-26764 2.000 EACH | 6300.00000 12600.00| 8500.00000 17000.00|
GRATED BOX END SECTION, II, 10:1, 450 m | | |
0103 715-26808 2.000 EACH | 4400.00000 8800.00| 6100.00000 12200.00|
GRATED BOX END SECTION, I, 4:1, 700 mm | | |
x 500 mm | | |
0104 715-46000 1.000 EACH | 240.00000 240.00| 385.00000 385.00|
PIPE END SECTION, 300 mm | | |
0105 715-46005 21.000 EACH | 262.00000 5502.00| 395.00000 8295.00|
PIPE END SECTION, 375 mm | | |
0106 715-46010 2.000 EACH | 278.00000 556.00| 440.00000 880.00|
PIPE END SECTION, 450 mm | | |
0107 715-46020 3.000 EACH | 308.00000 924.00| 700.00000 2100.00|
PIPE END SECTION, 600 mm | | |
0108 715-97402 2.000 EACH | 3500.00000 7000.00| 4700.00000 9400.00|
GRATED BOX END SECTION, I, 4:1, 375 mm | | |
0109 715-97687 4.000 EACH | 4800.00000 19200.00| 6650.00000 26600.00|
GRATED BOX END SECTION, I, 4:1, 600 mm | | |
0110 715-97836 2.000 EACH | 3400.00000 6800.00| 4625.00000 9250.00|
GRATED BOX END SECTION, II, 4:1, 375 mm | | |
0111 715-99044 12.000 EACH | 4600.00000 55200.00| 5780.00000 69360.00|
GRATED BOX END SECTION, II, 6:1, 450 mm | | |
0112 718-06528 22.000 EACH | 764.00000 16808.00| 995.00000 21890.00|
OUTLET PROTECTOR, 1 | | |
0113 718-06529 12.000 EACH | 636.00000 7632.00| 850.00000 10200.00|
OUTLET PROTECTOR, 2 | | |
0114 718-06531 7.000 EACH | 510.00000 3570.00| 685.00000 4795.00|
OUTLET PROTECTOR, 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -17
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 718-06532 1000.000 m | 2.50000 2500.00| 2.50000 2500.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0116 718-52610 1326.200 m3 | 48.00000 63657.60| 30.00000 39786.00|
AGGREGATE FOR UNDERDRAINS | | |
0117 720-45015 4.000 EACH | 1510.00000 6040.00| 1925.00000 7700.00|
INLET, A8 | | |
0118 720-45030 1.000 EACH | 1400.00000 1400.00| 1765.00000 1765.00|
INLET, E7 | | |
0119 720-45070 1.000 EACH | 2250.00000 2250.00| 2450.00000 2450.00|
INLET, P12A | | |
0120 720-45410 2.000 EACH | 1850.00000 3700.00| 1900.00000 3800.00|
MANHOLE, C4 | | |
0121 720-95422 2.000 EACH | 3700.00000 7400.00| 2800.00000 5600.00|
MANHOLE, J4 | | |
0122 720-98555 3.000 EACH | 2300.00000 6900.00| 2900.00000 8700.00|
INLET, C15 | | |
0123 801-03290 4.000 EACH | 169.00000 676.00| 169.00000 676.00|
CONSTRUCTION SIGN, C | | |
0124 801-04308 7.000 EACH | 190.00000 1330.00| 190.00000 1330.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0125 801-06203 6244.000 m | 0.40000 2497.60| 0.60000 3746.40|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0126 801-06207 2470.000 m | 2.70000 6669.00| 2.70000 6669.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0127 801-06216 14.400 m | 10.00000 144.00| 3.60000 51.84|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
600 mm | | |
0128 801-06218 14.400 m | 16.20000 233.28| 16.20000 233.28|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0129 801-06625 22.000 EACH | 70.00000 1540.00| 70.00000 1540.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0130 801-06640 81.000 EACH | 139.00000 11259.00| 139.00000 11259.00|
CONSTRUCTION SIGN, A | | |
0131 801-06775 LUMP | 24300.00000 24300.00| 150000.00000 150000.00|
MAINTAINING TRAFFIC | | |
0132 801-07118 187.200 m | 40.00000 7488.00| 40.00000 7488.00|
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -18
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 801-07119 36.000 m | 40.00000 1440.00| 40.00000 1440.00|
BARRICADE, III-B | | |
0134 801-92448 360.000 DAY | 1.50000 540.00| 1.50000 540.00|
CONSTRUCTION SIGNS, MOBILE | | |
0135 802-05701 50.400 m | 36.00000 1814.40| 36.00000 1814.40|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0136 802-05702 148.300 m | 30.00000 4449.00| 30.00000 4449.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0137 802-05704 35.000 m | 26.50000 927.50| 26.50000 927.50|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0138 802-76025 11.088 m2 | 184.87000 2049.84| 185.03000 2051.61|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0139 802-76035 25.776 m2 | 140.02000 3609.16| 140.02000 3609.16|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0140 802-76045 5.625 m2 | 170.15000 957.09| 170.15000 957.09|
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0141 802-91122 2.000 EACH | 136.00000 272.00| 136.00000 272.00|
SIGN, GROUND MOUNTED, RESET | | |
0142 804-76350 2.000 EACH | 25.00000 50.00| 75.00000 150.00|
DELINEATOR WITH POST, D3, 75 mm DIA. | | |
0143 805-01842 11.000 EACH | 1000.00000 11000.00| 1000.00000 11000.00|
HANDHOLE, SIGNAL | | |
0144 805-01893 LUMP | 135.00000 135.00| 135.00000 135.00|
MAINTAINING TRAFFIC SIGNAL | | |
0145 805-06592 647.700 m | 42.00000 27203.40| 42.00000 27203.40|
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0146 805-78470 1471.800 m | 0.45000 662.31| 0.45000 662.31|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0147 805-78510 1024.900 m | 4.25000 4355.83| 4.25000 4355.83|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0148 805-78785 14.000 EACH | 665.00000 9310.00| 665.00000 9310.00|
SIGNAL DETECTOR HOUSING | | |
0149 805-78795 504.900 m | 30.00000 15147.00| 30.00000 15147.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 151 -19
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 151 CONTRACT ID : R -28930-A COUNTIES : LAGRANGE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1185040 |( )
|RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 805-92504 7.000 EACH | 265.00000 1855.00| 265.00000 1855.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0151 808-06703 8354.100 m | 0.90000 7518.69| 0.90000 7518.69|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0152 808-06712 200.000 m | 0.50000 100.00| 0.50000 100.00|
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0153 808-06713 9130.000 m | 0.50000 4565.00| 0.50000 4565.00|
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0154 808-06714 12000.000 m | 0.50000 6000.00| 0.50000 6000.00|
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0155 808-75240 704.000 m | 0.90000 633.60| 0.90000 633.60|
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0156 808-75245 6001.200 m | 0.90000 5401.08| 0.90000 5401.08|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0157 808-75278 86.600 m | 5.50000 476.30| 5.50000 476.30|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0158 808-75297 86.100 m | 11.00000 947.10| 11.00000 947.10|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0159 808-75320 4.000 EACH | 75.00000 300.00| 75.00000 300.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0160 808-75325 4.000 EACH | 100.00000 400.00| 100.00000 400.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0161 808-75996 682.000 EACH | 6.35000 4330.70| 4.00000 2728.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0162 808-75998 899.000 EACH | 16.50000 14833.50| 16.50000 14833.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0163 808-92027 173.400 m | 3.75000 650.25| 3.75000 650.25|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
SECTION TOTALS | $ 6,364,548.00| $ 6,725,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,364,548.00| $ 6,725,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -1
VENDOR RANKING
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 11/15/10 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0701095
0701095
0701095
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 12,742,000.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 12,966,309.72 101.7604%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -2
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( )
|GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REPLACEMENT AND WIDENING
| | |
0001 105-06845 LUMP | 150000.00000 150000.00| 100000.00000 100000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 48.000 MOS | 1600.00000 76800.00| 2000.00000 96000.00|
FIELD OFFICE, B | | |
0003 108-09283 LUMP | 7000.00000 7000.00| 5000.00000 5000.00|
CPM SCHEDULE | | |
0004 108-09284 2.000 EACH | 500.00000 1000.00| 1000.00000 2000.00|
CPM SCHEDULE, MONTHLY UPDATE | | |
0005 108-09285 4.000 EACH | 500.00000 2000.00| 1000.00000 4000.00|
CPM SCHEDULE, REVISED | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 637500.00000 637500.00| 648315.48500 648315.49|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 127000.00000 127000.00| 129663.09700 129663.10|
CLEARING RIGHT OF WAY | | |
0013 202-02240 592.000 m2 | 28.00000 16576.00| 30.00000 17760.00|
PAVEMENT REMOVAL | | |
0014 202-02241 856.000 m | 8.20000 7019.20| 8.20000 7019.20|
GUARDRAIL, REMOVE | | |
0015 202-51328 LUMP | 800000.00000 800000.00| 1425000.00000 1425000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0016 202-51328 LUMP | 375000.00000 375000.00| 600000.00000 600000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0017 202-51368 36.000 m2 | 80.00000 2880.00| 175.00000 6300.00|
SLOPEWALL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -3
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( )
|GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 5645.000 m3 | 16.00000 90320.00| 10.00000 56450.00|
EXCAVATION, COMMON | | |
0019 205-06932 393.000 m | 30.00000 11790.00| 31.00000 12183.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06933 7.000 EACH | 125.00000 875.00| 106.00000 742.00|
TEMPORARY DITCH INLET PROTECTION | | |
0021 206-51230 494.000 m3 | 75.00000 37050.00| 100.00000 49400.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0022 207-08263 8315.000 m2 | 8.00000 66520.00| 7.00000 58205.00|
SUBGRADE TREATMENT, TYPE IA | | |
0023 211-06467 46.000 m3 | 175.00000 8050.00| 100.00000 4600.00|
AGGREGATE FOR END BENT BACKFILL | | |
0024 211-09268 16.000 m3 | 200.00000 3200.00| 300.00000 4800.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0025 301-07448 1480.000 Mg | 30.00000 44400.00| 28.00000 41440.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 302-07455 172.800 m3 | 120.00000 20736.00| 100.00000 17280.00|
DENSE GRADED SUBBASE | | |
0027 306-08033 2678.000 m2 | 5.00000 13390.00| 6.00000 16068.00|
MILLING, ASPHALT, 25 mm | | |
0028 402-07434 1479.000 Mg | 143.10000 211644.90| 143.10000 211644.90|
HMA SURFACE, TYPE C | | |
0029 402-07439 1153.000 Mg | 97.10000 111956.30| 97.10000 111956.30|
HMA INTERMEDIATE, TYPE C | | |
0030 402-07442 3992.000 Mg | 84.00000 335328.00| 84.00000 335328.00|
HMA BASE, TYPE C | | |
0031 402-07452 987.000 Mg | 121.75000 120167.25| 121.75000 120167.25|
HMA WEDGE AND LEVEL, TYPE C | | |
0032 406-05520 2.400 Mg | 520.00000 1248.00| 520.00000 1248.00|
ASPHALT FOR TACK COAT | | |
0033 601-01522 12.000 EACH | 1825.00000 21900.00| 1825.00000 21900.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0034 601-94690 4.000 EACH | 4000.00000 16000.00| 4000.00000 16000.00|
GUARDRAIL END TREATMENT, MS | | |
0035 601-99105 215.000 m | 51.75000 11126.25| 51.75000 11126.25|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0036 601-99108 432.000 m | 76.30000 32961.60| 76.30000 32961.60|
GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | |
m SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -4
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( )
|GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 602-06729 204.000 EACH | 10.00000 2040.00| 10.00000 2040.00|
BARRIER DELINEATOR | | |
0038 606-07484 2083.000 m | 0.01000 20.83| 2.30000 4790.90|
MILLED HMA SHOULDER CORRUGATIONS | | |
0039 609-06263 343.000 m2 | 150.00000 51450.00| 170.00000 58310.00|
REINFORCED CONCRETE BRIDGE APPROACH, | | |
375 mm | | |
0040 610-06263 362.400 m2 | 150.00000 54360.00| 170.00000 61608.00|
REINFORCED CONCRETE BRIDGE APPROACH, | | |
375 mm | | |
0041 610-52817 2.000 EACH | 75000.00000 150000.00| 70000.00000 140000.00|
TEMPORARY CROSSOVER, B | | |
0042 616-02320 387.000 m2 | 6.00000 2322.00| 4.00000 1548.00|
GEOTEXTILES | | |
0043 616-06405 540.000 Mg | 40.00000 21600.00| 45.00000 24300.00|
RIPRAP, REVETMENT | | |
0044 616-06406 255.000 m2 | 40.00000 10200.00| 45.00000 11475.00|
RIPRAP, REVETMENT | | |
0045 616-06451 61.000 Mg | 45.00000 2745.00| 45.00000 2745.00|
RIPRAP, UNIFORM | | |
0046 616-51366 36.000 m2 | 225.00000 8100.00| 115.00000 4140.00|
SLOPEWALL, CONCRETE, 125 mm | | |
0047 621-01004 10.000 EACH | 1050.00000 10500.00| 977.00000 9770.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-06545 0.700 Mg | 1475.00000 1032.50| 1588.00000 1111.60|
FERTILIZER | | |
0049 621-06553 130.000 kg | 15.53000 2018.90| 7.90000 1027.00|
SEED MIXTURE, R | | |
0050 621-06565 3.100 Mg | 1125.00000 3487.50| 547.00000 1695.70|
MULCHING MATERIAL | | |
0051 701-03753 665.000 m | 225.00000 149625.00| 225.00000 149625.00|
PILE, CONCRETE, STEEL SHELL ENCASED, 5. | | |
31 mm, 356 mm | | |
0052 702-51005 527.000 m3 | 1700.00000 895900.00| 1250.00000 658750.00|
CONCRETE, A, SUBSTRUCTURE | | |
0053 702-51015 87.000 m3 | 1300.00000 113100.00| 1000.00000 87000.00|
CONCRETE, B, FOOTINGS | | |
0054 702-51110 6968.000 kg | 8.00000 55744.00| 8.00000 55744.00|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -5
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( )
|GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 702-51863 1456.000 EACH | 15.00000 21840.00| 15.00000 21840.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0056 703-06029 620094.000 kg | 2.50000 1550235.00| 2.80000 1736263.20|
REINFORCING BARS, EPOXY COATED | | |
0057 703-51032 161154.000 kg | 2.50000 402885.00| 2.80000 451231.20|
REINFORCING STEEL, EPOXY COATED | | |
0058 704-51002 3884.200 m3 | 850.00000 3301570.00| 800.00000 3107360.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0059 706-05734 16.000 EACH | 1200.00000 19200.00| 1500.00000 24000.00|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0060 706-51020 890.400 m3 | 425.00000 378420.00| 425.00000 378420.00|
CONCRETE, C, RAILING | | |
0061 709-51821 LUMP | 17400.00000 17400.00| 82890.00000 82890.00|
SURFACE SEAL , STR. NO. 1 | | |
0062 709-51821 LUMP | 69530.00000 69530.00| 20520.00000 20520.00|
SURFACE SEAL , STR. NO. 2 | | |
0063 710-09158 4.500 m2 | 2000.00000 9000.00| 1250.00000 5625.00|
PATCHING CONCRETE STRUCTURES | | |
0064 711-01786 170.000 EACH | 27.28000 4637.60| 30.00000 5100.00|
STRUCTURAL STEEL DRILLING, 25 mm DIA. | | |
HOLE | | |
0065 711-09138 1472.000 EACH | 32.65000 48060.80| 28.00000 41216.00|
STRUCTURAL STEEL DRILLING, 13 mm, DIA. | | |
HOLE | | |
0066 711-51038 LUMP | 494000.00000 494000.00| 75000.00000 75000.00|
STRUCTURAL STEEL , STR. NO. 1 | | |
0067 711-51038 LUMP | 245000.00000 245000.00| 400000.00000 400000.00|
STRUCTURAL STEEL , STR. NO. 2 | | |
0068 711-51867 1297000.000 mm2 | 0.05000 64850.00| 0.05000 64850.00|
STRUCTURAL STEEL CUTTING | | |
0069 711-95290 65.000 m | 165.00000 10725.00| 170.00000 11050.00|
FIELD WELDING | | |
0070 711-95291 LUMP | 75000.00000 75000.00| 75000.00000 75000.00|
SUPPORTING STEEL BEAMS , STR. NO. 2 | | |
0071 711-96479 1281.000 EACH | 18.75000 24018.75| 18.00000 23058.00|
BOLT, REMOVE | | |
0072 711-96800 40296.000 EACH | 2.37000 95501.52| 2.50000 100740.00|
STUD SHEAR CONNECTOR | | |
0073 715-26729 2.000 EACH | 5500.00000 11000.00| 5000.00000 10000.00|
GRATED BOX END SECTION, II, 6:1, 375 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -6
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( )
|GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 715-91361 152.400 m | 25.00000 3810.00| 150.00000 22860.00|
PIPE, PVC, 150 mm | | |
0075 724-51925 125.800 m | 500.00000 62900.00| 500.00000 62900.00|
STRUCTURAL EXPANSION JOINT, SS | | |
0076 724-51927 24.600 m | 3500.00000 86100.00| 3750.00000 92250.00|
EXPANSION JOINT, M | | |
0077 726-92406 96.000 EACH | 1200.00000 115200.00| 1500.00000 144000.00|
BEARING ASSEMBLY, ELASTOMERIC | | |
0078 801-03290 4.000 EACH | 495.00000 1980.00| 495.00000 1980.00|
CONSTRUCTION SIGN, C | | |
0079 801-06207 16567.000 m | 3.05000 50529.35| 3.05000 50529.35|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0080 801-06640 30.000 EACH | 495.00000 14850.00| 495.00000 14850.00|
CONSTRUCTION SIGN, A | | |
0081 801-06645 18.000 EACH | 125.00000 2250.00| 125.00000 2250.00|
CONSTRUCTION SIGN, B | | |
0082 801-06710 1400.000 DAY | 12.00000 16800.00| 12.00000 16800.00|
FLASHING ARROW SIGN | | |
0083 801-06775 LUMP | 370564.07000 370564.07| 85000.00000 85000.00|
MAINTAINING TRAFFIC | | |
0084 801-07118 22.000 m | 72.00000 1584.00| 72.00000 1584.00|
BARRICADE, III-A | | |
0085 801-07119 24.000 m | 90.00000 2160.00| 90.00000 2160.00|
BARRICADE, III-B | | |
0086 801-07606 303.000 m | 125.00000 37875.00| 125.00000 37875.00|
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0087 801-08400 1323.000 m | 75.00000 99225.00| 135.00000 178605.00|
TEMPORARY TRAFFIC BARRIER,, TYPE 1 | | |
0088 801-08507 813.000 m | 95.00000 77235.00| 145.00000 117885.00|
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0089 801-09133 2.000 EACH | 16500.00000 33000.00| 16500.00000 33000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0090 808-03631 1512.000 m | 1.57000 2373.84| 1.57000 2373.84|
LINE, EPOXY, SOLID, WHITE, 100 mm | | |
0091 808-03632 1512.000 m | 1.57000 2373.84| 1.57000 2373.84|
LINE, EPOXY, SOLID, YELLOW, 100 mm | | |
0092 808-06702 1149.000 m | 1.69000 1941.81| 1.69000 1941.81|
LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 155 -7
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 155 CONTRACT ID : R -28944-D COUNTIES : VIGO
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( )
|GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 808-06703 2357.000 m | 1.47000 3464.79| 1.47000 3464.79|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0094 808-06716 7351.000 m | 0.75000 5513.25| 0.75000 5513.25|
LINE, REMOVE | | |
0095 808-74811 378.000 m | 1.96000 740.88| 1.96000 740.88|
LINE, EPOXY, BROKEN, WHITE, 125 mm | | |
0096 808-75245 2641.000 m | 1.47000 3882.27| 1.47000 3882.27|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0097 808-75998 253.000 EACH | 28.00000 7084.00| 28.00000 7084.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 12,742,000.00| $ 12,966,309.72| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 12,742,000.00| $ 12,966,309.72| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -1
VENDOR RANKING
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710113
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1878024 RAGLE, INC. $ 2,059,538.32 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 2,180,085.23 105.8531%
3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,224,126.21 107.9915%
4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 2,288,311.98 111.1080%
5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 2,327,779.09 113.0243%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,338,627.28 113.5510%
7 61-1013120 T & C CONTRACTING, INC. $ 2,717,241.18 131.9345%
8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,873,000.00 139.4973%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -2
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1128289 |( 3 ) 35-1009310
|RAGLE, INC. |BEATY CONSTRUCTION INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 EROSION AND LANDSLIDE CONTROL
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 16000.00000 16000.00| 24000.00000 24000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 120.00000 240.00| 135.00000 270.00| 108.00000 216.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 120.00000 2880.00| 105.00000 2520.00| 108.00000 2592.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 12.000 MOS | 350.00000 4200.00| 475.00000 5700.00| 108.00000 1296.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09291 12.000 MOS | 75.00000 900.00| 70.00000 840.00| 108.00000 1296.00
MOBILE BROADBAND ACCESS | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 103000.00000 103000.00| 109004.26000 109004.26| 110000.00000 110000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-02240 1100.000 SYS | 9.50000 10450.00| 17.00000 18700.00| 14.50000 15950.00
PAVEMENT REMOVAL | | |
0014 202-02241 244.300 LFT | 4.00000 977.20| 12.00000 2931.60| 8.00000 1954.40
GUARDRAIL, REMOVE | | |
0015 202-02272 1200.000 LFT | 5.00000 6000.00| 6.75000 8100.00| 5.90000 7080.00
PAVED SIDE DITCH, REMOVE | | |
0016 203-02588 831.250 SYS | 170.00000 141312.50| 125.00000 103906.25| 189.00000 157106.25
LAGGING, PRECAST CONCRETE | | |
0017 203-02590 435.000 LFT | 400.00000 174000.00| 425.00000 184875.00| 292.00000 127020.00
PIER, DRILL IN BEDROCK SOCKET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -3
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1128289 |( 3 ) 35-1009310
|RAGLE, INC. |BEATY CONSTRUCTION INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02591 1113.000 LFT | 180.00000 200340.00| 170.00000 189210.00| 306.00000 340578.00
PIER, FORMED, DRILL ABOVE BEDROCK SOCKE | | |
0019 203-02592 1704.000 LFT | 230.00000 391920.00| 272.50000 464340.00| 257.00000 437928.00
PIER, NONFORMED, DRILL ABOVE BEDROCK | | |
SOCKET | | |
0020 203-02594 87.000 EACH | 3600.00000 313200.00| 3275.00000 284925.00| 3285.00000 285795.00
TIEBACK | | |
0021 204-02586 1.000 EACH | 700.00000 700.00| 1800.00000 1800.00| 570.00000 570.00
CREEP TEST | | |
0022 204-02587 1.000 EACH | 4100.00000 4100.00| 11500.00000 11500.00| 5675.00000 5675.00
FAILURE TEST | | |
0023 204-02589 1.000 EACH | 300.00000 300.00| 600.00000 600.00| 570.00000 570.00
PERFORMANCE TEST | | |
0024 204-02593 1.000 EACH | 200.00000 200.00| 500.00000 500.00| 285.00000 285.00
PROOF TEST | | |
0025 205-06937 700.000 LFT | 1.70000 1190.00| 1.85000 1295.00| 1.85000 1295.00
TEMPORARY SILT FENCE | | |
0026 207-08263 2430.000 SYS | 14.00000 34020.00| 18.00000 43740.00| 14.65000 35599.50
SUBGRADE TREATMENT, TYPE IA | | |
0027 301-07448 473.700 TON | 20.00000 9474.00| 25.00000 11842.50| 30.65000 14518.91
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 304-07490 91.700 TON | 75.00000 6877.50| 85.00000 7794.50| 85.00000 7794.50
HMA PATCHING, TYPE B | | |
0029 306-08042 2207.300 SYS | 2.75000 6070.08| 3.50000 7725.55| 2.25000 4966.43
MILLING, SCARIFICATION/PROFILE | | |
0030 401-07320 247.200 TON | 75.00000 18540.00| 82.50000 20394.00| 84.85000 20974.92
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0031 401-07322 90.800 TON | 99.00000 8989.20| 105.00000 9534.00| 112.00000 10169.60
QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |
0032 401-07398 151.300 TON | 77.00000 11650.10| 85.00000 12860.50| 87.00000 13163.10
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07406 195.200 TON | 55.00000 10736.00| 60.50000 11809.60| 62.25000 12151.20
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0034 401-07424 423.500 TON | 71.00000 30068.50| 78.50000 33244.75| 80.30000 34007.05
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0035 401-07429 165.000 TON | 71.00000 11715.00| 78.50000 12952.50| 80.30000 13249.50
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0036 402-07441 684.100 TON | 49.00000 33520.90| 54.25000 37112.43| 55.50000 37967.55
HMA BASE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -4
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1128289 |( 3 ) 35-1009310
|RAGLE, INC. |BEATY CONSTRUCTION INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 406-05521 8478.000 SYS | 1.00000 8478.00| 1.10000 9325.80| 1.15000 9749.70
ASPHALT FOR TACK COAT | | |
0038 601-94689 1.000 EACH | 2395.00000 2395.00| 2500.00000 2500.00| 2575.00000 2575.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99106 675.000 LFT | 31.40000 21195.00| 27.50000 18562.50| 33.75000 22781.25
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0040 601-99132 1.000 EACH | 95.00000 95.00| 100.00000 100.00| 102.00000 102.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0041 605-06120 2083.000 LFT | 11.20000 23329.60| 15.25000 31765.75| 11.85000 24683.55
CURB, CONCRETE | | |
0042 615-06515 9.000 EACH | 115.00000 1035.00| 125.00000 1125.00| 124.00000 1116.00
MONUMENT, D | | |
0043 616-02320 2639.000 SYS | 2.00000 5278.00| 1.75000 4618.25| 2.30000 6069.70
GEOTEXTILES | | |
0044 616-06405 28.800 TON | 30.00000 864.00| 90.00000 2592.00| 62.00000 1785.60
RIPRAP, REVETMENT | | |
0045 616-06451 194.600 TON | 30.00000 5838.00| 35.00000 6811.00| 36.50000 7102.90
RIPRAP, UNIFORM | | |
0046 621-06560 3041.000 SYS | 0.72000 2189.52| 0.80000 2432.80| 0.75000 2280.75
MULCHED SEEDING, U | | |
0047 715-05048 1510.000 LFT | 5.00000 7550.00| 3.75000 5662.50| 4.00000 6040.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0048 715-05151 36.000 LFT | 35.00000 1260.00| 35.00000 1260.00| 128.00000 4608.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0049 718-52610 91.100 CYS | 45.00000 4099.50| 45.00000 4099.50| 47.50000 4327.25
AGGREGATE FOR UNDERDRAINS | | |
0050 718-99153 593.000 SYS | 1.00000 593.00| 1.75000 1037.75| 3.75000 2223.75
GEOTEXTILES FOR UNDERDRAIN | | |
0051 720-45080 2.000 EACH | 2750.00000 5500.00| 2450.00000 4900.00| 2605.00000 5210.00
INLET, S14 | | |
0052 720-45085 2.000 EACH | 2750.00000 5500.00| 2450.00000 4900.00| 2695.00000 5390.00
INLET, T14 | | |
0053 801-01851 LUMP | 56500.00000 56500.00| 40000.00000 40000.00| 32255.00000 32255.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 4.000 EACH | 495.00000 1980.00| 270.00000 1080.00| 535.00000 2140.00
CONSTRUCTION SIGN, C | | |
0055 801-06207 6880.000 LFT | 1.00000 6880.00| 1.05000 7224.00| 1.10000 7568.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -5
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1128289 |( 3 ) 35-1009310
|RAGLE, INC. |BEATY CONSTRUCTION INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06577 24.000 LFT | 6.00000 144.00| 6.75000 162.00| 6.50000 156.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0057 801-06640 26.000 EACH | 115.00000 2990.00| 165.00000 4290.00| 125.00000 3250.00
CONSTRUCTION SIGN, A | | |
0058 801-06645 8.000 EACH | 50.00000 400.00| 135.00000 1080.00| 53.75000 430.00
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 6000.00000 6000.00| 118038.71000 118038.71| 26000.00000 26000.00
MAINTAINING TRAFFIC | | |
0060 801-07023 2.000 EACH | 3200.00000 6400.00| 8500.00000 17000.00| 3440.00000 6880.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0061 801-08508 1220.000 LFT | 35.00000 42700.00| 34.25000 41785.00| 34.00000 41480.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0062 808-06712 317.000 LFT | 1.00000 317.00| 0.28000 88.76| 1.10000 348.70
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0063 808-06713 2630.000 LFT | 0.28000 736.40| 0.28000 736.40| 0.30000 789.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0064 808-06714 2094.000 LFT | 0.28000 586.32| 0.28000 586.32| 0.30000 628.20
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0065 808-06716 1080.000 LFT | 1.00000 1080.00| 0.80000 864.00| 1.10000 1188.00
LINE, REMOVE | | |
0066 201-52370 LUMP | 41000.00000 41000.00| 43600.00000 43600.00| 18970.00000 18970.00
CLEARING RIGHT OF WAY | | |
0067 203-02000 9557.000 CYS | 13.50000 129019.50| 12.75000 121851.75| 14.35000 137142.95
EXCAVATION, COMMON | | |
0068 211-09264 2.000 CYS | 43.50000 87.00| 50.00000 100.00| 94.50000 189.00
STRUCTURE BACKFILL, TYPE 1 | | |
0069 211-09266 2675.000 CYS | 43.50000 116362.50| 18.00000 48150.00| 38.00000 101650.00
STRUCTURE BACKFILL, TYPE 3 | | |
0070 303-02051 66.000 TON | 30.00000 1980.00| 30.00000 1980.00| 23.50000 1551.00
STONE, NO 2 | | |
0071 621-01004 1.000 EACH | 615.00000 615.00| 650.00000 650.00| 661.00000 661.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0072 701-09397 1.000 EACH | 3000.00000 3000.00| 11000.00000 11000.00| 5400.00000 5400.00
TECHNIQUE SHAFT | | |
0073 715-05053 44.000 LFT | 11.00000 484.00| 18.00000 792.00| 44.75000 1969.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -6
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1128289 |( 3 ) 35-1009310
|RAGLE, INC. |BEATY CONSTRUCTION INC |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 715-46005 2.000 EACH | 250.00000 500.00| 650.00000 1300.00| 830.00000 1660.00
PIPE END SECTION, 15 IN. | | |
SECTION TOTALS | $ 2,059,538.32| $ 2,180,085.23| $ 2,224,126.21
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,059,538.32| $ 2,180,085.23| $ 2,224,126.21
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -7
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 05-0558668 |( 6 ) 35-1618530
|MAC CONSTRUCTION & EXCAVATIN |WEDDLE BROTHERS HIGHWAY GROU |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 EROSION AND LANDSLIDE CONTROL
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| 22365.55000 22365.55| 18000.00000 18000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 138.00000 276.00| 450.00000 900.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 206.00000 4944.00| 130.00000 3120.00| 75.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 12.000 MOS | 150.00000 1800.00| 145.83000 1749.96| 350.00000 4200.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09291 12.000 MOS | 150.00000 1800.00| 80.00000 960.00| 70.00000 840.00
MOBILE BROADBAND ACCESS | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 115000.00000 115000.00| 116350.00000 116350.00| 116931.35000 116931.35
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-02240 1100.000 SYS | 9.20000 10120.00| 11.19000 12309.00| 13.50000 14850.00
PAVEMENT REMOVAL | | |
0014 202-02241 244.300 LFT | 7.50000 1832.25| 8.66000 2115.64| 7.50000 1832.25
GUARDRAIL, REMOVE | | |
0015 202-02272 1200.000 LFT | 4.65000 5580.00| 4.11000 4932.00| 4.50000 5400.00
PAVED SIDE DITCH, REMOVE | | |
0016 203-02588 831.250 SYS | 235.00000 195343.75| 337.00000 280131.25| 310.00000 257687.50
LAGGING, PRECAST CONCRETE | | |
0017 203-02590 435.000 LFT | 393.00000 170955.00| 262.11000 114017.85| 310.00000 134850.00
PIER, DRILL IN BEDROCK SOCKET | | |
0018 203-02591 1113.000 LFT | 242.00000 269346.00| 196.64000 218860.32| 360.00000 400680.00
PIER, FORMED, DRILL ABOVE BEDROCK SOCKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -8
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 05-0558668 |( 6 ) 35-1618530
|MAC CONSTRUCTION & EXCAVATIN |WEDDLE BROTHERS HIGHWAY GROU |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02592 1704.000 LFT | 212.00000 361248.00| 238.89000 407068.56| 250.00000 426000.00
PIER, NONFORMED, DRILL ABOVE BEDROCK | | |
SOCKET | | |
0020 203-02594 87.000 EACH | 4331.00000 376797.00| 4493.14000 390903.18| 3100.00000 269700.00
TIEBACK | | |
0021 204-02586 1.000 EACH | 2530.00000 2530.00| 734.30000 734.30| 700.00000 700.00
CREEP TEST | | |
0022 204-02587 1.000 EACH | 5050.00000 5050.00| 4300.90000 4300.90| 4100.00000 4100.00
FAILURE TEST | | |
0023 204-02589 1.000 EACH | 500.00000 500.00| 314.70000 314.70| 300.00000 300.00
PERFORMANCE TEST | | |
0024 204-02593 1.000 EACH | 250.00000 250.00| 209.80000 209.80| 200.00000 200.00
PROOF TEST | | |
0025 205-06937 700.000 LFT | 1.70000 1190.00| 6.17000 4319.00| 1.70000 1190.00
TEMPORARY SILT FENCE | | |
0026 207-08263 2430.000 SYS | 22.60000 54918.00| 22.23000 54018.90| 15.15000 36814.50
SUBGRADE TREATMENT, TYPE IA | | |
0027 301-07448 473.700 TON | 24.30000 11510.91| 24.28000 11501.44| 35.00000 16579.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 304-07490 91.700 TON | 75.00000 6877.50| 132.98000 12194.27| 75.00000 6877.50
HMA PATCHING, TYPE B | | |
0029 306-08042 2207.300 SYS | 1.60000 3531.68| 3.29000 7262.02| 3.00000 6621.90
MILLING, SCARIFICATION/PROFILE | | |
0030 401-07320 247.200 TON | 75.00000 18540.00| 78.68000 19449.70| 75.00000 18540.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0031 401-07322 90.800 TON | 99.00000 8989.20| 103.85000 9429.58| 99.00000 8989.20
QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |
0032 401-07398 151.300 TON | 77.00000 11650.10| 80.77000 12220.50| 77.00000 11650.10
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07406 195.200 TON | 55.00000 10736.00| 57.70000 11263.04| 55.00000 10736.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0034 401-07424 423.500 TON | 71.00000 30068.50| 74.48000 31542.28| 71.00000 30068.50
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0035 401-07429 165.000 TON | 71.00000 11715.00| 74.48000 12289.20| 71.00000 11715.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0036 402-07441 684.100 TON | 49.00000 33520.90| 51.40000 35162.74| 49.00000 33520.90
HMA BASE, TYPE B | | |
0037 406-05521 8478.000 SYS | 1.00000 8478.00| 1.05000 8901.90| 1.00000 8478.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -9
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 05-0558668 |( 6 ) 35-1618530
|MAC CONSTRUCTION & EXCAVATIN |WEDDLE BROTHERS HIGHWAY GROU |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-94689 1.000 EACH | 2395.00000 2395.00| 2512.36000 2512.36| 2395.00000 2395.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99106 675.000 LFT | 31.40000 21195.00| 32.94000 22234.50| 31.40000 21195.00
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0040 601-99132 1.000 EACH | 95.00000 95.00| 99.66000 99.66| 95.00000 95.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0041 605-06120 2083.000 LFT | 11.00000 22913.00| 11.54000 24037.82| 12.00000 24996.00
CURB, CONCRETE | | |
0042 615-06515 9.000 EACH | 115.00000 1035.00| 120.64000 1085.76| 115.00000 1035.00
MONUMENT, D | | |
0043 616-02320 2639.000 SYS | 2.50000 6597.50| 1.84000 4855.76| 1.65000 4354.35
GEOTEXTILES | | |
0044 616-06405 28.800 TON | 68.00000 1958.40| 40.46000 1165.25| 68.00000 1958.40
RIPRAP, REVETMENT | | |
0045 616-06451 194.600 TON | 49.50000 9632.70| 36.74000 7149.60| 37.00000 7200.20
RIPRAP, UNIFORM | | |
0046 621-06560 3041.000 SYS | 0.72000 2189.52| 0.76000 2311.16| 0.72000 2189.52
MULCHED SEEDING, U | | |
0047 715-05048 1510.000 LFT | 5.20000 7852.00| 6.58000 9935.80| 4.00000 6040.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0048 715-05151 36.000 LFT | 51.50000 1854.00| 54.33000 1955.88| 40.00000 1440.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0049 718-52610 91.100 CYS | 35.50000 3234.05| 38.45000 3502.80| 42.00000 3826.20
AGGREGATE FOR UNDERDRAINS | | |
0050 718-99153 593.000 SYS | 3.50000 2075.50| 2.03000 1203.79| 1.25000 741.25
GEOTEXTILES FOR UNDERDRAIN | | |
0051 720-45080 2.000 EACH | 3500.00000 7000.00| 1676.54000 3353.08| 3200.00000 6400.00
INLET, S14 | | |
0052 720-45085 2.000 EACH | 3300.00000 6600.00| 1700.56000 3401.12| 3200.00000 6400.00
INLET, T14 | | |
0053 801-01851 LUMP | 30000.00000 30000.00| 31470.00000 31470.00| 38500.00000 38500.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 4.000 EACH | 495.00000 1980.00| 519.26000 2077.04| 495.00000 1980.00
CONSTRUCTION SIGN, C | | |
0055 801-06207 6880.000 LFT | 1.00000 6880.00| 1.05000 7224.00| 1.00000 6880.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0056 801-06577 24.000 LFT | 6.00000 144.00| 6.29000 150.96| 6.00000 144.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -10
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 05-0558668 |( 6 ) 35-1618530
|MAC CONSTRUCTION & EXCAVATIN |WEDDLE BROTHERS HIGHWAY GROU |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06640 26.000 EACH | 115.00000 2990.00| 120.64000 3136.64| 115.00000 2990.00
CONSTRUCTION SIGN, A | | |
0058 801-06645 8.000 EACH | 50.00000 400.00| 52.45000 419.60| 50.00000 400.00
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 58000.00000 58000.00| 11195.86000 11195.86| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0060 801-07023 2.000 EACH | 3200.00000 6400.00| 3356.80000 6713.60| 3200.00000 6400.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0061 801-08508 1220.000 LFT | 35.20000 42944.00| 32.58000 39747.60| 37.00000 45140.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0062 808-06712 317.000 LFT | 1.00000 317.00| 1.05000 332.85| 1.00000 317.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0063 808-06713 2630.000 LFT | 0.28000 736.40| 0.29000 762.70| 0.28000 736.40
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0064 808-06714 2094.000 LFT | 0.28000 586.32| 0.29000 607.26| 0.28000 586.32
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0065 808-06716 1080.000 LFT | 1.00000 1080.00| 1.05000 1134.00| 1.00000 1080.00
LINE, REMOVE | | |
0066 201-52370 LUMP | 30000.00000 30000.00| 46540.00000 46540.00| 46772.54000 46772.54
CLEARING RIGHT OF WAY | | |
0067 203-02000 9557.000 CYS | 12.40000 118506.80| 14.05000 134275.85| 13.20000 126152.40
EXCAVATION, COMMON | | |
0068 211-09264 2.000 CYS | 411.00000 822.00| 111.68000 223.36| 30.00000 60.00
STRUCTURE BACKFILL, TYPE 1 | | |
0069 211-09266 2675.000 CYS | 44.00000 117700.00| 45.88000 122729.00| 36.50000 97637.50
STRUCTURE BACKFILL, TYPE 3 | | |
0070 303-02051 66.000 TON | 37.00000 2442.00| 77.46000 5112.36| 21.00000 1386.00
STONE, NO 2 | | |
0071 621-01004 1.000 EACH | 615.00000 615.00| 645.14000 645.14| 615.00000 615.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0072 701-09397 1.000 EACH | 2000.00000 2000.00| 11657.57000 11657.57| 3000.00000 3000.00
TECHNIQUE SHAFT | | |
0073 715-05053 44.000 LFT | 19.50000 858.00| 24.57000 1081.08| 16.50000 726.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0074 715-46005 2.000 EACH | 590.00000 1180.00| 417.35000 834.70| 650.00000 1300.00
PIPE END SECTION, 15 IN. | | |
SECTION TOTALS | $ 2,288,311.98| $ 2,327,779.09| $ 2,338,627.28
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,288,311.98| $ 2,327,779.09| $ 2,338,627.28
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -11
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1013120 |( 8 ) 35-2040801 |( )
|T & C CONTRACTING, INC. |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 EROSION AND LANDSLIDE CONTROL
| | |
0001 105-06845 LUMP | 13362.71000 13362.71| 25368.51000 25368.51|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 531.58000 1063.16| 300.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 122.26000 2934.24| 70.00000 1680.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 12.000 MOS | 281.74000 3380.88| 400.00000 4800.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09291 12.000 MOS | 106.32000 1275.84| 110.00000 1320.00|
MOBILE BROADBAND ACCESS | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 60595.92000 60595.92| 143000.00000 143000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-02240 1100.000 SYS | 5.93000 6523.00| 20.00000 22000.00|
PAVEMENT REMOVAL | | |
0014 202-02241 244.300 LFT | 7.73000 1888.44| 7.50000 1832.25|
GUARDRAIL, REMOVE | | |
0015 202-02272 1200.000 LFT | 2.51000 3012.00| 6.00000 7200.00|
PAVED SIDE DITCH, REMOVE | | |
0016 203-02588 831.250 SYS | 319.66000 265717.38| 320.00000 266000.00|
LAGGING, PRECAST CONCRETE | | |
0017 203-02590 435.000 LFT | 450.90000 196141.50| 445.00000 193575.00|
PIER, DRILL IN BEDROCK SOCKET | | |
0018 203-02591 1113.000 LFT | 764.52000 850910.76| 335.00000 372855.00|
PIER, FORMED, DRILL ABOVE BEDROCK SOCKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -12
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1013120 |( 8 ) 35-2040801 |( )
|T & C CONTRACTING, INC. |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02592 1704.000 LFT | 223.33000 380554.32| 400.00000 681600.00|
PIER, NONFORMED, DRILL ABOVE BEDROCK | | |
SOCKET | | |
0020 203-02594 87.000 EACH | 3247.40000 282523.80| 5208.00000 453096.00|
TIEBACK | | |
0021 204-02586 1.000 EACH | 721.00000 721.00| 1000.00000 1000.00|
CREEP TEST | | |
0022 204-02587 1.000 EACH | 4223.00000 4223.00| 3500.00000 3500.00|
FAILURE TEST | | |
0023 204-02589 1.000 EACH | 309.00000 309.00| 500.00000 500.00|
PERFORMANCE TEST | | |
0024 204-02593 1.000 EACH | 206.00000 206.00| 300.00000 300.00|
PROOF TEST | | |
0025 205-06937 700.000 LFT | 2.52000 1764.00| 1.70000 1190.00|
TEMPORARY SILT FENCE | | |
0026 207-08263 2430.000 SYS | 14.20000 34506.00| 15.00000 36450.00|
SUBGRADE TREATMENT, TYPE IA | | |
0027 301-07448 473.700 TON | 22.59000 10700.88| 20.00000 9474.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 304-07490 91.700 TON | 77.25000 7083.83| 150.00000 13755.00|
HMA PATCHING, TYPE B | | |
0029 306-08042 2207.300 SYS | 1.62000 3575.83| 4.00000 8829.20|
MILLING, SCARIFICATION/PROFILE | | |
0030 401-07320 247.200 TON | 77.25000 19096.20| 89.00000 22000.80|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0031 401-07322 90.800 TON | 101.97000 9258.88| 100.00000 9080.00|
QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |
0032 401-07398 151.300 TON | 79.31000 11999.60| 84.00000 12709.20|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07406 195.200 TON | 56.65000 11058.08| 81.00000 15811.20|
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0034 401-07424 423.500 TON | 73.13000 30970.56| 80.00000 33880.00|
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0035 401-07429 165.000 TON | 73.13000 12066.45| 79.00000 13035.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0036 402-07441 684.100 TON | 50.47000 34526.53| 77.00000 52675.70|
HMA BASE, TYPE B | | |
0037 406-05521 8478.000 SYS | 1.03000 8732.34| 0.10000 847.80|
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -13
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1013120 |( 8 ) 35-2040801 |( )
|T & C CONTRACTING, INC. |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-94689 1.000 EACH | 2466.85000 2466.85| 2395.00000 2395.00|
GUARDRAIL END TREATMENT, OS | | |
0039 601-99106 675.000 LFT | 32.34000 21829.50| 31.40000 21195.00|
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0040 601-99132 1.000 EACH | 97.85000 97.85| 95.00000 95.00|
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0041 605-06120 2083.000 LFT | 13.68000 28495.44| 11.00000 22913.00|
CURB, CONCRETE | | |
0042 615-06515 9.000 EACH | 118.45000 1066.05| 115.00000 1035.00|
MONUMENT, D | | |
0043 616-02320 2639.000 SYS | 2.03000 5357.17| 2.50000 6597.50|
GEOTEXTILES | | |
0044 616-06405 28.800 TON | 48.53000 1397.66| 35.00000 1008.00|
RIPRAP, REVETMENT | | |
0045 616-06451 194.600 TON | 31.95000 6217.47| 36.00000 7005.60|
RIPRAP, UNIFORM | | |
0046 621-06560 3041.000 SYS | 0.93000 2828.13| 0.72000 2189.52|
MULCHED SEEDING, U | | |
0047 715-05048 1510.000 LFT | 4.16000 6281.60| 3.00000 4530.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0048 715-05151 36.000 LFT | 39.63000 1426.68| 40.00000 1440.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0049 718-52610 91.100 CYS | 39.02000 3554.72| 40.00000 3644.00|
AGGREGATE FOR UNDERDRAINS | | |
0050 718-99153 593.000 SYS | 2.25000 1334.25| 2.00000 1186.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0051 720-45080 2.000 EACH | 2742.48000 5484.96| 3000.00000 6000.00|
INLET, S14 | | |
0052 720-45085 2.000 EACH | 2742.48000 5484.96| 3000.00000 6000.00|
INLET, T14 | | |
0053 801-01851 LUMP | 30900.00000 30900.00| 30000.00000 30000.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 4.000 EACH | 509.85000 2039.40| 495.00000 1980.00|
CONSTRUCTION SIGN, C | | |
0055 801-06207 6880.000 LFT | 1.03000 7086.40| 1.15000 7912.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0056 801-06577 24.000 LFT | 6.18000 148.32| 10.00000 240.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -14
TABULATION OF BIDS
ROUTE : SR 66
CALL ORDER : 161 CONTRACT ID : R -30410-A COUNTIES : PERRY
LETTING DATE : 04/23/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-1013120 |( 8 ) 35-2040801 |( )
|T & C CONTRACTING, INC. |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06640 26.000 EACH | 118.45000 3079.70| 115.00000 2990.00|
CONSTRUCTION SIGN, A | | |
0058 801-06645 8.000 EACH | 51.50000 412.00| 50.00000 400.00|
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 12510.41000 12510.41| 20000.00000 20000.00|
MAINTAINING TRAFFIC | | |
0060 801-07023 2.000 EACH | 4319.82000 8639.64| 3200.00000 6400.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0061 801-08508 1220.000 LFT | 33.68000 41089.60| 28.00000 34160.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0062 808-06712 317.000 LFT | 1.03000 326.51| 1.00000 317.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0063 808-06713 2630.000 LFT | 0.29000 762.70| 0.28000 736.40|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0064 808-06714 2094.000 LFT | 0.29000 607.26| 0.28000 586.32|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0065 808-06716 1080.000 LFT | 1.03000 1112.40| 1.00000 1080.00|
LINE, REMOVE | | |
0066 201-52370 LUMP | 6148.68000 6148.68| 55000.00000 55000.00|
CLEARING RIGHT OF WAY | | |
0067 203-02000 9557.000 CYS | 14.43000 137907.51| 11.00000 105127.00|
EXCAVATION, COMMON | | |
0068 211-09264 2.000 CYS | 50.29000 100.58| 35.00000 70.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0069 211-09266 2675.000 CYS | 28.64000 76612.00| 36.00000 96300.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0070 303-02051 66.000 TON | 17.73000 1170.18| 42.00000 2772.00|
STONE, NO 2 | | |
0071 621-01004 1.000 EACH | 515.00000 515.00| 615.00000 615.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0072 701-09397 1.000 EACH | 20369.07000 20369.07| 7500.00000 7500.00|
TECHNIQUE SHAFT | | |
0073 715-05053 44.000 LFT | 22.10000 972.40| 15.00000 660.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0074 715-46005 2.000 EACH | 360.00000 720.00| 475.00000 950.00|
PIPE END SECTION, 15 IN. | | |
SECTION TOTALS | $ 2,717,241.18| $ 2,873,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,717,241.18| $ 2,873,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -1
VENDOR RANKING
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/29/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5615003
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1128289 BEATY CONSTRUCTION INC $ 2,547,993.39 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 2,787,201.70 109.3881%
3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 2,914,396.29 114.3801%
4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 2,917,307.55 114.4943%
5 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,120,876.83 122.4837%
6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,124,469.05 122.6247%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,155,635.05 123.8479%
8 61-1023045 FAULKNER CONSTRUCTION, LLC $ 3,227,000.00 126.6487%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -2
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|BEATY CONSTRUCTION INC |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SLIDE CORRECTION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 18000.00000 18000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 1650.00000 23100.00| 1600.00000 22400.00| 1500.00000 21000.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 135.00000 270.00| 325.00000 650.00| 130.00000 260.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 14.000 MOS | 275.00000 3850.00| 95.00000 1330.00| 130.00000 1820.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 28.000 MOS | 325.00000 9100.00| 180.00000 5040.00| 150.00000 4200.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09291 28.000 MOS | 70.00000 1960.00| 160.00000 4480.00| 1.00000 28.00
MOBILE BROADBAND ACCESS | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 127399.67000 127399.67| 140000.00000 140000.00| 145000.00000 145000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 50959.87000 50959.87| 41000.00000 41000.00| 20000.00000 20000.00
CLEARING RIGHT OF WAY | | |
0014 202-02240 387.000 SYS | 22.00000 8514.00| 10.20000 3947.40| 12.00000 4644.00
PAVEMENT REMOVAL | | |
0015 203-02000 1005.000 CYS | 12.00000 12060.00| 9.90000 9949.50| 6.50000 6532.50
EXCAVATION, COMMON | | |
0016 203-02020 960.000 CYS | 25.00000 24000.00| 12.20000 11712.00| 10.00000 9600.00
EXCAVATION, UNCLASSIFIED | | |
0017 203-02040 635.000 CYS | 8.00000 5080.00| 15.50000 9842.50| 15.00000 9525.00
EXCAVATION, Y | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -3
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|BEATY CONSTRUCTION INC |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02070 6760.000 CYS | 12.00000 81120.00| 9.70000 65572.00| 23.00000 155480.00
BORROW | | |
0019 203-02590 1326.000 LFT | 425.00000 563550.00| 495.00000 656370.00| 466.00000 617916.00
PIER, DRILL IN BEDROCK SOCKET | | |
0020 203-02591 234.000 LFT | 300.00000 70200.00| 350.00000 81900.00| 328.00000 76752.00
PIER, FORMED, DRILL ABOVE BEDROCK | | |
SOCKET , 4 FT. DIA. | | |
0021 203-02592 1847.000 LFT | 300.00000 554100.00| 340.00000 627980.00| 312.00000 576264.00
PIER, NONFORMED, DRILL ABOVE BEDROCK | | |
SOCKET , 4 FT. DIA. | | |
0022 203-02594 12.000 EACH | 3800.00000 45600.00| 320.00000 3840.00| 5700.00000 68400.00
TIEBACK , 150 K CAPACITY | | |
0023 203-02594 71.000 EACH | 4725.00000 335475.00| 6800.00000 482800.00| 6260.00000 444460.00
TIEBACK , 300 K CAPACITY | | |
0024 203-02594 2.000 EACH | 1675.00000 3350.00| 3200.00000 6400.00| 2900.00000 5800.00
TIEBACK , PERFORMANCE AND CREEP TEST | | |
0025 204-02587 1.000 EACH | 12000.00000 12000.00| 5300.00000 5300.00| 4900.00000 4900.00
FAILURE TEST , TIEBACK | | |
0026 204-02593 81.000 EACH | 200.00000 16200.00| 275.00000 22275.00| 250.00000 20250.00
PROOF TEST , TIEBACK | | |
0027 205-06931 9.000 TON | 50.00000 450.00| 43.00000 387.00| 75.00000 675.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06937 1543.000 LFT | 1.50000 2314.50| 1.40000 2160.20| 1.20000 1851.60
TEMPORARY SILT FENCE | | |
0029 207-08263 3066.000 SYS | 9.00000 27594.00| 8.00000 24528.00| 20.50000 62853.00
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08266 154.000 SYS | 12.00000 1848.00| 10.00000 1540.00| 17.00000 2618.00
SUBGRADE TREATMENT, TYPE III | | |
0031 210-09364 2.000 EACH | 2000.00000 4000.00| 2700.00000 5400.00| 4000.00000 8000.00
ABANDONED HOLES | | |
0032 211-02050 1247.000 CYS | 18.00000 22446.00| 25.00000 31175.00| 28.00000 34916.00
B BORROW | | |
0033 301-07448 359.000 TON | 22.00000 7898.00| 16.00000 5744.00| 23.00000 8257.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0034 303-01180 304.000 TON | 22.00000 6688.00| 17.00000 5168.00| 24.00000 7296.00
COMPACTED AGGREGATE, NO. 53 | | |
0035 306-08034 280.000 SYS | 8.50000 2380.00| 7.40000 2072.00| 6.00000 1680.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0036 306-08043 278.000 SYS | 8.00000 2224.00| 8.00000 2224.00| 6.00000 1668.00
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -4
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|BEATY CONSTRUCTION INC |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 402-07432 323.000 TON | 78.00000 25194.00| 81.00000 26163.00| 71.00000 22933.00
HMA SURFACE, TYPE A | | |
0038 402-07435 263.000 TON | 68.00000 17884.00| 80.00000 21040.00| 64.00000 16832.00
HMA INTERMEDIATE, TYPE A | | |
0039 402-07440 774.000 TON | 68.00000 52632.00| 71.00000 54954.00| 63.00000 48762.00
HMA BASE, TYPE A | | |
0040 406-05520 1.040 TON | 350.00000 364.00| 300.00000 312.00| 350.00000 364.00
ASPHALT FOR TACK COAT | | |
0041 601-01700 2.000 EACH | 1910.00000 3820.00| 2100.00000 4200.00| 1910.00000 3820.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0042 601-99105 656.250 LFT | 16.10000 10565.63| 17.00000 11156.25| 16.10000 10565.63
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 607-06335 874.000 LFT | 25.00000 21850.00| 19.30000 16868.20| 26.50000 23161.00
PAVED SIDE DITCH, A | | |
0044 610-07487 43.000 TON | 110.00000 4730.00| 125.00000 5375.00| 110.00000 4730.00
HMA FOR APPROACHES, TYPE B | | |
0045 611-06497 1.000 EACH | 285.00000 285.00| 300.00000 300.00| 285.00000 285.00
MAILBOX ASSEMBLY, SINGLE | | |
0046 615-06490 9.000 EACH | 115.00000 1035.00| 125.00000 1125.00| 115.00000 1035.00
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 670.00000 1340.00| 700.00000 1400.00| 670.00000 1340.00
MONUMENT, B | | |
0048 616-02320 1363.000 SYS | 2.00000 2726.00| 2.50000 3407.50| 2.50000 3407.50
GEOTEXTILES | | |
0049 616-06405 1476.000 TON | 22.00000 32472.00| 19.00000 28044.00| 31.60000 46641.60
RIPRAP, REVETMENT | | |
0050 621-01004 1.000 EACH | 675.00000 675.00| 700.00000 700.00| 675.00000 675.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06545 0.250 TON | 980.00000 245.00| 1000.00000 250.00| 980.00000 245.00
FERTILIZER | | |
0052 621-06553 108.000 LBS | 6.75000 729.00| 7.00000 756.00| 6.75000 729.00
SEED MIXTURE, R | | |
0053 621-06565 1.300 TON | 675.00000 877.50| 700.00000 910.00| 675.00000 877.50
MULCHING MATERIAL | | |
0054 621-06574 2210.000 SYS | 4.00000 8840.00| 2.90000 6409.00| 2.75000 6077.50
SODDING | | |
0055 702-52376 353.000 CYS | 375.00000 132375.00| 245.00000 86485.00| 400.00000 141200.00
CONCRETE, C, STRUCTURES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -5
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|BEATY CONSTRUCTION INC |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 703-51030 42061.000 LBS | 1.20000 50473.20| 1.05000 44164.05| 1.20000 50473.20
REINFORCING STEEL | | |
0057 715-05048 544.000 LFT | 2.25000 1224.00| 10.80000 5875.20| 8.70000 4732.80
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0058 715-05052 600.000 LFT | 75.00000 45000.00| 60.00000 36000.00| 82.50000 49500.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0059 715-05053 380.000 LFT | 12.00000 4560.00| 11.00000 4180.00| 12.70000 4826.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0060 715-05118 87.000 LFT | 65.00000 5655.00| 64.00000 5568.00| 74.00000 6438.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0061 718-52610 665.000 CYS | 45.00000 29925.00| 40.00000 26600.00| 35.00000 23275.00
AGGREGATE FOR UNDERDRAINS | | |
0062 718-99153 667.000 SYS | 1.65000 1100.55| 1.70000 1133.90| 4.10000 2734.70
GEOTEXTILES FOR UNDERDRAIN | | |
0063 801-03290 2.000 EACH | 375.00000 750.00| 375.00000 750.00| 350.00000 700.00
CONSTRUCTION SIGN, C | | |
0064 801-04308 4.000 EACH | 425.00000 1700.00| 420.00000 1680.00| 395.00000 1580.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06625 17.000 EACH | 135.00000 2295.00| 180.00000 3060.00| 120.00000 2040.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0066 801-06640 5.000 EACH | 270.00000 1350.00| 260.00000 1300.00| 245.00000 1225.00
CONSTRUCTION SIGN, A | | |
0067 801-06775 LUMP | 7756.07000 7756.07| 25000.00000 25000.00| 53400.00000 53400.00
MAINTAINING TRAFFIC | | |
0068 801-07118 48.000 LFT | 19.00000 912.00| 19.00000 912.00| 18.00000 864.00
BARRICADE, III-A | | |
0069 801-07119 48.000 LFT | 22.50000 1080.00| 22.00000 1056.00| 21.00000 1008.00
BARRICADE, III-B | | |
0070 802-05702 28.000 LFT | 7.50000 210.00| 8.00000 224.00| 7.50000 210.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76025 4.000 SFT | 26.75000 107.00| 28.00000 112.00| 26.75000 107.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0072 802-76035 16.000 SFT | 15.90000 254.40| 17.00000 272.00| 15.90000 254.40
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0073 804-06770 1.000 EACH | 25.00000 25.00| 27.00000 27.00| 25.00000 25.00
DELINEATOR POST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -6
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|BEATY CONSTRUCTION INC |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-06703 1732.000 LFT | 0.50000 866.00| 0.50000 866.00| 0.48000 831.36
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0075 808-75245 1750.000 LFT | 0.50000 875.00| 0.50000 875.00| 0.48000 840.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0076 402-07450 500.000 TON | 75.00000 37500.00| 125.00000 62500.00| 70.00000 35000.00
HMA WEDGE AND LEVEL, TYPE A | | |
SECTION TOTALS | $ 2,547,993.39| $ 2,787,201.70| $ 2,914,396.29
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,547,993.39| $ 2,787,201.70| $ 2,914,396.29
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -7
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SLIDE CORRECTION
| | |
0001 105-06845 LUMP | 18618.26000 18618.26| 18638.54000 18638.54| 100000.00000 100000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 1297.57000 18165.98| 1595.45000 22336.30| 2100.00000 29400.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 450.00000 900.00| 214.76000 429.52| 425.00000 850.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 14.000 MOS | 130.00000 1820.00| 147.26000 2061.64| 195.00000 2730.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 28.000 MOS | 125.00000 3500.00| 376.88000 10552.64| 300.00000 8400.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09291 28.000 MOS | 80.00000 2240.00| 337.48000 9449.44| 80.00000 2240.00
MOBILE BROADBAND ACCESS | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 145850.00000 145850.00| 157500.00000 157500.00| 250000.00000 250000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 58340.00000 58340.00| 54682.19000 54682.19| 86500.00000 86500.00
CLEARING RIGHT OF WAY | | |
0014 202-02240 387.000 SYS | 17.14000 6633.18| 17.23000 6668.01| 13.00000 5031.00
PAVEMENT REMOVAL | | |
0015 203-02000 1005.000 CYS | 18.79000 18883.95| 24.57000 24692.85| 24.00000 24120.00
EXCAVATION, COMMON | | |
0016 203-02020 960.000 CYS | 21.78000 20908.80| 15.44000 14822.40| 19.00000 18240.00
EXCAVATION, UNCLASSIFIED | | |
0017 203-02040 635.000 CYS | 28.78000 18275.30| 53.43000 33928.05| 12.00000 7620.00
EXCAVATION, Y | | |
0018 203-02070 6760.000 CYS | 9.63000 65098.80| 14.69000 99304.40| 25.00000 169000.00
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -8
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02590 1326.000 LFT | 357.16000 473594.16| 490.63000 650575.38| 416.00000 551616.00
PIER, DRILL IN BEDROCK SOCKET | | |
0020 203-02591 234.000 LFT | 344.98000 80725.32| 424.60000 99356.40| 317.00000 74178.00
PIER, FORMED, DRILL ABOVE BEDROCK | | |
SOCKET , 4 FT. DIA. | | |
0021 203-02592 1847.000 LFT | 345.01000 637233.47| 398.37000 735789.39| 266.00000 491302.00
PIER, NONFORMED, DRILL ABOVE BEDROCK | | |
SOCKET , 4 FT. DIA. | | |
0022 203-02594 12.000 EACH | 6217.13000 74605.56| 4400.00000 52800.00| 6900.00000 82800.00
TIEBACK , 150 K CAPACITY | | |
0023 203-02594 71.000 EACH | 7641.45000 542542.95| 5500.00000 390500.00| 7700.00000 546700.00
TIEBACK , 300 K CAPACITY | | |
0024 203-02594 2.000 EACH | 524.50000 1049.00| 500.00000 1000.00| 560.00000 1120.00
TIEBACK , PERFORMANCE AND CREEP TEST | | |
0025 204-02587 1.000 EACH | 7867.50000 7867.50| 7500.00000 7500.00| 9300.00000 9300.00
FAILURE TEST , TIEBACK | | |
0026 204-02593 81.000 EACH | 262.25000 21242.25| 250.00000 20250.00| 280.00000 22680.00
PROOF TEST , TIEBACK | | |
0027 205-06931 9.000 TON | 219.98000 1979.82| 36.21000 325.89| 35.00000 315.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06937 1543.000 LFT | 5.57000 8594.51| 1.25000 1928.75| 1.50000 2314.50
TEMPORARY SILT FENCE | | |
0029 207-08263 3066.000 SYS | 13.47000 41299.02| 7.75000 23761.50| 9.20000 28207.20
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08266 154.000 SYS | 26.11000 4020.94| 8.00000 1232.00| 11.00000 1694.00
SUBGRADE TREATMENT, TYPE III | | |
0031 210-09364 2.000 EACH | 8559.95000 17119.90| 6059.74000 12119.48| 4500.00000 9000.00
ABANDONED HOLES | | |
0032 211-02050 1247.000 CYS | 19.52000 24341.44| 23.77000 29641.19| 19.00000 23693.00
B BORROW | | |
0033 301-07448 359.000 TON | 31.71000 11383.89| 26.05000 9351.95| 24.00000 8616.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0034 303-01180 304.000 TON | 31.71000 9639.84| 25.15000 7645.60| 24.00000 7296.00
COMPACTED AGGREGATE, NO. 53 | | |
0035 306-08034 280.000 SYS | 6.29000 1761.20| 8.00000 2240.00| 6.25000 1750.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0036 306-08043 278.000 SYS | 6.29000 1748.62| 8.02000 2229.56| 6.25000 1737.50
MILLING, TRANSITION | | |
0037 402-07432 323.000 TON | 76.58000 24735.34| 81.00000 26163.00| 80.00000 25840.00
HMA SURFACE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -9
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 402-07435 263.000 TON | 66.09000 17381.67| 80.00000 21040.00| 72.00000 18936.00
HMA INTERMEDIATE, TYPE A | | |
0039 402-07440 774.000 TON | 65.56000 50743.44| 71.00000 54954.00| 71.00000 54954.00
HMA BASE, TYPE A | | |
0040 406-05520 1.040 TON | 340.93000 354.57| 300.00000 312.00| 395.00000 410.80
ASPHALT FOR TACK COAT | | |
0041 601-01700 2.000 EACH | 2003.59000 4007.18| 2000.00000 4000.00| 2050.00000 4100.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0042 601-99105 656.250 LFT | 16.89000 11084.06| 16.00000 10500.00| 18.00000 11812.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 607-06335 874.000 LFT | 24.92000 21780.08| 65.00000 56810.00| 23.00000 20102.00
PAVED SIDE DITCH, A | | |
0044 610-07487 43.000 TON | 143.30000 6161.90| 125.00000 5375.00| 125.00000 5375.00
HMA FOR APPROACHES, TYPE B | | |
0045 611-06497 1.000 EACH | 298.97000 298.97| 190.00000 190.00| 340.00000 340.00
MAILBOX ASSEMBLY, SINGLE | | |
0046 615-06490 9.000 EACH | 120.64000 1085.76| 142.00000 1278.00| 135.00000 1215.00
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 702.83000 1405.66| 660.00000 1320.00| 1200.00000 2400.00
MONUMENT, B | | |
0048 616-02320 1363.000 SYS | 2.10000 2862.30| 3.32000 4525.16| 1.50000 2044.50
GEOTEXTILES | | |
0049 616-06405 1476.000 TON | 21.97000 32427.72| 22.63000 33401.88| 25.00000 36900.00
RIPRAP, REVETMENT | | |
0050 621-01004 1.000 EACH | 708.08000 708.08| 800.00000 800.00| 850.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06545 0.250 TON | 1028.02000 257.01| 700.00000 175.00| 745.00000 186.25
FERTILIZER | | |
0052 621-06553 108.000 LBS | 7.08000 764.64| 3.50000 378.00| 3.75000 405.00
SEED MIXTURE, R | | |
0053 621-06565 1.300 TON | 708.08000 920.50| 500.00000 650.00| 535.00000 695.50
MULCHING MATERIAL | | |
0054 621-06574 2210.000 SYS | 2.88000 6364.80| 2.70000 5967.00| 3.00000 6630.00
SODDING | | |
0055 702-52376 353.000 CYS | 615.97000 217437.41| 327.50000 115607.50| 250.00000 88250.00
CONCRETE, C, STRUCTURES | | |
0056 703-51030 42061.000 LBS | 0.98000 41219.78| 1.06000 44584.66| 1.60000 67297.60
REINFORCING STEEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -10
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-05048 544.000 LFT | 4.36000 2371.84| 3.11000 1691.84| 5.50000 2992.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0058 715-05052 600.000 LFT | 82.68000 49608.00| 63.43000 38058.00| 108.00000 64800.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0059 715-05053 380.000 LFT | 18.39000 6988.20| 72.25000 27455.00| 4.25000 1615.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0060 715-05118 87.000 LFT | 78.72000 6848.64| 96.96000 8435.52| 103.00000 8961.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0061 718-52610 665.000 CYS | 23.13000 15381.45| 45.55000 30290.75| 35.00000 23275.00
AGGREGATE FOR UNDERDRAINS | | |
0062 718-99153 667.000 SYS | 3.95000 2634.65| 2.40000 1600.80| 2.50000 1667.50
GEOTEXTILES FOR UNDERDRAIN | | |
0063 801-03290 2.000 EACH | 472.05000 944.10| 350.00000 700.00| 190.00000 380.00
CONSTRUCTION SIGN, C | | |
0064 801-04308 4.000 EACH | 262.25000 1049.00| 395.00000 1580.00| 161.00000 644.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06625 17.000 EACH | 110.15000 1872.55| 120.00000 2040.00| 207.00000 3519.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0066 801-06640 5.000 EACH | 603.18000 3015.90| 245.00000 1225.00| 170.00000 850.00
CONSTRUCTION SIGN, A | | |
0067 801-06775 LUMP | 2307.80000 2307.80| 49467.29000 49467.29| 50000.00000 50000.00
MAINTAINING TRAFFIC | | |
0068 801-07118 48.000 LFT | 18.88000 906.24| 18.00000 864.00| 42.00000 2016.00
BARRICADE, III-A | | |
0069 801-07119 48.000 LFT | 23.08000 1107.84| 21.00000 1008.00| 42.00000 2016.00
BARRICADE, III-B | | |
0070 802-05702 28.000 LFT | 7.87000 220.36| 17.50000 490.00| 8.00000 224.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76025 4.000 SFT | 28.06000 112.24| 28.00000 112.00| 29.00000 116.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0072 802-76035 16.000 SFT | 16.68000 266.88| 20.00000 320.00| 17.00000 272.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0073 804-06770 1.000 EACH | 26.23000 26.23| 18.00000 18.00| 92.00000 92.00
DELINEATOR POST | | |
0074 808-06703 1732.000 LFT | 1.05000 1818.60| 0.48000 831.36| 1.10000 1905.20
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -11
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|WEDDLE BROTHERS HIGHWAY GROU |FORCE CONSTRUCTION CO. INC. |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-75245 1750.000 LFT | 1.05000 1837.50| 0.48000 840.00| 1.10000 1925.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0076 402-07450 500.000 TON | 72.00000 36000.00| 125.00000 62500.00| 80.00000 40000.00
HMA WEDGE AND LEVEL, TYPE A | | |
SECTION TOTALS | $ 2,917,307.55| $ 3,120,876.83| $ 3,124,469.05
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,917,307.55| $ 3,120,876.83| $ 3,124,469.05
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -12
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SLIDE CORRECTION
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 43000.00000 43000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 2000.00000 28000.00| 320.00000 4480.00|
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 350.00000 700.00| 100.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 14.000 MOS | 50.00000 700.00| 140.00000 1960.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 28.000 MOS | 350.00000 9800.00| 200.00000 5600.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09291 28.000 MOS | 50.00000 1400.00| 100.00000 2800.00|
MOBILE BROADBAND ACCESS | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 157781.73000 157781.73| 159509.50570 159509.51|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 63112.69000 63112.69| 91662.88000 91662.88|
CLEARING RIGHT OF WAY | | |
0014 202-02240 387.000 SYS | 15.00000 5805.00| 8.00000 3096.00|
PAVEMENT REMOVAL | | |
0015 203-02000 1005.000 CYS | 8.00000 8040.00| 40.00000 40200.00|
EXCAVATION, COMMON | | |
0016 203-02020 960.000 CYS | 13.50000 12960.00| 42.00000 40320.00|
EXCAVATION, UNCLASSIFIED | | |
0017 203-02040 635.000 CYS | 14.00000 8890.00| 40.00000 25400.00|
EXCAVATION, Y | | |
0018 203-02070 6760.000 CYS | 15.00000 101400.00| 12.00000 81120.00|
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -13
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02590 1326.000 LFT | 440.00000 583440.00| 414.62000 549786.12|
PIER, DRILL IN BEDROCK SOCKET | | |
0020 203-02591 234.000 LFT | 540.00000 126360.00| 425.80000 99637.20|
PIER, FORMED, DRILL ABOVE BEDROCK | | |
SOCKET , 4 FT. DIA. | | |
0021 203-02592 1847.000 LFT | 440.00000 812680.00| 324.83000 599961.01|
PIER, NONFORMED, DRILL ABOVE BEDROCK | | |
SOCKET , 4 FT. DIA. | | |
0022 203-02594 12.000 EACH | 6475.00000 77700.00| 7361.00000 88332.00|
TIEBACK , 150 K CAPACITY | | |
0023 203-02594 71.000 EACH | 6775.00000 481025.00| 7661.00000 543931.00|
TIEBACK , 300 K CAPACITY | | |
0024 203-02594 2.000 EACH | 1000.00000 2000.00| 1500.00000 3000.00|
TIEBACK , PERFORMANCE AND CREEP TEST | | |
0025 204-02587 1.000 EACH | 7075.00000 7075.00| 7575.00000 7575.00|
FAILURE TEST , TIEBACK | | |
0026 204-02593 81.000 EACH | 200.00000 16200.00| 700.00000 56700.00|
PROOF TEST , TIEBACK | | |
0027 205-06931 9.000 TON | 60.00000 540.00| 100.00000 900.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06937 1543.000 LFT | 1.20000 1851.60| 1.20000 1851.60|
TEMPORARY SILT FENCE | | |
0029 207-08263 3066.000 SYS | 9.00000 27594.00| 10.00000 30660.00|
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08266 154.000 SYS | 7.00000 1078.00| 6.00000 924.00|
SUBGRADE TREATMENT, TYPE III | | |
0031 210-09364 2.000 EACH | 3000.00000 6000.00| 3100.00000 6200.00|
ABANDONED HOLES | | |
0032 211-02050 1247.000 CYS | 30.00000 37410.00| 35.00000 43645.00|
B BORROW | | |
0033 301-07448 359.000 TON | 25.00000 8975.00| 48.10000 17267.90|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0034 303-01180 304.000 TON | 25.00000 7600.00| 48.10000 14622.40|
COMPACTED AGGREGATE, NO. 53 | | |
0035 306-08034 280.000 SYS | 10.00000 2800.00| 5.00000 1400.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0036 306-08043 278.000 SYS | 10.00000 2780.00| 5.00000 1390.00|
MILLING, TRANSITION | | |
0037 402-07432 323.000 TON | 71.00000 22933.00| 71.00000 22933.00|
HMA SURFACE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -14
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 402-07435 263.000 TON | 64.00000 16832.00| 64.00000 16832.00|
HMA INTERMEDIATE, TYPE A | | |
0039 402-07440 774.000 TON | 63.00000 48762.00| 73.00000 56502.00|
HMA BASE, TYPE A | | |
0040 406-05520 1.040 TON | 350.00000 364.00| 350.00000 364.00|
ASPHALT FOR TACK COAT | | |
0041 601-01700 2.000 EACH | 1910.00000 3820.00| 1910.00000 3820.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0042 601-99105 656.250 LFT | 16.10000 10565.63| 16.10000 10565.63|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 607-06335 874.000 LFT | 40.00000 34960.00| 55.00000 48070.00|
PAVED SIDE DITCH, A | | |
0044 610-07487 43.000 TON | 110.00000 4730.00| 110.00000 4730.00|
HMA FOR APPROACHES, TYPE B | | |
0045 611-06497 1.000 EACH | 285.00000 285.00| 285.00000 285.00|
MAILBOX ASSEMBLY, SINGLE | | |
0046 615-06490 9.000 EACH | 115.00000 1035.00| 115.00000 1035.00|
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 670.00000 1340.00| 670.00000 1340.00|
MONUMENT, B | | |
0048 616-02320 1363.000 SYS | 2.50000 3407.50| 2.00000 2726.00|
GEOTEXTILES | | |
0049 616-06405 1476.000 TON | 25.00000 36900.00| 25.00000 36900.00|
RIPRAP, REVETMENT | | |
0050 621-01004 1.000 EACH | 675.00000 675.00| 675.00000 675.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06545 0.250 TON | 980.00000 245.00| 980.00000 245.00|
FERTILIZER | | |
0052 621-06553 108.000 LBS | 6.75000 729.00| 6.75000 729.00|
SEED MIXTURE, R | | |
0053 621-06565 1.300 TON | 675.00000 877.50| 675.00000 877.50|
MULCHING MATERIAL | | |
0054 621-06574 2210.000 SYS | 2.75000 6077.50| 2.75000 6077.50|
SODDING | | |
0055 702-52376 353.000 CYS | 500.00000 176500.00| 473.30000 167074.90|
CONCRETE, C, STRUCTURES | | |
0056 703-51030 42061.000 LBS | 1.00000 42061.00| 0.85000 35751.85|
REINFORCING STEEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -15
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-05048 544.000 LFT | 8.00000 4352.00| 19.00000 10336.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0058 715-05052 600.000 LFT | 50.00000 30000.00| 68.00000 40800.00|
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0059 715-05053 380.000 LFT | 20.00000 7600.00| 25.00000 9500.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0060 715-05118 87.000 LFT | 60.00000 5220.00| 115.00000 10005.00|
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0061 718-52610 665.000 CYS | 39.00000 25935.00| 25.00000 16625.00|
AGGREGATE FOR UNDERDRAINS | | |
0062 718-99153 667.000 SYS | 2.50000 1667.50| 2.00000 1334.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0063 801-03290 2.000 EACH | 450.00000 900.00| 350.00000 700.00|
CONSTRUCTION SIGN, C | | |
0064 801-04308 4.000 EACH | 250.00000 1000.00| 395.00000 1580.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06625 17.000 EACH | 105.00000 1785.00| 120.00000 2040.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0066 801-06640 5.000 EACH | 575.00000 2875.00| 245.00000 1225.00|
CONSTRUCTION SIGN, A | | |
0067 801-06775 LUMP | 6500.00000 6500.00| 109045.24000 109045.24|
MAINTAINING TRAFFIC | | |
0068 801-07118 48.000 LFT | 18.00000 864.00| 18.00000 864.00|
BARRICADE, III-A | | |
0069 801-07119 48.000 LFT | 22.00000 1056.00| 21.00000 1008.00|
BARRICADE, III-B | | |
0070 802-05702 28.000 LFT | 7.50000 210.00| 7.50000 210.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76025 4.000 SFT | 26.75000 107.00| 26.75000 107.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0072 802-76035 16.000 SFT | 15.90000 254.40| 15.90000 254.40|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0073 804-06770 1.000 EACH | 25.00000 25.00| 25.00000 25.00|
DELINEATOR POST | | |
0074 808-06703 1732.000 LFT | 1.00000 1732.00| 0.48000 831.36|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -16
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 171 CONTRACT ID : R -29508-A COUNTIES : DEARBORN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-75245 1750.000 LFT | 1.00000 1750.00| 0.48000 840.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0076 402-07450 500.000 TON | 70.00000 35000.00| 70.00000 35000.00|
HMA WEDGE AND LEVEL, TYPE A | | |
SECTION TOTALS | $ 3,155,635.05| $ 3,227,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,155,635.05| $ 3,227,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 191 -1
VENDOR RANKING
CALL ORDER : 191 CONTRACT ID : RS-29498-B COUNTIES : PORTER
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/28/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0501271
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 3,235,715.21 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,244,276.59 100.2646%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 191 -2
TABULATION OF BIDS
ROUTE : 231
CALL ORDER : 191 CONTRACT ID : RS-29498-B COUNTIES : PORTER
LETTING DATE : 04/23/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 11400.00000 11400.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 200.00000 1200.00| 3800.00000 22800.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 200.00000 600.00| 100.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 18.000 MOS | 185.00000 3330.00| 100.00000 1800.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 600.00000 7200.00| 320.00000 3840.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 150.00000 1800.00| 100.00000 1200.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 161750.00000 161750.00| 162000.00000 162000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-02241 102.000 LFT | 10.00000 1020.00| 13.00000 1326.00|
GUARDRAIL, REMOVE | | |
0015 303-07449 6420.000 TON | 17.00000 109140.00| 18.00000 115560.00|
COMPACTED AGGREGATE, NO. 73 | | |
0016 304-07491 660.000 TON | 70.00000 46200.00| 165.00000 108900.00|
HMA PATCHING, TYPE C | | |
0017 306-08034 7340.000 SYS | 1.25000 9175.00| 1.20000 8808.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 191 -3
TABULATION OF BIDS
ROUTE : 231
CALL ORDER : 191 CONTRACT ID : RS-29498-B COUNTIES : PORTER
LETTING DATE : 04/23/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08043 2296.000 SYS | 2.50000 5740.00| 1.15000 2640.40|
MILLING, TRANSITION | | |
0019 306-08159 184601.000 SYS | 1.15000 212291.15| 0.90000 166140.90|
MILLING, ASPHALT , 2.5 IN. | | |
0020 306-08432 17094.000 SYS | 1.75000 29914.50| 6.30000 107692.20|
MILLING, APPROACH | | |
0021 401-06264 LUMP | 6000.00000 6000.00| 15000.00000 15000.00|
PROFILOGRAPH, HMA | | |
0022 401-07328 15866.000 TON | 63.75000 1011457.50| 63.50000 1007491.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0023 401-07379 21388.000 TON | 56.00000 1197728.00| 53.55000 1145327.40|
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0024 406-05520 49.000 TON | 770.00000 37730.00| 340.00000 16660.00|
ASPHALT FOR TACK COAT | | |
0025 610-07488 1802.000 TON | 100.00000 180200.00| 92.25000 166234.50|
HMA FOR APPROACHES, TYPE C | | |
0026 612-04315 12.000 TON | 1690.00000 20280.00| 1690.00000 20280.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0027 612-05081 1.000 EACH | 4400.00000 4400.00| 4400.00000 4400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0028 612-60410 144.000 EACH | 23.00000 3312.00| 23.00000 3312.00|
DRILLED HOLE FOR UNDERSEAL | | |
0029 621-01004 1.000 EACH | 375.00000 375.00| 375.00000 375.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0030 621-06559 300.000 SYS | 2.82000 846.00| 2.82000 846.00|
MULCHED SEEDING, R | | |
0031 725-06866 36.000 LFT | 225.00000 8100.00| 225.00000 8100.00|
PIPE LINER, THERMOPLASTIC, 15 IN. | | |
0032 801-03290 8.000 EACH | 189.00000 1512.00| 165.00000 1320.00|
CONSTRUCTION SIGN, C | | |
0033 801-06203 5306.000 LFT | 0.23000 1220.38| 0.10000 530.60|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0034 801-06207 5306.000 LFT | 1.00000 5306.00| 1.69000 8967.14|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0035 801-06640 44.000 EACH | 107.00000 4708.00| 89.00000 3916.00|
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 191 -4
TABULATION OF BIDS
ROUTE : 231
CALL ORDER : 191 CONTRACT ID : RS-29498-B COUNTIES : PORTER
LETTING DATE : 04/23/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 801-06775 LUMP | 70000.00000 70000.00| 40566.00000 40566.00|
MAINTAINING TRAFFIC | | |
0037 805-02441 4000.000 LFT | 0.45000 1800.00| 0.45000 1800.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0038 805-78795 1200.000 LFT | 8.80000 10560.00| 8.80000 10560.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0039 808-06701 970.000 LFT | 0.26000 252.20| 0.25000 242.50|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0040 808-06703 113886.000 LFT | 0.26000 29610.36| 0.25000 28471.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0041 808-75240 9850.000 LFT | 0.26000 2561.00| 0.25000 2462.50|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0042 808-75245 46712.000 LFT | 0.26000 12145.12| 0.25000 11678.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0043 808-75278 150.000 LFT | 1.50000 225.00| 1.82000 273.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0044 808-75297 301.000 LFT | 3.00000 903.00| 3.14000 945.14|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0045 808-75300 557.000 LFT | 1.00000 557.00| 0.98000 545.86|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0046 808-75320 19.000 EACH | 65.00000 1235.00| 58.00000 1102.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0047 808-75325 12.000 EACH | 80.00000 960.00| 83.00000 996.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0048 808-75996 1335.000 EACH | 3.50000 4672.50| 3.41000 4552.35|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0049 808-75998 1335.000 EACH | 15.50000 20692.50| 17.16000 22908.60|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 3,235,715.21| $ 3,244,276.59| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,235,715.21| $ 3,244,276.59| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -1
VENDOR RANKING
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/16/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710853
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 328,695.22 100.0000%
2 38-1892125 KELCRIS CORPORATION $ 341,290.22 103.8318%
3 35-1374866 PRIMCO, INC. $ 367,376.82 111.7682%
4 35-1139301 E & B PAVING INC $ 368,992.92 112.2599%
5 35-1817530 PIONEER ASSOCIATES, INC. $ 629,907.10 191.6387%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -2
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 38-1892125 |( 3 ) 35-1374866
|BROOKS CONSTRUCTION COMPANY |KELCRIS CORPORATION |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-07039 5.000 MOS | 1243.40000 6217.00| 1880.00000 9400.00| 1200.00000 6000.00
FIELD OFFICE, B | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| 150.00000 300.00| 575.00000 1150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 36.00000 360.00| 125.00000 1250.00| 95.00000 950.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 10.000 MOS | 350.00000 3500.00| 400.00000 4000.00| 600.00000 6000.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 5.000 MOS | 40.00000 200.00| 100.00000 500.00| 200.00000 1000.00
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 16401.00000 16401.00| 16334.00000 16334.00| 18368.84000 18368.84
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-90277 2.000 EACH | 290.00000 580.00| 290.00000 580.00| 250.00000 500.00
DETECTOR HOUSING, REMOVE | | |
0013 301-07448 100.000 TON | 25.00000 2500.00| 30.00000 3000.00| 35.00000 3500.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0014 306-08034 3500.000 SYS | 2.70000 9450.00| 2.30000 8050.00| 2.50000 8750.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0015 402-07784 290.000 TON | 85.00000 24650.00| 70.00000 20300.00| 110.00000 31900.00
HMA SURFACE, TYPE D | | |
0016 406-05520 0.900 TON | 200.00000 180.00| 200.00000 180.00| 600.00000 540.00
ASPHALT FOR TACK COAT | | |
0017 503-05240 230.000 LFT | 20.00000 4600.00| 13.50000 3105.00| 18.50000 4255.00
D-1 CONTRACTION JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -3
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 38-1892125 |( 3 ) 35-1374866
|BROOKS CONSTRUCTION COMPANY |KELCRIS CORPORATION |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 506-06333 2010.000 SYS | 93.00000 186930.00| 98.10000 197181.00| 90.00000 180900.00
PCCP PATCHING, FULL DEPTH | | |
0019 507-07480 1500.000 SYS | 7.00000 10500.00| 5.05000 7575.00| 8.76000 13140.00
PCCP PROFILING | | |
0020 605-06090 900.000 LFT | 11.00000 9900.00| 27.75000 24975.00| 17.00000 15300.00
CURB, INTEGRAL, CONCRETE | | |
0021 621-06567 1.200 kGAL | 10.00000 12.00| 10.10000 12.12| 25.00000 30.00
WATER | | |
0022 621-06575 300.000 SYS | 11.65000 3495.00| 17.76000 5328.00| 5.00000 1500.00
SODDING, NURSERY | | |
0023 720-44000 10.000 EACH | 300.00000 3000.00| 500.00000 5000.00| 300.00000 3000.00
CASTING, ADJUST TO GRADE | | |
0024 801-01093 6.000 EACH | 400.00000 2400.00| 400.00000 2400.00| 608.00000 3648.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0025 801-03290 2.000 EACH | 165.00000 330.00| 165.00000 330.00| 105.00000 210.00
CONSTRUCTION SIGN, C | | |
0026 801-03291 4.000 EACH | 195.00000 780.00| 195.00000 780.00| 43.25000 173.00
CONSTRUCTION SIGN, D | | |
0027 801-06203 500.000 LFT | 0.49000 245.00| 0.49000 245.00| 0.33000 165.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0028 801-06207 500.000 LFT | 1.00000 500.00| 1.00000 500.00| 0.80000 400.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0029 801-06216 70.000 LFT | 1.65000 115.50| 1.65000 115.50| 5.90000 413.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0030 801-06469 120.000 LFT | 2.00000 240.00| 2.00000 240.00| 1.60000 192.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0031 801-06577 95.000 LFT | 6.00000 570.00| 6.00000 570.00| 6.15000 584.25
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0032 801-06586 120.000 LFT | 0.55000 66.00| 0.55000 66.00| 0.52000 62.40
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0033 801-06640 36.000 EACH | 90.00000 3240.00| 90.00000 3240.00| 45.00000 1620.00
CONSTRUCTION SIGN, A | | |
0034 801-06710 250.000 DAY | 6.30000 1575.00| 6.30000 1575.00| 1.00000 250.00
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -4
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 38-1892125 |( 3 ) 35-1374866
|BROOKS CONSTRUCTION COMPANY |KELCRIS CORPORATION |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 801-06775 LUMP | 25301.12000 25301.12| 13461.00000 13461.00| 52692.98000 52692.98
MAINTAINING TRAFFIC | | |
0036 801-92448 1500.000 DAY | 1.25000 1875.00| 1.25000 1875.00| 0.30000 450.00
CONSTRUCTION SIGNS, MOBILE | | |
0037 805-78470 1200.000 LFT | 0.30000 360.00| 0.30000 360.00| 0.30000 360.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0038 805-78785 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 510.00000 1020.00
SIGNAL DETECTOR HOUSING | | |
0039 805-78795 410.000 LFT | 8.30000 3403.00| 8.30000 3403.00| 10.00000 4100.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0040 808-03178 6.000 EACH | 141.00000 846.00| 141.00000 846.00| 137.50000 825.00
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC, LANE ARROWS | | |
0041 808-03179 5.000 EACH | 199.00000 995.00| 199.00000 995.00| 212.00000 1060.00
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC, WORD (ONLY) | | |
0042 808-06711 570.000 LFT | 0.24000 136.80| 0.24000 136.80| 0.47000 267.90
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0043 808-06713 1300.000 LFT | 0.24000 312.00| 0.24000 312.00| 0.47000 611.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0044 808-06714 1300.000 LFT | 0.24000 312.00| 0.24000 312.00| 0.47000 611.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0045 808-75008 120.000 LFT | 0.36000 43.20| 0.36000 43.20| 0.66000 79.20
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0046 808-75067 95.000 LFT | 11.68000 1109.60| 11.68000 1109.60| 8.35000 793.25
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 328,695.22| $ 341,290.22| $ 367,376.82
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 328,695.22| $ 341,290.22| $ 367,376.82
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -5
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1817530 |( )
|E & B PAVING INC |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-07039 5.000 MOS | 1951.85000 9759.25| 3000.00000 15000.00|
FIELD OFFICE, B | | |
0002 105-08520 2.000 EACH | 103.00000 206.00| 218.00000 436.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 51.50000 515.00| 143.00000 1430.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 10.000 MOS | 284.28000 2842.80| 1100.00000 11000.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 5.000 MOS | 82.40000 412.00| 70.00000 350.00|
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 18449.65000 18449.65| 31490.00000 31490.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-90277 2.000 EACH | 295.80000 591.60| 290.00000 580.00|
DETECTOR HOUSING, REMOVE | | |
0013 301-07448 100.000 TON | 41.79000 4179.00| 35.00000 3500.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0014 306-08034 3500.000 SYS | 4.00000 14000.00| 1.14000 3990.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0015 402-07784 290.000 TON | 85.00000 24650.00| 70.00000 20300.00|
HMA SURFACE, TYPE D | | |
0016 406-05520 0.900 TON | 300.00000 270.00| 200.00000 180.00|
ASPHALT FOR TACK COAT | | |
0017 503-05240 230.000 LFT | 8.87000 2040.10| 12.00000 2760.00|
D-1 CONTRACTION JOINT | | |
0018 506-06333 2010.000 SYS | 113.93000 228999.30| 200.00000 402000.00|
PCCP PATCHING, FULL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -6
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1817530 |( )
|E & B PAVING INC |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 507-07480 1500.000 SYS | 7.12000 10680.00| 5.00000 7500.00|
PCCP PROFILING | | |
0020 605-06090 900.000 LFT | 13.22000 11898.00| 27.00000 24300.00|
CURB, INTEGRAL, CONCRETE | | |
0021 621-06567 1.200 kGAL | 10.20000 12.24| 10.00000 12.00|
WATER | | |
0022 621-06575 300.000 SYS | 11.88000 3564.00| 11.65000 3495.00|
SODDING, NURSERY | | |
0023 720-44000 10.000 EACH | 353.38000 3533.80| 400.00000 4000.00|
CASTING, ADJUST TO GRADE | | |
0024 801-01093 6.000 EACH | 408.00000 2448.00| 400.00000 2400.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0025 801-03290 2.000 EACH | 168.30000 336.60| 165.00000 330.00|
CONSTRUCTION SIGN, C | | |
0026 801-03291 4.000 EACH | 198.90000 795.60| 195.00000 780.00|
CONSTRUCTION SIGN, D | | |
0027 801-06203 500.000 LFT | 0.50000 250.00| 0.49000 245.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0028 801-06207 500.000 LFT | 1.02000 510.00| 1.00000 500.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0029 801-06216 70.000 LFT | 1.68000 117.60| 1.65000 115.50|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0030 801-06469 120.000 LFT | 2.04000 244.80| 2.00000 240.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0031 801-06577 95.000 LFT | 6.12000 581.40| 6.00000 570.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0032 801-06586 120.000 LFT | 0.56000 67.20| 0.55000 66.00|
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0033 801-06640 36.000 EACH | 91.80000 3304.80| 90.00000 3240.00|
CONSTRUCTION SIGN, A | | |
0034 801-06710 250.000 DAY | 0.10000 25.00| 6.30000 1575.00|
FLASHING ARROW SIGN | | |
0035 801-06775 LUMP | 14569.01000 14569.01| 59200.00000 59200.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 201 -7
TABULATION OF BIDS
ROUTE : US 27
CALL ORDER : 201 CONTRACT ID : RS-30388-A COUNTIES : ALLEN
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1817530 |( )
|E & B PAVING INC |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 801-92448 1500.000 DAY | 0.10000 150.00| 13.00000 19500.00|
CONSTRUCTION SIGNS, MOBILE | | |
0037 805-78470 1200.000 LFT | 0.31000 372.00| 0.30000 360.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0038 805-78785 2.000 EACH | 663.00000 1326.00| 650.00000 1300.00|
SIGNAL DETECTOR HOUSING | | |
0039 805-78795 410.000 LFT | 8.47000 3472.70| 8.30000 3403.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0040 808-03178 6.000 EACH | 143.82000 862.92| 141.00000 846.00|
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC, LANE ARROWS | | |
0041 808-03179 5.000 EACH | 202.98000 1014.90| 199.00000 995.00|
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC, WORD (ONLY) | | |
0042 808-06711 570.000 LFT | 0.24000 136.80| 0.24000 136.80|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0043 808-06713 1300.000 LFT | 0.24000 312.00| 0.24000 312.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0044 808-06714 1300.000 LFT | 0.24000 312.00| 0.24000 312.00|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0045 808-75008 120.000 LFT | 0.37000 44.40| 0.36000 43.20|
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0046 808-75067 95.000 LFT | 11.91000 1131.45| 11.68000 1109.60|
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 368,992.92| $ 629,907.10| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 368,992.92| $ 629,907.10| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -1
VENDOR RANKING
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/08/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710832
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 38-1892125 KELCRIS CORPORATION $ 338,165.50 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 346,708.25 102.5262%
3 35-1339168 LAPORTE CONSTRUCTION CO $ 353,867.19 104.6432%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 386,415.15 114.2681%
5 35-1139301 E & B PAVING INC $ 423,342.66 125.1880%
6 35-1817530 PIONEER ASSOCIATES, INC. $ 545,841.60 161.4126%
7 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 842,020.25 248.9965%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -2
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1892125 |( 2 ) 35-1065659 |( 3 ) 35-1339168
|KELCRIS CORPORATION |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-08520 1.000 EACH | 150.00000 150.00| 95.00000 95.00| 371.00000 371.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 125.00000 750.00| 48.00000 288.00| 159.00000 954.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 105-09198 6.000 MOS | 500.00000 3000.00| 800.00000 4800.00| 600.00000 3600.00
LAPTOP COMPUTER SYSTEM | | |
0005 105-09291 6.000 MOS | 150.00000 900.00| 150.00000 900.00| 212.00000 1272.00
MOBILE BROADBAND ACCESS | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 28494.00000 28494.00| 17200.00000 17200.00| 18514.07000 18514.07
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-90277 2.000 EACH | 290.00000 580.00| 290.00000 580.00| 250.00000 500.00
DETECTOR HOUSING, REMOVE | | |
0012 301-07448 30.000 TON | 60.00000 1800.00| 19.00000 570.00| 75.00000 2250.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0013 306-08043 1717.000 SYS | 5.00000 8585.00| 5.75000 9872.75| 3.84000 6593.28
MILLING, TRANSITION | | |
0014 402-07787 174.000 TON | 75.00000 13050.00| 92.00000 16008.00| 92.00000 16008.00
HMA WEDGE AND LEVEL, TYPE D | | |
0015 406-05520 0.600 TON | 0.66000 0.40| 100.00000 60.00| 100.00000 60.00
ASPHALT FOR TACK COAT | | |
0016 503-05240 600.000 LFT | 13.10000 7860.00| 8.20000 4920.00| 10.56000 6336.00
D-1 CONTRACTION JOINT | | |
0017 503-05310 1266.000 LFT | 16.00000 20256.00| 24.90000 31523.40| 24.90000 31523.40
TERMINAL JOINT , REPAIR | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -3
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1892125 |( 2 ) 35-1065659 |( 3 ) 35-1339168
|KELCRIS CORPORATION |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 506-06333 1420.000 SYS | 105.00000 149100.00| 82.00000 116440.00| 116.63000 165614.60
PCCP PATCHING, FULL DEPTH , 12 IN. | | |
0019 506-06333 761.000 SYS | 94.00000 71534.00| 70.00000 53270.00| 75.83000 57706.63
PCCP PATCHING, FULL DEPTH , 9 IN. | | |
0020 801-01093 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 150.00000 600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-03290 5.000 EACH | 150.00000 750.00| 150.00000 750.00| 150.00000 750.00
CONSTRUCTION SIGN, C | | |
0022 801-06640 38.000 EACH | 85.00000 3230.00| 85.00000 3230.00| 85.00000 3230.00
CONSTRUCTION SIGN, A | | |
0023 801-06710 400.000 DAY | 11.00000 4400.00| 7.00000 2800.00| 11.00000 4400.00
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 13925.00000 13925.00| 73000.00000 73000.00| 28262.36000 28262.36
MAINTAINING TRAFFIC | | |
0025 801-92448 800.000 DAY | 1.25000 1000.00| 2.00000 1600.00| 1.25000 1000.00
CONSTRUCTION SIGNS, MOBILE | | |
0026 805-78470 725.000 LFT | 0.30000 217.50| 0.30000 217.50| 0.55000 398.75
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0027 805-78785 2.000 EACH | 670.00000 1340.00| 670.00000 1340.00| 520.00000 1040.00
SIGNAL DETECTOR HOUSING | | |
0028 805-78795 246.000 LFT | 8.10000 1992.60| 8.10000 1992.60| 10.00000 2460.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0029 808-06713 1052.000 LFT | 3.00000 3156.00| 3.00000 3156.00| 0.25000 263.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0030 808-06714 200.000 LFT | 3.00000 600.00| 3.00000 600.00| 0.25000 50.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0031 808-06726 29.000 LFT | 10.00000 290.00| 10.00000 290.00| 1.90000 55.10
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0032 808-75001 200.000 LFT | 3.00000 600.00| 3.00000 600.00| 0.25000 50.00
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
SECTION TOTALS | $ 338,165.50| $ 346,708.25| $ 353,867.19
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 338,165.50| $ 346,708.25| $ 353,867.19
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -4
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1139301 |( 6 ) 35-1817530
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-08520 1.000 EACH | 150.00000 150.00| 103.00000 103.00| 220.00000 220.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 100.00000 600.00| 103.00000 618.00| 150.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 105-09198 6.000 MOS | 400.00000 2400.00| 305.91000 1835.46| 1000.00000 6000.00
LAPTOP COMPUTER SYSTEM | | |
0005 105-09291 6.000 MOS | 100.00000 600.00| 87.55000 525.30| 100.00000 600.00
MOBILE BROADBAND ACCESS | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 19000.00000 19000.00| 21167.13000 21167.13| 27000.00000 27000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-90277 2.000 EACH | 250.00000 500.00| 295.80000 591.60| 290.00000 580.00
DETECTOR HOUSING, REMOVE | | |
0012 301-07448 30.000 TON | 50.00000 1500.00| 50.17000 1505.10| 30.00000 900.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0013 306-08043 1717.000 SYS | 5.00000 8585.00| 5.10000 8756.70| 5.50000 9443.50
MILLING, TRANSITION | | |
0014 402-07787 174.000 TON | 75.00000 13050.00| 76.50000 13311.00| 92.00000 16008.00
HMA WEDGE AND LEVEL, TYPE D | | |
0015 406-05520 0.600 TON | 0.66000 0.40| 0.67000 0.40| 100.00000 60.00
ASPHALT FOR TACK COAT | | |
0016 503-05240 600.000 LFT | 14.50000 8700.00| 8.72000 5232.00| 12.00000 7200.00
D-1 CONTRACTION JOINT | | |
0017 503-05310 1266.000 LFT | 16.00000 20256.00| 16.32000 20661.12| 30.00000 37980.00
TERMINAL JOINT , REPAIR | | |
0018 506-06333 1420.000 SYS | 120.00000 170400.00| 142.19000 201909.80| 158.00000 224360.00
PCCP PATCHING, FULL DEPTH , 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -5
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1139301 |( 6 ) 35-1817530
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 506-06333 761.000 SYS | 104.00000 79144.00| 135.70000 103267.70| 149.00000 113389.00
PCCP PATCHING, FULL DEPTH , 9 IN. | | |
0020 801-01093 4.000 EACH | 150.00000 600.00| 433.50000 1734.00| 150.00000 600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-03290 5.000 EACH | 150.00000 750.00| 168.30000 841.50| 150.00000 750.00
CONSTRUCTION SIGN, C | | |
0022 801-06640 38.000 EACH | 85.00000 3230.00| 86.70000 3294.60| 85.00000 3230.00
CONSTRUCTION SIGN, A | | |
0023 801-06710 400.000 DAY | 11.00000 4400.00| 0.10000 40.00| 11.00000 4400.00
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 43000.00000 43000.00| 29648.72000 29648.72| 73765.00000 73765.00
MAINTAINING TRAFFIC | | |
0025 801-92448 800.000 DAY | 1.25000 1000.00| 0.10000 80.00| 13.00000 10400.00
CONSTRUCTION SIGNS, MOBILE | | |
0026 805-78470 725.000 LFT | 0.55000 398.75| 0.31000 224.75| 0.30000 217.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0027 805-78785 2.000 EACH | 520.00000 1040.00| 683.40000 1366.80| 670.00000 1340.00
SIGNAL DETECTOR HOUSING | | |
0028 805-78795 246.000 LFT | 10.00000 2460.00| 8.26000 2031.96| 8.10000 1992.60
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0029 808-06713 1052.000 LFT | 3.00000 3156.00| 3.06000 3219.12| 3.00000 3156.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0030 808-06714 200.000 LFT | 3.00000 600.00| 3.06000 612.00| 3.00000 600.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0031 808-06726 29.000 LFT | 10.00000 290.00| 5.10000 147.90| 5.00000 145.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0032 808-75001 200.000 LFT | 3.00000 600.00| 3.06000 612.00| 3.00000 600.00
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
SECTION TOTALS | $ 386,415.15| $ 423,342.66| $ 545,841.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 386,415.15| $ 423,342.66| $ 545,841.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -6
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1690004 |( ) |( )
|NORTHERN INDIANA CONSTRUCTIO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-08520 1.000 EACH | 145.00000 145.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 65.00000 390.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 105-09198 6.000 MOS | 655.00000 3930.00| |
LAPTOP COMPUTER SYSTEM | | |
0005 105-09291 6.000 MOS | 75.00000 450.00| |
MOBILE BROADBAND ACCESS | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 133875.00000 133875.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-90277 2.000 EACH | 100.00000 200.00| |
DETECTOR HOUSING, REMOVE | | |
0012 301-07448 30.000 TON | 100.00000 3000.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0013 306-08043 1717.000 SYS | 17.85000 30648.45| |
MILLING, TRANSITION | | |
0014 402-07787 174.000 TON | 175.00000 30450.00| |
HMA WEDGE AND LEVEL, TYPE D | | |
0015 406-05520 0.600 TON | 500.00000 300.00| |
ASPHALT FOR TACK COAT | | |
0016 503-05240 600.000 LFT | 16.60000 9960.00| |
D-1 CONTRACTION JOINT | | |
0017 503-05310 1266.000 LFT | 46.30000 58615.80| |
TERMINAL JOINT , REPAIR | | |
0018 506-06333 1420.000 SYS | 214.70000 304874.00| |
PCCP PATCHING, FULL DEPTH , 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -7
TABULATION OF BIDS
ROUTE : US 20
CALL ORDER : 211 CONTRACT ID : RS-30389-A COUNTIES : ELKHART
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1690004 |( ) |( )
|NORTHERN INDIANA CONSTRUCTIO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 506-06333 761.000 SYS | 187.00000 142307.00| |
PCCP PATCHING, FULL DEPTH , 9 IN. | | |
0020 801-01093 4.000 EACH | 150.00000 600.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-03290 5.000 EACH | 150.00000 750.00| |
CONSTRUCTION SIGN, C | | |
0022 801-06640 38.000 EACH | 85.00000 3230.00| |
CONSTRUCTION SIGN, A | | |
0023 801-06710 400.000 DAY | 21.00000 8400.00| |
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 92522.00000 92522.00| |
MAINTAINING TRAFFIC | | |
0025 801-92448 800.000 DAY | 2.25000 1800.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0026 805-78470 725.000 LFT | 15.00000 10875.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0027 805-78785 2.000 EACH | 145.00000 290.00| |
SIGNAL DETECTOR HOUSING | | |
0028 805-78795 246.000 LFT | 11.00000 2706.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0029 808-06713 1052.000 LFT | 1.00000 1052.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0030 808-06714 200.000 LFT | 1.00000 200.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0031 808-06726 29.000 LFT | 5.00000 145.00| |
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0032 808-75001 200.000 LFT | 1.50000 300.00| |
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
SECTION TOTALS | $ 842,020.25| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 842,020.25| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -1
VENDOR RANKING
CALL ORDER : 221 CONTRACT ID : RS-30390-A COUNTIES : MIAMI
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 07/02/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710830
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0997978 PHEND & BROWN INC $ 369,933.64 100.0000%
2 35-1139301 E & B PAVING INC $ 373,775.15 101.0384%
3 35-1505753 GAUNT & SON ASPHALT $ 458,949.99 124.0628%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 489,846.75 132.4148%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -2
TABULATION OF BIDS
ROUTE : 16
CALL ORDER : 221 CONTRACT ID : RS-30390-A COUNTIES : MIAMI
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1505753
|PHEND & BROWN INC |E & B PAVING INC |GAUNT & SON ASPHALT
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 18496.67000 18496.67| 32400.00000 32400.00| 9600.00000 9600.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 210-05873 LUMP | 1200.00000 1200.00| 1500.00000 1500.00| 1285.00000 1285.00
TESTING , RETROREFLECTIVITY | | |
0009 301-07448 1137.000 TON | 5.00000 5685.00| 7.00000 7959.00| 20.30000 23081.10
COMPACTED AGGREGATE, NO. 53, BASE | | |
0010 303-07449 559.000 TON | 25.00000 13975.00| 27.00000 15093.00| 18.20000 10173.80
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07490 5.000 TON | 70.00000 350.00| 300.00000 1500.00| 145.00000 725.00
HMA PATCHING, TYPE B , FULL DEPTH | | |
0012 304-07490 189.000 TON | 70.00000 13230.00| 100.00000 18900.00| 135.00000 25515.00
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
0013 304-07491 232.000 TON | 70.00000 16240.00| 125.00000 29000.00| 145.00000 33640.00
HMA PATCHING, TYPE C , FULL DEPTH | | |
0014 306-08034 10396.000 SYS | 0.80000 8316.80| 1.00000 10396.00| 1.40000 14554.40
MILLING, ASPHALT, 1 1/2 IN. | | |
0015 306-08043 4680.000 SYS | 0.80000 3744.00| 1.00000 4680.00| 1.40000 6552.00
MILLING, TRANSITION | | |
0016 306-08432 2480.000 SYS | 0.80000 1984.00| 1.00000 2480.00| 1.40000 3472.00
MILLING, APPROACH | | |
0017 402-07451 3468.000 TON | 60.00000 208080.00| 46.75000 162129.00| 63.60000 220564.80
HMA WEDGE AND LEVEL, TYPE B | | |
0018 402-07452 11.000 TON | 200.00000 2200.00| 150.00000 1650.00| 100.00000 1100.00
HMA WEDGE AND LEVEL, TYPE C | | |
0019 406-05520 15.000 TON | 10.00000 150.00| 340.00000 5100.00| 365.00000 5475.00
ASPHALT FOR TACK COAT | | |
0020 610-07486 742.000 TON | 55.00000 40810.00| 46.75000 34688.50| 85.00000 63070.00
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -3
TABULATION OF BIDS
ROUTE : 16
CALL ORDER : 221 CONTRACT ID : RS-30390-A COUNTIES : MIAMI
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1505753
|PHEND & BROWN INC |E & B PAVING INC |GAUNT & SON ASPHALT
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 615-06527 3.000 EACH | 430.00000 1290.00| 715.00000 2145.00| 1710.00000 5130.00
MONUMENT, SECTION CORNER | | |
0022 801-01093 4.000 EACH | 500.00000 2000.00| 550.00000 2200.00| 535.00000 2140.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0023 801-03290 4.000 EACH | 105.00000 420.00| 150.00000 600.00| 115.00000 460.00
CONSTRUCTION SIGN, C | | |
0024 801-06203 180.000 LFT | 5.00000 900.00| 5.50000 990.00| 5.40000 972.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 1632.000 LFT | 1.40000 2284.80| 1.25000 2040.00| 1.25000 2040.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 26.000 EACH | 125.00000 3250.00| 150.00000 3900.00| 92.50000 2405.00
CONSTRUCTION SIGN, A | | |
0027 801-06710 10.000 DAY | 25.00000 250.00| 20.00000 200.00| 30.00000 300.00
FLASHING ARROW SIGN | | |
0028 801-06775 LUMP | 18300.00000 18300.00| 25000.00000 25000.00| 19900.00000 19900.00
MAINTAINING TRAFFIC | | |
0029 801-92448 60.000 DAY | 5.00000 300.00| 7.51000 450.60| 5.00000 300.00
CONSTRUCTION SIGNS, MOBILE | | |
0030 808-06712 2086.000 LFT | 0.11000 229.46| 0.15000 312.90| 0.12000 250.32
LINE, PAINT, BROKEN, YELLOW, 4 IN. , | | |
PERFORMANCE BASED TRAFFIC PAINT | | |
0031 808-06713 29040.000 LFT | 0.11000 3194.40| 0.15000 4356.00| 0.12000 3484.80
LINE, PAINT, SOLID, WHITE, 4 IN. , | | |
PERFORMANCE BASED TRAFFIC PAINT | | |
0032 808-06714 17741.000 LFT | 0.11000 1951.51| 0.15000 2661.15| 0.12000 2128.92
LINE, PAINT, SOLID, YELLOW, 4 IN. , | | |
PERFORMANCE BASED TRAFFIC PAINT | | |
0033 808-75996 9.000 EACH | 23.00000 207.00| 55.00000 495.00| 60.00000 540.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 9.000 EACH | 99.00000 891.00| 105.00000 945.00| 9.65000 86.85
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 369,933.64| $ 373,775.15| $ 458,949.99
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 369,933.64| $ 373,775.15| $ 458,949.99
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -4
TABULATION OF BIDS
ROUTE : 16
CALL ORDER : 221 CONTRACT ID : RS-30390-A COUNTIES : MIAMI
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0003 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 24000.00000 24000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 210-05873 LUMP | 1200.00000 1200.00| |
TESTING , RETROREFLECTIVITY | | |
0009 301-07448 1137.000 TON | 36.15000 41102.55| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0010 303-07449 559.000 TON | 38.49000 21515.91| |
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07490 5.000 TON | 102.61000 513.05| |
HMA PATCHING, TYPE B , FULL DEPTH | | |
0012 304-07490 189.000 TON | 99.10000 18729.90| |
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
0013 304-07491 232.000 TON | 104.98000 24355.36| |
HMA PATCHING, TYPE C , FULL DEPTH | | |
0014 306-08034 10396.000 SYS | 1.51000 15697.96| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0015 306-08043 4680.000 SYS | 1.02000 4773.60| |
MILLING, TRANSITION | | |
0016 306-08432 2480.000 SYS | 2.02000 5009.60| |
MILLING, APPROACH | | |
0017 402-07451 3468.000 TON | 64.11000 222333.48| |
HMA WEDGE AND LEVEL, TYPE B | | |
0018 402-07452 11.000 TON | 147.23000 1619.53| |
HMA WEDGE AND LEVEL, TYPE C | | |
0019 406-05520 15.000 TON | 10.00000 150.00| |
ASPHALT FOR TACK COAT | | |
0020 610-07486 742.000 TON | 86.98000 64539.16| |
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -5
TABULATION OF BIDS
ROUTE : 16
CALL ORDER : 221 CONTRACT ID : RS-30390-A COUNTIES : MIAMI
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 615-06527 3.000 EACH | 559.99000 1679.97| |
MONUMENT, SECTION CORNER | | |
0022 801-01093 4.000 EACH | 1000.00000 4000.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0023 801-03290 4.000 EACH | 105.00000 420.00| |
CONSTRUCTION SIGN, C | | |
0024 801-06203 180.000 LFT | 0.01000 1.80| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 1632.000 LFT | 0.01000 16.32| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 26.000 EACH | 85.00000 2210.00| |
CONSTRUCTION SIGN, A | | |
0027 801-06710 10.000 DAY | 25.00000 250.00| |
FLASHING ARROW SIGN | | |
0028 801-06775 LUMP | 29148.71000 29148.71| |
MAINTAINING TRAFFIC | | |
0029 801-92448 60.000 DAY | 3.73000 223.80| |
CONSTRUCTION SIGNS, MOBILE | | |
0030 808-06712 2086.000 LFT | 0.11000 229.46| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. , | | |
PERFORMANCE BASED TRAFFIC PAINT | | |
0031 808-06713 29040.000 LFT | 0.11000 3194.40| |
LINE, PAINT, SOLID, WHITE, 4 IN. , | | |
PERFORMANCE BASED TRAFFIC PAINT | | |
0032 808-06714 17741.000 LFT | 0.11000 1951.51| |
LINE, PAINT, SOLID, YELLOW, 4 IN. , | | |
PERFORMANCE BASED TRAFFIC PAINT | | |
0033 808-75996 9.000 EACH | 9.52000 85.68| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 9.000 EACH | 99.00000 891.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 489,846.75| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 489,846.75| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -1
VENDOR RANKING
CALL ORDER : 231 CONTRACT ID : B -29058-B COUNTIES : BOONE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3206001
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 626,054.00 100.0000%
2 35-1523985 WIRTZ & YATES, INC. $ 626,889.50 100.1335%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -2
TABULATION OF BIDS
ROUTE : 136
CALL ORDER : 231 CONTRACT ID : B -29058-B COUNTIES : BOONE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1523985 |( )
|CALUMET CIVIL CONTRACTORS, I |WIRTZ & YATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 9000.00000 9000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 150.00000 150.00| 250.00000 250.00|
RADIO | | |
0003 105-07038 9.000 MOS | 2000.00000 18000.00| 2000.00000 18000.00|
FIELD OFFICE, A | | |
0004 105-08520 1.000 EACH | 150.00000 150.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 9.000 MOS | 150.00000 1350.00| 200.00000 1800.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 9.000 MOS | 150.00000 1350.00| 200.00000 1800.00|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 18.000 MOS | 400.00000 7200.00| 200.00000 3600.00|
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 9.000 MOS | 150.00000 1350.00| 200.00000 1800.00|
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 110-01001 LUMP | 31000.00000 31000.00| 30000.00000 30000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 3250.00000 3250.00| 5000.00000 5000.00|
CLEARING RIGHT OF WAY | | |
0016 202-02189 1.000 EACH | 100.00000 100.00| 500.00000 500.00|
BRIDGE IDENTIFICATION MARKERS, REMOVE | | |
AND RESET | | |
0017 202-02241 415.000 LFT | 2.30000 954.50| 3.20000 1328.00|
GUARDRAIL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -3
TABULATION OF BIDS
ROUTE : 136
CALL ORDER : 231 CONTRACT ID : B -29058-B COUNTIES : BOONE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1523985 |( )
|CALUMET CIVIL CONTRACTORS, I |WIRTZ & YATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51330 LUMP | 15000.00000 15000.00| 38000.00000 38000.00|
PRESENT STRUCTURE, REMOVE | | |
0019 203-02000 254.000 CYS | 87.00000 22098.00| 12.00000 3048.00|
EXCAVATION, COMMON | | |
0020 205-06932 50.000 LFT | 13.45000 672.50| 17.00000 850.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06933 2.000 EACH | 100.00000 200.00| 500.00000 1000.00|
TEMPORARY DITCH INLET PROTECTION | | |
0022 207-08265 1347.900 SYS | 12.00000 16174.80| 10.00000 13479.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0023 211-02050 5.200 CYS | 24.00000 124.80| 25.00000 130.00|
B BORROW | | |
0024 211-09268 411.000 CYS | 80.00000 32880.00| 110.00000 45210.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0025 301-07448 552.000 TON | 28.00000 15456.00| 22.00000 12144.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 303-02051 100.000 TON | 38.00000 3800.00| 22.00000 2200.00|
STONE, NO 2 | | |
0027 306-08036 1808.000 SYS | 2.75000 4972.00| 3.00000 5424.00|
MILLING, ASPHALT, 2 IN. | | |
0028 306-08043 320.000 SYS | 7.45000 2384.00| 3.00000 960.00|
MILLING, TRANSITION | | |
0029 402-07433 257.600 TON | 71.51000 18420.98| 94.50000 24343.20|
HMA SURFACE, TYPE B | | |
0030 402-07438 399.100 TON | 60.62000 24193.44| 74.60000 29772.86|
HMA INTERMEDIATE, TYPE B | | |
0031 402-07441 472.200 TON | 48.75000 23019.75| 69.50000 32817.90|
HMA BASE, TYPE B | | |
0032 406-05520 1.610 TON | 125.00000 201.25| 250.00000 402.50|
ASPHALT FOR TACK COAT | | |
0033 601-01700 1.000 EACH | 1750.00000 1750.00| 2012.00000 2012.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0034 601-02800 4.000 EACH | 1000.00000 4000.00| 1150.00000 4600.00|
GUARDRAIL TRANSITION, TGT | | |
0035 601-08434 1.000 EACH | 800.00000 800.00| 1200.00000 1200.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0036 601-94689 3.000 EACH | 2150.00000 6450.00| 2472.00000 7416.00|
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -4
TABULATION OF BIDS
ROUTE : 136
CALL ORDER : 231 CONTRACT ID : B -29058-B COUNTIES : BOONE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1523985 |( )
|CALUMET CIVIL CONTRACTORS, I |WIRTZ & YATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 601-99105 525.000 LFT | 15.40000 8085.00| 17.71000 9297.75|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 610-07486 43.400 TON | 124.71000 5412.41| 141.00000 6119.40|
HMA FOR APPROACHES, TYPE A | | |
0039 611-06497 2.000 EACH | 175.00000 350.00| 225.00000 450.00|
MAILBOX ASSEMBLY, SINGLE | | |
0040 616-02320 400.000 SYS | 2.47000 988.00| 4.00000 1600.00|
GEOTEXTILES | | |
0041 616-05688 400.000 TON | 28.00000 11200.00| 40.00000 16000.00|
RIPRAP, CLASS 1 | | |
0042 621-01004 1.000 EACH | 225.00000 225.00| 350.00000 350.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06559 975.000 SYS | 6.00000 5850.00| 1.25000 1218.75|
MULCHED SEEDING, R | | |
0044 622-91786 85.000 EACH | 10.50000 892.50| 14.00000 1190.00|
SEEDLING | | |
0045 706-08352 66.000 LFT | 197.50000 13035.00| 217.25000 14338.50|
RAILING, CF-1 | | |
0046 715-05173 30.000 LFT | 57.85000 1735.50| 35.00000 1050.00|
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0047 715-06471 2.000 EACH | 575.00000 1150.00| 350.00000 700.00|
PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | |
0048 715-08243 41.500 LFT | 74.18000 3078.47| 50.00000 2075.00|
PIPE, TYPE 3, DEFORMED, MIN. AREA 3.3 | | |
SQ. FT. | | |
0049 715-46020 2.000 EACH | 515.45000 1030.90| 250.00000 500.00|
PIPE END SECTION, 24 IN. | | |
0050 723-08608 834.000 SFT | 78.00000 65052.00| 77.00000 64218.00|
WINGWALL | | |
0051 723-09333 50.400 LFT | 4625.00000 233100.00| 3742.85000 188639.64|
STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | |
X 128 IN. | | |
0052 801-04308 6.000 EACH | 250.00000 1500.00| 700.00000 4200.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06625 24.000 EACH | 45.00000 1080.00| 160.00000 3840.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 12.000 EACH | 200.00000 2400.00| 150.00000 1800.00|
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -5
TABULATION OF BIDS
ROUTE : 136
CALL ORDER : 231 CONTRACT ID : B -29058-B COUNTIES : BOONE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1523985 |( )
|CALUMET CIVIL CONTRACTORS, I |WIRTZ & YATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 801-06775 LUMP | 3099.70000 3099.70| 2000.00000 2000.00|
MAINTAINING TRAFFIC | | |
0056 801-07119 96.000 LFT | 10.00000 960.00| 35.00000 3360.00|
BARRICADE, III-B | | |
0057 808-06703 1776.000 LFT | 0.65000 1154.40| 1.00000 1776.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0058 808-75240 222.000 LFT | 0.65000 144.30| 1.00000 222.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0059 808-75245 1652.000 LFT | 0.65000 1073.80| 1.00000 1652.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0060 808-75996 20.000 EACH | 25.00000 500.00| 20.00000 400.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0061 808-75998 20.000 EACH | 50.00000 1000.00| 80.00000 1600.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 626,054.00| $ 626,889.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 626,054.00| $ 626,889.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -1
VENDOR RANKING
CALL ORDER : 241 CONTRACT ID : B -29288-B COUNTIES : BLACKFORD
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1325036
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 448,315.00 100.0000%
2 35-1817530 PIONEER ASSOCIATES, INC. $ 455,177.28 101.5307%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -2
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 241 CONTRACT ID : B -29288-B COUNTIES : BLACKFORD
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1817530 |( )
|CALUMET CIVIL CONTRACTORS, I |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 6200.00000 6200.00| 3500.00000 3500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 500.00000 500.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 100.00000 400.00| 140.00000 560.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 4.000 MOS | 350.00000 1400.00| 1900.00000 7600.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09291 4.000 MOS | 100.00000 400.00| 65.00000 260.00|
MOBILE BROADBAND ACCESS | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 22000.00000 22000.00| 21000.00000 21000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 4180.00000 4180.00| 4300.00000 4300.00|
CLEARING RIGHT OF WAY | | |
0013 202-02240 80.000 SYS | 17.00000 1360.00| 20.00000 1600.00|
PAVEMENT REMOVAL | | |
0014 202-02241 526.000 LFT | 4.25000 2235.50| 3.00000 1578.00|
GUARDRAIL, REMOVE | | |
0015 202-51330 LUMP | 34500.00000 34500.00| 47600.00000 47600.00|
PRESENT STRUCTURE, REMOVE | | |
0016 203-02000 105.000 CYS | 50.00000 5250.00| 100.00000 10500.00|
EXCAVATION, COMMON | | |
0017 203-02070 540.000 CYS | 30.00000 16200.00| 21.00000 11340.00|
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -3
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 241 CONTRACT ID : B -29288-B COUNTIES : BLACKFORD
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1817530 |( )
|CALUMET CIVIL CONTRACTORS, I |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06932 88.000 LFT | 12.50000 1100.00| 12.50000 1100.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0019 205-06937 627.000 LFT | 1.80000 1128.60| 3.00000 1881.00|
TEMPORARY SILT FENCE | | |
0020 207-08263 730.400 SYS | 15.00000 10956.00| 22.00000 16068.80|
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-02050 41.000 CYS | 50.00000 2050.00| 50.00000 2050.00|
B BORROW | | |
0022 211-09268 500.000 CYS | 102.00000 51000.00| 87.00000 43500.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0023 303-01180 261.000 TON | 33.00000 8613.00| 23.00000 6003.00|
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 560.000 SYS | 9.00000 5040.00| 6.00000 3360.00|
MILLING, TRANSITION | | |
0025 402-07434 147.000 TON | 72.00000 10584.00| 71.00000 10437.00|
HMA SURFACE, TYPE C | | |
0026 402-07439 178.000 TON | 61.00000 10858.00| 60.00000 10680.00|
HMA INTERMEDIATE, TYPE C | | |
0027 402-07442 207.000 TON | 60.00000 12420.00| 60.00000 12420.00|
HMA BASE, TYPE C | | |
0028 406-05520 0.760 TON | 300.00000 228.00| 300.00000 228.00|
ASPHALT FOR TACK COAT | | |
0029 601-06854 2.000 EACH | 2675.00000 5350.00| 2675.00000 5350.00|
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 4.000 EACH | 2325.00000 9300.00| 3000.00000 12000.00|
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 87.500 LFT | 18.00000 1575.00| 18.00000 1575.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 615-06490 8.000 EACH | 120.00000 960.00| 120.00000 960.00|
RIGHT OF WAY MARKER | | |
0033 615-06500 3.000 EACH | 640.00000 1920.00| 640.00000 1920.00|
MONUMENT, A | | |
0034 616-02320 272.000 SYS | 11.00000 2992.00| 3.00000 816.00|
GEOTEXTILES | | |
0035 616-05688 293.000 TON | 44.00000 12892.00| 56.00000 16408.00|
RIPRAP, CLASS 1 | | |
0036 621-01004 1.000 EACH | 474.70000 474.70| 475.00000 475.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -4
TABULATION OF BIDS
ROUTE : 18
CALL ORDER : 241 CONTRACT ID : B -29288-B COUNTIES : BLACKFORD
LETTING DATE : 04/23/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1817530 |( )
|CALUMET CIVIL CONTRACTORS, I |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 621-06559 1032.000 SYS | 0.95000 980.40| 0.94000 970.08|
MULCHED SEEDING, R | | |
0038 723-06660 99.000 SYS | 550.00000 54450.00| 840.00000 83160.00|
WINGWALL | | |
0039 723-07593 50.000 LFT | 2700.00000 135000.00| 2040.00000 102000.00|
STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | |
X 124 IN. | | |
0040 801-04308 4.000 EACH | 300.00000 1200.00| 200.00000 800.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0041 801-06625 30.000 EACH | 75.00000 2250.00| 49.50000 1485.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0042 801-06640 16.000 EACH | 98.00000 1568.00| 98.50000 1576.00|
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 6115.00000 6115.00| 4800.00000 4800.00|
MAINTAINING TRAFFIC | | |
0044 801-07118 48.000 LFT | 7.50000 360.00| 4.25000 204.00|
BARRICADE, III-A | | |
0045 801-07119 48.000 LFT | 8.00000 384.00| 5.10000 244.80|
BARRICADE, III-B | | |
0046 808-06703 936.000 LFT | 0.65000 608.40| 0.80000 748.80|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0047 808-75245 936.000 LFT | 0.65000 608.40| 0.80000 748.80|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0048 808-75996 12.000 EACH | 17.75000 213.00| 10.00000 120.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0049 808-75998 11.000 EACH | 46.00000 506.00| 95.00000 1045.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 448,315.00| $ 455,177.28| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 448,315.00| $ 455,177.28| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 251 -1
VENDOR RANKING
CALL ORDER : 251 CONTRACT ID : M -30018-C COUNTIES : TIPTON
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 08/20/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710652
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-0908125 STRAWSER INC $ 217,290.24 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 251 -2
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 251 CONTRACT ID : M -30018-C COUNTIES : TIPTON
LETTING DATE : 04/23/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0908125 |( ) |( )
|STRAWSER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT, OTHER
| | |
0001 105-06845 LUMP | 800.00000 800.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 1.000 MOS | 750.00000 750.00| |
FIELD OFFICE, A | | |
0003 105-09198 1.000 MOS | 500.00000 500.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 1.000 MOS | 200.00000 200.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 17284.00000 17284.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 304-07490 352.000 TON | 215.00000 75680.00| |
HMA PATCHING, TYPE B | | |
0011 306-08043 762.000 SYS | 11.55000 8801.10| |
MILLING, TRANSITION | | |
0012 411-08438 9929.000 SYS | 8.56000 84992.24| |
MICRO-SURFACING, WARRANTED | | |
0013 801-03290 2.000 EACH | 165.00000 330.00| |
CONSTRUCTION SIGN, C | | |
0014 801-06640 19.000 EACH | 143.00000 2717.00| |
CONSTRUCTION SIGN, A | | |
0015 801-06775 LUMP | 18506.00000 18506.00| |
MAINTAINING TRAFFIC | | |
0016 808-06703 360.000 LFT | 0.45000 162.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0017 808-75245 3826.000 LFT | 0.45000 1721.70| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 251 -3
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 251 CONTRACT ID : M -30018-C COUNTIES : TIPTON
LETTING DATE : 04/23/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0908125 |( ) |( )
|STRAWSER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 808-75297 96.000 LFT | 11.00000 1056.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0019 808-75300 742.000 LFT | 1.10000 816.20| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0020 808-75320 3.000 EACH | 110.00000 330.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0021 808-75998 48.000 EACH | 55.00000 2640.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 217,290.24| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 217,290.24| $ 455,177.28| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -1
VENDOR RANKING
CALL ORDER : 261 CONTRACT ID : M -30019-C COUNTIES : FAYETTE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710653
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-0908125 STRAWSER INC $ 109,756.44 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -2
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 261 CONTRACT ID : M -30019-C COUNTIES : FAYETTE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0908125 |( ) |( )
|STRAWSER 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 | 500.00000 500.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-09198 4.000 MOS | 500.00000 2000.00| |
LAPTOP COMPUTER SYSTEM | | |
0003 105-09199 4.000 MOS | 200.00000 800.00| |
FIELD OFFICE INTERNET SERVICE | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 14060.00000 14060.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 304-07490 50.000 TON | 290.00000 14500.00| |
HMA PATCHING, TYPE B | | |
0010 411-08438 5464.000 SYS | 9.21000 50323.44| |
MICRO-SURFACING, WARRANTED | | |
0011 801-03290 2.000 EACH | 165.00000 330.00| |
CONSTRUCTION SIGN, C | | |
0012 801-06207 115.000 LFT | 2.00000 230.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0013 801-06640 10.000 EACH | 140.00000 1400.00| |
CONSTRUCTION SIGN, A | | |
0014 801-06775 LUMP | 20473.00000 20473.00| |
MAINTAINING TRAFFIC | | |
0015 808-75245 2290.000 LFT | 0.80000 1832.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0016 808-75297 136.000 LFT | 11.00000 1496.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -3
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 261 CONTRACT ID : M -30019-C COUNTIES : FAYETTE
LETTING DATE : 04/23/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0908125 |( ) |( )
|STRAWSER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 808-75300 576.000 LFT | 1.75000 1008.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0018 808-75340 2.000 EACH | 400.00000 800.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
SECTION TOTALS | $ 109,756.44| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 109,756.44| $ 455,177.28| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -1
VENDOR RANKING
CALL ORDER : 321 CONTRACT ID : TM-30085-B COUNTIES : VARIOUS
LETTING DATE : 04/23/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 05/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710668
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1710202 SIGNAL CONSTRUCTION, INC. $ 116,854.00 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC $ 127,964.00 109.5076%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 321 CONTRACT ID : TM-30085-B COUNTIES : VARIOUS
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1710202 |( 2 ) 35-1262778 |( )
|SIGNAL CONSTRUCTION, INC. |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MAINTENANCE
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 202-52710 10.000 SYS | 30.00000 300.00| 85.00000 850.00|
SIDEWALK, CONCRETE, REMOVE | | |
0006 604-06070 10.000 SYS | 80.00000 800.00| 110.00000 1100.00|
SIDEWALK, CONCRETE | | |
0007 801-03290 4.000 EACH | 450.00000 1800.00| 550.00000 2200.00|
CONSTRUCTION SIGN, C | | |
0008 801-06775 LUMP | 6200.00000 6200.00| 11230.00000 11230.00|
MAINTAINING TRAFFIC | | |
0009 805-01842 2.000 EACH | 950.00000 1900.00| 1120.00000 2240.00|
HANDHOLE, SIGNAL | | |
0010 805-01843 2.000 EACH | 300.00000 600.00| 365.00000 730.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0011 805-06592 50.000 LFT | 30.00000 1500.00| 56.00000 2800.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0012 805-06897 7500.000 LFT | 2.50000 18750.00| 1.25000 9375.00|
SIGNAL CABLE DETECTOR, LEAD IN | | |
0013 805-07212 5.000 EACH | 275.00000 1375.00| 85.00000 425.00|
SPLICE KIT, SPIDER | | |
0014 805-07214 5.000 EACH | 155.00000 775.00| 300.00000 1500.00|
CONNECTOR, ST | | |
0015 805-78415 2.000 EACH | 1900.00000 3800.00| 1340.00000 2680.00|
SPAN, CATENARY, AND TETHER | | |
0016 805-78746 160.000 LFT | 20.00000 3200.00| 8.00000 1280.00|
PREFORMED LOOP DETECTORS | | |
0017 805-78785 10.000 EACH | 800.00000 8000.00| 1052.00000 10520.00|
SIGNAL DETECTOR HOUSING | | |
0018 805-78795 7500.000 LFT | 8.50000 63750.00| 10.50000 78750.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 321 CONTRACT ID : TM-30085-B COUNTIES : VARIOUS
LETTING DATE : 04/23/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1710202 |( 2 ) 35-1262778 |( )
|SIGNAL CONSTRUCTION, INC. |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 805-92951 3.000 EACH | 200.00000 600.00| 385.00000 1155.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0020 805-94971 500.000 LFT | 7.00000 3500.00| 2.25000 1125.00|
FIBER OPTICS CABLE | | |
SECTION TOTALS | $ 116,854.00| $ 127,964.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 116,854.00| $ 127,964.00| $
====================================================================================================================================