INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 150 -1
VENDOR RANKING
CALL ORDER : 150 CONTRACT ID : R -26456-C COUNTIES : POSEY
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 10/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0062006
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057095 BLANKENBERGER BROTHERS INC $ 998,475.00 100.0000%
2 35-1878024 RAGLE, INC. $ 1,019,080.60 102.0637%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 150 -2
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 150 CONTRACT ID : R -26456-C COUNTIES : POSEY
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( )
|BLANKENBERGER BROTHERS INC |RAGLE, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-01998 20.000 MOS | 300.00000 6000.00| 150.00000 3000.00|
LAPTOP COMPUTER SYSTEM | | |
0002 105-06845 LUMP | 6000.00000 6000.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING | | |
0003 105-07039 10.000 MOS | 1800.00000 18000.00| 750.00000 7500.00|
FIELD OFFICE, B | | |
0004 105-08520 2.000 EACH | 140.00000 280.00| 100.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 20.000 MOS | 80.00000 1600.00| 60.00000 1200.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 105-09199 10.000 MOS | 100.00000 1000.00| 60.00000 600.00|
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 109-08443 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 | 25150.00000 25150.00| 50000.00000 50000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 47500.00000 47500.00| 10000.00000 10000.00|
CLEARING RIGHT OF WAY | | |
0014 202-02286 1.000 EACH | 10650.00000 10650.00| 48725.00000 48725.00|
PRESENT STRUCTURE, REMOVE | | |
0015 202-03000 LUMP | 17500.00000 17500.00| 500.00000 500.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
3SB | | |
0016 202-03000 LUMP | 1582.20000 1582.20| 4500.00000 4500.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 150 -3
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 150 CONTRACT ID : R -26456-C COUNTIES : POSEY
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( )
|BLANKENBERGER BROTHERS INC |RAGLE, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06937 150.000 m | 7.25000 1087.50| 7.25000 1087.50|
TEMPORARY SILT FENCE | | |
0019 206-93520 150.000 m2 | 420.00000 63000.00| 100.00000 15000.00|
TEMPORARY SHEET PILING | | |
0020 207-08263 1596.000 m2 | 8.50000 13566.00| 18.00000 28728.00|
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 111.000 m2 | 19.50000 2164.50| 12.00000 1332.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-02050 252.000 m3 | 50.00000 12600.00| 70.00000 17640.00|
B BORROW | | |
0023 211-07454 2031.000 m3 | 25.00000 50775.00| 40.00000 81240.00|
STRUCTURE BACKFILL | | |
0024 303-01180 140.000 Mg | 25.00000 3500.00| 20.00000 2800.00|
COMPACTED AGGREGATE, NO. 53 | | |
0025 402-07434 114.000 Mg | 130.00000 14820.00| 122.00000 13908.00|
HMA SURFACE, TYPE C | | |
0026 402-07439 190.000 Mg | 81.00000 15390.00| 83.00000 15770.00|
HMA INTERMEDIATE, TYPE C | | |
0027 402-07442 1013.000 Mg | 73.00000 73949.00| 67.00000 67871.00|
HMA BASE, TYPE C | | |
0028 406-05520 1.100 Mg | 400.00000 440.00| 500.00000 550.00|
ASPHALT FOR TACK COAT | | |
0029 604-07902 18.300 m2 | 145.00000 2653.50| 110.00000 2013.00|
CURB RAMP, CONCRETE, H | | |
0030 604-91531 306.000 m2 | 27.95000 8552.70| 32.00000 9792.00|
SIDEWALK, CONCRETE, 100 mm | | |
0031 605-06150 178.000 m | 43.50000 7743.00| 55.00000 9790.00|
CURB AND GUTTER, C, CONCRETE | | |
0032 605-96305 31.000 m | 43.50000 1348.50| 60.00000 1860.00|
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0033 610-07712 111.000 m2 | 38.50000 4273.50| 42.50000 4717.50|
PCCP FOR APPROACHES, 150 mm | | |
0034 615-06490 11.000 EACH | 115.00000 1265.00| 115.00000 1265.00|
RIGHT OF WAY MARKER | | |
0035 615-06505 2.000 EACH | 495.00000 990.00| 495.00000 990.00|
MONUMENT, B | | |
0036 616-02320 614.000 m2 | 3.00000 1842.00| 2.00000 1228.00|
GEOTEXTILES | | |
0037 616-05689 178.000 Mg | 26.50000 4717.00| 35.00000 6230.00|
RIPRAP, CLASS 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 150 -4
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 150 CONTRACT ID : R -26456-C COUNTIES : POSEY
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( )
|BLANKENBERGER BROTHERS INC |RAGLE, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 616-06405 184.000 Mg | 25.75000 4738.00| 35.00000 6440.00|
RIPRAP, REVETMENT | | |
0039 621-01004 2.000 EACH | 690.00000 1380.00| 690.00000 1380.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06560 3035.000 m2 | 0.88000 2670.80| 0.88000 2670.80|
MULCHED SEEDING, U | | |
0041 621-06574 25.000 m2 | 63.50000 1587.50| 63.50000 1587.50|
SODDING | | |
0042 622-91786 130.000 EACH | 10.00000 1300.00| 10.00000 1300.00|
SEEDLING | | |
0043 702-90915 1.000 m3 | 1300.00000 1300.00| 300.00000 300.00|
CONCRETE, A | | |
0044 714-03437 59.250 m2 | 920.00000 54510.00| 700.00000 41475.00|
WINGWALL, PRECAST, REINFORCED CONCRETE | | |
0045 714-06572 57.600 m | 6250.00000 360000.00| 6000.00000 345600.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 4800 mm X 2400 mm | | |
0046 715-05149 25.800 m | 237.00000 6114.60| 130.00000 3354.00|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0047 715-05152 148.000 m | 135.00000 19980.00| 140.00000 20720.00|
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0048 715-05154 43.500 m | 140.00000 6090.00| 160.00000 6960.00|
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0049 720-45045 5.000 EACH | 1500.00000 7500.00| 2100.00000 10500.00|
INLET, J10 | | |
0050 720-45410 9.000 EACH | 1800.00000 16200.00| 3500.00000 31500.00|
MANHOLE, C4 | | |
0051 720-98174 2.000 EACH | 2125.00000 4250.00| 2500.00000 5000.00|
INLET, B15 | | |
0052 801-01851 LUMP | 25200.00000 25200.00| 50000.00000 50000.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0053 801-03290 2.000 EACH | 295.00000 590.00| 295.00000 590.00|
CONSTRUCTION SIGN, C | | |
0054 801-04308 6.000 EACH | 395.00000 2370.00| 395.00000 2370.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0055 801-06207 965.000 m | 3.25000 3136.25| 3.25000 3136.25|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 150 -5
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 150 CONTRACT ID : R -26456-C COUNTIES : POSEY
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057095 |( 2 ) 35-1878024 |( )
|BLANKENBERGER BROTHERS INC |RAGLE, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06640 18.000 EACH | 125.00000 2250.00| 125.00000 2250.00|
CONSTRUCTION SIGN, A | | |
0057 801-06645 6.000 EACH | 50.00000 300.00| 50.00000 300.00|
CONSTRUCTION SIGN, B | | |
0058 801-06775 LUMP | 8500.00000 8500.00| 9500.00000 9500.00|
MAINTAINING TRAFFIC | | |
0059 801-07023 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00|
ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | |
0060 801-07119 55.000 m | 82.19000 4520.45| 82.19000 4520.45|
BARRICADE, III-B | | |
0061 801-07612 14.400 m | 18.00000 259.20| 18.00000 259.20|
TEMPORARY PAVEMENT MARKING, 600 mm , | | |
STOP LINE | | |
0062 801-08401 100.000 m | 67.00000 6700.00| 100.00000 10000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0063 801-08508 45.000 m | 75.00000 3375.00| 115.00000 5175.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0064 802-02158 2.000 EACH | 225.00000 450.00| 100.00000 200.00|
SIGN, PANEL, REMOVE AND REINSTALL | | |
0065 808-06716 900.000 m | 2.00000 1800.00| 2.00000 1800.00|
LINE, REMOVE | | |
0066 808-75240 56.000 m | 1.38000 77.28| 1.38000 77.28|
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0067 808-75245 224.000 m | 1.38000 309.12| 1.38000 309.12|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0068 808-75320 2.000 EACH | 70.00000 140.00| 70.00000 140.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0069 808-75325 2.000 EACH | 75.00000 150.00| 75.00000 150.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0070 202-02240 1245.000 m2 | 11.42000 14217.90| 8.00000 9960.00|
PAVEMENT REMOVAL | | |
0071 203-02055 1223.000 m3 | 11.50000 14064.50| 18.00000 22014.00|
EMBANKMENT | | |
SECTION TOTALS | $ 998,475.00| $ 1,019,080.60| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 998,475.00| $ 1,019,080.60| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 170 -1
VENDOR RANKING
CALL ORDER : 170 CONTRACT ID : R -28834-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0182011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 627,835.00 100.0000%
2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 629,223.59 100.2212%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 170 -2
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 170 CONTRACT ID : R -28834-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 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
| | |
0001 105-06845 LUMP | 17000.00000 17000.00| 23180.00000 23180.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1950.00000 23400.00| 1425.00000 17100.00|
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 190.00000 380.00| 53.50000 107.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 24.000 MOS | 75.00000 1800.00| 106.00000 2544.00|
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 | 297.00000 7128.00| 105.00000 2520.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 100.00000 1200.00| 53.50000 642.00|
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 109-08443 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 | 31300.00000 31300.00| 31000.00000 31000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 10100.00000 10100.00| 10100.00000 10100.00|
CLEARING RIGHT OF WAY | | |
0014 202-02271 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00|
HEADWALL, REMOVE | | |
0015 202-91385 3.000 EACH | 725.00000 2175.00| 725.00000 2175.00|
INLET, REMOVE | | |
0016 202-96133 273.600 m | 34.25000 9370.80| 34.25000 9370.80|
PIPE, REMOVE | | |
0017 203-02000 2385.000 m3 | 18.50000 44122.50| 18.50000 44122.50|
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 170 -3
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 170 CONTRACT ID : R -28834-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-03371 70.000 m3 | 14.00000 980.00| 14.00000 980.00|
SEDIMENT REMOVE | | |
0019 205-06931 12.100 Mg | 40.50000 490.05| 40.50000 490.05|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06933 26.000 EACH | 115.00000 2990.00| 123.00000 3198.00|
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06936 14.400 Mg | 34.00000 489.60| 34.00000 489.60|
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 116.000 m | 10.00000 1160.00| 5.30000 614.80|
TEMPORARY SILT FENCE | | |
0023 207-08268 2309.000 m2 | 16.50000 38098.50| 16.50000 38098.50|
SUBGRADE TREATMENT, TYPE IV | | |
0024 211-07454 125.200 m3 | 29.50000 3693.40| 29.50000 3693.40|
STRUCTURE BACKFILL | | |
0025 213-08058 14.500 m3 | 168.00000 2436.00| 168.00000 2436.00|
FLOWABLE BACKFILL | | |
0026 301-07448 1114.100 Mg | 27.80000 30971.98| 27.80000 30971.98|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08043 259.200 m2 | 12.00000 3110.40| 9.50000 2462.40|
MILLING, TRANSITION | | |
0028 402-07433 412.000 Mg | 73.00000 30076.00| 78.00000 32136.00|
HMA SURFACE, TYPE B | | |
0029 402-07438 111.800 Mg | 85.00000 9503.00| 91.00000 10173.80|
HMA INTERMEDIATE, TYPE B | | |
0030 402-07440 134.000 Mg | 74.50000 9983.00| 79.75000 10686.50|
HMA BASE, TYPE A | | |
0031 402-07441 373.800 Mg | 78.50000 29343.30| 84.00000 31399.20|
HMA BASE, TYPE B | | |
0032 402-07451 553.900 Mg | 65.00000 36003.50| 69.50000 38496.05|
HMA WEDGE AND LEVEL, TYPE B | | |
0033 406-05520 2.900 Mg | 402.00000 1165.80| 430.00000 1247.00|
ASPHALT FOR TACK COAT | | |
0034 601-61390 2.000 EACH | 75.00000 150.00| 80.00000 160.00|
GUARDRAIL TERMINAL END SECTION, CURVED, | | |
SINGLE FACE, GALVANIZED | | |
0035 601-99105 5.715 m | 70.00000 400.05| 75.00000 428.63|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0036 610-07486 358.200 Mg | 115.00000 41193.00| 123.00000 44058.60|
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 170 -4
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 170 CONTRACT ID : R -28834-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 610-07712 115.800 m2 | 42.00000 4863.60| 42.00000 4863.60|
PCCP FOR APPROACHES, 150 mm | | |
0038 611-06497 6.000 EACH | 195.00000 1170.00| 210.00000 1260.00|
MAILBOX ASSEMBLY, SINGLE | | |
0039 611-06498 2.000 EACH | 275.00000 550.00| 295.00000 590.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0040 615-06490 17.000 EACH | 129.00000 2193.00| 138.00000 2346.00|
RIGHT OF WAY MARKER | | |
0041 615-06505 11.000 EACH | 610.00000 6710.00| 655.00000 7205.00|
MONUMENT, B | | |
0042 616-02320 36.000 m2 | 3.60000 129.60| 3.60000 129.60|
GEOTEXTILES | | |
0043 616-06405 43.200 Mg | 52.50000 2268.00| 52.50000 2268.00|
RIPRAP, REVETMENT | | |
0044 621-06574 3970.000 m2 | 3.25000 12902.50| 3.50000 13895.00|
SODDING | | |
0046 715-05149 181.200 m | 85.10000 15420.12| 85.10000 15420.12|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0047 715-05151 76.100 m | 95.00000 7229.50| 95.00000 7229.50|
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0048 715-05152 107.800 m | 119.00000 12828.20| 119.00000 12828.20|
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0049 715-05153 37.600 m | 143.00000 5376.80| 143.00000 5376.80|
PIPE, TYPE 2, CIRCULAR, 525 mm | | |
0050 715-05169 55.000 m | 102.00000 5610.00| 102.00000 5610.00|
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0051 715-05327 78.500 m | 202.50000 15896.25| 202.50000 15896.25|
PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | |
m2 | | |
0052 715-05331 34.500 m | 210.00000 7245.00| 210.00000 7245.00|
PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | |
m2 | | |
0053 715-05950 1.000 EACH | 6920.00000 6920.00| 6920.00000 6920.00|
GRATED BOX END SECTION, II, 6:1, 800 mm | | |
X 500 mm | | |
0054 715-26799 1.000 EACH | 4415.00000 4415.00| 4415.00000 4415.00|
GRATED BOX END SECTION, I, 4:1, 525 mm | | |
x 375 mm | | |
0055 715-46005 8.000 EACH | 430.00000 3440.00| 430.00000 3440.00|
PIPE END SECTION, 375 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 170 -5
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 170 CONTRACT ID : R -28834-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 720-44000 4.000 EACH | 885.00000 3540.00| 885.00000 3540.00|
CASTING, ADJUST TO GRADE | | |
0057 720-45130 3.000 EACH | 1925.00000 5775.00| 1925.00000 5775.00|
INLET, E7, MODIFIED | | |
0058 720-45135 14.000 EACH | 2025.00000 28350.00| 2025.00000 28350.00|
INLET, F7, MODIFIED | | |
0059 720-45410 1.000 EACH | 2680.00000 2680.00| 2680.00000 2680.00|
MANHOLE, C4 | | |
0060 720-94612 1.000 EACH | 3690.00000 3690.00| 3690.00000 3690.00|
MANHOLE, K4 | | |
0061 720-95310 7.000 EACH | 3520.00000 24640.00| 3520.00000 24640.00|
INLET, P12A, MODIFIED | | |
0062 801-03290 2.000 EACH | 195.00000 390.00| 210.00000 420.00|
CONSTRUCTION SIGN, C | | |
0063 801-06203 1324.000 m | 1.25000 1655.00| 1.30000 1721.20|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0064 801-06207 993.000 m | 4.25000 4220.25| 3.70000 3674.10|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0065 801-06640 14.000 EACH | 195.00000 2730.00| 210.00000 2940.00|
CONSTRUCTION SIGN, A | | |
0066 801-06775 LUMP | 29693.60000 29693.60| 22500.00000 22500.00|
MAINTAINING TRAFFIC | | |
0067 802-05701 16.850 m | 46.50000 783.53| 49.75000 838.29|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0068 802-05702 6.100 m | 30.50000 186.05| 32.60000 198.86|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0069 802-76025 2.589 m2 | 266.00000 688.67| 285.00000 737.87|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0070 802-76045 1.013 m2 | 215.00000 217.80| 230.00000 232.99|
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0071 808-06703 895.000 m | 1.20000 1074.00| 1.30000 1163.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0072 808-06716 993.000 m | 1.25000 1241.25| 1.30000 1290.90|
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 170 -6
TABULATION OF BIDS
ROUTE : SR 64
CALL ORDER : 170 CONTRACT ID : R -28834-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0073 808-75245 817.000 m | 1.20000 980.40| 1.30000 1062.10|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0074 808-75297 4.300 m | 105.00000 451.50| 112.00000 481.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0075 808-75996 28.000 EACH | 20.00000 560.00| 81.25000 2275.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0076 808-75998 33.000 EACH | 38.00000 1254.00| 40.60000 1339.80|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0077 303-02051 50.000 Mg | 29.75000 1487.50| 29.75000 1487.50|
STONE, 2 | | |
0078 715-08305 16.000 Mg | 235.00000 3760.00| 235.00000 3760.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
SECTION TOTALS | $ 627,835.00| $ 629,223.59| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 627,835.00| $ 629,223.59| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -1
VENDOR RANKING
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 07/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945046
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 9,991,334.02 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 10,103,595.00 101.1236%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -2
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 32500.00000 32500.00| 150000.00000 150000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07040 18.000 MOS | 2500.00000 45000.00| 3000.00000 54000.00|
FIELD OFFICE, C | | |
0003 105-09198 36.000 MOS | 475.00000 17100.00| 300.00000 10800.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 18.000 MOS | 225.00000 4050.00| 120.00000 2160.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
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 110-01001 LUMP | 498750.00000 498750.00| 505093.98000 505093.98|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 150000.00000 150000.00| 270615.54000 270615.54|
CLEARING RIGHT OF WAY | | |
0012 202-02240 8098.000 m2 | 13.00000 105274.00| 14.98000 121308.04|
PAVEMENT REMOVAL | | |
0013 202-02273 273.000 m2 | 10.00000 2730.00| 26.31000 7182.63|
CENTER CURB, CONCRETE, REMOVE | | |
0014 202-02274 144.000 m | 30.00000 4320.00| 19.73000 2841.12|
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0015 202-02279 3052.000 m | 20.00000 61040.00| 24.60000 75079.20|
CURB AND GUTTER, REMOVE | | |
0016 202-04089 35.000 EACH | 32.00000 1120.00| 32.00000 1120.00|
SIGN, SHEET, REMOVE | | |
0017 202-52710 4549.000 m2 | 7.50000 34117.50| 11.35000 51631.15|
SIDEWALK, CONCRETE, REMOVE | | |
0018 202-91385 32.000 EACH | 100.00000 3200.00| 100.00000 3200.00|
INLET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -3
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-91840 59.000 m | 35.00000 2065.00| 16.40000 967.60|
FENCE, CHAIN LINK, REMOVE | | |
0020 202-93047 21.000 EACH | 250.00000 5250.00| 250.00000 5250.00|
MANHOLE, REMOVE | | |
0022 202-96133 1685.000 m | 4.00000 6740.00| 4.00000 6740.00|
PIPE, REMOVE | | |
0023 202-96632 3.000 EACH | 2320.00000 6960.00| 2320.00000 6960.00|
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0024 203-02000 18460.000 m3 | 28.00000 516880.00| 32.00000 590720.00|
EXCAVATION, COMMON | | |
0025 203-95673 917.000 m3 | 27.50000 25217.50| 56.76000 52048.92|
BACKFILL, GRANULAR , COMPACTED | | |
0026 207-08264 47987.000 m2 | 4.50000 215941.50| 1.60000 76779.20|
SUBGRADE TREATMENT, TYPE II | | |
0027 210-05815 1.000 EACH | 621.00000 621.00| 621.00000 621.00|
LIGHTING , CONTROL CABINET FOUNDATION | | |
0028 211-07454 17754.000 m3 | 0.01000 177.54| 0.01000 177.54|
STRUCTURE BACKFILL | | |
0029 301-07448 2436.000 Mg | 33.00000 80388.00| 60.69000 147840.84|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 306-08034 6331.000 m2 | 3.00000 18993.00| 3.00000 18993.00|
MILLING, ASPHALT, 38 mm | | |
0034 402-07432 167.000 Mg | 110.00000 18370.00| 86.66000 14472.22|
HMA SURFACE, TYPE A | | |
0035 402-07433 415.000 Mg | 95.00000 39425.00| 80.79000 33527.85|
HMA SURFACE, TYPE B | | |
0036 402-07435 278.000 Mg | 90.00000 25020.00| 70.02000 19465.56|
HMA INTERMEDIATE, TYPE A | | |
0037 402-07441 462.000 Mg | 90.00000 41580.00| 59.30000 27396.60|
HMA BASE, TYPE B | | |
0038 406-05520 42.000 Mg | 1200.00000 50400.00| 717.31000 30127.02|
ASPHALT FOR TACK COAT | | |
0039 601-95434 7.000 m | 1980.00000 13860.00| 1980.00000 13860.00|
HANDRAIL, STEEL PIPE, 37.5 mm | | |
0040 604-06070 4421.000 m2 | 58.00000 256418.00| 57.07000 252306.47|
SIDEWALK, CONCRETE | | |
0041 604-07894 8.000 m2 | 180.00000 1440.00| 148.57000 1188.56|
CURB RAMP, CONCRETE, A | | |
0042 604-07897 339.000 m2 | 180.00000 61020.00| 183.39000 62169.21|
CURB RAMP, CONCRETE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -4
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0043 604-07900 68.000 m2 | 180.00000 12240.00| 140.55000 9557.40|
CURB RAMP, CONCRETE, F | | |
0044 604-07901 32.000 m2 | 180.00000 5760.00| 253.84000 8122.88|
CURB RAMP, CONCRETE, G | | |
0045 604-07902 53.000 m2 | 180.00000 9540.00| 165.95000 8795.35|
CURB RAMP, CONCRETE, H | | |
0046 604-44251 2.000 m3 | 2700.00000 5400.00| 3100.00000 6200.00|
STEPS, CONCRETE | | |
0047 604-91531 193.000 m2 | 70.00000 13510.00| 86.15000 16626.95|
SIDEWALK, CONCRETE, 100 mm | | |
0048 605-06120 551.000 m | 70.00000 38570.00| 58.27000 32106.77|
CURB, CONCRETE | | |
0049 605-06150 2769.000 m | 85.00000 235365.00| 63.26000 175166.94|
CURB AND GUTTER, C, CONCRETE | | |
0050 605-96305 656.000 m | 85.00000 55760.00| 51.07000 33501.92|
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0051 610-07712 1727.000 m2 | 72.00000 124344.00| 59.00000 101893.00|
PCCP FOR APPROACHES, 150 mm | | |
0052 610-08462 362.000 m2 | 95.00000 34390.00| 59.70000 21611.40|
PCCP FPR APPROACHES, 200 mm | | |
0053 615-06505 11.000 EACH | 675.00000 7425.00| 675.00000 7425.00|
MONUMENT, B | | |
0054 621-01004 1.000 EACH | 450.00000 450.00| 450.00000 450.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-06560 1610.000 m2 | 0.95000 1529.50| 0.95000 1529.50|
MULCHED SEEDING, U | | |
0056 621-06575 7961.000 m2 | 3.74000 29774.14| 3.74000 29774.14|
SODDING, NURSERY | | |
0057 714-44240 8.000 m3 | 1400.00000 11200.00| 750.00000 6000.00|
CONCRETE, A, STRUCTURES | | |
0058 715-03025 10.000 EACH | 6500.00000 65000.00| 6500.00000 65000.00|
SANITARY MANHOLE | | |
0059 715-05024 187.000 m | 560.00000 104720.00| 560.00000 104720.00|
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0061 715-05146 4.000 m | 170.00000 680.00| 170.00000 680.00|
PIPE, TYPE 2, CIRCULAR, 150 mm | | |
0062 715-05148 8.000 m | 225.00000 1800.00| 225.00000 1800.00|
PIPE, TYPE 2, CIRCULAR, 250 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -5
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 715-05149 1973.000 m | 125.00000 246625.00| 125.00000 246625.00|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0064 715-05151 227.000 m | 150.00000 34050.00| 150.00000 34050.00|
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0065 715-05153 64.000 m | 315.00000 20160.00| 315.00000 20160.00|
PIPE, TYPE 2, CIRCULAR, 525 mm | | |
0066 715-05154 310.000 m | 325.00000 100750.00| 325.00000 100750.00|
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0067 715-05156 680.000 m | 500.00000 340000.00| 500.00000 340000.00|
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0068 715-05159 190.000 m | 580.00000 110200.00| 580.00000 110200.00|
PIPE, TYPE 2, CIRCULAR, 1050 mm | | |
0069 715-05161 174.000 m | 1200.00000 208800.00| 1200.00000 208800.00|
PIPE, TYPE 2, CIRCULAR, 1200 mm | | |
0070 715-05162 184.000 m | 1240.00000 228160.00| 1240.00000 228160.00|
PIPE, TYPE 2, CIRCULAR, 1350 mm | | |
0071 715-05408 17.000 m | 200.00000 3400.00| 200.00000 3400.00|
PIPE, SANITARY SEWER, 200 mm | | |
0072 715-05409 12.000 m | 200.00000 2400.00| 200.00000 2400.00|
PIPE, SANITARY SEWER, 250 mm | | |
0073 715-05411 17.000 m | 350.00000 5950.00| 350.00000 5950.00|
PIPE, SANITARY SEWER, 300 mm | | |
0074 715-05412 484.000 m | 285.00000 137940.00| 285.00000 137940.00|
PIPE, SANITARY SEWER, 375 mm | | |
0075 715-05413 111.000 m | 425.00000 47175.00| 425.00000 47175.00|
PIPE, SANITARY SEWER, 450 mm | | |
0076 715-05415 110.000 m | 775.00000 85250.00| 775.00000 85250.00|
PIPE, SANITARY SEWER, 600 mm | | |
0077 715-05417 162.000 m | 1055.00000 170910.00| 1055.00000 170910.00|
PIPE, SANITARY SEWER, 750 mm | | |
0078 715-05751 3.000 EACH | 5500.00000 16500.00| 5500.00000 16500.00|
BUTTERFLY , VALVE, 600 | | |
0079 715-06692 616.000 m | 60.00000 36960.00| 60.00000 36960.00|
LATERAL , RECONNECTION | | |
0080 715-93913 16.000 m | 300.00000 4800.00| 300.00000 4800.00|
WATER MAIN, 200 mm | | |
0081 720-04666 7.000 EACH | 1750.00000 12250.00| 1750.00000 12250.00|
CATCH BASIN , R13, MODIFIED | | |
0082 720-44000 7.000 EACH | 250.00000 1750.00| 250.00000 1750.00|
CASTING, ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -6
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 720-44025 7.000 EACH | 500.00000 3500.00| 500.00000 3500.00|
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0084 720-45075 8.000 EACH | 1350.00000 10800.00| 1350.00000 10800.00|
INLET, R13 | | |
0085 720-45410 10.000 EACH | 2150.00000 21500.00| 2150.00000 21500.00|
MANHOLE, C4 | | |
0086 720-91973 21.000 EACH | 2750.00000 57750.00| 2750.00000 57750.00|
MANHOLE, H4 | | |
0087 720-93501 4.000 EACH | 24500.00000 98000.00| 24500.00000 98000.00|
MANHOLE, L4 | | |
0088 720-94612 7.000 EACH | 12000.00000 84000.00| 12000.00000 84000.00|
MANHOLE, K4 | | |
0089 720-96999 12.000 EACH | 3750.00000 45000.00| 3750.00000 45000.00|
FIRE HYDRANT ASSEMBLY | | |
0090 720-98174 25.000 EACH | 2100.00000 52500.00| 2100.00000 52500.00|
INLET, B15 | | |
0091 720-98555 18.000 EACH | 2100.00000 37800.00| 2100.00000 37800.00|
INLET, C15 | | |
0092 720-99416 19.000 EACH | 2850.00000 54150.00| 2850.00000 54150.00|
CATCH BASIN, B15 | | |
0093 720-99417 18.000 EACH | 2850.00000 51300.00| 2850.00000 51300.00|
CATCH BASIN, C15 | | |
0094 720-99417 1.000 EACH | 2950.00000 2950.00| 2950.00000 2950.00|
CATCH BASIN, C15 , MODIFIED | | |
0095 732-01525 8.000 EACH | 50.00000 400.00| 50.00000 400.00|
VALVE BOX , REMOVE | | |
0097 732-04751 3.000 EACH | 5500.00000 16500.00| 5500.00000 16500.00|
WATER SERVICE , COMMERCIAL 100 mm, (D.I | | |
P) | | |
0098 732-04751 5.000 EACH | 5000.00000 25000.00| 5000.00000 25000.00|
WATER SERVICE , COMMERCIAL 50 mm, | | |
GREATER THAN 6 m | | |
0099 732-04751 11.000 EACH | 3500.00000 38500.00| 3500.00000 38500.00|
WATER SERVICE , COMMERCIAL 50mm LESS | | |
THAN 6 m, COPPER | | |
0100 732-04751 17.000 EACH | 925.00000 15725.00| 925.00000 15725.00|
WATER SERVICE , DOMESTIC 25 mm, LESS | | |
THAN 6 m (COPPER) | | |
0101 732-04751 17.000 EACH | 1800.00000 30600.00| 1800.00000 30600.00|
WATER SERVICE , DOMESTIC, 25 mm, | | |
GREATER THAN 6 m | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -7
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 732-04964 1704.000 m | 365.00000 621960.00| 365.00000 621960.00|
WATER MAIN , DUCTILE IRON, 600 mm | | |
0103 732-04996 10.000 EACH | 3500.00000 35000.00| 3500.00000 35000.00|
CUT , EXISTING WATER LINE, CUT & CAP | | |
0104 732-07826 10.000 EACH | 250.00000 2500.00| 250.00000 2500.00|
BUFFALO BOX AND METER | | |
0105 732-08419 17.000 m2 | 246.25000 4186.25| 246.25000 4186.25|
MODULAR BLOCK WALL | | |
0106 732-08421 17.000 m2 | 444.75000 7560.75| 639.86000 10877.62|
MODULAR BLOCK WALL ERECTION | | |
0107 732-91738 21.000 m | 400.00000 8400.00| 400.00000 8400.00|
WATER MAIN, DUCTILE IRON, 150 mm | | |
0108 732-96670 40.000 m | 300.00000 12000.00| 300.00000 12000.00|
WATER MAIN, DUCTILE IRON, 300 mm | | |
0109 732-97009 12.000 EACH | 500.00000 6000.00| 500.00000 6000.00|
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0110 801-01505 1.000 EACH | 169.00000 169.00| 169.00000 169.00|
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (ONLY) | | |
0111 801-03290 4.000 EACH | 199.00000 796.00| 199.00000 796.00|
CONSTRUCTION SIGN, C | | |
0112 801-04308 15.000 EACH | 375.00000 5625.00| 375.00000 5625.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0113 801-06203 6000.000 m | 0.39000 2340.00| 0.39000 2340.00|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0114 801-06207 18844.000 m | 2.98000 56155.12| 2.98000 56155.12|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0115 801-06211 35.000 EACH | 57.00000 1995.00| 57.00000 1995.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0116 801-06212 1.000 EACH | 74.00000 74.00| 74.00000 74.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0117 801-06218 136.000 m | 17.88000 2431.68| 17.88000 2431.68|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0118 801-06625 7.000 EACH | 105.00000 735.00| 105.00000 735.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -8
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 801-06640 58.000 EACH | 265.00000 15370.00| 265.00000 15370.00|
CONSTRUCTION SIGN, A | | |
0120 801-06645 50.000 EACH | 71.00000 3550.00| 71.00000 3550.00|
CONSTRUCTION SIGN, B | | |
0121 801-06710 1260.000 DAY | 5.00000 6300.00| 5.00000 6300.00|
FLASHING ARROW SIGN | | |
0122 801-06775 LUMP | 81500.00000 81500.00| 252468.95000 252468.95|
MAINTAINING TRAFFIC | | |
0123 801-07118 414.000 m | 42.65000 17657.10| 42.65000 17657.10|
BARRICADE, III-A | | |
0124 801-07119 50.000 m | 45.93000 2296.50| 45.93000 2296.50|
BARRICADE, III-B | | |
0125 801-08401 79.000 m | 143.99000 11375.21| 125.20000 9890.80|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0126 801-94295 20.000 EACH | 102.00000 2040.00| 102.00000 2040.00|
SIGNAL HEAD, RELOCATE | | |
0127 802-01986 92.000 m | 42.64000 3922.88| 42.64000 3922.88|
POLE, STEEL GALVANIZED, 59.4 mm | | |
0128 802-05701 304.000 m | 36.08000 10968.32| 36.08000 10968.32|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0129 802-07059 40.000 EACH | 32.00000 1280.00| 32.00000 1280.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0130 802-76025 64.000 m2 | 142.30000 9107.20| 142.30000 9107.20|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0131 802-97812 48.000 EACH | 115.00000 5520.00| 115.00000 5520.00|
STREET NAME IDENTIFICATION SIGN , | | |
GROUND MOUNTED | | |
0132 802-97812 11.000 EACH | 152.00000 1672.00| 152.00000 1672.00|
STREET NAME IDENTIFICATION SIGN , | | |
OVERHEAD | | |
0133 805-01815 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00|
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0134 805-01816 7.000 EACH | 810.00000 5670.00| 810.00000 5670.00|
SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | |
mm X 2500 mm | | |
0135 805-01842 35.000 EACH | 545.00000 19075.00| 545.00000 19075.00|
HANDHOLE, SIGNAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -9
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 805-02087 LUMP | 1200.00000 1200.00| 1200.00000 1200.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0137 805-02151 20.000 EACH | 912.00000 18240.00| 912.00000 18240.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 305 mm | | |
0138 805-02373 1996.000 m | 8.69000 17345.24| 8.69000 17345.24|
INTERCONNECT CABLE, FIBER OPTIC | | |
0139 805-02426 730.000 m | 26.08000 19038.40| 26.08000 19038.40|
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0140 805-02595 8.000 EACH | 85.00000 680.00| 85.00000 680.00|
CONTROLLER, RESET TIMING | | |
0141 805-02658 290.000 m | 3.97000 1151.30| 3.97000 1151.30|
CABLE, COAXIAL | | |
0142 805-04133 1.000 EACH | 780.00000 780.00| 780.00000 780.00|
SIGNAL PEDESTAL, 3.6 m | | |
0143 805-04782 2.000 EACH | 19750.00000 39500.00| 19750.00000 39500.00|
VIDEO VEHICLE DETECTOR SYSTEM | | |
0144 805-05673 4.000 EACH | 5123.00000 20492.00| 5123.00000 20492.00|
SIGNAL AND LIGHTING COMBINATION | | |
STRUCTURE, , 12.2m SIGNAL ARM | | |
0145 805-05673 1.000 EACH | 4421.00000 4421.00| 4421.00000 4421.00|
SIGNAL AND LIGHTING COMBINATION | | |
STRUCTURE, , 6.1m SIGNAL ARM | | |
0146 805-05673 2.000 EACH | 4612.00000 9224.00| 4612.00000 9224.00|
SIGNAL AND LIGHTING COMBINATION | | |
STRUCTURE, , 7.6m SIGNAL ARM | | |
0147 805-06592 2830.000 m | 33.49000 94776.70| 33.49000 94776.70|
CONDUIT, STEEL, GALVANIZED, 50mm | | |
0148 805-78106 1.000 EACH | 18601.00000 18601.00| 18601.00000 18601.00|
CONTROLLER AND CABINET, MASTER, MENU | | |
DRIVEN, 8 PHASE | | |
0149 805-78109 2.000 EACH | 12851.00000 25702.00| 12851.00000 25702.00|
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0150 805-78205 18.000 EACH | 971.00000 17478.00| 971.00000 17478.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -10
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0151 805-78215 4.000 EACH | 871.00000 3484.00| 871.00000 3484.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER ARROW, GREEN ARROW | | |
0152 805-78230 4.000 EACH | 1361.00000 5444.00| 1361.00000 5444.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0153 805-78370 20.000 EACH | 121.00000 2420.00| 121.00000 2420.00|
PEDESTRIAN PUSH BUTTON | | |
0154 805-78415 4.000 EACH | 1341.00000 5364.00| 1341.00000 5364.00|
SPAN, CATENARY, AND TETHER | | |
0155 805-78445 3.000 EACH | 488.00000 1464.00| 488.00000 1464.00|
SIGNAL SERVICE | | |
0156 805-78467 60.000 m | 6.56000 393.60| 6.56000 393.60|
SIGNAL CABLE, 3C 8GA. | | |
0157 805-78470 1665.000 m | 1.12000 1864.80| 1.12000 1864.80|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0158 805-78480 1063.000 m | 2.89000 3072.07| 2.89000 3072.07|
SIGNAL CABLE, 3C 14GA. | | |
0159 805-78485 1201.000 m | 3.31000 3975.31| 3.31000 3975.31|
SIGNAL CABLE, 5C 14GA. | | |
0160 805-78490 406.000 m | 3.64000 1477.84| 3.64000 1477.84|
SIGNAL CABLE, 7C 14GA. | | |
0161 805-78510 501.000 m | 2.66000 1332.66| 2.66000 1332.66|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0162 805-78785 10.000 EACH | 481.00000 4810.00| 481.00000 4810.00|
SIGNAL DETECTOR HOUSING | | |
0163 805-78795 573.000 m | 29.13000 16691.49| 29.13000 16691.49|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0164 805-78900 1.000 EACH | 441.00000 441.00| 441.00000 441.00|
PEDESTAL FOUNDATION, A | | |
0165 805-78925 3.000 EACH | 741.00000 2223.00| 741.00000 2223.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0166 805-81060 4.000 EACH | 4921.00000 19684.00| 4921.00000 19684.00|
SIGNAL STRAIN POLE, STEEL, 11.0 m | | |
0167 805-86900 4.000 EACH | 321.00000 1284.00| 321.00000 1284.00|
JUNCTION BOX | | |
0168 805-92504 5.000 EACH | 302.00000 1510.00| 302.00000 1510.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0169 806-06539 LUMP | 36321.00000 36321.00| 36321.00000 36321.00|
TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -11
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0170 807-01878 61.000 EACH | 265.00000 16165.00| 265.00000 16165.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
0171 807-02191 3.000 EACH | 545.00000 1635.00| 545.00000 1635.00|
HANDHOLE, LIGHTING | | |
0172 807-02194 1.000 EACH | 5320.00000 5320.00| 5320.00000 5320.00|
SERVICE POINT, II, MODIFIED | | |
0173 807-02428 54.000 EACH | 710.00000 38340.00| 710.00000 38340.00|
LIGHTING FOUNDATION, CONCRETE, WITH | | |
GROUNDING, 750 mm X 750 mm X 2450 mm | | |
0174 807-02781 7.000 EACH | 435.00000 3045.00| 435.00000 3045.00|
LUMINAIRE MAST ARM, 3.1 m | | |
0175 807-04651 1489.000 m | 2.66000 3960.74| 2.66000 3960.74|
WIRE , AWG, MTW, THHW, THWN, GASOLINE | | |
AND OIL | | |
0176 807-06935 12.000 EACH | 23.00000 276.00| 23.00000 276.00|
INSULATION LINK, WATERPROOFED | | |
0177 807-07580 2515.000 m | 25.75000 64761.25| 25.75000 64761.25|
WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | |
IN TRENCH, 4 1/C | | |
0178 807-83492 54.000 EACH | 1120.00000 60480.00| 1120.00000 60480.00|
LIGHT POLE, 9.1 m E.M.H., 3.1 m MAST | | |
ARM, ANCHOR BASE | | |
0179 807-86910 54.000 EACH | 20.21000 1091.34| 20.21000 1091.34|
CONNECTOR KIT, UNFUSED | | |
0180 807-86915 54.000 EACH | 21.91000 1183.14| 21.91000 1183.14|
CONNECTOR KIT, FUSED | | |
0181 807-86920 144.000 EACH | 19.00000 2736.00| 19.00000 2736.00|
MULTIPLE COMPRESSION FITTING, NOT | | |
WATERPROOFED | | |
0182 807-86925 12.000 EACH | 21.00000 252.00| 21.00000 252.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0183 807-86930 108.000 EACH | 15.00000 1620.00| 15.00000 1620.00|
INSULATION LINK, NONWATERPROOFED | | |
0184 808-05866 10.000 m2 | 52.69000 526.90| 52.69000 526.90|
PAVEMENT MESSAGE MARKING, REMOVE | | |
0185 808-06701 792.000 m | 1.00000 792.00| 1.00000 792.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -12
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0186 808-06703 2229.000 m | 1.00000 2229.00| 1.00000 2229.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0187 808-06713 64.000 m | 3.18000 203.52| 3.18000 203.52|
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0188 808-06714 522.000 m | 3.18000 1659.96| 3.18000 1659.96|
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0189 808-06716 991.000 m | 1.15000 1139.65| 1.15000 1139.65|
LINE, REMOVE | | |
0190 808-75240 338.000 m | 1.00000 338.00| 1.00000 338.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0191 808-75245 4501.000 m | 1.00000 4501.00| 1.00000 4501.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0192 808-75278 100.000 m | 6.80000 680.00| 6.80000 680.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0193 808-75297 216.000 m | 13.55000 2926.80| 13.55000 2926.80|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0194 808-75300 858.000 m | 3.39000 2908.62| 3.39000 2908.62|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 150 mm | | |
0195 808-75320 38.000 EACH | 58.00000 2204.00| 58.00000 2204.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0196 808-75325 34.000 EACH | 83.00000 2822.00| 83.00000 2822.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0197 732-03063 2.000 EACH | 26500.00000 53000.00| 26500.00000 53000.00|
TAPPING SLEEVE , WITH VALVE AND VALVE | | |
BOX, 600mm | | |
0198 732-03063 2.000 EACH | 10000.00000 20000.00| 10000.00000 20000.00|
TAPPING SLEEVE , WITH VALVE AND VALVE | | |
BOX, 300mm | | |
0199 732-03063 3.000 EACH | 6500.00000 19500.00| 6500.00000 19500.00|
TAPPING SLEEVE , WITH VALVE AND VALVE | | |
BOX, 200mm | | |
0200 732-03063 2.000 EACH | 5600.00000 11200.00| 5600.00000 11200.00|
TAPPING SLEEVE , WITH VALVE AND VALVE | | |
BOX, 150mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 180 -13
TABULATION OF BIDS
ROUTE : 169TH STREET
CALL ORDER : 180 CONTRACT ID : R -28905-B COUNTIES : LAKE
LETTING DATE : 02/27/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0201 401-07335 4087.000 Mg | 90.00000 367830.00| 96.54000 394558.98|
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0202 401-07404 5853.000 Mg | 75.00000 438975.00| 75.23000 440321.19|
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | |
0203 401-07409 28634.000 Mg | 67.00000 1918478.00| 58.87000 1685683.58|
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
SECTION TOTALS | $ 9,991,334.02| $ 10,103,595.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 9,991,334.02| $ 10,103,595.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -1
VENDOR RANKING
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3229005
3229005
5348004
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 10,827,812.14 100.0000%
2 99-9996015 E & B PAVING/GRADEX J/V $ 11,133,776.51 102.8257%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 11,407,000.00 105.3491%
4 35-1212938 ATLAS EXCAVATING INC $ 11,407,676.97 105.3553%
5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 11,861,915.13 109.5504%
6 35-1875662 CRIDER & CRIDER, INC. $ 12,037,133.53 111.1687%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -2
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
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 | 175000.00000 175000.00| 189900.00000 189900.00| 189000.00000 189000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 24.000 MOS | 2600.00000 62400.00| 2200.00000 52800.00| 2200.00000 52800.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 72.000 MOS | 100.00000 7200.00| 75.00000 5400.00| 100.00000 7200.00
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 48.000 MOS | 150.00000 7200.00| 400.00000 19200.00| 200.00000 9600.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 24.000 MOS | 100.00000 2400.00| 100.00000 2400.00| 100.00000 2400.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-01614 LUMP | 11000.00000 11000.00| 5100.00000 5100.00| 10100.00000 10100.00
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0013 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0014 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0015 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0016 110-01001 LUMP | 500000.00000 500000.00| 559000.00000 559000.00| 553388.83000 553388.83
MOBILIZATION AND DEMOBILIZATION | | |
0017 201-52370 LUMP | 350000.00000 350000.00| 300000.00000 300000.00| 285000.00000 285000.00
CLEARING RIGHT OF WAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -3
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02240 168.000 m2 | 7.00000 1176.00| 35.00000 5880.00| 35.75000 6006.00
PAVEMENT REMOVAL | | |
0019 202-02241 25.000 m | 11.00000 275.00| 16.00000 400.00| 9.50000 237.50
GUARDRAIL, REMOVE | | |
0020 202-03000 LUMP | 700.00000 700.00| 1500.00000 1500.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0021 202-03000 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 2500.00000 2500.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0022 202-03000 LUMP | 5000.00000 5000.00| 6800.00000 6800.00| 2500.00000 2500.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0023 202-03000 LUMP | 800.00000 800.00| 2500.00000 2500.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0024 202-03000 LUMP | 12000.00000 12000.00| 9000.00000 9000.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0025 202-03000 LUMP | 950.00000 950.00| 2800.00000 2800.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0026 202-03000 LUMP | 350.00000 350.00| 3500.00000 3500.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0027 202-51133 132.000 m | 77.00000 10164.00| 45.00000 5940.00| 49.00000 6468.00
RAILING, REMOVE | | |
0028 202-51328 LUMP | 7000.00000 7000.00| 36861.00000 36861.00| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0029 202-51330 LUMP | 18000.00000 18000.00| 45055.00000 45055.00| 75662.04000 75662.04
PRESENT STRUCTURE, REMOVE | | |
0030 202-74045 118.000 EACH | 35.00000 4130.00| 68.00000 8024.00| 68.00000 8024.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0031 202-93047 2.000 EACH | 350.00000 700.00| 550.00000 1100.00| 750.00000 1500.00
MANHOLE, REMOVE | | |
0032 203-02000 92052.000 m3 | 10.00000 920520.00| 13.00000 1196676.00| 13.69000 1260191.88
EXCAVATION, COMMON | | |
0033 203-51223 298.000 m3 | 10.50000 3129.00| 64.67000 19271.66| 28.00000 8344.00
EXCAVATION, WATERWAY | | |
0034 205-03371 37.000 m3 | 8.00000 296.00| 50.00000 1850.00| 174.52000 6457.24
SEDIMENT REMOVE | | |
0035 205-06932 2088.000 m | 7.50000 15660.00| 24.00000 50112.00| 23.10000 48232.80
TEMPORARY CHECK DAM, STRAW BALES | | |
0036 205-06933 17.000 EACH | 67.00000 1139.00| 68.00000 1156.00| 65.00000 1105.00
TEMPORARY DITCH INLET PROTECTION | | |
0037 205-06934 1.600 Mg | 585.00000 936.00| 450.00000 720.00| 385.89000 617.42
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -4
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 205-06937 2365.000 m | 3.50000 8277.50| 4.00000 9460.00| 3.63000 8584.95
TEMPORARY SILT FENCE | | |
0039 207-08263 74375.000 m2 | 4.10000 304937.50| 5.50000 409062.50| 6.60000 490875.00
SUBGRADE TREATMENT, TYPE IA | | |
0040 207-08264 2437.000 m2 | 4.10000 9991.70| 8.00000 19496.00| 7.02000 17107.74
SUBGRADE TREATMENT, TYPE II | | |
0041 207-08266 5452.000 m2 | 2.25000 12267.00| 8.50000 46342.00| 13.96000 76109.92
SUBGRADE TREATMENT, TYPE III | | |
0043 211-06467 55.400 m3 | 44.00000 2437.60| 70.00000 3878.00| 120.00000 6648.00
AGGREGATE FOR END BENT BACKFILL | | |
0044 211-07454 10071.400 m3 | 25.00000 251785.00| 30.00000 302142.00| 21.83000 219858.66
STRUCTURE BACKFILL | | |
0045 213-52830 19.900 m3 | 63.00000 1253.70| 190.00000 3781.00| 625.00000 12437.50
FLOWABLE MORTAR | | |
0046 301-07448 10007.000 Mg | 29.00000 290203.00| 35.50000 355248.50| 17.76000 177724.32
COMPACTED AGGREGATE, NO. 53, BASE | | |
0047 302-07455 69.800 m3 | 135.00000 9423.00| 70.00000 4886.00| 110.00000 7678.00
DENSE GRADED SUBBASE | | |
0048 303-05692 2372.600 Mg | 15.00000 35589.00| 22.00000 52197.20| 27.00000 64060.20
STONE, NO. 8 | | |
0049 303-07449 31.200 Mg | 53.00000 1653.60| 50.00000 1560.00| 69.68000 2174.02
COMPACTED AGGREGATE, NO. 73 | | |
0050 401-07328 7773.000 Mg | 70.00000 544110.00| 68.25000 530507.25| 71.00000 551883.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0051 401-07333 422.200 Mg | 84.00000 35464.80| 81.69000 34489.52| 85.00000 35887.00
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0052 401-07398 15554.000 Mg | 51.00000 793254.00| 48.50000 754369.00| 57.00000 886578.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0053 401-07402 928.900 Mg | 62.00000 57591.80| 54.53000 50652.92| 63.00000 58520.70
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0054 401-07407 2441.900 Mg | 54.00000 131862.60| 45.50000 111106.45| 49.00000 119653.10
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0055 401-07408 36835.000 Mg | 55.00000 2025925.00| 45.50000 1675992.50| 49.00000 1804915.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0056 401-08333 836.600 Mg | 61.00000 51032.60| 61.00000 51032.60| 58.00000 48522.80
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0057 402-07432 122.000 Mg | 115.00000 14030.00| 125.00000 15250.00| 110.00000 13420.00
HMA SURFACE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -5
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 402-07433 113.600 Mg | 350.00000 39760.00| 125.00000 14200.00| 120.00000 13632.00
HMA SURFACE, TYPE B | | |
0059 402-07435 366.000 Mg | 72.00000 26352.00| 100.00000 36600.00| 79.00000 28914.00
HMA INTERMEDIATE, TYPE A | | |
0061 406-05520 75.000 Mg | 350.00000 26250.00| 300.00000 22500.00| 359.48000 26961.00
ASPHALT FOR TACK COAT | | |
0062 601-01128 4.000 EACH | 1200.00000 4800.00| 1600.00000 6400.00| 1150.00000 4600.00
GUARDRAIL TRANSITION TYPE WGB | | |
0063 601-01522 8.000 EACH | 1800.00000 14400.00| 1800.00000 14400.00| 1725.00000 13800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-01839 2.000 EACH | 1700.00000 3400.00| 1700.00000 3400.00| 1675.00000 3350.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0065 601-01846 1.000 EACH | 1600.00000 1600.00| 1700.00000 1700.00| 1550.00000 1550.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0066 601-06037 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00| 790.00000 790.00
GUARDRAIL END TREATMENT, I | | |
0067 601-94689 8.000 EACH | 2300.00000 18400.00| 2400.00000 19200.00| 2225.00000 17800.00
GUARDRAIL END TREATMENT, OS | | |
0068 601-99105 492.000 m | 51.00000 25092.00| 59.00000 29028.00| 50.25000 24723.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0069 602-06729 10.000 EACH | 35.00000 350.00| 12.00000 120.00| 10.00000 100.00
BARRIER DELINEATOR | | |
0070 604-06070 2384.000 m2 | 47.00000 112048.00| 40.25000 95956.00| 50.00000 119200.00
SIDEWALK, CONCRETE | | |
0071 604-07894 21.000 m2 | 160.00000 3360.00| 155.00000 3255.00| 130.00000 2730.00
CURB RAMP, CONCRETE, A | | |
0072 604-07896 25.000 m2 | 165.00000 4125.00| 160.00000 4000.00| 130.00000 3250.00
CURB RAMP, CONCRETE, B | | |
0073 604-07900 49.000 m2 | 225.00000 11025.00| 218.00000 10682.00| 130.00000 6370.00
CURB RAMP, CONCRETE, F | | |
0074 604-07901 45.000 m2 | 240.00000 10800.00| 230.00000 10350.00| 130.00000 5850.00
CURB RAMP, CONCRETE, G | | |
0075 604-07902 40.000 m2 | 225.00000 9000.00| 210.00000 8400.00| 130.00000 5200.00
CURB RAMP, CONCRETE, H | | |
0077 605-06155 2281.000 m | 31.00000 70711.00| 55.00000 125455.00| 34.00000 77554.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0080 609-06259 466.000 m2 | 100.00000 46600.00| 97.82000 45584.12| 96.00000 44736.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
300 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -6
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 610-07486 906.000 Mg | 150.00000 135900.00| 125.00000 113250.00| 118.57000 107424.42
HMA FOR APPROACHES, TYPE A | | |
0082 610-07487 1415.600 Mg | 100.00000 141560.00| 82.00000 116079.20| 125.71000 177955.08
HMA FOR APPROACHES, TYPE B | | |
0083 610-07712 846.000 m2 | 81.00000 68526.00| 44.00000 37224.00| 68.00000 57528.00
PCCP FOR APPROACHES, 150 mm , FOR | | |
DRIVEWAYS | | |
0085 611-06497 41.000 EACH | 175.00000 7175.00| 135.00000 5535.00| 175.00000 7175.00
MAILBOX ASSEMBLY, SINGLE | | |
0086 611-06498 6.000 EACH | 235.00000 1410.00| 165.00000 990.00| 235.00000 1410.00
MAILBOX ASSEMBLY, DOUBLE | | |
0087 615-06336 2.000 EACH | 600.00000 1200.00| 650.00000 1300.00| 770.00000 1540.00
MONUMENT , SURVEY, INSTALL | | |
0088 615-06490 221.000 EACH | 125.00000 27625.00| 125.00000 27625.00| 115.00000 25415.00
RIGHT OF WAY MARKER | | |
0089 615-06505 116.000 EACH | 500.00000 58000.00| 425.00000 49300.00| 475.00000 55100.00
MONUMENT, B | | |
0090 615-06510 4.000 EACH | 500.00000 2000.00| 325.00000 1300.00| 475.00000 1900.00
MONUMENT, C | | |
0091 615-06527 2.000 EACH | 500.00000 1000.00| 325.00000 650.00| 475.00000 950.00
MONUMENT, SECTION CORNER | | |
0092 616-02320 6483.000 m2 | 0.75000 4862.25| 1.50000 9724.50| 3.91000 25348.53
GEOTEXTILES | | |
0093 616-06405 3835.000 Mg | 33.00000 126555.00| 28.00000 107380.00| 62.35000 239112.25
RIPRAP, REVETMENT | | |
0094 616-93019 272.000 m2 | 54.00000 14688.00| 83.64000 22750.08| 100.00000 27200.00
RIPRAP, GROUTED, 450 mm | | |
0095 621-01004 1.000 EACH | 500.00000 500.00| 520.00000 520.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0096 621-06545 11.000 Mg | 1100.00000 12100.00| 630.00000 6930.00| 606.39000 6670.29
FERTILIZER | | |
0097 621-06553 2388.000 kg | 6.00000 14328.00| 5.15000 12298.20| 41.15000 98266.20
SEED MIXTURE, R | | |
0098 621-06557 14.000 kg | 26.00000 364.00| 5.00000 70.00| 4.75000 66.50
SEED MIXTURE, T | | |
0099 621-06565 57.000 Mg | 425.00000 24225.00| 401.00000 22857.00| 385.89000 21995.73
MULCHING MATERIAL | | |
0100 621-06567 546.000 kL | 1.00000 546.00| 1.35000 737.10| 1.30000 709.80
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -7
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 621-06574 9592.000 m2 | 3.00000 28776.00| 4.25000 40766.00| 5.49000 52660.08
SODDING | | |
0102 621-06575 20875.000 m2 | 3.00000 62625.00| 4.25000 88718.75| 5.68000 118570.00
SODDING, NURSERY | | |
0103 701-51195 307.300 m | 160.00000 49168.00| 177.00000 54392.10| 175.00000 53777.50
PILE, STEEL H, HP 310 X 79 | | |
0104 701-91792 28.000 EACH | 101.00000 2828.00| 105.00000 2940.00| 120.00000 3360.00
PILE TIP, STEEL H | | |
0105 701-99155 LUMP | 6000.00000 6000.00| 16322.00000 16322.00| 42500.00000 42500.00
SHEET PILING, STEEL, TEMPORARY | | |
0106 702-51100 39.000 kg | 38.00000 1482.00| 40.00000 1560.00| 26.75000 1043.25
DRAIN PIPE, CAST IRON, 150 mm | | |
0107 702-51110 292.000 kg | 4.50000 1314.00| 6.03000 1760.76| 5.00000 1460.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0108 702-51863 1406.000 EACH | 7.50000 10545.00| 7.89000 11093.34| 7.00000 9842.00
FIELD DRILLED HOLE IN CONCRETE | | |
0109 703-51032 39690.000 kg | 2.25000 89302.50| 2.37000 94065.30| 2.20000 87318.00
REINFORCING STEEL, EPOXY COATED | | |
0110 704-51002 212.600 m3 | 770.19000 163742.39| 633.00000 134575.80| 800.00000 170080.00
CONCRETE, C, SUPERSTRUCTURE | | |
0111 706-05732 4.000 EACH | 1390.00000 5560.00| 2500.00000 10000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0112 706-05733 4.000 EACH | 1800.00000 7200.00| 2500.00000 10000.00| 1725.00000 6900.00
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0113 706-06339 135.800 m | 200.00000 27160.00| 175.00000 23765.00| 202.00000 27431.60
RAILING, PF-1 | | |
0114 706-06351 4.000 EACH | 2785.00000 11140.00| 2500.00000 10000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0115 706-51020 34.500 m3 | 670.00000 23115.00| 908.30000 31336.35| 840.00000 28980.00
CONCRETE, C, RAILING | | |
0116 707-06628 124.000 m2 | 450.00000 55800.00| 707.20000 87692.80| 840.00000 104160.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
838mm X 1219mm | | |
0117 707-06628 158.000 m2 | 410.00000 64780.00| 771.56000 121906.48| 660.00000 104280.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
CB, 1067 mm X 1219 mm | | |
0118 709-51821 LUMP | 3500.00000 3500.00| 2620.00000 2620.00| 3050.00000 3050.00
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -8
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 709-51821 LUMP | 3200.00000 3200.00| 3136.00000 3136.00| 2825.00000 2825.00
SURFACE SEAL , 238-29-03779B | | |
0120 709-51821 LUMP | 3300.00000 3300.00| 2944.00000 2944.00| 2875.00000 2875.00
SURFACE SEAL , 238-29-03781-A | | |
0121 711-51070 40.000 EACH | 140.00000 5600.00| 75.00000 3000.00| 75.00000 3000.00
ANCHOR PLATE, AP 1 | | |
0122 714-01366 22.000 m | 2100.00000 46200.00| 3000.00000 66000.00| 1687.98000 37135.56
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3000 mm x 1200 mm | | |
0123 714-02677 36.000 m | 1450.00000 52200.00| 850.00000 30600.00| 712.40000 25646.40
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1200 mm x 1200 mm | | |
0124 714-05760 31.000 m | 2600.00000 80600.00| 2850.00000 88350.00| 2206.91000 68414.21
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3600 mm X 1500 mm | | |
0125 714-07540 20.000 m | 900.00000 18000.00| 1100.00000 22000.00| 634.64000 12692.80
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 600 mm X 900 mm | | |
0126 714-09159 19.000 m | 1650.00000 31350.00| 800.00000 15200.00| 867.39000 16480.41
CULVERT, PRECAST REINFORCED CONCRETE | | |
BOX, 1150mm X 730mm | | |
0127 714-93978 18.000 m | 1750.00000 31500.00| 805.00000 14490.00| 640.25000 11524.50
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1200 mm x 600 mm | | |
0128 715-04612 192.000 m | 155.00000 29760.00| 180.00000 34560.00| 230.00000 44160.00
PIPE , PVC 305 mm, SDR-26 | | |
0129 715-04612 182.000 m | 83.00000 15106.00| 75.00000 13650.00| 200.00000 36400.00
PIPE , PVC, 150 mm, C900 | | |
0130 715-04612 885.000 m | 80.00000 70800.00| 88.00000 77880.00| 210.00000 185850.00
PIPE , PVC, 203mm, C900 | | |
0131 715-04612 1226.000 m | 210.00000 257460.00| 145.00000 177770.00| 225.00000 275850.00
PIPE , PVC, 203mm, SDR-26 | | |
0132 715-05048 1261.000 m | 21.00000 26481.00| 21.00000 26481.00| 10.88000 13719.68
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0133 715-05053 32.000 m | 37.00000 1184.00| 65.00000 2080.00| 90.01000 2880.32
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0134 715-05119 127.000 m | 130.00000 16510.00| 95.00000 12065.00| 53.72000 6822.44
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0135 715-05121 36.000 m | 170.00000 6120.00| 110.00000 3960.00| 66.38000 2389.68
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -9
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 715-05123 56.000 m | 225.00000 12600.00| 150.00000 8400.00| 84.84000 4751.04
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0137 715-05149 432.200 m | 180.00000 77796.00| 88.00000 38033.60| 82.44000 35630.57
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0138 715-05151 1549.800 m | 140.00000 216972.00| 94.00000 145681.20| 66.09000 102426.28
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0139 715-05152 368.600 m | 165.00000 60819.00| 115.00000 42389.00| 82.49000 30405.81
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0140 715-05153 42.400 m | 210.00000 8904.00| 135.00000 5724.00| 134.24000 5691.78
PIPE, TYPE 2, CIRCULAR, 525 mm | | |
0141 715-05154 76.700 m | 160.00000 12272.00| 150.00000 11505.00| 115.01000 8821.27
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0142 715-05155 401.100 m | 210.00000 84231.00| 185.00000 74203.50| 144.56000 57983.02
PIPE, TYPE 2, CIRCULAR, 675 mm | | |
0143 715-05156 126.000 m | 260.00000 32760.00| 195.00000 24570.00| 152.74000 19245.24
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0144 715-05169 488.000 m | 160.00000 78080.00| 94.00000 45872.00| 74.00000 36112.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0145 715-05175 27.000 m | 175.00000 4725.00| 195.00000 5265.00| 166.28000 4489.56
PIPE, TYPE 3, CIRCULAR, 750 mm | | |
0146 715-05334 3.000 m | 775.00000 2325.00| 450.00000 1350.00| 539.89000 1619.67
PIPE, TYPE 2, DEFORMED, MIN. AREA 0.42 | | |
m2 | | |
0147 715-05407 66.000 m | 5.00000 330.00| 32.00000 2112.00| 16.75000 1105.50
PIPE, END BENT DRAIN, 150 mm | | |
0148 715-05697 33.000 m | 210.00000 6930.00| 95.00000 3135.00| 89.96000 2968.68
PIPE, REINFORCED CONCRETE, II, D0.3=50, | | |
300 mm | | |
0149 715-05708 41.000 m | 180.00000 7380.00| 105.00000 4305.00| 142.93000 5860.13
PIPE, REINFORCED CONCRETE, II, D0.3=50, | | |
375 mm | | |
0150 715-06377 778.000 m | 150.00000 116700.00| 130.00000 101140.00| 195.00000 151710.00
SERVICE LATERAL , 152 mm | | |
0151 715-08305 977.300 Mg | 110.00000 107503.00| 95.00000 92843.50| 97.00000 94798.10
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0152 715-46005 112.000 EACH | 550.00000 61600.00| 480.00000 53760.00| 305.43000 34208.16
PIPE END SECTION, 375 mm | | |
0153 715-46010 4.000 EACH | 600.00000 2400.00| 525.00000 2100.00| 348.05000 1392.20
PIPE END SECTION, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -10
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0154 715-46020 4.000 EACH | 675.00000 2700.00| 650.00000 2600.00| 429.99000 1719.96
PIPE END SECTION, 600 mm | | |
0155 715-46030 5.000 EACH | 800.00000 4000.00| 910.00000 4550.00| 548.41000 2742.05
PIPE END SECTION, 750 mm | | |
0156 715-97607 1.000 EACH | 800.00000 800.00| 1200.00000 1200.00| 1374.16000 1374.16
PIPE END SECTION, MIN. AREA .42 m2 | | |
0157 718-52610 288.000 m3 | 16.30000 4694.40| 43.00000 12384.00| 69.37000 19978.56
AGGREGATE FOR UNDERDRAINS | | |
0158 718-99153 2126.000 m2 | 0.50000 1063.00| 1.15000 2444.90| 3.16000 6718.16
GEOTEXTILES FOR UNDERDRAIN | | |
0159 720-03194 20.000 EACH | 2800.00000 56000.00| 2000.00000 40000.00| 3000.00000 60000.00
MANHOLE | | |
0160 720-44000 4.000 EACH | 350.00000 1400.00| 700.00000 2800.00| 354.40000 1417.60
CASTING, ADJUST TO GRADE | | |
0161 720-44296 3.000 EACH | 345.00000 1035.00| 750.00000 2250.00| 621.27000 1863.81
CAP INLET | | |
0162 720-45030 3.000 EACH | 1550.00000 4650.00| 1400.00000 4200.00| 1458.69000 4376.07
INLET, E7 | | |
0163 720-45035 15.000 EACH | 1900.00000 28500.00| 1400.00000 21000.00| 1540.41000 23106.15
INLET, F7 | | |
0164 720-45045 8.000 EACH | 1750.00000 14000.00| 1400.00000 11200.00| 1642.66000 13141.28
INLET, J10 | | |
0165 720-45055 6.000 EACH | 1750.00000 10500.00| 2000.00000 12000.00| 1642.66000 9855.96
INLET, M10 | | |
0166 720-45410 18.000 EACH | 1900.00000 34200.00| 1800.00000 32400.00| 2424.44000 43639.92
MANHOLE, C4 | | |
0167 720-94612 2.000 EACH | 3800.00000 7600.00| 3800.00000 7600.00| 4629.29000 9258.58
MANHOLE, K4 | | |
0168 720-95422 10.000 EACH | 2550.00000 25500.00| 3100.00000 31000.00| 3452.04000 34520.40
MANHOLE, J4 | | |
0169 720-98174 18.000 EACH | 2350.00000 42300.00| 1800.00000 32400.00| 2297.52000 41355.36
INLET, B15 | | |
0170 720-98555 4.000 EACH | 2350.00000 9400.00| 2100.00000 8400.00| 2297.52000 9190.08
INLET, C15 | | |
0171 722-51842 896.000 m2 | 70.50000 63168.00| 55.46000 49692.16| 56.00000 50176.00
BRIDGE DECK OVERLAY | | |
0172 722-51846 4.800 m3 | 665.00000 3192.00| 434.50000 2085.60| 434.50000 2085.60
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0173 722-51852 43.800 m2 | 310.00000 13578.00| 130.35000 5709.33| 135.00000 5913.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -11
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0174 722-60824 896.000 m2 | 15.00000 13440.00| 6.88000 6164.48| 13.65000 12230.40
SURFACE MILLING | | |
0175 724-03276 28.700 m | 81.00000 2324.70| 417.00000 11967.90| 250.00000 7175.00
EXPANSION JOINT SEALING SYSTEM | | |
0176 729-51875 1.000 m2 | 3000.00000 3000.00| 500.00000 500.00| 1025.00000 1025.00
CONCRETE, A, PATCHING | | |
0177 732-03063 3.000 EACH | 3000.00000 9000.00| 3000.00000 9000.00| 2000.00000 6000.00
TAPPING SLEEVE , AND VALVE, 100 mm X | | |
100 mm | | |
0178 732-03063 1.000 EACH | 3250.00000 3250.00| 3500.00000 3500.00| 2200.00000 2200.00
TAPPING SLEEVE , AND VALVE, 150 mm X | | |
150 mm | | |
0179 732-03063 1.000 EACH | 3700.00000 3700.00| 4200.00000 4200.00| 2600.00000 2600.00
TAPPING SLEEVE , AND VALVE, 200 mm X | | |
150 mm | | |
0180 732-03063 1.000 EACH | 3750.00000 3750.00| 4400.00000 4400.00| 3200.00000 3200.00
TAPPING SLEEVE , AND VALVE, 200mm X | | |
200mm | | |
0181 732-03942 1.000 EACH | 3400.00000 3400.00| 3500.00000 3500.00| 3800.00000 3800.00
HYDRANT , 150 mm | | |
0182 732-03942 7.000 EACH | 3300.00000 23100.00| 3600.00000 25200.00| 4000.00000 28000.00
HYDRANT , 200 mm | | |
0183 732-03943 3.000 EACH | 600.00000 1800.00| 900.00000 2700.00| 1000.00000 3000.00
WATER VALVE , 152 mm | | |
0184 732-03943 11.000 EACH | 900.00000 9900.00| 1200.00000 13200.00| 1300.00000 14300.00
WATER VALVE , 203 mm | | |
0186 732-04987 2.000 EACH | 3200.00000 6400.00| 1100.00000 2200.00| 2500.00000 5000.00
CONNECTION , TO EXISTING MANHOLE | | |
0187 732-04994 67.000 EACH | 590.00000 39530.00| 2100.00000 140700.00| 500.00000 33500.00
METER , WATER METERS-COMPLETE | | |
0188 732-06050 1.000 EACH | 400.00000 400.00| 450.00000 450.00| 400.00000 400.00
CAP , 150 mm COMPLETE | | |
0189 732-06050 8.000 EACH | 400.00000 3200.00| 500.00000 4000.00| 450.00000 3600.00
CAP , 200 mm COMPLETE | | |
0190 801-03290 4.000 EACH | 350.00000 1400.00| 375.00000 1500.00| 375.00000 1500.00
CONSTRUCTION SIGN, C | | |
0191 801-04308 41.000 EACH | 300.00000 12300.00| 237.00000 9717.00| 237.00000 9717.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0192 801-06625 51.000 EACH | 100.00000 5100.00| 125.00000 6375.00| 114.00000 5814.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -12
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0193 801-06640 49.000 EACH | 350.00000 17150.00| 237.00000 11613.00| 237.00000 11613.00
CONSTRUCTION SIGN, A | | |
0194 801-06645 2.000 EACH | 55.00000 110.00| 220.00000 440.00| 220.00000 440.00
CONSTRUCTION SIGN, B | | |
0195 801-06775 LUMP | 147000.00000 147000.00| 301100.00000 301100.00| 75120.51000 75120.51
MAINTAINING TRAFFIC | | |
0196 801-07118 112.200 m | 66.00000 7405.20| 49.00000 5497.80| 49.00000 5497.80
BARRICADE, III-A | | |
0197 801-07119 172.800 m | 65.00000 11232.00| 58.00000 10022.40| 58.00000 10022.40
BARRICADE, III-B | | |
0198 802-04893 5.000 EACH | 210.00000 1050.00| 175.00000 875.00| 180.00000 900.00
REFERENCE POST | | |
0199 802-05701 720.300 m | 32.00000 23049.60| 32.00000 23049.60| 31.15000 22437.35
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0200 802-76025 42.740 m2 | 250.00000 10685.00| 240.00000 10257.60| 247.00000 10556.78
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0201 802-76035 46.810 m2 | 170.00000 7957.70| 160.00000 7489.60| 161.00000 7536.41
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0202 802-91122 11.000 EACH | 100.00000 1100.00| 87.00000 957.00| 90.00000 990.00
SIGN, GROUND MOUNTED, RESET | | |
0203 808-06703 17200.000 m | 1.00000 17200.00| 1.00000 17200.00| 0.90000 15480.00
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0204 808-06713 69.000 m | 9.00000 621.00| 8.90000 614.10| 8.90000 614.10
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0205 808-75051 301.000 m | 3.50000 1053.50| 3.18000 957.18| 3.18000 957.18
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
100 mm | | |
0206 808-75054 262.000 m | 3.50000 917.00| 3.18000 833.16| 3.18000 833.16
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
100 mm | | |
0207 808-75063 39.000 m | 3.50000 136.50| 3.18000 124.02| 3.18000 124.02
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
100 mm | | |
0208 808-75240 3245.000 m | 1.00000 3245.00| 0.89000 2888.05| 0.89000 2888.05
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -13
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 99-9996015 |( 3 ) 35-0918397
|SUNESIS CONSTRUCTION COMPANY |E & B PAVING/GRADEX J/V |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0209 808-75245 14291.000 m | 1.00000 14291.00| 1.00000 14291.00| 0.89000 12718.99
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0210 808-75297 115.000 m | 12.00000 1380.00| 10.78000 1239.70| 10.79000 1240.85
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0211 808-75998 740.000 EACH | 16.00000 11840.00| 18.50000 13690.00| 15.50000 11470.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0212 808-95933 81.000 m | 6.00000 486.00| 5.25000 425.25| 5.25000 425.25
CURB PAINTING, YELLOW | | |
0213 306-08042 26207.000 m2 | 0.50000 13103.50| 1.50000 39310.50| 1.28000 33544.96
MILLING, SCARIFICATION/PROFILE | | |
0214 304-07490 61.000 Mg | 70.00000 4270.00| 95.00000 5795.00| 130.00000 7930.00
HMA PATCHING, TYPE B | | |
0215 732-05560 149.300 m | 175.00000 26127.50| 300.00000 44790.00| 125.00000 18662.50
SERVICE LINE , K, COPPER, 19 mm | | |
0216 720-45270 16.000 EACH | 750.00000 12000.00| 1000.00000 16000.00| 898.21000 14371.36
PIPE CATCH BASIN, 450 mm | | |
0217 720-45265 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00| 891.36000 891.36
PIPE CATCH BASIN, 375 mm | | |
0218 805-96014 7497.000 m | 3.00000 22491.00| 8.00000 59976.00| 0.01000 74.97
SAW CUT, FULL DEPTH | | |
0219 716-09360 181.400 m | 100.00000 18140.00| 281.00000 50973.40| 150.00000 27210.00
PIPE INSTALLATION, TRENCHLESS, 75 mm | | |
SECTION TOTALS | $ 10,827,812.14| $ 11,133,776.51| $ 11,407,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 10,827,812.14| $ 11,133,776.51| $ 11,407,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -14
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, 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 | 192000.00000 192000.00| 175000.00000 175000.00| 260000.00000 260000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 24.000 MOS | 3000.00000 72000.00| 1500.00000 36000.00| 2000.00000 48000.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 100.00000 300.00| 200.00000 600.00| 150.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 72.000 MOS | 50.00000 3600.00| 100.00000 7200.00| 60.00000 4320.00
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 48.000 MOS | 125.00000 6000.00| 200.00000 9600.00| 125.00000 6000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 24.000 MOS | 60.00000 1440.00| 100.00000 2400.00| 50.00000 1200.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-01614 LUMP | 10000.00000 10000.00| 9000.00000 9000.00| 12500.00000 12500.00
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0013 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0014 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0015 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0016 110-01001 LUMP | 564000.00000 564000.00| 592500.00000 592500.00| 600000.00000 600000.00
MOBILIZATION AND DEMOBILIZATION | | |
0017 201-52370 LUMP | 223500.00000 223500.00| 296250.00000 296250.00| 460000.00000 460000.00
CLEARING RIGHT OF WAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -15
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02240 168.000 m2 | 14.00000 2352.00| 18.00000 3024.00| 17.50000 2940.00
PAVEMENT REMOVAL | | |
0019 202-02241 25.000 m | 8.00000 200.00| 12.00000 300.00| 9.50000 237.50
GUARDRAIL, REMOVE | | |
0020 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0021 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | |
0022 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0023 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0024 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0025 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | |
0026 202-03000 LUMP | 12000.00000 12000.00| 4500.00000 4500.00| 100.00000 100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0027 202-51133 132.000 m | 6.00000 792.00| 12.00000 1584.00| 6.00000 792.00
RAILING, REMOVE | | |
0028 202-51328 LUMP | 40000.00000 40000.00| 30000.00000 30000.00| 75000.00000 75000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0029 202-51330 LUMP | 76000.00000 76000.00| 44000.00000 44000.00| 100000.00000 100000.00
PRESENT STRUCTURE, REMOVE | | |
0030 202-74045 118.000 EACH | 25.00000 2950.00| 75.00000 8850.00| 25.00000 2950.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0031 202-93047 2.000 EACH | 800.00000 1600.00| 250.00000 500.00| 750.00000 1500.00
MANHOLE, REMOVE | | |
0032 203-02000 92052.000 m3 | 13.50000 1242702.00| 17.75000 1633923.00| 17.50000 1610910.00
EXCAVATION, COMMON | | |
0033 203-51223 298.000 m3 | 30.00000 8940.00| 20.00000 5960.00| 35.00000 10430.00
EXCAVATION, WATERWAY | | |
0034 205-03371 37.000 m3 | 40.00000 1480.00| 20.00000 740.00| 30.00000 1110.00
SEDIMENT REMOVE | | |
0035 205-06932 2088.000 m | 25.00000 52200.00| 30.00000 62640.00| 23.10000 48232.80
TEMPORARY CHECK DAM, STRAW BALES | | |
0036 205-06933 17.000 EACH | 65.00000 1105.00| 95.00000 1615.00| 65.00000 1105.00
TEMPORARY DITCH INLET PROTECTION | | |
0037 205-06934 1.600 Mg | 390.00000 624.00| 750.00000 1200.00| 386.00000 617.60
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -16
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 205-06937 2365.000 m | 3.75000 8868.75| 5.00000 11825.00| 3.63000 8584.95
TEMPORARY SILT FENCE | | |
0039 207-08263 74375.000 m2 | 4.00000 297500.00| 4.40000 327250.00| 5.00000 371875.00
SUBGRADE TREATMENT, TYPE IA | | |
0040 207-08264 2437.000 m2 | 3.50000 8529.50| 4.75000 11575.75| 3.00000 7311.00
SUBGRADE TREATMENT, TYPE II | | |
0041 207-08266 5452.000 m2 | 9.94000 54192.88| 7.75000 42253.00| 1.00000 5452.00
SUBGRADE TREATMENT, TYPE III | | |
0043 211-06467 55.400 m3 | 160.00000 8864.00| 47.00000 2603.80| 75.00000 4155.00
AGGREGATE FOR END BENT BACKFILL | | |
0044 211-07454 10071.400 m3 | 26.00000 261856.40| 30.00000 302142.00| 30.00000 302142.00
STRUCTURE BACKFILL | | |
0045 213-52830 19.900 m3 | 250.00000 4975.00| 128.00000 2547.20| 250.00000 4975.00
FLOWABLE MORTAR | | |
0046 301-07448 10007.000 Mg | 20.00000 200140.00| 19.00000 190133.00| 20.00000 200140.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0047 302-07455 69.800 m3 | 25.00000 1745.00| 50.00000 3490.00| 85.00000 5933.00
DENSE GRADED SUBBASE | | |
0048 303-05692 2372.600 Mg | 28.00000 66432.80| 22.50000 53383.50| 20.00000 47452.00
STONE, NO. 8 | | |
0049 303-07449 31.200 Mg | 24.00000 748.80| 25.00000 780.00| 25.00000 780.00
COMPACTED AGGREGATE, NO. 73 | | |
0050 401-07328 7773.000 Mg | 71.00000 551883.00| 71.00000 551883.00| 69.10000 537114.30
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0051 401-07333 422.200 Mg | 85.00000 35887.00| 85.00000 35887.00| 83.65000 35317.03
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0052 401-07398 15554.000 Mg | 57.00000 886578.00| 52.50000 816585.00| 50.55000 786254.70
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0053 401-07402 928.900 Mg | 63.00000 58520.70| 63.00000 58520.70| 61.40000 57034.46
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0054 401-07407 2441.900 Mg | 49.00000 119653.10| 55.25000 134914.98| 53.50000 130641.65
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0055 401-07408 36835.000 Mg | 49.00000 1804915.00| 55.50000 2044342.50| 54.65000 2013032.75
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0056 401-08333 836.600 Mg | 58.00000 48522.80| 61.50000 51450.90| 60.50000 50614.30
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0057 402-07432 122.000 Mg | 121.72000 14849.84| 113.00000 13786.00| 112.00000 13664.00
HMA SURFACE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -17
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 402-07433 113.600 Mg | 120.00000 13632.00| 325.00000 36920.00| 320.00000 36352.00
HMA SURFACE, TYPE B | | |
0059 402-07435 366.000 Mg | 87.20000 31915.20| 71.50000 26169.00| 70.40000 25766.40
HMA INTERMEDIATE, TYPE A | | |
0061 406-05520 75.000 Mg | 376.27000 28220.25| 350.00000 26250.00| 350.00000 26250.00
ASPHALT FOR TACK COAT | | |
0062 601-01128 4.000 EACH | 1150.00000 4600.00| 1250.00000 5000.00| 1150.00000 4600.00
GUARDRAIL TRANSITION TYPE WGB | | |
0063 601-01522 8.000 EACH | 1725.00000 13800.00| 1825.00000 14600.00| 1725.00000 13800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-01839 2.000 EACH | 1675.00000 3350.00| 1725.00000 3450.00| 1675.00000 3350.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0065 601-01846 1.000 EACH | 1550.00000 1550.00| 1700.00000 1700.00| 1550.00000 1550.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0066 601-06037 1.000 EACH | 790.00000 790.00| 1000.00000 1000.00| 790.00000 790.00
GUARDRAIL END TREATMENT, I | | |
0067 601-94689 8.000 EACH | 2225.00000 17800.00| 2500.00000 20000.00| 2225.00000 17800.00
GUARDRAIL END TREATMENT, OS | | |
0068 601-99105 492.000 m | 50.25000 24723.00| 52.50000 25830.00| 50.25000 24723.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0069 602-06729 10.000 EACH | 10.00000 100.00| 10.00000 100.00| 15.00000 150.00
BARRIER DELINEATOR | | |
0070 604-06070 2384.000 m2 | 50.00000 119200.00| 47.50000 113240.00| 35.00000 83440.00
SIDEWALK, CONCRETE | | |
0071 604-07894 21.000 m2 | 130.00000 2730.00| 182.00000 3822.00| 120.00000 2520.00
CURB RAMP, CONCRETE, A | | |
0072 604-07896 25.000 m2 | 130.00000 3250.00| 182.00000 4550.00| 120.00000 3000.00
CURB RAMP, CONCRETE, B | | |
0073 604-07900 49.000 m2 | 156.53000 7669.97| 182.00000 8918.00| 120.00000 5880.00
CURB RAMP, CONCRETE, F | | |
0074 604-07901 45.000 m2 | 156.00000 7020.00| 182.00000 8190.00| 120.00000 5400.00
CURB RAMP, CONCRETE, G | | |
0075 604-07902 40.000 m2 | 130.00000 5200.00| 182.00000 7280.00| 120.00000 4800.00
CURB RAMP, CONCRETE, H | | |
0077 605-06155 2281.000 m | 34.00000 77554.00| 65.00000 148265.00| 57.50000 131157.50
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0080 609-06259 466.000 m2 | 96.00000 44736.00| 94.00000 43804.00| 95.00000 44270.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
300 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -18
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 610-07486 906.000 Mg | 98.00000 88788.00| 142.50000 129105.00| 140.00000 126840.00
HMA FOR APPROACHES, TYPE A | | |
0082 610-07487 1415.600 Mg | 105.93000 149954.51| 97.50000 138021.00| 96.00000 135897.60
HMA FOR APPROACHES, TYPE B | | |
0083 610-07712 846.000 m2 | 68.00000 57528.00| 60.00000 50760.00| 60.00000 50760.00
PCCP FOR APPROACHES, 150 mm , FOR | | |
DRIVEWAYS | | |
0085 611-06497 41.000 EACH | 175.00000 7175.00| 180.00000 7380.00| 175.00000 7175.00
MAILBOX ASSEMBLY, SINGLE | | |
0086 611-06498 6.000 EACH | 235.00000 1410.00| 240.00000 1440.00| 235.00000 1410.00
MAILBOX ASSEMBLY, DOUBLE | | |
0087 615-06336 2.000 EACH | 1000.00000 2000.00| 650.00000 1300.00| 750.00000 1500.00
MONUMENT , SURVEY, INSTALL | | |
0088 615-06490 221.000 EACH | 125.00000 27625.00| 125.00000 27625.00| 115.00000 25415.00
RIGHT OF WAY MARKER | | |
0089 615-06505 116.000 EACH | 141.00000 16356.00| 500.00000 58000.00| 475.00000 55100.00
MONUMENT, B | | |
0090 615-06510 4.000 EACH | 325.00000 1300.00| 500.00000 2000.00| 475.00000 1900.00
MONUMENT, C | | |
0091 615-06527 2.000 EACH | 325.00000 650.00| 500.00000 1000.00| 475.00000 950.00
MONUMENT, SECTION CORNER | | |
0092 616-02320 6483.000 m2 | 1.87000 12123.21| 2.80000 18152.40| 2.00000 12966.00
GEOTEXTILES | | |
0093 616-06405 3835.000 Mg | 35.20000 134992.00| 25.00000 95875.00| 35.00000 134225.00
RIPRAP, REVETMENT | | |
0094 616-93019 272.000 m2 | 74.67000 20310.24| 65.00000 17680.00| 60.00000 16320.00
RIPRAP, GROUTED, 450 mm | | |
0095 621-01004 1.000 EACH | 500.00000 500.00| 650.00000 650.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0096 621-06545 11.000 Mg | 606.39000 6670.29| 1075.00000 11825.00| 607.00000 6677.00
FERTILIZER | | |
0097 621-06553 2388.000 kg | 4.97000 11868.36| 6.00000 14328.00| 5.00000 11940.00
SEED MIXTURE, R | | |
0098 621-06557 14.000 kg | 4.75000 66.50| 27.00000 378.00| 4.75000 66.50
SEED MIXTURE, T | | |
0099 621-06565 57.000 Mg | 385.89000 21995.73| 410.00000 23370.00| 386.00000 22002.00
MULCHING MATERIAL | | |
0100 621-06567 546.000 kL | 1.30000 709.80| 1.00000 546.00| 1.30000 709.80
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -19
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 621-06574 9592.000 m2 | 2.76000 26473.92| 3.25000 31174.00| 2.76000 26473.92
SODDING | | |
0102 621-06575 20875.000 m2 | 3.30000 68887.50| 3.25000 67843.75| 2.76000 57615.00
SODDING, NURSERY | | |
0103 701-51195 307.300 m | 175.03000 53786.72| 155.00000 47631.50| 210.00000 64533.00
PILE, STEEL H, HP 310 X 79 | | |
0104 701-91792 28.000 EACH | 120.00000 3360.00| 110.00000 3080.00| 100.00000 2800.00
PILE TIP, STEEL H | | |
0105 701-99155 LUMP | 1.00000 1.00| 3000.00000 3000.00| 2500.00000 2500.00
SHEET PILING, STEEL, TEMPORARY | | |
0106 702-51100 39.000 kg | 26.81000 1045.59| 9.50000 370.50| 10.00000 390.00
DRAIN PIPE, CAST IRON, 150 mm | | |
0107 702-51110 292.000 kg | 5.00000 1460.00| 8.75000 2555.00| 9.00000 2628.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0108 702-51863 1406.000 EACH | 7.00000 9842.00| 10.00000 14060.00| 32.00000 44992.00
FIELD DRILLED HOLE IN CONCRETE | | |
0109 703-51032 39690.000 kg | 2.20000 87318.00| 2.00000 79380.00| 2.50000 99225.00
REINFORCING STEEL, EPOXY COATED | | |
0110 704-51002 212.600 m3 | 800.53000 170192.68| 640.00000 136064.00| 1000.00000 212600.00
CONCRETE, C, SUPERSTRUCTURE | | |
0111 706-05732 4.000 EACH | 1700.00000 6800.00| 1250.00000 5000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0112 706-05733 4.000 EACH | 1700.00000 6800.00| 1250.00000 5000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0113 706-06339 135.800 m | 202.00000 27431.60| 212.00000 28789.60| 210.00000 28518.00
RAILING, PF-1 | | |
0114 706-06351 4.000 EACH | 2000.00000 8000.00| 1750.00000 7000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0115 706-51020 34.500 m3 | 800.15000 27605.18| 580.00000 20010.00| 800.00000 27600.00
CONCRETE, C, RAILING | | |
0116 707-06628 124.000 m2 | 840.74000 104251.76| 700.00000 86800.00| 655.00000 81220.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
838mm X 1219mm | | |
0117 707-06628 158.000 m2 | 660.56000 104368.48| 750.00000 118500.00| 755.00000 119290.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | |
CB, 1067 mm X 1219 mm | | |
0118 709-51821 LUMP | 3040.32000 3040.32| 3250.00000 3250.00| 5550.00000 5550.00
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -20
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 709-51821 LUMP | 2809.03000 2809.03| 3250.00000 3250.00| 5550.00000 5550.00
SURFACE SEAL , 238-29-03779B | | |
0120 709-51821 LUMP | 2860.42000 2860.42| 3250.00000 3250.00| 5550.00000 5550.00
SURFACE SEAL , 238-29-03781-A | | |
0121 711-51070 40.000 EACH | 75.00000 3000.00| 105.00000 4200.00| 500.00000 20000.00
ANCHOR PLATE, AP 1 | | |
0122 714-01366 22.000 m | 4400.00000 96800.00| 2750.00000 60500.00| 2700.00000 59400.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3000 mm x 1200 mm | | |
0123 714-02677 36.000 m | 1500.00000 54000.00| 1200.00000 43200.00| 1210.00000 43560.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1200 mm x 1200 mm | | |
0124 714-05760 31.000 m | 4600.00000 142600.00| 3400.00000 105400.00| 3230.00000 100130.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3600 mm X 1500 mm | | |
0125 714-07540 20.000 m | 1600.00000 32000.00| 700.00000 14000.00| 890.00000 17800.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 600 mm X 900 mm | | |
0126 714-09159 19.000 m | 2000.00000 38000.00| 1000.00000 19000.00| 1210.00000 22990.00
CULVERT, PRECAST REINFORCED CONCRETE | | |
BOX, 1150mm X 730mm | | |
0127 714-93978 18.000 m | 1800.00000 32400.00| 1000.00000 18000.00| 1070.00000 19260.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1200 mm x 600 mm | | |
0128 715-04612 192.000 m | 250.00000 48000.00| 145.00000 27840.00| 134.00000 25728.00
PIPE , PVC 305 mm, SDR-26 | | |
0129 715-04612 182.000 m | 200.00000 36400.00| 100.00000 18200.00| 103.00000 18746.00
PIPE , PVC, 150 mm, C900 | | |
0130 715-04612 885.000 m | 230.00000 203550.00| 165.00000 146025.00| 116.00000 102660.00
PIPE , PVC, 203mm, C900 | | |
0131 715-04612 1226.000 m | 240.00000 294240.00| 165.00000 202290.00| 114.00000 139764.00
PIPE , PVC, 203mm, SDR-26 | | |
0132 715-05048 1261.000 m | 10.00000 12610.00| 12.50000 15762.50| 15.90000 20049.90
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0133 715-05053 32.000 m | 16.00000 512.00| 50.00000 1600.00| 45.60000 1459.20
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0134 715-05119 127.000 m | 160.00000 20320.00| 125.00000 15875.00| 95.50000 12128.50
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0135 715-05121 36.000 m | 165.00000 5940.00| 135.00000 4860.00| 103.00000 3708.00
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -21
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 715-05123 56.000 m | 220.00000 12320.00| 160.00000 8960.00| 129.00000 7224.00
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0137 715-05149 432.200 m | 150.00000 64830.00| 120.00000 51864.00| 89.60000 38725.12
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0138 715-05151 1549.800 m | 130.00000 201474.00| 130.00000 201474.00| 95.30000 147695.94
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0139 715-05152 368.600 m | 150.00000 55290.00| 135.00000 49761.00| 103.00000 37965.80
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0140 715-05153 42.400 m | 180.00000 7632.00| 145.00000 6148.00| 119.00000 5045.60
PIPE, TYPE 2, CIRCULAR, 525 mm | | |
0141 715-05154 76.700 m | 230.00000 17641.00| 160.00000 12272.00| 129.00000 9894.30
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0142 715-05155 401.100 m | 220.00000 88242.00| 180.00000 72198.00| 190.00000 76209.00
PIPE, TYPE 2, CIRCULAR, 675 mm | | |
0143 715-05156 126.000 m | 280.00000 35280.00| 190.00000 23940.00| 159.00000 20034.00
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0144 715-05169 488.000 m | 130.00000 63440.00| 120.00000 58560.00| 104.00000 50752.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0145 715-05175 27.000 m | 280.00000 7560.00| 190.00000 5130.00| 170.00000 4590.00
PIPE, TYPE 3, CIRCULAR, 750 mm | | |
0146 715-05334 3.000 m | 350.00000 1050.00| 150.00000 450.00| 475.00000 1425.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 0.42 | | |
m2 | | |
0147 715-05407 66.000 m | 16.77000 1106.82| 28.00000 1848.00| 25.00000 1650.00
PIPE, END BENT DRAIN, 150 mm | | |
0148 715-05697 33.000 m | 132.45000 4370.85| 105.00000 3465.00| 97.90000 3230.70
PIPE, REINFORCED CONCRETE, II, D0.3=50, | | |
300 mm | | |
0149 715-05708 41.000 m | 142.49000 5842.09| 125.00000 5125.00| 95.30000 3907.30
PIPE, REINFORCED CONCRETE, II, D0.3=50, | | |
375 mm | | |
0150 715-06377 778.000 m | 200.00000 155600.00| 110.00000 85580.00| 198.00000 154044.00
SERVICE LATERAL , 152 mm | | |
0151 715-08305 977.300 Mg | 97.00000 94798.10| 100.00000 97730.00| 125.00000 122162.50
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0152 715-46005 112.000 EACH | 600.00000 67200.00| 350.00000 39200.00| 398.00000 44576.00
PIPE END SECTION, 375 mm | | |
0153 715-46010 4.000 EACH | 700.00000 2800.00| 400.00000 1600.00| 480.00000 1920.00
PIPE END SECTION, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -22
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0154 715-46020 4.000 EACH | 800.00000 3200.00| 525.00000 2100.00| 620.00000 2480.00
PIPE END SECTION, 600 mm | | |
0155 715-46030 5.000 EACH | 900.00000 4500.00| 725.00000 3625.00| 895.00000 4475.00
PIPE END SECTION, 750 mm | | |
0156 715-97607 1.000 EACH | 1200.00000 1200.00| 950.00000 950.00| 983.00000 983.00
PIPE END SECTION, MIN. AREA .42 m2 | | |
0157 718-52610 288.000 m3 | 45.29000 13043.52| 55.00000 15840.00| 52.00000 14976.00
AGGREGATE FOR UNDERDRAINS | | |
0158 718-99153 2126.000 m2 | 0.43000 914.18| 2.00000 4252.00| 1.70000 3614.20
GEOTEXTILES FOR UNDERDRAIN | | |
0159 720-03194 20.000 EACH | 3000.00000 60000.00| 3600.00000 72000.00| 3450.00000 69000.00
MANHOLE | | |
0160 720-44000 4.000 EACH | 600.00000 2400.00| 500.00000 2000.00| 454.00000 1816.00
CASTING, ADJUST TO GRADE | | |
0161 720-44296 3.000 EACH | 1200.00000 3600.00| 375.00000 1125.00| 674.00000 2022.00
CAP INLET | | |
0162 720-45030 3.000 EACH | 2000.00000 6000.00| 1600.00000 4800.00| 1180.00000 3540.00
INLET, E7 | | |
0163 720-45035 15.000 EACH | 1300.00000 19500.00| 1600.00000 24000.00| 1190.00000 17850.00
INLET, F7 | | |
0164 720-45045 8.000 EACH | 1600.00000 12800.00| 1700.00000 13600.00| 1470.00000 11760.00
INLET, J10 | | |
0165 720-45055 6.000 EACH | 1600.00000 9600.00| 1780.00000 10680.00| 1470.00000 8820.00
INLET, M10 | | |
0166 720-45410 18.000 EACH | 3800.00000 68400.00| 2500.00000 45000.00| 2280.00000 41040.00
MANHOLE, C4 | | |
0167 720-94612 2.000 EACH | 4800.00000 9600.00| 4800.00000 9600.00| 4290.00000 8580.00
MANHOLE, K4 | | |
0168 720-95422 10.000 EACH | 3800.00000 38000.00| 3000.00000 30000.00| 2930.00000 29300.00
MANHOLE, J4 | | |
0169 720-98174 18.000 EACH | 2600.00000 46800.00| 2250.00000 40500.00| 1940.00000 34920.00
INLET, B15 | | |
0170 720-98555 4.000 EACH | 2600.00000 10400.00| 2250.00000 9000.00| 1930.00000 7720.00
INLET, C15 | | |
0171 722-51842 896.000 m2 | 56.05000 50220.80| 52.50000 47040.00| 70.00000 62720.00
BRIDGE DECK OVERLAY | | |
0172 722-51846 4.800 m3 | 434.94000 2087.71| 434.50000 2085.60| 750.00000 3600.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0173 722-51852 43.800 m2 | 135.13000 5918.69| 120.00000 5256.00| 75.00000 3285.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -23
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0174 722-60824 896.000 m2 | 3.65000 3270.40| 5.00000 4480.00| 7.00000 6272.00
SURFACE MILLING | | |
0175 724-03276 28.700 m | 250.07000 7177.01| 240.00000 6888.00| 350.00000 10045.00
EXPANSION JOINT SEALING SYSTEM | | |
0176 729-51875 1.000 m2 | 1029.29000 1029.29| 1000.00000 1000.00| 300.00000 300.00
CONCRETE, A, PATCHING | | |
0177 732-03063 3.000 EACH | 2000.00000 6000.00| 2950.00000 8850.00| 2390.00000 7170.00
TAPPING SLEEVE , AND VALVE, 100 mm X | | |
100 mm | | |
0178 732-03063 1.000 EACH | 2200.00000 2200.00| 3200.00000 3200.00| 2690.00000 2690.00
TAPPING SLEEVE , AND VALVE, 150 mm X | | |
150 mm | | |
0179 732-03063 1.000 EACH | 2600.00000 2600.00| 3450.00000 3450.00| 2990.00000 2990.00
TAPPING SLEEVE , AND VALVE, 200 mm X | | |
150 mm | | |
0180 732-03063 1.000 EACH | 3200.00000 3200.00| 3600.00000 3600.00| 3580.00000 3580.00
TAPPING SLEEVE , AND VALVE, 200mm X | | |
200mm | | |
0181 732-03942 1.000 EACH | 3800.00000 3800.00| 3200.00000 3200.00| 4180.00000 4180.00
HYDRANT , 150 mm | | |
0182 732-03942 7.000 EACH | 4000.00000 28000.00| 3500.00000 24500.00| 4480.00000 31360.00
HYDRANT , 200 mm | | |
0183 732-03943 3.000 EACH | 1000.00000 3000.00| 1550.00000 4650.00| 1190.00000 3570.00
WATER VALVE , 152 mm | | |
0184 732-03943 11.000 EACH | 1300.00000 14300.00| 1800.00000 19800.00| 1490.00000 16390.00
WATER VALVE , 203 mm | | |
0186 732-04987 2.000 EACH | 2500.00000 5000.00| 2750.00000 5500.00| 1790.00000 3580.00
CONNECTION , TO EXISTING MANHOLE | | |
0187 732-04994 67.000 EACH | 500.00000 33500.00| 750.00000 50250.00| 981.00000 65727.00
METER , WATER METERS-COMPLETE | | |
0188 732-06050 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 299.00000 299.00
CAP , 150 mm COMPLETE | | |
0189 732-06050 8.000 EACH | 450.00000 3600.00| 550.00000 4400.00| 358.00000 2864.00
CAP , 200 mm COMPLETE | | |
0190 801-03290 4.000 EACH | 200.00000 800.00| 400.00000 1600.00| 350.00000 1400.00
CONSTRUCTION SIGN, C | | |
0191 801-04308 41.000 EACH | 150.00000 6150.00| 450.00000 18450.00| 250.00000 10250.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0192 801-06625 51.000 EACH | 150.00000 7650.00| 150.00000 7650.00| 85.00000 4335.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -24
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0193 801-06640 49.000 EACH | 150.00000 7350.00| 350.00000 17150.00| 150.00000 7350.00
CONSTRUCTION SIGN, A | | |
0194 801-06645 2.000 EACH | 150.00000 300.00| 65.00000 130.00| 75.00000 150.00
CONSTRUCTION SIGN, B | | |
0195 801-06775 LUMP | 60000.00000 60000.00| 250000.00000 250000.00| 250000.00000 250000.00
MAINTAINING TRAFFIC | | |
0196 801-07118 112.200 m | 32.80000 3680.16| 100.00000 11220.00| 48.00000 5385.60
BARRICADE, III-A | | |
0197 801-07119 172.800 m | 32.80000 5667.84| 125.00000 21600.00| 48.00000 8294.40
BARRICADE, III-B | | |
0198 802-04893 5.000 EACH | 180.00000 900.00| 190.00000 950.00| 180.00000 900.00
REFERENCE POST | | |
0199 802-05701 720.300 m | 31.16000 22444.55| 34.00000 24490.20| 31.15000 22437.35
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0200 802-76025 42.740 m2 | 246.99000 10556.35| 250.00000 10685.00| 247.00000 10556.78
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0201 802-76035 46.810 m2 | 161.00000 7536.41| 165.00000 7723.65| 161.00000 7536.41
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0202 802-91122 11.000 EACH | 90.00000 990.00| 100.00000 1100.00| 90.00000 990.00
SIGN, GROUND MOUNTED, RESET | | |
0203 808-06703 17200.000 m | 1.00000 17200.00| 1.10000 18920.00| 0.90000 15480.00
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0204 808-06713 69.000 m | 2.00000 138.00| 3.00000 207.00| 2.00000 138.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0205 808-75051 301.000 m | 4.00000 1204.00| 8.25000 2483.25| 3.00000 903.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
100 mm | | |
0206 808-75054 262.000 m | 4.00000 1048.00| 8.25000 2161.50| 3.00000 786.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
100 mm | | |
0207 808-75063 39.000 m | 4.00000 156.00| 8.25000 321.75| 3.18000 124.02
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
100 mm | | |
0208 808-75240 3245.000 m | 1.00000 3245.00| 1.10000 3569.50| 0.90000 2920.50
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 194 -25
TABULATION OF BIDS
ROUTE : 238
CALL ORDER : 194 CONTRACT ID : R -28939-A COUNTIES : HANCOCK HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1364963 |( 6 ) 35-1875662
|ATLAS EXCAVATING INC |ERBER & MILLIGAN CONSTR. CO. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0209 808-75245 14291.000 m | 1.00000 14291.00| 1.10000 15720.10| 0.90000 12861.90
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0210 808-75297 115.000 m | 12.00000 1380.00| 12.50000 1437.50| 10.00000 1150.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0211 808-75998 740.000 EACH | 15.50000 11470.00| 18.50000 13690.00| 15.50000 11470.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0212 808-95933 81.000 m | 4.00000 324.00| 7.50000 607.50| 5.25000 425.25
CURB PAINTING, YELLOW | | |
0213 306-08042 26207.000 m2 | 0.41000 10744.87| 2.00000 52414.00| 1.00000 26207.00
MILLING, SCARIFICATION/PROFILE | | |
0214 304-07490 61.000 Mg | 130.00000 7930.00| 145.00000 8845.00| 140.00000 8540.00
HMA PATCHING, TYPE B | | |
0215 732-05560 149.300 m | 125.00000 18662.50| 100.00000 14930.00| 75.00000 11197.50
SERVICE LINE , K, COPPER, 19 mm | | |
0216 720-45270 16.000 EACH | 1200.00000 19200.00| 1200.00000 19200.00| 700.00000 11200.00
PIPE CATCH BASIN, 450 mm | | |
0217 720-45265 1.000 EACH | 1200.00000 1200.00| 900.00000 900.00| 650.00000 650.00
PIPE CATCH BASIN, 375 mm | | |
0218 805-96014 7497.000 m | 5.00000 37485.00| 3.00000 22491.00| 9.00000 67473.00
SAW CUT, FULL DEPTH | | |
0219 716-09360 181.400 m | 150.00000 27210.00| 150.00000 27210.00| 75.00000 13605.00
PIPE INSTALLATION, TRENCHLESS, 75 mm | | |
SECTION TOTALS | $ 11,407,676.97| $ 11,861,915.13| $ 12,037,133.53
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 11,407,676.97| $ 11,861,915.13| $ 12,037,133.53
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0183030
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,976,000.00 100.0000%
2 35-0626844 J.H. RUDOLPH & COMPANY $ 2,007,628.90 101.6007%
3 35-1139301 E & B PAVING INC $ 2,076,665.00 105.0944%
4 35-1418333 ROGERS GROUP, INC. $ 2,100,767.25 106.3141%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -2
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 14800.00000 14800.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 1350.00000 18900.00| 945.00000 13230.00| 1835.00000 25690.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 250.00000 500.00| 120.00000 240.00| 50.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 28.000 MOS | 60.00000 1680.00| 80.00000 2240.00| 45.00000 1260.00
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 | 240.00000 6720.00| 295.00000 8260.00| 315.00000 8820.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 14.000 MOS | 50.00000 700.00| 80.00000 1120.00| 130.00000 1820.00
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 | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 98600.00000 98600.00| 100300.00000 100300.00| 103000.00000 103000.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 202-02241 632.000 LFT | 4.00000 2528.00| 4.40000 2780.80| 4.00000 2528.00
GUARDRAIL, REMOVE | | |
0016 202-02278 32.000 LFT | 14.50000 464.00| 16.00000 512.00| 14.50000 464.00
CURB, CONCRETE, REMOVE | | |
0017 202-52710 111.000 SYS | 18.00000 1998.00| 19.80000 2197.80| 18.00000 1998.00
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -3
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-93741 16.000 EACH | 285.00000 4560.00| 154.00000 2464.00| 500.00000 8000.00
GUARD RAIL END TREATMENT, REMOVE | | |
0019 203-02000 100.000 CYS | 32.00000 3200.00| 25.50000 2550.00| 30.00000 3000.00
EXCAVATION, COMMON | | |
0020 203-02070 240.000 CYS | 26.50000 6360.00| 13.70000 3288.00| 25.00000 6000.00
BORROW | | |
0021 211-07454 295.000 CYS | 32.50000 9587.50| 90.00000 26550.00| 50.00000 14750.00
STRUCTURE BACKFILL | | |
0022 214-07202 61.000 SYS | 6.70000 408.70| 12.00000 732.00| 3.00000 183.00
GEOGRID, I | | |
0023 302-06464 55.000 CYS | 72.00000 3960.00| 80.00000 4400.00| 88.00000 4840.00
SUBBASE FOR PCCP | | |
0024 303-01180 30.000 TON | 44.00000 1320.00| 21.00000 630.00| 33.00000 990.00
COMPACTED AGGREGATE, NO. 53 | | |
0025 303-60012 200.000 TON | 35.60000 7120.00| 25.00000 5000.00| 28.00000 5600.00
AGGREGATE, 2 | | |
0026 304-07490 3110.000 TON | 115.00000 357650.00| 115.00000 357650.00| 130.00000 404300.00
HMA PATCHING, TYPE B | | |
0027 306-08033 180177.000 SYS | 0.18000 32431.86| 0.20000 36035.40| 0.50000 90088.50
MILLING, ASPHALT, 1 IN. | | |
0028 306-08034 10245.000 SYS | 0.10000 1024.50| 0.20000 2049.00| 1.00000 10245.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0029 306-08043 500.000 SYS | 1.65000 825.00| 4.00000 2000.00| 0.50000 250.00
MILLING, TRANSITION | | |
0030 306-08432 13792.000 SYS | 1.05000 14481.60| 0.35000 4827.20| 0.50000 6896.00
MILLING, APPROACH | | |
0031 401-06264 LUMP | 1600.00000 1600.00| 6000.00000 6000.00| 5000.00000 5000.00
PROFILOGRAPH, HMA | | |
0032 401-07327 15751.000 TON | 55.00000 866305.00| 55.25000 870242.75| 55.00000 866305.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0033 406-05520 56.000 TON | 315.00000 17640.00| 325.00000 18200.00| 325.00000 18200.00
ASPHALT FOR TACK COAT | | |
0034 601-01625 2.000 EACH | 1525.00000 3050.00| 1525.00000 3050.00| 1525.00000 3050.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0035 601-01700 1.000 EACH | 2005.00000 2005.00| 2005.00000 2005.00| 2005.00000 2005.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0036 601-94689 15.000 EACH | 2500.00000 37500.00| 4000.00000 60000.00| 3185.00000 47775.00
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -4
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 601-99105 88.000 LFT | 20.00000 1760.00| 20.00000 1760.00| 20.00000 1760.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 604-07894 14.000 SYS | 160.00000 2240.00| 175.00000 2450.00| 160.00000 2240.00
CURB RAMP, CONCRETE, A | | |
0039 604-07898 8.100 SYS | 240.00000 1944.00| 260.00000 2106.00| 240.00000 1944.00
CURB RAMP, CONCRETE, D | | |
0040 604-07900 14.300 SYS | 140.00000 2002.00| 155.00000 2216.50| 140.00000 2002.00
CURB RAMP, CONCRETE, F | | |
0041 604-07901 93.100 SYS | 160.00000 14896.00| 174.00000 16199.40| 160.00000 14896.00
CURB RAMP, CONCRETE, G | | |
0042 604-07902 18.900 SYS | 170.00000 3213.00| 185.00000 3496.50| 170.00000 3213.00
CURB RAMP, CONCRETE, H | | |
0043 604-91531 30.000 SYS | 34.00000 1020.00| 37.50000 1125.00| 65.00000 1950.00
SIDEWALK, CONCRETE, 4 IN. | | |
0044 605-06121 24.000 LFT | 20.50000 492.00| 22.00000 528.00| 50.00000 1200.00
CURB, CONCRETE, B | | |
0045 610-07487 1298.000 TON | 68.00000 88264.00| 80.00000 103840.00| 93.00000 120714.00
HMA FOR APPROACHES, TYPE B | | |
0046 612-04315 17.300 TON | 1410.00000 24393.00| 1410.00000 24393.00| 1410.00000 24393.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0047 612-60410 289.000 EACH | 13.00000 3757.00| 14.30000 4132.70| 13.00000 3757.00
DRILLED HOLE FOR UNDERSEAL | | |
0048 616-02320 375.000 SYS | 1.75000 656.25| 3.00000 1125.00| 4.00000 1500.00
GEOTEXTILES | | |
0049 616-06451 75.000 TON | 40.50000 3037.50| 40.00000 3000.00| 41.00000 3075.00
RIPRAP, UNIFORM | | |
0050 621-01004 4.000 EACH | 690.00000 2760.00| 690.00000 2760.00| 690.00000 2760.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06559 400.000 SYS | 4.70000 1880.00| 5.00000 2000.00| 4.70000 1880.00
MULCHED SEEDING, R | | |
0052 621-06575 162.000 SYS | 18.30000 2964.60| 23.00000 3726.00| 18.30000 2964.60
SODDING, NURSERY | | |
0053 714-93978 46.000 LFT | 375.00000 17250.00| 235.00000 10810.00| 255.00000 11730.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 4 FT. X 2 FT. | | |
0054 714-99346 96.000 LFT | 380.00000 36480.00| 210.00000 20160.00| 225.00000 21600.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3 FT. X 2 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -5
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 715-03475 1.000 EACH | 755.00000 755.00| 500.00000 500.00| 522.00000 522.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0056 715-05119 264.000 LFT | 36.00000 9504.00| 70.00000 18480.00| 60.00000 15840.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0057 715-05123 252.000 LFT | 47.00000 11844.00| 80.00000 20160.00| 63.00000 15876.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0058 715-05125 95.000 LFT | 60.00000 5700.00| 85.00000 8075.00| 65.00000 6175.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0059 715-05149 17.000 LFT | 53.00000 901.00| 100.00000 1700.00| 95.00000 1615.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0060 715-05169 31.000 LFT | 85.00000 2635.00| 100.00000 3100.00| 50.00000 1550.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0061 715-08283 326.000 SYS | 37.00000 12062.00| 50.00000 16300.00| 38.00000 12388.00
PCCP FOR STRUCTURE INSTALLATION | | |
0062 715-08305 110.000 TON | 70.00000 7700.00| 100.00000 11000.00| 210.00000 23100.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0063 715-46005 10.000 EACH | 350.00000 3500.00| 250.00000 2500.00| 545.00000 5450.00
PIPE END SECTION, 15 IN. | | |
0064 715-46020 10.000 EACH | 450.00000 4500.00| 350.00000 3500.00| 735.00000 7350.00
PIPE END SECTION, 24 IN. | | |
0065 715-46030 3.000 EACH | 535.00000 1605.00| 600.00000 1800.00| 750.00000 2250.00
PIPE END SECTION, 30 IN. | | |
0066 720-02030 1.000 EACH | 600.00000 600.00| 625.00000 625.00| 560.00000 560.00
INLET GRATE NEENAH R-4882-A OR | | |
EQUIVALENT | | |
0067 720-04682 1.000 EACH | 1410.00000 1410.00| 2200.00000 2200.00| 1900.00000 1900.00
INLET, , F | | |
0068 720-44000 1.000 EACH | 725.00000 725.00| 300.00000 300.00| 500.00000 500.00
CASTING, ADJUST TO GRADE | | |
0069 720-44296 1.000 EACH | 900.00000 900.00| 450.00000 450.00| 955.00000 955.00
CAP INLET | | |
0070 720-45015 2.000 EACH | 1800.00000 3600.00| 2000.00000 4000.00| 2350.00000 4700.00
INLET, A8 | | |
0071 801-03290 4.000 EACH | 325.00000 1300.00| 300.00000 1200.00| 325.00000 1300.00
CONSTRUCTION SIGN, C | | |
0072 801-04308 2.000 EACH | 165.00000 330.00| 310.00000 620.00| 165.00000 330.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0073 801-06203 5543.000 LFT | 0.55000 3048.65| 0.90000 4988.70| 0.65000 3602.95
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -6
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 801-06207 5543.000 LFT | 1.15000 6374.45| 2.00000 11086.00| 1.50000 8314.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0075 801-06625 37.000 EACH | 85.00000 3145.00| 100.00000 3700.00| 85.00000 3145.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0076 801-06640 80.000 EACH | 139.00000 11120.00| 148.00000 11840.00| 139.00000 11120.00
CONSTRUCTION SIGN, A | | |
0077 801-06775 LUMP | 118649.35000 118649.35| 76150.00000 76150.00| 18137.42000 18137.42
MAINTAINING TRAFFIC | | |
0078 801-07118 48.000 LFT | 12.00000 576.00| 22.00000 1056.00| 12.00000 576.00
BARRICADE, III-A | | |
0079 805-78470 110.000 LFT | 2.00000 220.00| 2.00000 220.00| 0.75000 82.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0080 805-78795 40.000 LFT | 15.00000 600.00| 16.00000 640.00| 9.00000 360.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0081 808-06712 8409.000 LFT | 0.16000 1345.44| 0.16000 1345.44| 0.16000 1345.44
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0082 808-06713 110968.000 LFT | 0.10000 11096.80| 0.10000 11096.80| 0.11000 12206.48
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0083 808-06714 63331.000 LFT | 0.10000 6333.10| 0.11000 6966.41| 0.11000 6966.41
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0084 808-75297 109.000 LFT | 6.50000 708.50| 6.50000 708.50| 6.50000 708.50
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0085 808-75300 43.000 LFT | 4.90000 210.70| 5.00000 215.00| 4.90000 210.70
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0086 808-75320 1.000 EACH | 109.00000 109.00| 112.00000 112.00| 109.00000 109.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0087 808-75325 1.000 EACH | 146.00000 146.00| 150.00000 150.00| 146.00000 146.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0088 808-75340 2.000 EACH | 483.00000 966.00| 485.00000 970.00| 483.00000 966.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0089 808-75996 1195.000 EACH | 5.30000 6333.50| 6.00000 7170.00| 5.40000 6453.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -7
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301
|GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 808-75998 1211.000 EACH | 15.00000 18165.00| 15.00000 18165.00| 15.00000 18165.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0091 808-94435 1.000 EACH | 146.00000 146.00| 150.00000 150.00| 146.00000 146.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
SECTION TOTALS | $ 1,976,000.00| $ 2,007,628.90| $ 2,076,665.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,976,000.00| $ 2,007,628.90| $ 2,076,665.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -8
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1418333 |( ) |( )
|ROGERS GROUP, 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 | 10400.00000 10400.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 2175.00000 30450.00| |
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 28.000 MOS | 70.00000 1960.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 28.000 MOS | 250.00000 7000.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 14.000 MOS | 75.00000 1050.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 35000.00000 35000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0015 202-02241 632.000 LFT | 4.00000 2528.00| |
GUARDRAIL, REMOVE | | |
0016 202-02278 32.000 LFT | 14.80000 473.60| |
CURB, CONCRETE, REMOVE | | |
0017 202-52710 111.000 SYS | 26.50000 2941.50| |
SIDEWALK, CONCRETE, REMOVE | | |
0018 202-93741 16.000 EACH | 400.00000 6400.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -9
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1418333 |( ) |( )
|ROGERS GROUP, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 100.000 CYS | 35.50000 3550.00| |
EXCAVATION, COMMON | | |
0020 203-02070 240.000 CYS | 25.00000 6000.00| |
BORROW | | |
0021 211-07454 295.000 CYS | 50.00000 14750.00| |
STRUCTURE BACKFILL | | |
0022 214-07202 61.000 SYS | 3.00000 183.00| |
GEOGRID, I | | |
0023 302-06464 55.000 CYS | 88.00000 4840.00| |
SUBBASE FOR PCCP | | |
0024 303-01180 30.000 TON | 33.00000 990.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0025 303-60012 200.000 TON | 28.00000 5600.00| |
AGGREGATE, 2 | | |
0026 304-07490 3110.000 TON | 145.00000 450950.00| |
HMA PATCHING, TYPE B | | |
0027 306-08033 180177.000 SYS | 0.45000 81079.65| |
MILLING, ASPHALT, 1 IN. | | |
0028 306-08034 10245.000 SYS | 0.55000 5634.75| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0029 306-08043 500.000 SYS | 0.90000 450.00| |
MILLING, TRANSITION | | |
0030 306-08432 13792.000 SYS | 2.25000 31032.00| |
MILLING, APPROACH | | |
0031 401-06264 LUMP | 7000.00000 7000.00| |
PROFILOGRAPH, HMA | | |
0032 401-07327 15751.000 TON | 53.25000 838740.75| |
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0033 406-05520 56.000 TON | 270.00000 15120.00| |
ASPHALT FOR TACK COAT | | |
0034 601-01625 2.000 EACH | 1525.00000 3050.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0035 601-01700 1.000 EACH | 2005.00000 2005.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0036 601-94689 15.000 EACH | 3250.00000 48750.00| |
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 88.000 LFT | 20.00000 1760.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -10
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1418333 |( ) |( )
|ROGERS GROUP, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07894 14.000 SYS | 136.50000 1911.00| |
CURB RAMP, CONCRETE, A | | |
0039 604-07898 8.100 SYS | 140.00000 1134.00| |
CURB RAMP, CONCRETE, D | | |
0040 604-07900 14.300 SYS | 162.00000 2316.60| |
CURB RAMP, CONCRETE, F | | |
0041 604-07901 93.100 SYS | 131.00000 12196.10| |
CURB RAMP, CONCRETE, G | | |
0042 604-07902 18.900 SYS | 131.00000 2475.90| |
CURB RAMP, CONCRETE, H | | |
0043 604-91531 30.000 SYS | 49.50000 1485.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
0044 605-06121 24.000 LFT | 29.00000 696.00| |
CURB, CONCRETE, B | | |
0045 610-07487 1298.000 TON | 97.50000 126555.00| |
HMA FOR APPROACHES, TYPE B | | |
0046 612-04315 17.300 TON | 1675.00000 28977.50| |
ASPHALT MATERIAL FOR UNDERSEAL | | |
0047 612-60410 289.000 EACH | 16.00000 4624.00| |
DRILLED HOLE FOR UNDERSEAL | | |
0048 616-02320 375.000 SYS | 4.00000 1500.00| |
GEOTEXTILES | | |
0049 616-06451 75.000 TON | 41.00000 3075.00| |
RIPRAP, UNIFORM | | |
0050 621-01004 4.000 EACH | 690.00000 2760.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06559 400.000 SYS | 4.70000 1880.00| |
MULCHED SEEDING, R | | |
0052 621-06575 162.000 SYS | 18.30000 2964.60| |
SODDING, NURSERY | | |
0053 714-93978 46.000 LFT | 257.50000 11845.00| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 4 FT. X 2 FT. | | |
0054 714-99346 96.000 LFT | 227.40000 21830.40| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3 FT. X 2 FT. | | |
0055 715-03475 1.000 EACH | 522.00000 522.00| |
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -11
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1418333 |( ) |( )
|ROGERS GROUP, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05119 264.000 LFT | 65.00000 17160.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0057 715-05123 252.000 LFT | 68.00000 17136.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0058 715-05125 95.000 LFT | 70.00000 6650.00| |
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0059 715-05149 17.000 LFT | 95.00000 1615.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0060 715-05169 31.000 LFT | 50.00000 1550.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0061 715-08283 326.000 SYS | 38.00000 12388.00| |
PCCP FOR STRUCTURE INSTALLATION | | |
0062 715-08305 110.000 TON | 120.00000 13200.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0063 715-46005 10.000 EACH | 545.00000 5450.00| |
PIPE END SECTION, 15 IN. | | |
0064 715-46020 10.000 EACH | 735.00000 7350.00| |
PIPE END SECTION, 24 IN. | | |
0065 715-46030 3.000 EACH | 750.00000 2250.00| |
PIPE END SECTION, 30 IN. | | |
0066 720-02030 1.000 EACH | 560.00000 560.00| |
INLET GRATE NEENAH R-4882-A OR | | |
EQUIVALENT | | |
0067 720-04682 1.000 EACH | 1900.00000 1900.00| |
INLET, , F | | |
0068 720-44000 1.000 EACH | 160.00000 160.00| |
CASTING, ADJUST TO GRADE | | |
0069 720-44296 1.000 EACH | 955.00000 955.00| |
CAP INLET | | |
0070 720-45015 2.000 EACH | 2350.00000 4700.00| |
INLET, A8 | | |
0071 801-03290 4.000 EACH | 275.00000 1100.00| |
CONSTRUCTION SIGN, C | | |
0072 801-04308 2.000 EACH | 295.00000 590.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0073 801-06203 5543.000 LFT | 0.35000 1940.05| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0074 801-06207 5543.000 LFT | 1.65000 9145.95| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 230 -12
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 230 CONTRACT ID : RS-28668-B COUNTIES : GIBSON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1418333 |( ) |( )
|ROGERS GROUP, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06625 37.000 EACH | 95.00000 3515.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0076 801-06640 80.000 EACH | 135.00000 10800.00| |
CONSTRUCTION SIGN, A | | |
0077 801-06775 LUMP | 83000.00000 83000.00| |
MAINTAINING TRAFFIC | | |
0078 801-07118 48.000 LFT | 20.85000 1000.80| |
BARRICADE, III-A | | |
0079 805-78470 110.000 LFT | 2.00000 220.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0080 805-78795 40.000 LFT | 15.00000 600.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0081 808-06712 8409.000 LFT | 0.15000 1261.35| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0082 808-06713 110968.000 LFT | 0.10000 11096.80| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0083 808-06714 63331.000 LFT | 0.15000 9499.65| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0084 808-75297 109.000 LFT | 6.70000 730.30| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0085 808-75300 43.000 LFT | 5.00000 215.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0086 808-75320 1.000 EACH | 150.00000 150.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0087 808-75325 1.000 EACH | 150.00000 150.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0088 808-75340 2.000 EACH | 495.00000 990.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0089 808-75996 1195.000 EACH | 4.00000 4780.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0090 808-75998 1211.000 EACH | 15.00000 18165.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0091 808-94435 1.000 EACH | 150.00000 150.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
SECTION TOTALS | $ 2,100,767.25| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,100,767.25| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 234 -1
VENDOR RANKING
CALL ORDER : 234 CONTRACT ID : B -27313-B COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/10/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999107
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 373,455.70 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 234 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 234 CONTRACT ID : B -27313-B COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2070195 |( ) |( )
|ALPHA EXCAVATING & LANDSCAPI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 9000.00000 9000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 12.000 MOS | 2400.00000 28800.00| |
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 250.00000 500.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 24.000 MOS | 185.00000 4440.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 400.00000 4800.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 200.00000 2400.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 20000.00000 20000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-90788 LUMP | 22182.50000 22182.50| |
DEBRIS, REMOVE , STR. NO. 1 | | |
0014 201-90788 LUMP | 6000.00000 6000.00| |
DEBRIS, REMOVE , STR. NO. 2 | | |
0015 201-90788 LUMP | 12500.00000 12500.00| |
DEBRIS, REMOVE , STR. NO. 3 | | |
0016 201-90788 LUMP | 2500.00000 2500.00| |
DEBRIS, REMOVE , STR. NO. 4 | | |
0017 201-90788 LUMP | 6000.00000 6000.00| |
DEBRIS, REMOVE , STR. NO. 5 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 234 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 234 CONTRACT ID : B -27313-B COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2070195 |( ) |( )
|ALPHA EXCAVATING & LANDSCAPI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 201-90788 LUMP | 5000.00000 5000.00| |
DEBRIS, REMOVE , STR. NO. 6 | | |
0019 201-90788 LUMP | 2500.00000 2500.00| |
DEBRIS, REMOVE , STR. NO. 7 | | |
0020 616-02320 2876.000 SYS | 3.20000 9203.20| |
GEOTEXTILES | | |
0021 616-05688 1955.000 TON | 60.00000 117300.00| |
RIPRAP, CLASS 1 | | |
0022 616-05689 1552.000 TON | 57.50000 89240.00| |
RIPRAP, CLASS 2 | | |
0023 616-06405 29.000 TON | 45.00000 1305.00| |
RIPRAP, REVETMENT | | |
0024 616-95754 40.000 LFT | 20.00000 800.00| |
PAVED SIDE DITCH, BREAK | | |
0025 801-03290 4.000 EACH | 395.00000 1580.00| |
CONSTRUCTION SIGN, C | | |
0026 801-06640 40.000 EACH | 185.00000 7400.00| |
CONSTRUCTION SIGN, A | | |
0027 801-06775 LUMP | 20000.00000 20000.00| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 373,455.70| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 373,455.70| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : B -28646-C COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 05/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990CE
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2019240 CENTRAL PAINTING, INC. $ 527,000.00 100.0000%
2 35-1841931 VENUS PAINTING COMPANY $ 562,135.00 106.6670%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 260 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : B -28646-C COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1841931 |( )
|CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING, STEEL
| | |
0001 105-07038 15.000 MOS | 200.00000 3000.00| 1000.00000 15000.00|
FIELD OFFICE, A | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 60.00000 60.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 15.000 MOS | 50.00000 750.00| 60.00000 900.00|
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 15.000 MOS | 50.00000 750.00| 60.00000 900.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 15.000 MOS | 10.00000 150.00| 40.00000 600.00|
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 | 15000.00000 15000.00| 30000.00000 30000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 1 | | |
0013 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 2 | | |
0014 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 3 | | |
0015 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 4 | | |
0016 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 5 | | |
0017 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 6 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 260 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : B -28646-C COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1841931 |( )
|CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 619-05926 LUMP | 500.00000 500.00| 200.00000 200.00|
ENVIRONMENTAL CONTROL , STR. NO. 7 | | |
0019 619-51859 LUMP | 25000.00000 25000.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 1 | | |
0020 619-51859 LUMP | 25000.00000 25000.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 2 | | |
0021 619-51859 LUMP | 9315.00000 9315.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 3 | | |
0022 619-51859 LUMP | 20000.00000 20000.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 4 | | |
0023 619-51859 LUMP | 18000.00000 18000.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 5 | | |
0024 619-51859 LUMP | 18000.00000 18000.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 6 | | |
0025 619-51859 LUMP | 20000.00000 20000.00| 10000.00000 10000.00|
PAINT STEEL BRIDGE , STR. NO. 7 | | |
0026 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 1 | | |
0027 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 2 | | |
0028 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 3 | | |
0029 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 4 | | |
0030 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 5 | | |
0031 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 6 | | |
0032 619-60806 LUMP | 500.00000 500.00| 200.00000 200.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR. NO. 7 | | |
0033 619-61000 LUMP | 80000.00000 80000.00| 78430.00000 78430.00|
CLEAN STEEL BRIDGE , STR. NO. 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 260 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : B -28646-C COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1841931 |( )
|CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0034 619-61000 LUMP | 70000.00000 70000.00| 60000.00000 60000.00|
CLEAN STEEL BRIDGE , STR. NO. 2 | | |
0035 619-61000 LUMP | 18000.00000 18000.00| 20000.00000 20000.00|
CLEAN STEEL BRIDGE , STR. NO. 3 | | |
0036 619-61000 LUMP | 60000.00000 60000.00| 80000.00000 80000.00|
CLEAN STEEL BRIDGE , STR. NO. 4 | | |
0037 619-61000 LUMP | 40000.00000 40000.00| 60000.00000 60000.00|
CLEAN STEEL BRIDGE , STR. NO. 5 | | |
0038 619-61000 LUMP | 40000.00000 40000.00| 60000.00000 60000.00|
CLEAN STEEL BRIDGE , STR. NO. 6 | | |
0039 619-61000 LUMP | 50000.00000 50000.00| 60000.00000 60000.00|
CLEAN STEEL BRIDGE , STR. NO. 7 | | |
0040 704-91712 2.000 EACH | 100.00000 200.00| 30.00000 60.00|
DECK DRAIN, PVC , STR. NO. 3 | | |
0041 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 1 | | |
0042 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 2 | | |
0043 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 3 | | |
0044 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 4 | | |
0045 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 5 | | |
0046 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 6 | | |
0047 709-51821 LUMP | 500.00000 500.00| 200.00000 200.00|
SURFACE SEAL , STR. NO. 7 | | |
0048 801-01093 4.000 EACH | 100.00000 400.00| 800.00000 3200.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0049 801-03290 32.000 EACH | 10.00000 320.00| 60.00000 1920.00|
CONSTRUCTION SIGN, C | | |
0050 801-06640 152.000 EACH | 5.00000 760.00| 30.00000 4560.00|
CONSTRUCTION SIGN, A | | |
0051 801-06710 150.000 DAY | 5.00000 750.00| 10.00000 1500.00|
FLASHING ARROW SIGN | | |
0052 801-09133 2.000 EACH | 500.00000 1000.00| 5400.00000 10800.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 527,000.00| $ 562,135.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 527,000.00| $ 562,135.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : B -28799-B COUNTIES : RANDOLPH
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/14/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3568015
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1609544 SCHUTT-LOOKABILL CO $ 945,141.86 100.0000%
2 35-1374866 PRIMCO, INC. $ 945,459.34 100.0336%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 270 -2
TABULATION OF BIDS
ROUTE : SR 1
CALL ORDER : 270 CONTRACT ID : B -28799-B COUNTIES : RANDOLPH
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1374866 |( )
|SCHUTT-LOOKABILL CO |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REPLACEMENT
| | |
0001 105-06845 LUMP | 6156.00000 6156.00| 15000.00000 15000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07040 14.000 MOS | 1668.25000 23355.50| 1200.00000 16800.00|
FIELD OFFICE, C | | |
0003 105-08520 3.000 EACH | 402.13000 1206.39| 275.00000 825.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 42.000 MOS | 75.60000 3175.20| 80.00000 3360.00|
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 14.000 MOS | 223.00000 3122.00| 400.00000 5600.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 14.000 MOS | 218.63000 3060.82| 100.00000 1400.00|
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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 | 37052.00000 37052.00| 47272.96000 47272.96|
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-90788 LUMP | 6924.00000 6924.00| 748.00000 748.00|
DEBRIS, REMOVE | | |
0015 202-02240 118.000 SYS | 20.00000 2360.00| 22.00000 2596.00|
PAVEMENT REMOVAL | | |
0016 202-02241 512.000 LFT | 4.16000 2129.92| 3.85000 1971.20|
GUARDRAIL, REMOVE | | |
0017 202-02271 4.000 EACH | 200.00000 800.00| 140.25000 561.00|
HEADWALL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 270 -3
TABULATION OF BIDS
ROUTE : SR 1
CALL ORDER : 270 CONTRACT ID : B -28799-B COUNTIES : RANDOLPH
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1374866 |( )
|SCHUTT-LOOKABILL CO |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 124074.00000 124074.00| 189319.47000 189319.47|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0019 202-91010 1.000 EACH | 552.88000 552.88| 1622.00000 1622.00|
TREE, 24 IN., REMOVE | | |
0020 202-96133 108.000 LFT | 8.00000 864.00| 22.00000 2376.00|
PIPE, REMOVE | | |
0021 203-02000 181.000 CYS | 50.00000 9050.00| 25.00000 4525.00|
EXCAVATION, COMMON | | |
0022 203-02070 441.000 CYS | 5.00000 2205.00| 30.00000 13230.00|
BORROW | | |
0023 211-06467 7.600 CYS | 100.00000 760.00| 105.00000 798.00|
AGGREGATE FOR END BENT BACKFILL | | |
0024 211-07454 108.000 CYS | 34.18000 3691.44| 35.00000 3780.00|
STRUCTURE BACKFILL | | |
0025 301-07448 236.000 TON | 34.24000 8080.64| 28.00000 6608.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 302-07455 40.000 CYS | 60.00000 2400.00| 60.00000 2400.00|
DENSE GRADED SUBBASE | | |
0027 306-08043 133.000 SYS | 13.97000 1858.01| 12.00000 1596.00|
MILLING, TRANSITION | | |
0028 406-05521 175.000 SYS | 1.08000 189.00| 1.00000 175.00|
ASPHALT FOR TACK COAT | | |
0029 601-01522 4.000 EACH | 2068.20000 8272.80| 1915.00000 7660.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0030 601-01625 1.000 EACH | 1485.00000 1485.00| 1375.00000 1375.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0031 601-01839 1.000 EACH | 1944.00000 1944.00| 1800.00000 1800.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0032 601-06037 1.000 EACH | 810.00000 810.00| 1578.00000 1578.00|
GUARDRAIL END TREATMENT, I | | |
0033 601-94689 2.000 EACH | 2484.00000 4968.00| 3128.00000 6256.00|
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 482.000 LFT | 17.01000 8198.82| 15.75000 7591.50|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0035 609-06259 122.000 SYS | 80.18000 9781.96| 75.00000 9150.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 270 -4
TABULATION OF BIDS
ROUTE : SR 1
CALL ORDER : 270 CONTRACT ID : B -28799-B COUNTIES : RANDOLPH
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1374866 |( )
|SCHUTT-LOOKABILL CO |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 610-07486 41.000 TON | 93.83000 3847.03| 86.88000 3562.08|
HMA FOR APPROACHES, TYPE A | | |
0037 610-07487 164.000 TON | 93.83000 15388.12| 86.88000 14248.32|
HMA FOR APPROACHES, TYPE B | | |
0038 616-02320 42.000 SYS | 3.00000 126.00| 4.34000 182.28|
GEOTEXTILES | | |
0039 616-06405 408.000 TON | 35.09000 14316.72| 28.00000 11424.00|
RIPRAP, REVETMENT | | |
0040 619-05926 LUMP | 5650.00000 5650.00| 10000.00000 10000.00|
ENVIRONMENTAL CONTROL | | |
0041 619-95457 LUMP | 133340.00000 133340.00| 110000.00000 110000.00|
CLEAN AND PAINT STRUCTURAL STEEL PARTIA | | |
0042 621-01004 1.000 EACH | 486.00000 486.00| 450.00000 450.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06559 1000.000 SYS | 0.97000 970.00| 0.90000 900.00|
MULCHED SEEDING, R | | |
0044 702-51005 19.400 CYS | 2316.00000 44930.40| 675.00000 13095.00|
CONCRETE, A, SUBSTRUCTURE | | |
0045 702-51110 3840.000 LBS | 2.64000 10137.60| 3.10000 11904.00|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0046 702-51863 194.000 EACH | 9.45000 1833.30| 12.50000 2425.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0047 702-98543 20.000 EACH | 180.52000 3610.40| 245.00000 4900.00|
DRAIN EXTENSION, CAST IRON 6 IN. PVC | | |
0048 703-51030 3628.000 LBS | 0.96000 3482.88| 0.90000 3265.20|
REINFORCING STEEL | | |
0049 703-51032 60652.000 LBS | 1.04000 63078.08| 1.00000 60652.00|
REINFORCING STEEL, EPOXY COATED | | |
0050 704-51002 323.200 CYS | 518.23000 167491.94| 675.00000 218160.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0051 709-51821 LUMP | 8709.12000 8709.12| 3000.00000 3000.00|
SURFACE SEAL | | |
0052 711-04121 16.000 EACH | 87.50000 1400.00| 26.00000 416.00|
ANCHOR BOLT, AB1 | | |
0053 711-51038 LUMP | 9137.00000 9137.00| 4500.00000 4500.00|
STRUCTURAL STEEL | | |
0054 711-51075 6.000 EACH | 82.77000 496.62| 68.00000 408.00|
ANCHOR PLATE, AP 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 270 -5
TABULATION OF BIDS
ROUTE : SR 1
CALL ORDER : 270 CONTRACT ID : B -28799-B COUNTIES : RANDOLPH
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1374866 |( )
|SCHUTT-LOOKABILL CO |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 713-51820 LUMP | 149318.00000 149318.00| 87678.12000 87678.12|
TEMPORARY SUPPORT | | |
0056 715-05019 68.000 LFT | 64.32000 4373.76| 55.00000 3740.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0057 715-05171 64.000 LFT | 28.52000 1825.28| 30.00000 1920.00|
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0058 715-46010 2.000 EACH | 233.00000 466.00| 225.00000 450.00|
PIPE END SECTION, 18 IN. | | |
0059 715-46040 2.000 EACH | 612.00000 1224.00| 475.00000 950.00|
PIPE END SECTION, 36 IN. | | |
0060 724-51925 87.000 LFT | 133.79000 11639.73| 130.00000 11310.00|
STRUCTURAL EXPANSION JOINT, SS | | |
0061 801-03290 2.000 EACH | 334.80000 669.60| 128.50000 257.00|
CONSTRUCTION SIGN, C | | |
0062 801-04308 5.000 EACH | 189.00000 945.00| 291.00000 1455.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0063 801-06625 34.000 EACH | 99.36000 3378.24| 69.00000 2346.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0064 801-06640 14.000 EACH | 139.32000 1950.48| 156.00000 2184.00|
CONSTRUCTION SIGN, A | | |
0065 801-07118 72.000 LFT | 12.96000 933.12| 8.60000 619.20|
BARRICADE, III-A | | |
0066 808-06713 1483.000 LFT | 0.58000 860.14| 0.43000 637.69|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0067 808-06714 1024.000 LFT | 0.58000 593.92| 0.43000 440.32|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 945,141.86| $ 945,459.34| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 945,141.86| $ 945,459.34| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : B -28800-B COUNTIES : MADISON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400301
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1609544 SCHUTT-LOOKABILL CO $ 1,625,159.78 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,894,000.00 116.5424%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 280 -2
TABULATION OF BIDS
ROUTE : 9
CALL ORDER : 280 CONTRACT ID : B -28800-B COUNTIES : MADISON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-2040801 |( )
|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK RECONSTRUCTION AND OVERLAY
| | |
0001 105-06845 LUMP | 7344.00000 7344.00| 10000.00000 10000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 7.000 MOS | 1619.60000 11337.20| 1400.00000 9800.00|
FIELD OFFICE, B | | |
0003 105-09198 14.000 MOS | 380.68000 5329.52| 605.00000 8470.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 7.000 MOS | 190.31000 1332.17| 70.00000 490.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
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 110-01001 LUMP | 85633.20000 85633.20| 94000.00000 94000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6202.50000 6202.50| 4000.00000 4000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02240 386.000 SYS | 17.67000 6820.62| 40.00000 15440.00|
PAVEMENT REMOVAL | | |
0013 202-02241 1119.000 LFT | 5.56000 6221.64| 5.15000 5762.85|
GUARDRAIL, REMOVE | | |
0014 202-51328 LUMP | 245500.20000 245500.20| 218000.00000 218000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0015 203-02000 25.000 CYS | 43.20000 1080.00| 39.73000 993.25|
EXCAVATION, COMMON | | |
0016 203-02070 25.000 CYS | 43.20000 1080.00| 55.00000 1375.00|
BORROW | | |
0017 206-51230 223.000 CYS | 148.96000 33218.08| 50.00000 11150.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 280 -3
TABULATION OF BIDS
ROUTE : 9
CALL ORDER : 280 CONTRACT ID : B -28800-B COUNTIES : MADISON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-2040801 |( )
|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 211-06467 43.000 CYS | 54.00000 2322.00| 145.00000 6235.00|
AGGREGATE FOR END BENT BACKFILL | | |
0019 211-07454 181.000 CYS | 47.84000 8659.04| 65.00000 11765.00|
STRUCTURE BACKFILL | | |
0020 302-07455 76.000 CYS | 54.00000 4104.00| 85.00000 6460.00|
DENSE GRADED SUBBASE | | |
0021 306-08043 1312.000 SYS | 15.53000 20375.36| 4.00000 5248.00|
MILLING, TRANSITION | | |
0022 402-07434 144.000 TON | 163.08000 23483.52| 151.00000 21744.00|
HMA SURFACE, TYPE C | | |
0023 406-05521 1752.000 SYS | 0.11000 192.72| 0.10000 175.20|
ASPHALT FOR TACK COAT | | |
0024 601-01522 4.000 EACH | 1944.00000 7776.00| 1800.00000 7200.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0025 601-08433 4.000 EACH | 972.00000 3888.00| 900.00000 3600.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0026 601-94689 4.000 EACH | 2700.00000 10800.00| 2500.00000 10000.00|
GUARDRAIL END TREATMENT, OS | | |
0027 601-99105 1056.000 LFT | 19.44000 20528.64| 18.00000 19008.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 604-91531 74.000 SYS | 48.60000 3596.40| 70.00000 5180.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0029 605-06205 66.000 LFT | 56.29000 3715.14| 75.00000 4950.00|
CENTER CURB, B, CONCRETE | | |
0030 609-06259 453.200 SYS | 82.94000 37588.41| 115.00000 52118.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0031 616-02320 71.000 SYS | 3.24000 230.04| 6.75000 479.25|
GEOTEXTILES | | |
0032 702-51005 269.000 CYS | 422.11000 113547.59| 650.00000 174850.00|
CONCRETE, A, SUBSTRUCTURE | | |
0033 702-51110 1028.000 LBS | 4.32000 4440.96| 3.25000 3341.00|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0034 702-51863 2935.000 EACH | 6.97000 20456.95| 14.00000 41090.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0035 703-06029 76191.000 LBS | 0.97000 73905.27| 1.10000 83810.10|
REINFORCING BARS, EPOXY COATED | | |
0036 703-97936 28.000 EACH | 33.48000 937.44| 35.00000 980.00|
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 280 -4
TABULATION OF BIDS
ROUTE : 9
CALL ORDER : 280 CONTRACT ID : B -28800-B COUNTIES : MADISON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-2040801 |( )
|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 704-51002 167.700 CYS | 524.39000 87940.20| 685.00000 114874.50|
CONCRETE, C, SUPERSTRUCTURE | | |
0038 706-06342 874.000 LFT | 65.88000 57579.12| 70.00000 61180.00|
RAILING, PS-1 | | |
0039 706-06354 4.000 EACH | 2592.00000 10368.00| 1800.00000 7200.00|
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-2 | | |
0040 706-51020 55.000 CYS | 568.08000 31244.40| 460.00000 25300.00|
CONCRETE, C, RAILING | | |
0041 709-51821 LUMP | 9471.60000 9471.60| 7900.00000 7900.00|
SURFACE SEAL | | |
0042 710-51864 88.000 EACH | 28.08000 2471.04| 23.50000 2068.00|
FIELD DRILLED HOLE | | |
0043 711-06055 10.000 EACH | 2566.08000 25660.80| 1660.00000 16600.00|
COVER PLATE , END SPLICE | | |
0044 711-51038 LUMP | 109771.20000 109771.20| 100000.00000 100000.00|
STRUCTURAL STEEL | | |
0045 711-51080 45.000 EACH | 54.00000 2430.00| 110.00000 4950.00|
ANCHOR PLATE, AP 3 | | |
0046 711-51877 LUMP | 175802.40000 175802.40| 290000.00000 290000.00|
JACKING AND SUPPORTING BEAMS | | |
0047 715-05407 100.000 LFT | 7.56000 756.00| 8.00000 800.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0048 715-91361 12.500 LFT | 106.65000 1333.13| 95.00000 1187.50|
PIPE, PVC, 6 IN. | | |
0049 722-51401 2754.000 SFT | 12.96000 35691.84| 30.00000 82620.00|
BRIDGE DECK PATCHING, FULL DEPTH | | |
0050 722-51842 3206.000 SYS | 36.72000 117724.32| 55.00000 176330.00|
BRIDGE DECK OVERLAY | | |
0051 722-51846 27.000 CYS | 356.40000 9622.80| 330.00000 8910.00|
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0052 722-51852 2754.000 SFT | 11.70000 32221.80| 15.00000 41310.00|
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0053 722-60824 3060.000 SYS | 4.14000 12668.40| 3.15000 9639.00|
SURFACE MILLING | | |
0054 724-51925 173.200 LFT | 121.50000 21043.80| 165.00000 28578.00|
STRUCTURAL EXPANSION JOINT, SS | | |
0055 728-98377 LUMP | 8532.00000 8532.00| 6715.00000 6715.00|
MASONRY COATING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 280 -5
TABULATION OF BIDS
ROUTE : 9
CALL ORDER : 280 CONTRACT ID : B -28800-B COUNTIES : MADISON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-2040801 |( )
|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-03290 4.000 EACH | 318.60000 1274.40| 195.00000 780.00|
CONSTRUCTION SIGN, C | | |
0057 801-04308 4.000 EACH | 405.00000 1620.00| 345.00000 1380.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0058 801-06203 3820.000 LFT | 0.43000 1642.60| 0.16000 611.20|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0059 801-06207 1470.000 LFT | 1.35000 1984.50| 1.43000 2102.10|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0060 801-06211 10.000 EACH | 118.80000 1188.00| 45.00000 450.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0061 801-06212 2.000 EACH | 151.20000 302.40| 65.00000 130.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0062 801-06586 8484.000 LFT | 0.01000 84.84| 0.32000 2714.88|
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0063 801-06640 19.000 EACH | 150.12000 2852.28| 115.00000 2185.00|
CONSTRUCTION SIGN, A | | |
0064 801-06645 2.000 EACH | 81.00000 162.00| 75.00000 150.00|
CONSTRUCTION SIGN, B | | |
0065 801-06710 180.000 DAY | 14.04000 2527.20| 10.00000 1800.00|
FLASHING ARROW SIGN | | |
0066 801-06775 LUMP | 55754.15000 55754.15| 12089.25000 12089.25|
MAINTAINING TRAFFIC | | |
0067 801-07118 154.000 LFT | 12.96000 1995.84| 10.10000 1555.40|
BARRICADE, III-A | | |
0068 801-07612 48.000 LFT | 5.40000 259.20| 3.12000 149.76|
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0069 801-08507 980.000 LFT | 21.02000 20599.60| 36.00000 35280.00|
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0070 802-91122 2.000 EACH | 108.00000 216.00| 100.00000 200.00|
SIGN, GROUND MOUNTED, RESET | | |
0071 808-06711 1268.000 LFT | 0.57000 722.76| 0.18000 228.24|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0072 808-06712 813.000 LFT | 0.57000 463.41| 0.18000 146.34|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0073 808-06713 2523.000 LFT | 0.27000 681.21| 0.18000 454.14|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 280 -6
TABULATION OF BIDS
ROUTE : 9
CALL ORDER : 280 CONTRACT ID : B -28800-B COUNTIES : MADISON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-2040801 |( )
|SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-06714 4093.000 LFT | 0.27000 1105.11| 0.18000 736.74|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0075 808-06716 20074.000 LFT | 0.22000 4416.28| 0.25000 5018.50|
LINE, REMOVE | | |
0076 808-75008 44.000 LFT | 2.16000 95.04| 2.95000 129.80|
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0077 808-75998 70.000 EACH | 17.55000 1228.50| 26.10000 1827.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,625,159.78| $ 1,894,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,625,159.78| $ 1,894,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : B -29073-B COUNTIES : WARREN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400813
0400817
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1523985 WIRTZ & YATES, INC. $ 1,338,723.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,668,174.24 124.6094%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 300 -2
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 300 CONTRACT ID : B -29073-B COUNTIES : WARREN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1618530 |( )
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RAHABILITATION
| | |
0001 105-06845 LUMP | 13000.00000 13000.00| 12000.00000 12000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 8.000 MOS | 2000.00000 16000.00| 2500.00000 20000.00|
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 500.00000 500.00| 300.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 8.000 MOS | 200.00000 1600.00| 75.00000 600.00|
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 10.000 MOS | 300.00000 3000.00| 300.00000 3000.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 8.000 MOS | 300.00000 2400.00| 75.00000 600.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 105-09291 2.000 MOS | 500.00000 1000.00| 75.00000 150.00|
MOBILE BROADBAND ACCESS | | |
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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0016 110-01001 LUMP | 65000.00000 65000.00| 80000.00000 80000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0017 201-52370 LUMP | 20000.00000 20000.00| 29000.00000 29000.00|
CLEARING RIGHT OF WAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 300 -3
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 300 CONTRACT ID : B -29073-B COUNTIES : WARREN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1618530 |( )
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02240 628.000 SYS | 12.00000 7536.00| 30.00000 18840.00|
PAVEMENT REMOVAL | | |
0019 202-02241 760.000 LFT | 7.00000 5320.00| 6.00000 4560.00|
GUARDRAIL, REMOVE | | |
0020 202-51133 848.000 LFT | 2.50000 2120.00| 5.00000 4240.00|
RAILING, REMOVE | | |
0021 202-51328 LUMP | 91900.00000 91900.00| 170000.00000 170000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
NORTHBOUND | | |
0022 202-51328 LUMP | 91900.00000 91900.00| 170000.00000 170000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
SOUTHBOUND | | |
0023 202-51822 1639.000 SYS | 6.00000 9834.00| 5.00000 8195.00|
BRIDGE DECK OVERLAY, REMOVE | | |
0024 202-99187 50.000 LFT | 15.00000 750.00| 5.50000 275.00|
FENCE, FARM FIELD, REMOVE | | |
0025 203-02000 635.300 CYS | 15.00000 9529.50| 25.00000 15882.50|
EXCAVATION, COMMON | | |
0026 205-06932 150.000 LFT | 11.00000 1650.00| 10.00000 1500.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0027 205-06933 3.000 EACH | 200.00000 600.00| 135.00000 405.00|
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06937 3132.000 LFT | 2.50000 7830.00| 1.50000 4698.00|
TEMPORARY SILT FENCE | | |
0029 207-08267 6281.000 SYS | 8.00000 50248.00| 10.00000 62810.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0030 211-06467 41.700 CYS | 30.00000 1251.00| 85.00000 3544.50|
AGGREGATE FOR END BENT BACKFILL | | |
0031 301-07448 3120.200 TON | 17.00000 53043.40| 20.00000 62404.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 302-07455 104.700 CYS | 30.00000 3141.00| 75.00000 7852.50|
DENSE GRADED SUBBASE | | |
0033 303-02051 93.300 TON | 22.00000 2052.60| 60.00000 5598.00|
STONE, NO 2 | | |
0034 401-09250 118.100 TON | 300.00000 35430.00| 300.00000 35430.00|
AWM, 3, 64, SURFACE, 9.5 mm | | |
0035 402-07432 132.200 TON | 185.00000 24457.00| 150.00000 19830.00|
HMA SURFACE, TYPE A | | |
0036 402-07435 396.500 TON | 120.00000 47580.00| 100.00000 39650.00|
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 300 -4
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 300 CONTRACT ID : B -29073-B COUNTIES : WARREN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1618530 |( )
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 402-07453 1544.200 TON | 90.00000 138978.00| 85.00000 131257.00|
HMA FOR TEMPORARY PAVEMENT | | |
0038 406-05521 13501.100 SYS | 0.36000 4860.40| 0.35000 4725.39|
ASPHALT FOR TACK COAT | | |
0039 502-06329 242.000 SYS | 50.00000 12100.00| 85.00000 20570.00|
PCCP, 12 IN. | | |
0040 503-05310 96.000 LFT | 110.00000 10560.00| 200.00000 19200.00|
TERMINAL JOINT | | |
0041 601-01522 4.000 EACH | 2016.00000 8064.00| 1850.00000 7400.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0042 601-94689 2.000 EACH | 2600.00000 5200.00| 2400.00000 4800.00|
GUARDRAIL END TREATMENT, OS | | |
0043 601-94690 2.000 EACH | 4400.00000 8800.00| 4000.00000 8000.00|
GUARDRAIL END TREATMENT, MS | | |
0044 601-99105 525.000 LFT | 18.70000 9817.50| 17.00000 8925.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0045 601-99108 500.000 LFT | 27.00000 13500.00| 24.00000 12000.00|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0046 602-06729 44.000 EACH | 20.00000 880.00| 8.50000 374.00|
BARRIER DELINEATOR | | |
0047 603-06040 50.000 LFT | 25.00000 1250.00| 20.00000 1000.00|
FENCE, FARM FIELD, 47 IN. | | |
0048 607-95754 140.000 LFT | 12.00000 1680.00| 15.00000 2100.00|
PAVED SIDE DITCH, BREAK | | |
0049 609-06259 387.000 SYS | 55.00000 21285.00| 85.00000 32895.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0050 616-02320 332.000 SYS | 5.00000 1660.00| 3.00000 996.00|
GEOTEXTILES | | |
0051 616-06405 141.000 TON | 30.00000 4230.00| 25.00000 3525.00|
RIPRAP, REVETMENT | | |
0052 621-01004 3.000 EACH | 800.00000 2400.00| 550.00000 1650.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 0.100 TON | 2000.00000 200.00| 1700.00000 170.00|
FERTILIZER | | |
0054 621-06557 80.000 LBS | 7.00000 560.00| 6.00000 480.00|
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 300 -5
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 300 CONTRACT ID : B -29073-B COUNTIES : WARREN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1618530 |( )
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 621-06559 7960.000 SYS | 0.60000 4776.00| 0.50000 3980.00|
MULCHED SEEDING, R | | |
0056 621-06565 2.000 TON | 700.00000 1400.00| 600.00000 1200.00|
MULCHING MATERIAL | | |
0057 621-06574 118.000 SYS | 20.00000 2360.00| 16.00000 1888.00|
SODDING | | |
0058 703-51032 66680.000 LBS | 1.10000 73348.00| 1.20000 80016.00|
REINFORCING STEEL, EPOXY COATED | | |
0059 704-51002 173.500 CYS | 585.00000 101497.50| 1200.00000 208200.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0060 706-05732 8.000 EACH | 1400.00000 11200.00| 1800.00000 14400.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0061 706-51025 845.000 LFT | 42.00000 35490.00| 50.00000 42250.00|
CONCRETE, C, RAILING | | |
0062 709-09263 172.000 LFT | 40.00000 6880.00| 50.00000 8600.00|
NEOPRENE SHEETING | | |
0063 709-51821 LUMP | 3800.00000 3800.00| 3000.00000 3000.00|
SURFACE SEAL , NORTHBOUND | | |
0064 709-51821 LUMP | 3800.00000 3800.00| 3000.00000 3000.00|
SURFACE SEAL , SOUTHBOUND | | |
0065 722-51401 100.000 SFT | 10.00000 1000.00| 100.00000 10000.00|
BRIDGE DECK PATCHING, FULL DEPTH | | |
0066 722-51842 938.900 SYS | 50.00000 46945.00| 50.00000 46945.00|
BRIDGE DECK OVERLAY | | |
0067 722-51846 19.100 CYS | 490.00000 9359.00| 330.00000 6303.00|
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0068 722-51852 2212.000 SFT | 7.00000 15484.00| 10.00000 22120.00|
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0069 722-60824 1639.000 SYS | 5.00000 8195.00| 5.00000 8195.00|
SURFACE MILLING | | |
0070 801-03290 2.000 EACH | 250.00000 500.00| 325.00000 650.00|
CONSTRUCTION SIGN, C | | |
0071 801-06203 1350.000 LFT | 0.48000 648.00| 0.50000 675.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0072 801-06207 16736.000 LFT | 1.00000 16736.00| 1.00000 16736.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0073 801-06469 5402.000 LFT | 2.10000 11344.20| 2.00000 10804.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 300 -6
TABULATION OF BIDS
ROUTE : 63
CALL ORDER : 300 CONTRACT ID : B -29073-B COUNTIES : WARREN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1618530 |( )
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 801-06577 86.000 LFT | 7.00000 602.00| 9.00000 774.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0075 801-06625 3.000 EACH | 110.00000 330.00| 225.00000 675.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0076 801-06640 34.000 EACH | 160.00000 5440.00| 110.00000 3740.00|
CONSTRUCTION SIGN, A | | |
0077 801-06645 5.000 EACH | 100.00000 500.00| 30.00000 150.00|
CONSTRUCTION SIGN, B | | |
0078 801-06710 180.000 DAY | 7.00000 1260.00| 16.00000 2880.00|
FLASHING ARROW SIGN | | |
0079 801-06775 LUMP | 27000.00000 27000.00| 15000.00000 15000.00|
MAINTAINING TRAFFIC | | |
0080 801-07023 1.000 EACH | 5000.00000 5000.00| 7000.00000 7000.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0081 801-07119 384.000 LFT | 11.00000 4224.00| 13.00000 4992.00|
BARRICADE, III-B | | |
0082 801-07606 1040.000 LFT | 20.00000 20800.00| 40.00000 41600.00|
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0083 801-52817 2.000 EACH | 50000.00000 100000.00| 26500.00000 53000.00|
TEMPORARY CROSSOVER, B | | |
0084 808-06711 843.000 LFT | 0.14000 118.02| 0.55000 463.65|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0085 808-06713 1500.000 LFT | 0.14000 210.00| 0.55000 825.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0086 808-06714 5636.000 LFT | 0.14000 789.04| 0.55000 3099.80|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0087 808-06716 5078.000 LFT | 0.28000 1421.84| 0.55000 2792.90|
LINE, REMOVE | | |
0088 808-75996 12.000 EACH | 20.00000 240.00| 15.00000 180.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0089 808-75998 12.000 EACH | 110.00000 1320.00| 50.00000 600.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,338,723.00| $ 1,668,174.24| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,338,723.00| $ 1,668,174.24| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : B -29100-B COUNTIES : STEUBEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0101522
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 621,167.09 100.0000%
2 35-1817530 PIONEER ASSOCIATES, INC. $ 637,191.70 102.5798%
3 35-1374866 PRIMCO, INC. $ 644,597.55 103.7720%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 310 -2
TABULATION OF BIDS
ROUTE : CR 200N
CALL ORDER : 310 CONTRACT ID : B -29100-B COUNTIES : STEUBEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES, INC. |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 5314.00000 5314.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 7.000 MOS | 1375.00000 9625.00| 2000.00000 14000.00| 1100.00000 7700.00
FIELD OFFICE, B | | |
0003 105-08520 1.000 EACH | 150.00000 150.00| 300.00000 300.00| 400.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 7.000 MOS | 75.00000 525.00| 100.00000 700.00| 120.00000 840.00
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 7.000 MOS | 490.00000 3430.00| 850.00000 5950.00| 500.00000 3500.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 7.000 MOS | 75.00000 525.00| 60.00000 420.00| 130.00000 910.00
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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 31050.00000 31050.00| 33500.00000 33500.00| 32229.88000 32229.88
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 9300.00000 9300.00| 6000.00000 6000.00| 9668.96000 9668.96
CLEARING RIGHT OF WAY | | |
0015 202-02240 173.000 SYS | 34.00000 5882.00| 20.00000 3460.00| 52.50000 9082.50
PAVEMENT REMOVAL | | |
0016 202-02241 483.000 LFT | 7.00000 3381.00| 5.00000 2415.00| 7.00000 3381.00
GUARDRAIL, REMOVE | | |
0017 202-02277 516.000 LFT | 8.40000 4334.40| 8.00000 4128.00| 7.70000 3973.20
GUTTER, LIP, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 310 -3
TABULATION OF BIDS
ROUTE : CR 200N
CALL ORDER : 310 CONTRACT ID : B -29100-B COUNTIES : STEUBEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES, INC. |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 130000.00000 130000.00| 95200.00000 95200.00| 108854.50000 108854.50
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0019 203-02000 192.000 CYS | 42.00000 8064.00| 50.00000 9600.00| 19.75000 3792.00
EXCAVATION, COMMON | | |
0020 207-08267 288.000 SYS | 7.00000 2016.00| 12.00000 3456.00| 19.00000 5472.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 302-07455 36.000 CYS | 100.00000 3600.00| 60.00000 2160.00| 95.50000 3438.00
DENSE GRADED SUBBASE | | |
0022 306-08043 382.000 SYS | 2.90000 1107.80| 3.25000 1241.50| 10.80000 4125.60
MILLING, TRANSITION | | |
0023 402-07433 25.000 TON | 150.00000 3750.00| 156.00000 3900.00| 150.00000 3750.00
HMA SURFACE, TYPE B | | |
0024 402-07438 40.000 TON | 65.00000 2600.00| 67.00000 2680.00| 65.00000 2600.00
HMA INTERMEDIATE, TYPE B | | |
0025 402-07441 127.000 TON | 50.00000 6350.00| 52.00000 6604.00| 50.00000 6350.00
HMA BASE, TYPE B | | |
0026 406-05521 576.000 SYS | 0.50000 288.00| 0.50000 288.00| 0.50000 288.00
ASPHALT FOR TACK COAT | | |
0027 601-01522 4.000 EACH | 1860.00000 7440.00| 1800.00000 7200.00| 1860.00000 7440.00
GUARDRAIL TRANSITION TYPE TGB | | |
0028 601-94689 2.000 EACH | 2400.00000 4800.00| 2240.00000 4480.00| 2400.00000 4800.00
GUARDRAIL END TREATMENT, OS | | |
0029 601-97774 1.000 EACH | 550.00000 550.00| 1100.00000 1100.00| 550.00000 550.00
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
0030 601-99105 325.000 LFT | 17.05000 5541.25| 19.00000 6175.00| 17.05000 5541.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 605-04510 516.000 LFT | 23.00000 11868.00| 36.00000 18576.00| 27.65000 14267.40
LIP GUTTER | | |
0032 609-06259 210.000 SYS | 110.00000 23100.00| 130.00000 27300.00| 90.00000 18900.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0033 610-07487 38.000 TON | 150.00000 5700.00| 150.00000 5700.00| 150.00000 5700.00
HMA FOR APPROACHES, TYPE B | | |
0034 702-51863 64.000 EACH | 20.00000 1280.00| 10.00000 640.00| 15.50000 992.00
FIELD DRILLED HOLE IN CONCRETE | | |
0035 703-06029 24346.000 LBS | 1.00000 24346.00| 1.10000 26780.60| 1.49000 36275.54
REINFORCING BARS, EPOXY COATED | | |
0036 703-97936 84.000 EACH | 17.00000 1428.00| 20.00000 1680.00| 19.76000 1659.84
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 310 -4
TABULATION OF BIDS
ROUTE : CR 200N
CALL ORDER : 310 CONTRACT ID : B -29100-B COUNTIES : STEUBEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES, INC. |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 704-51002 20.000 CYS | 1800.00000 36000.00| 2000.00000 40000.00| 1750.00000 35000.00
CONCRETE, C, SUPERSTRUCTURE | | |
0038 706-06339 458.000 LFT | 75.00000 34350.00| 60.00000 27480.00| 75.00000 34350.00
RAILING, PF-1 | | |
0039 706-06351 4.000 EACH | 2250.00000 9000.00| 4545.00000 18180.00| 2228.00000 8912.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0040 706-51020 30.600 CYS | 600.00000 18360.00| 860.00000 26316.00| 925.00000 28305.00
CONCRETE, C, RAILING | | |
0041 709-51821 LUMP | 4830.00000 4830.00| 4830.00000 4830.00| 1220.94000 1220.94
SURFACE SEAL | | |
0042 722-51401 322.000 SFT | 50.00000 16100.00| 50.00000 16100.00| 25.00000 8050.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0043 722-51842 802.000 SYS | 60.00000 48120.00| 100.00000 80200.00| 85.00000 68170.00
BRIDGE DECK OVERLAY | | |
0044 722-51846 27.000 CYS | 410.00000 11070.00| 425.00000 11475.00| 415.00000 11205.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0045 722-51852 642.000 SFT | 40.00000 25680.00| 30.00000 19260.00| 35.00000 22470.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0046 722-60824 714.000 SYS | 13.00000 9282.00| 11.00000 7854.00| 5.73000 4091.22
SURFACE MILLING | | |
0047 724-03276 188.000 LFT | 110.00000 20680.00| 43.00000 8084.00| 65.65000 12342.20
EXPANSION JOINT SEALING SYSTEM | | |
0048 801-01851 LUMP | 15000.00000 15000.00| 21000.00000 21000.00| 26290.00000 26290.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0049 801-03290 2.000 EACH | 170.00000 340.00| 170.00000 340.00| 170.00000 340.00
CONSTRUCTION SIGN, C | | |
0050 801-06207 7376.000 LFT | 0.92000 6785.92| 0.50000 3688.00| 0.92000 6785.92
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0051 801-06640 30.000 EACH | 95.00000 2850.00| 95.00000 2850.00| 95.00000 2850.00
CONSTRUCTION SIGN, A | | |
0052 801-06645 10.000 EACH | 40.00000 400.00| 40.00000 400.00| 40.00000 400.00
CONSTRUCTION SIGN, B | | |
0053 801-06710 20.000 DAY | 5.00000 100.00| 5.00000 100.00| 5.00000 100.00
FLASHING ARROW SIGN | | |
0054 801-06775 LUMP | 15000.00000 15000.00| 21000.00000 21000.00| 32835.00000 32835.00
MAINTAINING TRAFFIC | | |
0055 801-07023 2.000 EACH | 5700.00000 11400.00| 4800.00000 9600.00| 6140.00000 12280.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 310 -5
TABULATION OF BIDS
ROUTE : CR 200N
CALL ORDER : 310 CONTRACT ID : B -29100-B COUNTIES : STEUBEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES, INC. |PRIMCO, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-08401 392.000 LFT | 40.00000 15680.00| 35.00000 13720.00| 32.39000 12696.88
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0057 808-03631 1356.000 LFT | 1.11000 1505.16| 1.10000 1491.60| 1.11000 1505.16
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0058 808-03632 1356.000 LFT | 1.11000 1505.16| 1.10000 1491.60| 1.11000 1505.16
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0059 808-06711 420.000 LFT | 1.35000 567.00| 1.35000 567.00| 1.35000 567.00
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0060 808-06716 1748.000 LFT | 0.30000 524.40| 0.30000 524.40| 0.30000 524.40
LINE, REMOVE | | |
SECTION TOTALS | $ 621,167.09| $ 637,191.70| $ 644,597.55
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 621,167.09| $ 637,191.70| $ 644,597.55
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : B -29603-B COUNTIES : ALLEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 05/16/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500874
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 3,798,567.34 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 320 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : B -29603-B COUNTIES : ALLEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( ) |( )
|R L MCCOY 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 | 14000.00000 14000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 12.000 MOS | 1460.00000 17520.00| |
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 490.00000 5880.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 12.000 MOS | 75.00000 900.00| |
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 | 189900.00000 189900.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-01015 LUMP | 38500.00000 38500.00| |
CLEARING AND GRUBBING | | |
0011 205-04948 LUMP | 38000.00000 38000.00| |
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0012 205-06933 2.000 EACH | 125.00000 250.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0013 205-06937 708.000 LFT | 1.58000 1118.64| |
TEMPORARY SILT FENCE | | |
0014 206-51220 282.000 CYS | 53.00000 14946.00| |
EXCAVATION, WET | | |
0015 206-51225 620.000 CYS | 25.00000 15500.00| |
EXCAVATION, DRY | | |
0016 206-51235 LUMP | 225000.00000 225000.00| |
COFFERDAM | | |
0017 210-09287 LUMP | 290000.00000 290000.00| |
STAY CABLES | | |
0018 210-09288 LUMP | 170000.00000 170000.00| |
WINDFAIRINGS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 320 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : B -29603-B COUNTIES : ALLEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-06467 362.000 CYS | 43.00000 15566.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0020 211-07454 197.000 CYS | 41.00000 8077.00| |
STRUCTURE BACKFILL | | |
0021 303-01180 162.000 TON | 46.00000 7452.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0022 604-06070 334.000 SYS | 76.00000 25384.00| |
SIDEWALK, CONCRETE | | |
0023 616-06405 563.000 TON | 30.00000 16890.00| |
RIPRAP, REVETMENT | | |
0024 619-51859 LUMP | 125000.00000 125000.00| |
PAINT STEEL BRIDGE | | |
0025 621-01004 2.000 EACH | 525.00000 1050.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0026 621-01852 3975.000 SYS | 0.82000 3259.50| |
MULCHED SEEDING, GRASS, 2 | | |
0027 701-01849 2240.000 LFT | 28.00000 62720.00| |
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
312 IN., 14 IN. | | |
0028 702-51005 238.000 CYS | 850.00000 202300.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0029 702-51015 214.000 CYS | 400.00000 85600.00| |
CONCRETE, B, FOOTINGS | | |
0030 702-51110 1264.000 LBS | 7.20000 9100.80| |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0031 702-92857 56.000 CYS | 700.00000 39200.00| |
CONCRETE, C, SUBSTRUCTURE | | |
0032 703-51030 51778.000 LBS | 0.80000 41422.40| |
REINFORCING STEEL | | |
0033 703-51032 29614.000 LBS | 0.85000 25171.90| |
REINFORCING STEEL, EPOXY COATED | | |
0034 704-51002 143.000 CYS | 1325.00000 189475.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0035 706-92237 1099.000 LFT | 200.00000 219800.00| |
HANDRAIL, STEEL | | |
0036 709-51821 LUMP | 3380.00000 3380.00| |
SURFACE SEAL | | |
0037 710-51864 48.000 EACH | 16.00000 768.00| |
FIELD DRILLED HOLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 320 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : B -29603-B COUNTIES : ALLEN
LETTING DATE : 02/27/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( ) |( )
|R L MCCOY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 711-51038 LUMP | 1500000.00000 1500000.00| |
STRUCTURAL STEEL | | |
0039 715-05149 222.000 LFT | 33.00000 7326.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0040 715-05407 160.000 LFT | 11.00000 1760.00| |
PIPE, END BENT DRAIN, 6 IN. | | |
0041 715-46000 2.000 EACH | 320.00000 640.00| |
PIPE END SECTION, 12 IN. | | |
0042 720-45030 2.000 EACH | 1500.00000 3000.00| |
INLET, E7 | | |
0043 801-03290 2.000 EACH | 180.00000 360.00| |
CONSTRUCTION SIGN, C | | |
0044 801-03874 2.000 EACH | 750.00000 1500.00| |
CONSTRUCTION INFORMATION SIGN , | | |
REGULATORY CAN BUOYS, | | |
0045 801-04308 1.000 EACH | 540.00000 540.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0046 801-06640 2.000 EACH | 377.00000 754.00| |
CONSTRUCTION SIGN, A | | |
0047 801-06645 1.000 EACH | 93.50000 93.50| |
CONSTRUCTION SIGN, B | | |
0048 801-07119 36.000 LFT | 25.60000 921.60| |
BARRICADE, III-B | | |
0049 805-08093 30.000 EACH | 3045.00000 91350.00| |
POLE LIGHT FIXTURES | | |
0050 807-02560 LUMP | 36595.00000 36595.00| |
ELECTRICAL WORK | | |
0051 807-04962 48.000 EACH | 1054.00000 50592.00| |
LIGHT FIXTURES | | |
SECTION TOTALS | $ 3,798,567.34| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,798,567.34| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : M -27747-B COUNTIES : TIPPECANOE
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 10000BG
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 217,767.25 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 350 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 350 CONTRACT ID : M -27747-B COUNTIES : TIPPECANOE
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS, L.P. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 1700.00000 1700.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 75.00000 75.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 100.00000 600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 6.000 MOS | 850.00000 5100.00| |
LAPTOP COMPUTER SYSTEM | | |
0006 105-09291 6.000 MOS | 80.00000 480.00| |
MOBILE BROADBAND ACCESS | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 10885.00000 10885.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 203-08607 2575.000 LFT | 3.00000 7725.00| |
LINEAR GRADING | | |
0013 304-07490 120.000 TON | 175.00000 21000.00| |
HMA PATCHING, TYPE B | | |
0014 305-60400 20.000 TON | 150.00000 3000.00| |
COMPACTED AGGREGATE FOR PATCHING | | |
0015 306-08033 17128.000 SYS | 1.25000 21410.00| |
MILLING, ASPHALT, 1 IN. | | |
0016 306-08043 1265.000 SYS | 1.75000 2213.75| |
MILLING, TRANSITION | | |
0017 306-08432 455.000 SYS | 2.75000 1251.25| |
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 350 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 350 CONTRACT ID : M -27747-B COUNTIES : TIPPECANOE
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS, L.P. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 402-07451 1557.000 TON | 70.00000 108990.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0019 406-05520 6.000 TON | 430.00000 2580.00| |
ASPHALT FOR TACK COAT | | |
0020 801-03290 4.000 EACH | 125.00000 500.00| |
CONSTRUCTION SIGN, C | | |
0021 801-06203 210.000 LFT | 1.50000 315.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0022 801-06207 210.000 LFT | 4.50000 945.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0023 801-06640 48.000 EACH | 95.00000 4560.00| |
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 9900.00000 9900.00| |
MAINTAINING TRAFFIC | | |
0025 805-01836 220.000 LFT | 2.50000 550.00| |
SIGNAL CABLE DETECTOR, 2C 16GA., | | |
SHIELDED, LEAD IN | | |
0026 805-02328 2200.000 LFT | 0.20000 440.00| |
SIGNAL CABLE, 1C 14GA. | | |
0027 805-78785 1.000 EACH | 1600.00000 1600.00| |
SIGNAL DETECTOR HOUSING | | |
0028 805-78795 850.000 LFT | 8.00000 6800.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0029 808-03439 262.000 LFT | 4.00000 1048.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0030 808-06713 140.000 LFT | 0.30000 42.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0031 808-06714 2092.000 LFT | 0.30000 627.60| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0032 808-75284 250.000 LFT | 4.75000 1187.50| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 18 IN. | | |
0033 808-75297 137.000 LFT | 4.75000 650.75| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0034 808-75300 77.000 LFT | 1.20000 92.40| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 350 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 350 CONTRACT ID : M -27747-B COUNTIES : TIPPECANOE
LETTING DATE : 02/27/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS, L.P. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 808-75320 18.000 EACH | 83.00000 1494.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
SECTION TOTALS | $ 217,767.25| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 217,767.25| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 360 -1
VENDOR RANKING
CALL ORDER : 360 CONTRACT ID : M -29985-B COUNTIES : BOONE HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 63 MARION
CONTRACT TIME : 10/21/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710626
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1636776 LINKEL COMPANY $ 394,000.00 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 360 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 360 CONTRACT ID : M -29985-B COUNTIES : BOONE HAMILTON
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE, MECHANICAL SWEEPING
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 210-04628 160.000 HRS | 100.00000 16000.00| |
SWEEPING, INCIDENTAL | | |
0006 210-91049 LUMP | 180000.00000 180000.00| |
SWEEPING CYCLE NO 1 | | |
0007 210-91049 LUMP | 50000.00000 50000.00| |
SWEEPING CYCLE NO 2 | | |
0008 210-91049 LUMP | 90000.00000 90000.00| |
SWEEPING CYCLE NO 3 | | |
0009 210-91049 LUMP | 25000.00000 25000.00| |
SWEEPING CYCLE NO 4 | | |
0010 210-91049 LUMP | 32596.00000 32596.00| |
SWEEPING CYCLE NO 5 | | |
0011 801-03290 4.000 EACH | 100.00000 400.00| |
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 394,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 394,000.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 370 -1
VENDOR RANKING
CALL ORDER : 370 CONTRACT ID : M -29986-B COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/25/08 COMPLETION DATE
CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0710628
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1038926 TOWNSEND CORPORATION $ 299,999.83 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/07/08
PAGE : 370 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 370 CONTRACT ID : M -29986-B COUNTIES : VARIOUS
LETTING DATE : 02/27/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1038926 |( ) |( )
|TOWNSEND CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HERBICIDE TREATMENT
| | |
0001 105-08520 3.000 EACH | 250.00000 750.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 9.000 MOS | 100.00000 900.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
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 | 1000.00000 1000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 624-92647 6278.000 ACRE | 47.20370 296344.83| |
HERBICIDE TREATMENT | | |
0010 801-03290 4.000 EACH | 250.00000 1000.00| |
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 299,999.83| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 299,999.83| $ 0.00| $
====================================================================================================================================