INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -1
VENDOR RANKING
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ADDED TRAVEL LANES COMPLETION DATE : 06/17/12
LOCATION : ON SR 32 FROM CR 575W TO CR 400W PROJECT(S) : 0810049
0810377
9700310
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 7,768,886.52 100.0000%
2 35-1139301 E & B PAVING INC $ 7,938,510.08 102.1834%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 8,290,983.91 106.7204%
4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 8,691,748.26 111.8789%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -2
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ADDED TRAVEL LANES
| | |
0001 105-06845 LUMP | 75000.00000 75000.00| 40000.00000 40000.00| 107876.39000 107876.39
CONSTRUCTION ENGINEERING | | |
0003 105-08520 4.000 EACH | 170.00000 680.00| 100.00000 400.00| 80.00000 320.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 96.000 MOS | 50.00000 4800.00| 80.00000 7680.00| 36.00000 3456.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0014 110-01001 LUMP | 387000.00000 387000.00| 396000.00000 396000.00| 410000.00000 410000.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 113-01614 LUMP | 15000.00000 15000.00| 7600.00000 7600.00| 35000.00000 35000.00
PARTNERING OVERHEAD | | |
0016 201-52370 LUMP | 100000.00000 100000.00| 79000.00000 79000.00| 80000.00000 80000.00
CLEARING RIGHT OF WAY | | |
0017 202-01300 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1750.00000 3500.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0018 202-02240 18885.000 SYS | 3.50000 66097.50| 14.00000 264390.00| 7.50000 141637.50
PAVEMENT REMOVAL | | |
0019 202-02241 190.000 LFT | 4.00000 760.00| 6.72000 1276.80| 11.00000 2090.00
GUARDRAIL, REMOVE | | |
0020 202-02271 8.000 EACH | 110.00000 880.00| 2200.00000 17600.00| 350.00000 2800.00
HEADWALL, REMOVE | | |
0021 202-02278 5061.000 LFT | 2.00000 10122.00| 1.69000 8553.09| 1.65000 8350.65
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -3
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 202-03000 LUMP | 9000.00000 9000.00| 11592.00000 11592.00| 8700.00000 8700.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 67 | | |
0023 202-03000 LUMP | 10.00000 10.00| 400.20000 400.20| 615.00000 615.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 24 | | |
0024 202-03000 LUMP | 200.00000 200.00| 1646.80000 1646.80| 745.00000 745.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 35 | | |
0025 202-03000 LUMP | 500.00000 500.00| 1267.30000 1267.30| 1100.00000 1100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 44 | | |
0026 202-03000 LUMP | 1000.00000 1000.00| 1950.40000 1950.40| 8600.00000 8600.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 46 | | |
0027 202-03000 LUMP | 130.00000 130.00| 823.40000 823.40| 615.00000 615.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 46SB | | |
0028 202-03000 LUMP | 10.00000 10.00| 1225.90000 1225.90| 575.00000 575.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 48 | | |
0029 202-03000 LUMP | 1000.00000 1000.00| 369.84000 369.84| 600.00000 600.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 66 | | |
0030 202-03135 60.000 SFT | 60.00000 3600.00| 32.20000 1932.00| 16.00000 960.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL NO 67 | | |
0031 202-07554 13.000 CYS | 25.00000 325.00| 96.42000 1253.46| 62.00000 806.00
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0032 202-07555 13.000 CYS | 30.00000 390.00| 125.62000 1633.06| 46.00000 598.00
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0033 202-52710 845.000 SYS | 1.50000 1267.50| 15.00000 12675.00| 2.35000 1985.75
SIDEWALK, CONCRETE, REMOVE | | |
0034 202-86946 6.000 EACH | 150.00000 900.00| 300.00000 1800.00| 450.00000 2700.00
HANDHOLE, REMOVE | | |
0035 202-91385 26.000 EACH | 130.00000 3380.00| 240.84000 6261.84| 230.00000 5980.00
INLET, REMOVE | | |
0036 202-93995 6.000 EACH | 230.00000 1380.00| 372.22000 2233.32| 500.00000 3000.00
SIGNAL POLE FOUNDATION, REMOVE | | |
0037 202-93999 6.000 EACH | 450.00000 2700.00| 450.00000 2700.00| 900.00000 5400.00
SIGNAL POLE, REMOVE | | |
0038 202-96133 2716.400 LFT | 3.10000 8420.84| 11.66000 31673.22| 22.00000 59760.80
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -4
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 203-02000 17739.400 CYS | 41.00000 727315.40| 24.94000 442420.64| 17.00000 301569.80
EXCAVATION, COMMON | | |
0040 203-02070 11945.000 CYS | 0.01000 119.45| 3.00000 35835.00| 4.25000 50766.25
BORROW | | |
0041 205-06933 3.000 EACH | 80.00000 240.00| 117.68000 353.04| 100.00000 300.00
TEMPORARY DITCH INLET PROTECTION | | |
0042 205-06937 14547.000 LFT | 1.15000 16729.05| 1.65000 24002.55| 1.14000 16583.58
TEMPORARY SILT FENCE | | |
0043 207-08263 36465.000 SYS | 4.70000 171385.50| 5.00000 182325.00| 5.40000 196911.00
SUBGRADE TREATMENT, TYPE IA | | |
0044 207-08263 31826.000 SYS | 11.00000 350086.00| 6.00000 190956.00| 12.90000 410555.40
SUBGRADE TREATMENT, TYPE IA , MODIFIED | | |
0045 207-08267 17340.000 SYS | 9.00000 156060.00| 5.00000 86700.00| 10.00000 173400.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0046 210-06267 23.000 EACH | 200.00000 4600.00| 379.41000 8726.43| 231.00000 5313.00
CURB STOP , WITH VALVE BOX | | |
0047 211-02050 676.000 CYS | 26.00000 17576.00| 25.86000 17481.36| 18.00000 12168.00
B BORROW | | |
0048 211-07454 1500.000 CYS | 22.00000 33000.00| 26.51000 39765.00| 15.00000 22500.00
STRUCTURE BACKFILL , WATERMAIN | | |
0049 211-09264 8811.000 CYS | 19.00000 167409.00| 27.57000 242919.27| 19.00000 167409.00
STRUCTURE BACKFILL, TYPE 1 | | |
0050 213-09270 100.000 CYS | 55.00000 5500.00| 82.52000 8252.00| 74.00000 7400.00
FLOWABLE BACKFILL, REMOVABLE | | |
0051 301-07448 1254.150 TON | 21.00000 26337.15| 21.00000 26337.15| 20.00000 25083.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0052 401-07334 4442.800 TON | 63.50000 282117.80| 63.00000 279896.40| 67.00000 297667.60
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0053 401-07403 7342.000 TON | 52.00000 381784.00| 55.00000 403810.00| 50.00000 367100.00
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0054 401-07424 20636.300 TON | 48.00000 990542.40| 45.00000 928633.50| 53.00000 1093723.90
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0055 401-08333 6905.900 TON | 63.00000 435071.70| 69.00000 476507.10| 65.00000 448883.50
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0056 402-07432 71.900 TON | 95.00000 6830.50| 240.00000 17256.00| 92.00000 6614.80
HMA SURFACE, TYPE A | | |
0057 402-07433 572.400 TON | 60.00000 34344.00| 60.00000 34344.00| 50.00000 28620.00
HMA SURFACE, TYPE B | | |
0058 402-07435 119.000 TON | 66.00000 7854.00| 240.00000 28560.00| 65.00000 7735.00
HMA INTERMEDIATE, TYPE A | | |
0059 402-07438 954.000 TON | 50.00000 47700.00| 60.00000 57240.00| 50.00000 47700.00
HMA INTERMEDIATE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -5
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 402-07441 3227.100 TON | 40.00000 129084.00| 40.00000 129084.00| 40.00000 129084.00
HMA BASE, TYPE B | | |
0061 406-05520 50.910 TON | 1.00000 50.91| 570.00000 29018.70| 1.00000 50.91
ASPHALT FOR TACK COAT | | |
0062 501-05320 22.000 SYS | 37.00000 814.00| 45.00000 990.00| 1.00000 22.00
CEMENT CONCRETE PAVEMENT FOR PRIVATE | | |
DRIVES | | |
0063 601-01522 2.000 EACH | 2100.00000 4200.00| 2225.00000 4450.00| 2100.00000 4200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-94689 2.000 EACH | 2900.00000 5800.00| 2900.00000 5800.00| 2900.00000 5800.00
GUARDRAIL END TREATMENT, OS | | |
0065 601-99105 56.250 LFT | 60.00000 3375.00| 60.00000 3375.00| 60.00000 3375.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0066 603-01159 393.000 LFT | 15.30000 6012.90| 15.30000 6012.90| 15.30000 6012.90
FENCE, CHAIN LINK, 42 IN. | | |
0067 604-06070 12.000 SYS | 57.83000 693.96| 100.00000 1200.00| 45.00000 540.00
SIDEWALK, CONCRETE | | |
0068 604-07894 63.000 SYS | 135.59000 8542.17| 420.00000 26460.00| 125.00000 7875.00
CURB RAMP, CONCRETE, A | | |
0069 604-07897 24.300 SYS | 179.03000 4350.43| 420.00000 10206.00| 125.00000 3037.50
CURB RAMP, CONCRETE, C | | |
0070 604-07901 107.800 SYS | 143.67000 15487.63| 420.00000 45276.00| 125.00000 13475.00
CURB RAMP, CONCRETE, G | | |
0071 604-07903 10.200 SYS | 155.14000 1582.43| 420.00000 4284.00| 125.00000 1275.00
CURB RAMP, CONCRETE, K | | |
0072 604-44251 1.650 CYS | 941.57000 1553.59| 5000.00000 8250.00| 625.00000 1031.25
STEPS, CONCRETE | | |
0073 604-91531 9963.200 SYS | 27.57000 274685.42| 30.00000 298896.00| 31.00000 308859.20
SIDEWALK, CONCRETE, 4 IN. | | |
0074 605-06120 4372.000 LFT | 12.04000 52638.88| 17.00000 74324.00| 9.00000 39348.00
CURB, CONCRETE | | |
0075 605-06140 17393.000 LFT | 13.00000 226109.00| 16.00000 278288.00| 10.50000 182626.50
CURB AND GUTTER, CONCRETE | | |
0076 605-06215 1925.000 LFT | 29.95000 57653.75| 32.00000 61600.00| 21.00000 40425.00
CENTER CURB, D, CONCRETE | | |
0077 610-08446 2173.000 SYS | 37.56000 81617.88| 35.00000 76055.00| 48.00000 104304.00
PCCP FOR APPROACHES, 6 IN. | | |
0078 610-09108 4513.000 SYS | 43.77000 197534.01| 45.00000 203085.00| 54.00000 243702.00
PCCP FOR APPROACHES, 9 IN. | | |
0079 611-06497 21.000 EACH | 130.00000 2730.00| 130.00000 2730.00| 130.00000 2730.00
MAILBOX ASSEMBLY, SINGLE | | |
0080 611-06498 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -6
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 615-06490 117.000 EACH | 120.00000 14040.00| 120.00000 14040.00| 120.00000 14040.00
RIGHT OF WAY MARKER | | |
0082 615-06505 16.000 EACH | 470.00000 7520.00| 470.00000 7520.00| 470.00000 7520.00
MONUMENT, B | | |
0083 615-06510 3.000 EACH | 280.00000 840.00| 280.00000 840.00| 280.00000 840.00
MONUMENT, C | | |
0084 616-02320 10364.000 SYS | 1.00000 10364.00| 1.18000 12229.52| 1.00000 10364.00
GEOTEXTILES | | |
0085 616-06405 26.000 TON | 25.00000 650.00| 39.16000 1018.16| 24.00000 624.00
RIPRAP, REVETMENT | | |
0086 621-06545 1.720 TON | 1235.00000 2124.20| 1899.00000 3266.28| 1899.00000 3266.28
FERTILIZER | | |
0087 621-06554 645.000 LBS | 3.65000 2354.25| 3.36000 2167.20| 3.36000 2167.20
SEED MIXTURE, U | | |
0088 621-06560 704.000 SYS | 0.54000 380.16| 1.20000 844.80| 0.44000 309.76
MULCHED SEEDING, U | | |
0089 621-06565 8.600 TON | 350.00000 3010.00| 409.00000 3517.40| 409.00000 3517.40
MULCHING MATERIAL | | |
0090 621-06570 58.400 CYS | 6.00000 350.40| 80.00000 4672.00| 25.00000 1460.00
TOP SOIL | | |
0091 621-06575 28178.000 SYS | 2.46000 69317.88| 2.66000 74953.48| 3.80000 107076.40
SODDING, NURSERY | | |
0092 628-09402 24.000 MOS | 2000.00000 48000.00| 2000.00000 48000.00| 1650.00000 39600.00
FIELD OFFICE, B | | |
0093 628-09407 48.000 MOS | 150.00000 7200.00| 220.00000 10560.00| 235.00000 11280.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0094 706-01268 24.000 LFT | 325.00000 7800.00| 195.50000 4692.00| 325.00000 7800.00
HANDRAIL, ALUMINUM | | |
0095 715-01336 8.000 EACH | 2300.00000 18400.00| 2213.05000 17704.40| 2050.00000 16400.00
GATE VALVE, 12 IN. , WITH VALVE BOX | | |
0096 715-02745 7.000 EACH | 1100.00000 7700.00| 1434.94000 10044.58| 1145.00000 8015.00
GATE VALVE WITH VALVE BOXES, 8 IN. | | |
0097 715-04629 1320.000 EACH | 10.00000 13200.00| 8.12000 10718.40| 40.00000 52800.00
PIPE , HDPE, 1-1/2 IN. | | |
0098 715-05024 957.000 LFT | 40.00000 38280.00| 54.54000 52194.78| 88.00000 84216.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0099 715-05048 17546.000 LFT | 3.00000 52638.00| 3.67000 64393.82| 2.46000 43163.16
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0100 715-05053 325.000 LFT | 11.00000 3575.00| 12.65000 4111.25| 14.75000 4793.75
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0101 715-05119 10.000 LFT | 16.00000 160.00| 43.59000 435.90| 44.00000 440.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -7
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-05147 24.000 LFT | 11.00000 264.00| 27.12000 650.88| 35.00000 840.00
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
0103 715-05149 5654.000 LFT | 17.00000 96118.00| 21.75000 122974.50| 40.50000 228987.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0104 715-05151 1343.000 LFT | 19.00000 25517.00| 24.00000 32232.00| 38.00000 51034.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0105 715-05152 773.000 LFT | 21.00000 16233.00| 26.32000 20345.36| 41.00000 31693.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0106 715-05153 2197.000 LFT | 26.00000 57122.00| 30.08000 66085.76| 42.00000 92274.00
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0107 715-05154 1171.000 LFT | 28.00000 32788.00| 36.06000 42226.26| 47.00000 55037.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0108 715-05155 466.000 LFT | 34.00000 15844.00| 40.76000 18994.16| 58.00000 27028.00
PIPE, TYPE 2, CIRCULAR, 27 IN. | | |
0109 715-05156 246.000 LFT | 36.00000 8856.00| 48.84000 12014.64| 72.00000 17712.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0110 715-05159 1212.000 LFT | 83.00000 100596.00| 66.00000 79992.00| 75.00000 90900.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0111 715-05168 111.000 LFT | 15.00000 1665.00| 28.91000 3209.01| 43.00000 4773.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0112 715-05842 1.000 EACH | 250.00000 250.00| 1612.30000 1612.30| 975.00000 975.00
CONCRETE ANCHOR, 42 IN. | | |
0113 715-07806 356.000 LFT | 70.00000 24920.00| 30.00000 10680.00| 83.00000 29548.00
PIPE, STEEL CASING | | |
0114 715-08627 25.000 LFT | 7.00000 175.00| 34.55000 863.75| 10.00000 250.00
PIPE, TYPE 2, CIRCULAR, 4 IN. | | |
0115 715-46000 6.000 EACH | 130.00000 780.00| 286.35000 1718.10| 325.00000 1950.00
PIPE END SECTION, 12 IN. | | |
0116 715-46005 2.000 EACH | 180.00000 360.00| 295.32000 590.64| 335.00000 670.00
PIPE END SECTION, 15 IN. | | |
0117 715-46020 1.000 EACH | 260.00000 260.00| 688.39000 688.39| 530.00000 530.00
PIPE END SECTION, 24 IN. | | |
0118 715-46025 1.000 EACH | 440.00000 440.00| 688.39000 688.39| 550.00000 550.00
PIPE END SECTION, 27 IN. | | |
0119 715-90052 LUMP | 15000.00000 15000.00| 7918.90000 7918.90| 7200.00000 7200.00
LIFT STATION , GRINDER PUMP | | |
0120 715-90836 1.000 EACH | 110.00000 110.00| 319.01000 319.01| 90.00000 90.00
PIPE END SECTION, 8 IN. | | |
0121 715-91738 75.000 LFT | 38.00000 2850.00| 55.29000 4146.75| 112.00000 8400.00
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0122 715-91739 2292.000 LFT | 30.00000 68760.00| 36.59000 83864.28| 48.00000 110016.00
WATER MAIN, DUCTILE IRON, 8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -8
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 715-92037 43.000 LFT | 14.00000 602.00| 19.82000 852.26| 49.00000 2107.00
PIPE, PVC, 4 IN. | | |
0124 715-92544 1266.000 LFT | 46.00000 58236.00| 50.36000 63755.76| 67.00000 84822.00
WATER MAIN, DUCTILE IRON, 12 IN. | | |
0125 716-07633 69.000 LFT | 250.00000 17250.00| 312.39000 21554.91| 350.00000 24150.00
PIPE INSTALLATION, TRENCHLESS, 24 IN. | | |
0126 718-06532 3000.000 LFT | 0.85000 2550.00| 0.85000 2550.00| 0.85000 2550.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0127 718-52610 1386.000 CYS | 31.50000 43659.00| 57.45000 79625.70| 34.00000 47124.00
AGGREGATE FOR UNDERDRAINS | | |
0128 718-99153 17371.000 SYS | 0.70000 12159.70| 0.75000 13028.25| 1.00000 17371.00
GEOTEXTILES FOR UNDERDRAIN | | |
0129 720-02538 1.000 EACH | 2250.00000 2250.00| 2591.55000 2591.55| 1600.00000 1600.00
TEMPORARY FIRE HYDRANT | | |
0130 720-44000 23.000 EACH | 450.00000 10350.00| 339.94000 7818.62| 450.00000 10350.00
CASTING, ADJUST TO GRADE | | |
0131 720-44296 1.000 EACH | 415.00000 415.00| 982.15000 982.15| 210.00000 210.00
CAP INLET | | |
0132 720-45005 1.000 EACH | 1330.00000 1330.00| 1494.42000 1494.42| 1505.00000 1505.00
INLET, A2 | | |
0133 720-45030 6.000 EACH | 1100.00000 6600.00| 1117.52000 6705.12| 1500.00000 9000.00
INLET, E7 | | |
0134 720-45035 8.000 EACH | 1100.00000 8800.00| 1124.85000 8998.80| 1500.00000 12000.00
INLET, F7 | | |
0135 720-45040 2.000 EACH | 1800.00000 3600.00| 1940.38000 3880.76| 1930.00000 3860.00
INLET, G7 | | |
0136 720-45410 52.000 EACH | 1700.00000 88400.00| 1527.74000 79442.48| 1900.00000 98800.00
MANHOLE, C4 | | |
0137 720-94612 14.000 EACH | 3100.00000 43400.00| 2935.57000 41097.98| 2700.00000 37800.00
MANHOLE, K4 | | |
0138 720-95422 21.000 EACH | 2000.00000 42000.00| 2011.90000 42249.90| 2750.00000 57750.00
MANHOLE, J4 | | |
0139 720-96999 6.000 EACH | 2700.00000 16200.00| 3444.95000 20669.70| 4820.00000 28920.00
FIRE HYDRANT ASSEMBLY | | |
0140 720-98174 90.000 EACH | 1800.00000 162000.00| 1755.90000 158031.00| 1900.00000 171000.00
INLET, B15 | | |
0141 720-98555 75.000 EACH | 1700.00000 127500.00| 1773.75000 133031.25| 2100.00000 157500.00
INLET, C15 | | |
0142 720-98625 1.000 EACH | 2500.00000 2500.00| 1149.25000 1149.25| 4250.00000 4250.00
MANHOLE, C4, DROP , MODIFY EXISTING | | |
0143 732-03063 1.000 EACH | 3500.00000 3500.00| 3494.85000 3494.85| 4100.00000 4100.00
TAPPING SLEEVE , WITH TAPPING VALVE AND | | |
VALVE BOX, 8" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -9
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 732-04750 23.000 EACH | 250.00000 5750.00| 416.37000 9576.51| 105.00000 2415.00
CORPORATION STOP | | |
0145 732-04965 1967.000 LFT | 11.00000 21637.00| 13.80000 27144.60| 8.70000 17112.90
WATER SERVICE LINE | | |
0146 732-04994 1.000 EACH | 420.00000 420.00| 994.10000 994.10| 1200.00000 1200.00
METER , WATER | | |
0147 732-08420 251.200 SYS | 80.00000 20096.00| 85.07000 21369.58| 105.70000 26551.84
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
0148 732-08421 251.200 SYS | 180.00000 45216.00| 193.95000 48720.24| 193.95000 48720.24
MODULAR BLOCK WALL ERECTION | | |
0149 732-08564 1.000 EACH | 8600.00000 8600.00| 9607.10000 9607.10| 13550.00000 13550.00
INSERTION , VALVE AND VALVE BOX, 12 IN | | |
0150 732-08564 1.000 EACH | 322.00000 322.00| 5152.10000 5152.10| 7800.00000 7800.00
INSERTION , VALVE AND VALVE BOX, 8 IN | | |
0151 732-90578 2.000 EACH | 400.00000 800.00| 920.29000 1840.58| 900.00000 1800.00
WATER METER, RELOCATE | | |
0152 732-97009 6.000 EACH | 200.00000 1200.00| 616.40000 3698.40| 680.00000 4080.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0153 801-03290 6.000 EACH | 398.00000 2388.00| 398.00000 2388.00| 247.00000 1482.00
CONSTRUCTION SIGN, C | | |
0154 801-04308 25.000 EACH | 218.00000 5450.00| 218.00000 5450.00| 235.00000 5875.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0155 801-06203 65500.000 LFT | 0.24000 15720.00| 0.24000 15720.00| 0.25000 16375.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0156 801-06207 13792.000 LFT | 1.14000 15722.88| 1.14000 15722.88| 1.37000 18895.04
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0157 801-06211 5.000 EACH | 87.00000 435.00| 87.00000 435.00| 78.00000 390.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0158 801-06212 5.000 EACH | 94.00000 470.00| 94.00000 470.00| 90.00000 450.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0159 801-06216 438.000 LFT | 3.00000 1314.00| 3.00000 1314.00| 3.40000 1489.20
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0160 801-06625 20.000 EACH | 161.00000 3220.00| 400.00000 8000.00| 316.00000 6320.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0161 801-06640 74.000 EACH | 207.00000 15318.00| 100.00000 7400.00| 260.00000 19240.00
CONSTRUCTION SIGN, A | | |
0162 801-06645 7.000 EACH | 197.00000 1379.00| 400.00000 2800.00| 313.00000 2191.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -10
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 801-06775 LUMP | 120000.00000 120000.00| 31100.00000 31100.00| 100000.00000 100000.00
MAINTAINING TRAFFIC | | |
0164 801-07119 1170.000 LFT | 26.00000 30420.00| 26.00000 30420.00| 32.50000 38025.00
BARRICADE, III-B | | |
0165 802-03126 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| 125.00000 500.00
OVERHEAD SIGN, RELOCATE | | |
0166 802-05701 41.800 LFT | 10.50000 438.90| 10.50000 438.90| 12.00000 501.60
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0167 802-05702 587.500 LFT | 9.75000 5728.13| 9.75000 5728.13| 11.00000 6462.50
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0168 802-76025 255.000 SFT | 17.00000 4335.00| 17.00000 4335.00| 10.50000 2677.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0169 802-76035 202.000 SFT | 19.00000 3838.00| 19.00000 3838.00| 11.50000 2323.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0170 802-76045 110.500 SFT | 22.00000 2431.00| 22.00000 2431.00| 12.00000 1326.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0171 805-01815 6.000 EACH | 2000.00000 12000.00| 2000.00000 12000.00| 1750.00000 10500.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0172 805-01828 2.000 EACH | 250.00000 500.00| 1000.00000 2000.00| 100.00000 200.00
TRAFFIC SIGNAL HEAD, REALIGN | | |
0173 805-01842 13.000 EACH | 800.00000 10400.00| 800.00000 10400.00| 650.00000 8450.00
HANDHOLE, SIGNAL | | |
0174 805-02152 8.000 EACH | 425.00000 3400.00| 425.00000 3400.00| 400.00000 3200.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0175 805-04602 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 750.00000 750.00
CONTROLLER, REWIRE | | |
0176 805-06592 1898.000 LFT | 10.00000 18980.00| 10.00000 18980.00| 12.00000 22776.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0177 805-06834 1.000 EACH | 9500.00000 9500.00| 9500.00000 9500.00| 7400.00000 7400.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0178 805-09067 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00
TRAFFIC SIGNAL HEAD, REMOVE | | |
0179 805-09240 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 1500.00000 3000.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -11
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 805-78205 8.000 EACH | 700.00000 5600.00| 700.00000 5600.00| 600.00000 4800.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0181 805-78370 8.000 EACH | 100.00000 800.00| 100.00000 800.00| 110.00000 880.00
PEDESTRIAN PUSH BUTTON | | |
0182 805-78415 7.000 EACH | 1850.00000 12950.00| 1850.00000 12950.00| 1500.00000 10500.00
SPAN, CATENARY, AND TETHER | | |
0183 805-78420 7.000 EACH | 275.00000 1925.00| 275.00000 1925.00| 225.00000 1575.00
DISCONNECT HANGER | | |
0184 805-78467 75.000 LFT | 2.50000 187.50| 2.50000 187.50| 2.75000 206.25
SIGNAL CABLE, 3C 8GA. | | |
0185 805-78470 3294.000 LFT | 0.15000 494.10| 0.15000 494.10| 0.85000 2799.90
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0186 805-78485 1118.000 LFT | 1.50000 1677.00| 1.50000 1677.00| 1.65000 1844.70
SIGNAL CABLE, 5C 14GA. | | |
0187 805-78490 2283.000 LFT | 1.75000 3995.25| 1.75000 3995.25| 1.75000 3995.25
SIGNAL CABLE, 7C 14GA. | | |
0188 805-78510 5169.000 LFT | 1.65000 8528.85| 1.65000 8528.85| 1.00000 5169.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0189 805-78746 1252.000 LFT | 7.00000 8764.00| 7.00000 8764.00| 7.50000 9390.00
PREFORMED LOOP DETECTORS | | |
0190 805-78785 8.000 EACH | 675.00000 5400.00| 675.00000 5400.00| 600.00000 4800.00
SIGNAL DETECTOR HOUSING | | |
0191 805-78795 1099.000 LFT | 7.00000 7693.00| 7.00000 7693.00| 10.00000 10990.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0192 805-78925 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 625.00000 625.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0193 805-81032 4.000 EACH | 4200.00000 16800.00| 4200.00000 16800.00| 3600.00000 14400.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0194 805-81060 2.000 EACH | 5400.00000 10800.00| 5400.00000 10800.00| 4500.00000 9000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0195 805-90015 6.000 EACH | 125.00000 750.00| 125.00000 750.00| 125.00000 750.00
POLE BANDS, STEEL | | |
0196 805-92504 8.000 EACH | 350.00000 2800.00| 350.00000 2800.00| 295.00000 2360.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0197 808-06701 11189.000 LFT | 0.09000 1007.01| 0.09000 1007.01| 0.50000 5594.50
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0198 808-06703 2259.000 LFT | 0.42000 948.78| 0.42000 948.78| 0.46000 1039.14
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0199 808-75240 8847.000 LFT | 0.09000 796.23| 0.09000 796.23| 0.48000 4246.56
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -12
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 808-75245 12982.000 LFT | 0.42000 5452.44| 0.42000 5452.44| 0.40000 5192.80
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0201 808-75274 53.000 LFT | 2.00000 106.00| 2.00000 106.00| 5.97000 316.41
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | |
0202 808-75297 371.000 LFT | 4.00000 1484.00| 4.00000 1484.00| 6.12000 2270.52
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0203 808-75300 2866.000 LFT | 1.20000 3439.20| 1.20000 3439.20| 1.92000 5502.72
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0204 808-75320 36.000 EACH | 84.00000 3024.00| 84.00000 3024.00| 78.00000 2808.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0205 808-75325 20.000 EACH | 97.00000 1940.00| 97.00000 1940.00| 69.00000 1380.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0206 202-03000 LUMP | 4300.00000 4300.00| 11166.50000 11166.50| 8550.00000 8550.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 70 | | |
0207 202-03000 LUMP | 2300.00000 2300.00| 10787.00000 10787.00| 8270.00000 8270.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 74 | | |
0208 303-02172 4950.980 TON | 14.70000 72779.41| 12.00000 59411.76| 19.75000 97781.86
TEMPORARY AGGREGATE , COMPACTED, NO 53 | | |
0209 402-07453 2728.300 TON | 45.00000 122773.50| 55.00000 150056.50| 4.50000 12277.35
HMA FOR TEMPORARY PAVEMENT | | |
0210 202-01000 LUMP | 50.00000 50.00| 546.71000 546.71| 265.00000 265.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 4 | | |
0211 202-01000 LUMP | 200.00000 200.00| 1028.10000 1028.10| 660.00000 660.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 5 | | |
0212 202-01000 LUMP | 100.00000 100.00| 871.13000 871.13| 565.00000 565.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 10SA | | |
0213 202-01000 LUMP | 100.00000 100.00| 871.13000 871.13| 90.00000 90.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 11 | | |
0214 202-01000 LUMP | 100.00000 100.00| 1317.90000 1317.90| 90.00000 90.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 12 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -13
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1139301 |( 3 ) 35-1065659
|CRIDER & CRIDER INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0215 202-01000 LUMP | 100.00000 100.00| 1842.30000 1842.30| 90.00000 90.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 16 | | |
0216 202-01000 LUMP | 100.00000 100.00| 543.95000 543.95| 180.00000 180.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 18 | | |
0217 202-01000 LUMP | 100.00000 100.00| 960.25000 960.25| 600.00000 600.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 20 | | |
0218 202-01000 LUMP | 100.00000 100.00| 384.10000 384.10| 600.00000 600.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 21 | | |
0219 202-01000 LUMP | 100.00000 100.00| 319.47000 319.47| 600.00000 600.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 23 | | |
0220 202-01000 LUMP | 250.00000 250.00| 972.90000 972.90| 550.00000 550.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 25 | | |
0221 202-01000 LUMP | 100.00000 100.00| 549.47000 549.47| 775.00000 775.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 27 | | |
SECTION TOTALS | $ 7,768,886.52| $ 7,938,510.08| $ 8,290,983.91
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,768,886.52| $ 7,938,510.08| $ 8,290,983.91
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -14
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ADDED TRAVEL LANES
| | |
0001 105-06845 LUMP | 82508.96000 82508.96| |
CONSTRUCTION ENGINEERING | | |
0003 105-08520 4.000 EACH | 109.34000 437.36| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 96.000 MOS | 109.34000 10496.64| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
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 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0014 110-01001 LUMP | 341726.16000 341726.16| |
MOBILIZATION AND DEMOBILIZATION | | |
0015 113-01614 LUMP | 14721.79000 14721.79| |
PARTNERING OVERHEAD | | |
0016 201-52370 LUMP | 48885.93000 48885.93| |
CLEARING RIGHT OF WAY | | |
0017 202-01300 2.000 EACH | 1651.40000 3302.80| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0018 202-02240 18885.000 SYS | 4.98000 94047.30| |
PAVEMENT REMOVAL | | |
0019 202-02241 190.000 LFT | 9.46000 1797.40| |
GUARDRAIL, REMOVE | | |
0020 202-02271 8.000 EACH | 54.86000 438.88| |
HEADWALL, REMOVE | | |
0021 202-02278 5061.000 LFT | 3.92000 19839.12| |
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -15
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 202-03000 LUMP | 30024.62000 30024.62| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 67 | | |
0023 202-03000 LUMP | 1766.04000 1766.04| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 24 | | |
0024 202-03000 LUMP | 1047.03000 1047.03| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 35 | | |
0025 202-03000 LUMP | 1406.52000 1406.52| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 44 | | |
0026 202-03000 LUMP | 7537.64000 7537.64| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 46 | | |
0027 202-03000 LUMP | 1525.66000 1525.66| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 46SB | | |
0028 202-03000 LUMP | 687.53000 687.53| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 48 | | |
0029 202-03000 LUMP | 687.53000 687.53| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 66 | | |
0030 202-03135 60.000 SFT | 38.27000 2296.20| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL NO 67 | | |
0031 202-07554 13.000 CYS | 120.28000 1563.64| |
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0032 202-07555 13.000 CYS | 273.36000 3553.68| |
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0033 202-52710 845.000 SYS | 11.73000 9911.85| |
SIDEWALK, CONCRETE, REMOVE | | |
0034 202-86946 6.000 EACH | 296.24000 1777.44| |
HANDHOLE, REMOVE | | |
0035 202-91385 26.000 EACH | 109.72000 2852.72| |
INLET, REMOVE | | |
0036 202-93995 6.000 EACH | 409.35000 2456.10| |
SIGNAL POLE FOUNDATION, REMOVE | | |
0037 202-93999 6.000 EACH | 296.24000 1777.44| |
SIGNAL POLE, REMOVE | | |
0038 202-96133 2716.400 LFT | 5.12000 13907.97| |
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -16
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 203-02000 17739.400 CYS | 11.48000 203648.31| |
EXCAVATION, COMMON | | |
0040 203-02070 11945.000 CYS | 4.37000 52199.65| |
BORROW | | |
0041 205-06933 3.000 EACH | 334.58000 1003.74| |
TEMPORARY DITCH INLET PROTECTION | | |
0042 205-06937 14547.000 LFT | 1.45000 21093.15| |
TEMPORARY SILT FENCE | | |
0043 207-08263 36465.000 SYS | 5.71000 208215.15| |
SUBGRADE TREATMENT, TYPE IA | | |
0044 207-08263 31826.000 SYS | 16.02000 509852.52| |
SUBGRADE TREATMENT, TYPE IA , MODIFIED | | |
0045 207-08267 17340.000 SYS | 9.96000 172706.40| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0046 210-06267 23.000 EACH | 259.81000 5975.63| |
CURB STOP , WITH VALVE BOX | | |
0047 211-02050 676.000 CYS | 5.47000 3697.72| |
B BORROW | | |
0048 211-07454 1500.000 CYS | 30.62000 45930.00| |
STRUCTURE BACKFILL , WATERMAIN | | |
0049 211-09264 8811.000 CYS | 15.85000 139654.35| |
STRUCTURE BACKFILL, TYPE 1 | | |
0050 213-09270 100.000 CYS | 204.78000 20478.00| |
FLOWABLE BACKFILL, REMOVABLE | | |
0051 301-07448 1254.150 TON | 37.76000 47356.70| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0052 401-07334 4442.800 TON | 69.15000 307219.62| |
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0053 401-07403 7342.000 TON | 59.27000 435160.34| |
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0054 401-07424 20636.300 TON | 49.39000 1019226.86| |
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0055 401-08333 6905.900 TON | 75.74000 523052.87| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0056 402-07432 71.900 TON | 263.43000 18940.62| |
HMA SURFACE, TYPE A | | |
0057 402-07433 572.400 TON | 65.86000 37698.26| |
HMA SURFACE, TYPE B | | |
0058 402-07435 119.000 TON | 263.42000 31346.98| |
HMA INTERMEDIATE, TYPE A | | |
0059 402-07438 954.000 TON | 65.86000 62830.44| |
HMA INTERMEDIATE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -17
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 402-07441 3227.100 TON | 43.90000 141669.69| |
HMA BASE, TYPE B | | |
0061 406-05520 50.910 TON | 625.60000 31849.30| |
ASPHALT FOR TACK COAT | | |
0062 501-05320 22.000 SYS | 44.44000 977.68| |
CEMENT CONCRETE PAVEMENT FOR PRIVATE | | |
DRIVES | | |
0063 601-01522 2.000 EACH | 2397.87000 4795.74| |
GUARDRAIL TRANSITION TYPE TGB | | |
0064 601-94689 2.000 EACH | 2871.87000 5743.74| |
GUARDRAIL END TREATMENT, OS | | |
0065 601-99105 56.250 LFT | 21.58000 1213.88| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0066 603-01159 393.000 LFT | 33.46000 13149.78| |
FENCE, CHAIN LINK, 42 IN. | | |
0067 604-06070 12.000 SYS | 34.13000 409.56| |
SIDEWALK, CONCRETE | | |
0068 604-07894 63.000 SYS | 139.41000 8782.83| |
CURB RAMP, CONCRETE, A | | |
0069 604-07897 24.300 SYS | 139.41000 3387.66| |
CURB RAMP, CONCRETE, C | | |
0070 604-07901 107.800 SYS | 139.41000 15028.40| |
CURB RAMP, CONCRETE, G | | |
0071 604-07903 10.200 SYS | 139.41000 1421.98| |
CURB RAMP, CONCRETE, K | | |
0072 604-44251 1.650 CYS | 1143.17000 1886.23| |
STEPS, CONCRETE | | |
0073 604-91531 9963.200 SYS | 41.87000 417159.18| |
SIDEWALK, CONCRETE, 4 IN. | | |
0074 605-06120 4372.000 LFT | 17.51000 76553.72| |
CURB, CONCRETE | | |
0075 605-06140 17393.000 LFT | 21.11000 367166.23| |
CURB AND GUTTER, CONCRETE | | |
0076 605-06215 1925.000 LFT | 32.34000 62254.50| |
CENTER CURB, D, CONCRETE | | |
0077 610-08446 2173.000 SYS | 50.13000 108932.49| |
PCCP FOR APPROACHES, 6 IN. | | |
0078 610-09108 4513.000 SYS | 59.31000 267666.03| |
PCCP FOR APPROACHES, 9 IN. | | |
0079 611-06497 21.000 EACH | 242.59000 5094.39| |
MAILBOX ASSEMBLY, SINGLE | | |
0080 611-06498 6.000 EACH | 376.98000 2261.88| |
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -18
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 615-06490 117.000 EACH | 144.99000 16963.83| |
RIGHT OF WAY MARKER | | |
0082 615-06505 16.000 EACH | 752.82000 12045.12| |
MONUMENT, B | | |
0083 615-06510 3.000 EACH | 669.17000 2007.51| |
MONUMENT, C | | |
0084 616-02320 10364.000 SYS | 1.85000 19173.40| |
GEOTEXTILES | | |
0085 616-06405 26.000 TON | 42.58000 1107.08| |
RIPRAP, REVETMENT | | |
0086 621-06545 1.720 TON | 819.69000 1409.87| |
FERTILIZER | | |
0087 621-06554 645.000 LBS | 3.66000 2360.70| |
SEED MIXTURE, U | | |
0088 621-06560 704.000 SYS | 0.61000 429.44| |
MULCHED SEEDING, U | | |
0089 621-06565 8.600 TON | 498.10000 4283.66| |
MULCHING MATERIAL | | |
0090 621-06570 58.400 CYS | 33.46000 1954.06| |
TOP SOIL | | |
0091 621-06575 28178.000 SYS | 3.01000 84815.78| |
SODDING, NURSERY | | |
0092 628-09402 24.000 MOS | 1118.40000 26841.60| |
FIELD OFFICE, B | | |
0093 628-09407 48.000 MOS | 131.67000 6320.16| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0094 706-01268 24.000 LFT | 245.36000 5888.64| |
HANDRAIL, ALUMINUM | | |
0095 715-01336 8.000 EACH | 2038.31000 16306.48| |
GATE VALVE, 12 IN. , WITH VALVE BOX | | |
0096 715-02745 7.000 EACH | 1266.19000 8863.33| |
GATE VALVE WITH VALVE BOXES, 8 IN. | | |
0097 715-04629 1320.000 EACH | 7.00000 9240.00| |
PIPE , HDPE, 1-1/2 IN. | | |
0098 715-05024 957.000 LFT | 65.92000 63085.44| |
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0099 715-05048 17546.000 LFT | 4.98000 87379.08| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0100 715-05053 325.000 LFT | 19.69000 6399.25| |
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0101 715-05119 10.000 LFT | 55.14000 551.40| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -19
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-05147 24.000 LFT | 21.10000 506.40| |
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
0103 715-05149 5654.000 LFT | 22.49000 127158.46| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0104 715-05151 1343.000 LFT | 19.24000 25839.32| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0105 715-05152 773.000 LFT | 23.42000 18103.66| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0106 715-05153 2197.000 LFT | 37.39000 82145.83| |
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0107 715-05154 1171.000 LFT | 39.85000 46664.35| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0108 715-05155 466.000 LFT | 39.28000 18304.48| |
PIPE, TYPE 2, CIRCULAR, 27 IN. | | |
0109 715-05156 246.000 LFT | 52.78000 12983.88| |
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0110 715-05159 1212.000 LFT | 126.97000 153887.64| |
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0111 715-05168 111.000 LFT | 27.92000 3099.12| |
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0112 715-05842 1.000 EACH | 1702.25000 1702.25| |
CONCRETE ANCHOR, 42 IN. | | |
0113 715-07806 356.000 LFT | 64.25000 22873.00| |
PIPE, STEEL CASING | | |
0114 715-08627 25.000 LFT | 29.73000 743.25| |
PIPE, TYPE 2, CIRCULAR, 4 IN. | | |
0115 715-46000 6.000 EACH | 558.45000 3350.70| |
PIPE END SECTION, 12 IN. | | |
0116 715-46005 2.000 EACH | 578.85000 1157.70| |
PIPE END SECTION, 15 IN. | | |
0117 715-46020 1.000 EACH | 923.76000 923.76| |
PIPE END SECTION, 24 IN. | | |
0118 715-46025 1.000 EACH | 1102.19000 1102.19| |
PIPE END SECTION, 27 IN. | | |
0119 715-90052 LUMP | 11763.70000 11763.70| |
LIFT STATION , GRINDER PUMP | | |
0120 715-90836 1.000 EACH | 377.99000 377.99| |
PIPE END SECTION, 8 IN. | | |
0121 715-91738 75.000 LFT | 79.12000 5934.00| |
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0122 715-91739 2292.000 LFT | 40.75000 93399.00| |
WATER MAIN, DUCTILE IRON, 8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -20
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 715-92037 43.000 LFT | 27.70000 1191.10| |
PIPE, PVC, 4 IN. | | |
0124 715-92544 1266.000 LFT | 50.71000 64198.86| |
WATER MAIN, DUCTILE IRON, 12 IN. | | |
0125 716-07633 69.000 LFT | 513.39000 35423.91| |
PIPE INSTALLATION, TRENCHLESS, 24 IN. | | |
0126 718-06532 3000.000 LFT | 1.39000 4170.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0127 718-52610 1386.000 CYS | 25.48000 35315.28| |
AGGREGATE FOR UNDERDRAINS | | |
0128 718-99153 17371.000 SYS | 0.31000 5385.01| |
GEOTEXTILES FOR UNDERDRAIN | | |
0129 720-02538 1.000 EACH | 1583.93000 1583.93| |
TEMPORARY FIRE HYDRANT | | |
0130 720-44000 23.000 EACH | 1087.11000 25003.53| |
CASTING, ADJUST TO GRADE | | |
0131 720-44296 1.000 EACH | 3246.28000 3246.28| |
CAP INLET | | |
0132 720-45005 1.000 EACH | 1241.09000 1241.09| |
INLET, A2 | | |
0133 720-45030 6.000 EACH | 1004.93000 6029.58| |
INLET, E7 | | |
0134 720-45035 8.000 EACH | 1230.74000 9845.92| |
INLET, F7 | | |
0135 720-45040 2.000 EACH | 1519.18000 3038.36| |
INLET, G7 | | |
0136 720-45410 52.000 EACH | 2140.38000 111299.76| |
MANHOLE, C4 | | |
0137 720-94612 14.000 EACH | 3648.72000 51082.08| |
MANHOLE, K4 | | |
0138 720-95422 21.000 EACH | 2637.31000 55383.51| |
MANHOLE, J4 | | |
0139 720-96999 6.000 EACH | 3041.26000 18247.56| |
FIRE HYDRANT ASSEMBLY | | |
0140 720-98174 90.000 EACH | 1518.42000 136657.80| |
INLET, B15 | | |
0141 720-98555 75.000 EACH | 1530.20000 114765.00| |
INLET, C15 | | |
0142 720-98625 1.000 EACH | 2546.32000 2546.32| |
MANHOLE, C4, DROP , MODIFY EXISTING | | |
0143 732-03063 1.000 EACH | 4503.24000 4503.24| |
TAPPING SLEEVE , WITH TAPPING VALVE AND | | |
VALVE BOX, 8" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -21
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 732-04750 23.000 EACH | 152.33000 3503.59| |
CORPORATION STOP | | |
0145 732-04965 1967.000 LFT | 23.70000 46617.90| |
WATER SERVICE LINE | | |
0146 732-04994 1.000 EACH | 1303.91000 1303.91| |
METER , WATER | | |
0147 732-08420 251.200 SYS | 123.11000 30925.23| |
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
0148 732-08421 251.200 SYS | 116.39000 29237.17| |
MODULAR BLOCK WALL ERECTION | | |
0149 732-08564 1.000 EACH | 8653.63000 8653.63| |
INSERTION , VALVE AND VALVE BOX, 12 IN | | |
0150 732-08564 1.000 EACH | 5015.11000 5015.11| |
INSERTION , VALVE AND VALVE BOX, 8 IN | | |
0151 732-90578 2.000 EACH | 1480.43000 2960.86| |
WATER METER, RELOCATE | | |
0152 732-97009 6.000 EACH | 515.22000 3091.32| |
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0153 801-03290 6.000 EACH | 278.82000 1672.92| |
CONSTRUCTION SIGN, C | | |
0154 801-04308 25.000 EACH | 390.35000 9758.75| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0155 801-06203 65500.000 LFT | 0.34000 22270.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0156 801-06207 13792.000 LFT | 1.61000 22205.12| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0157 801-06211 5.000 EACH | 123.00000 615.00| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0158 801-06212 5.000 EACH | 132.89000 664.45| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0159 801-06216 438.000 LFT | 4.24000 1857.12| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0160 801-06625 20.000 EACH | 117.11000 2342.20| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0161 801-06640 74.000 EACH | 167.29000 12379.46| |
CONSTRUCTION SIGN, A | | |
0162 801-06645 7.000 EACH | 83.65000 585.55| |
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -22
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 801-06775 LUMP | 43137.29000 43137.29| |
MAINTAINING TRAFFIC | | |
0164 801-07119 1170.000 LFT | 18.40000 21528.00| |
BARRICADE, III-B | | |
0165 802-03126 4.000 EACH | 184.21000 736.84| |
OVERHEAD SIGN, RELOCATE | | |
0166 802-05701 41.800 LFT | 23.70000 990.66| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0167 802-05702 587.500 LFT | 13.03000 7655.13| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0168 802-76025 255.000 SFT | 15.94000 4064.70| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0169 802-76035 202.000 SFT | 16.27000 3286.54| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0170 802-76045 110.500 SFT | 16.91000 1868.56| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0171 805-01815 6.000 EACH | 2274.04000 13644.24| |
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0172 805-01828 2.000 EACH | 416.89000 833.78| |
TRAFFIC SIGNAL HEAD, REALIGN | | |
0173 805-01842 13.000 EACH | 1104.17000 14354.21| |
HANDHOLE, SIGNAL | | |
0174 805-02152 8.000 EACH | 507.38000 4059.04| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0175 805-04602 1.000 EACH | 877.94000 877.94| |
CONTROLLER, REWIRE | | |
0176 805-06592 1898.000 LFT | 18.64000 35378.72| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0177 805-06834 1.000 EACH | 8224.69000 8224.69| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0178 805-09067 8.000 EACH | 43.31000 346.48| |
TRAFFIC SIGNAL HEAD, REMOVE | | |
0179 805-09240 2.000 EACH | 363.03000 726.06| |
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -23
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 805-78205 8.000 EACH | 718.52000 5748.16| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0181 805-78370 8.000 EACH | 191.75000 1534.00| |
PEDESTRIAN PUSH BUTTON | | |
0182 805-78415 7.000 EACH | 2077.98000 14545.86| |
SPAN, CATENARY, AND TETHER | | |
0183 805-78420 7.000 EACH | 303.78000 2126.46| |
DISCONNECT HANGER | | |
0184 805-78467 75.000 LFT | 3.88000 291.00| |
SIGNAL CABLE, 3C 8GA. | | |
0185 805-78470 3294.000 LFT | 0.16000 527.04| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0186 805-78485 1118.000 LFT | 2.69000 3007.42| |
SIGNAL CABLE, 5C 14GA. | | |
0187 805-78490 2283.000 LFT | 2.91000 6643.53| |
SIGNAL CABLE, 7C 14GA. | | |
0188 805-78510 5169.000 LFT | 1.72000 8890.68| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0189 805-78746 1252.000 LFT | 12.50000 15650.00| |
PREFORMED LOOP DETECTORS | | |
0190 805-78785 8.000 EACH | 1020.14000 8161.12| |
SIGNAL DETECTOR HOUSING | | |
0191 805-78795 1099.000 LFT | 7.86000 8638.14| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0192 805-78925 1.000 EACH | 1925.02000 1925.02| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0193 805-81032 4.000 EACH | 3788.64000 15154.56| |
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0194 805-81060 2.000 EACH | 4345.56000 8691.12| |
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0195 805-90015 6.000 EACH | 127.11000 762.66| |
POLE BANDS, STEEL | | |
0196 805-92504 8.000 EACH | 308.09000 2464.72| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0197 808-06701 11189.000 LFT | 0.13000 1454.57| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0198 808-06703 2259.000 LFT | 0.59000 1332.81| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0199 808-75240 8847.000 LFT | 0.13000 1150.11| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -24
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 808-75245 12982.000 LFT | 0.59000 7659.38| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0201 808-75274 53.000 LFT | 2.83000 149.99| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | |
0202 808-75297 371.000 LFT | 5.65000 2096.15| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0203 808-75300 2866.000 LFT | 1.70000 4872.20| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0204 808-75320 36.000 EACH | 118.75000 4275.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0205 808-75325 20.000 EACH | 137.13000 2742.60| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0206 202-03000 LUMP | 5998.42000 5998.42| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 70 | | |
0207 202-03000 LUMP | 9441.57000 9441.57| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO 74 | | |
0208 303-02172 4950.980 TON | 39.87000 197395.57| |
TEMPORARY AGGREGATE , COMPACTED, NO 53 | | |
0209 402-07453 2728.300 TON | 59.92000 163479.74| |
HMA FOR TEMPORARY PAVEMENT | | |
0210 202-01000 LUMP | 336.11000 336.11| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 4 | | |
0211 202-01000 LUMP | 996.41000 996.41| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 5 | | |
0212 202-01000 LUMP | 719.00000 719.00| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 10SA | | |
0213 202-01000 LUMP | 421.96000 421.96| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 11 | | |
0214 202-01000 LUMP | 843.92000 843.92| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 12 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 130 -25
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IR-30174-A COUNTIES : DELAWARE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0215 202-01000 LUMP | 843.92000 843.92| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 16 | | |
0216 202-01000 LUMP | 843.92000 843.92| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 18 | | |
0217 202-01000 LUMP | 843.92000 843.92| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 20 | | |
0218 202-01000 LUMP | 1265.86000 1265.86| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 21 | | |
0219 202-01000 LUMP | 632.97000 632.97| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 23 | | |
0220 202-01000 LUMP | 1265.86000 1265.86| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 25 | | |
0221 202-01000 LUMP | 1265.86000 1265.86| |
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 27 | | |
SECTION TOTALS | $ 8,691,748.26| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,691,748.26| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 140 -1
VENDOR RANKING
CALL ORDER : 140 CONTRACT ID : IR-31098-A COUNTIES : HOWARD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : HOUSES AND BUILDINGS, REMOVE COMPLETION DATE : 04/30/10
LOCATION : ALONG US 31 AT CR 450N PROJECT(S) : 0800431
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 48,781.00 100.0000%
2 35-1874009 HAUER EXCAVATING $ 49,806.00 102.1012%
3 35-1415044 F & K CONSTRUCTION INC $ 87,032.00 178.4137%
4 35-1817574 YARDBERRY LANDSCAPE $ 103,003.00 211.1539%
5 35-1636776 LINKEL COMPANY $ 128,203.00 262.8134%
35-2123509 A LANDON EXCAVATING LLC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 140 -2
TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : IR-31098-A COUNTIES : HOWARD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1415044
|BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING |F & K CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HOUSE AND BUILDINGS, REMOVE
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| 1.00000 1.00| 3100.00000 3100.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 110-01001 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 3550.00000 3550.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 201-52370 LUMP | 20000.00000 20000.00| 21000.00000 21000.00| 19500.00000 19500.00
CLEARING RIGHT OF WAY | | |
0007 202-03000 LUMP | 17000.00000 17000.00| 20200.00000 20200.00| 40930.00000 40930.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 706 | | |
0008 202-03000 LUMP | 7000.00000 7000.00| 7000.00000 7000.00| 16000.00000 16000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 707 | | |
0009 205-06937 1500.000 LFT | 1.25000 1875.00| 0.30000 450.00| 2.00000 3000.00
TEMPORARY SILT FENCE | | |
0010 621-06560 1.000 SYS | 3.00000 3.00| 2.00000 2.00| 4.00000 4.00
MULCHED SEEDING, U | | |
0011 801-03290 3.000 EACH | 300.00000 900.00| 50.00000 150.00| 315.00000 945.00
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 48,781.00| $ 49,806.00| $ 87,032.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 48,781.00| $ 49,806.00| $ 87,032.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 140 -3
TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : IR-31098-A COUNTIES : HOWARD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1817574 |( 5 ) 35-1636776 |( )
|YARDBERRY LANDSCAPE |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HOUSE AND BUILDINGS, REMOVE
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| 10000.00000 10000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 110-01001 LUMP | 5000.00000 5000.00| 25000.00000 25000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 201-52370 LUMP | 55000.00000 55000.00| 14500.00000 14500.00|
CLEARING RIGHT OF WAY | | |
0007 202-03000 LUMP | 26500.00000 26500.00| 50000.00000 50000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 706 | | |
0008 202-03000 LUMP | 10000.00000 10000.00| 25000.00000 25000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 707 | | |
0009 205-06937 1500.000 LFT | 3.00000 4500.00| 2.00000 3000.00|
TEMPORARY SILT FENCE | | |
0010 621-06560 1.000 SYS | 100.00000 100.00| 100.00000 100.00|
MULCHED SEEDING, U | | |
0011 801-03290 3.000 EACH | 300.00000 900.00| 200.00000 600.00|
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 103,003.00| $ 128,203.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 103,003.00| $ 128,203.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -1
VENDOR RANKING
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : NOISE ABATEMENT COMPLETION DATE : 10/30/10
LOCATION : ALONG I-465/I-70 INTERCHANGE ON THE PROJECT(S) : 0810017
EAST SIDE OF INDIANAPOLIS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 1,911,900.00 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 1,916,589.74 100.2453%
3 31-1023518 KOKOSING CONSTRUCTION CO INC $ 1,946,895.77 101.8304%
4 90-0177865 HIS CONSTRUCTORS LLC $ 1,982,864.05 103.7117%
5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,020,000.00 105.6541%
6 36-2231526 WALSH CONSTR COMPANY $ 2,177,395.52 113.8865%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,433,609.01 127.2875%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -2
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 31-1023518
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 10500.00000 10500.00| 9400.00000 9400.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 140.00000 280.00| 20.00000 40.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 80.00000 1920.00| 90.00000 2160.00| 60.00000 1440.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 91469.91000 91469.91| 95825.00000 95825.00| 95000.00000 95000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 32000.00000 32000.00| 19150.00000 19150.00| 18600.00000 18600.00
CLEARING RIGHT OF WAY | | |
0011 202-02241 2616.250 LFT | 2.50000 6540.63| 2.50000 6540.63| 2.50000 6540.63
GUARDRAIL, REMOVE | | |
0012 202-96531 302.000 LFT | 6.00000 1812.00| 8.00000 2416.00| 8.00000 2416.00
FENCE, RIGHT-OF-WAY, REMOVE | | |
0013 203-02000 1638.000 CYS | 18.00000 29484.00| 18.25000 29893.50| 24.00000 39312.00
EXCAVATION, COMMON | | |
0014 205-03371 113.000 CYS | 45.00000 5085.00| 30.00000 3390.00| 20.00000 2260.00
SEDIMENT, REMOVE | | |
0015 205-06931 88.000 TON | 40.00000 3520.00| 50.00000 4400.00| 50.00000 4400.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 3.000 EACH | 125.00000 375.00| 90.00000 270.00| 150.00000 450.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 2250.000 LFT | 1.55000 3487.50| 1.30000 2925.00| 2.00000 4500.00
TEMPORARY SILT FENCE | | |
0018 205-09543 100.000 TON | 27.00000 2700.00| 20.00000 2000.00| 12.00000 1200.00
NO 2 STONE | | |
0019 207-08265 596.000 SYS | 28.00000 16688.00| 13.00000 7748.00| 14.00000 8344.00
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -3
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 31-1023518
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 301-07448 408.000 TON | 32.00000 13056.00| 23.00000 9384.00| 25.00000 10200.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-05738 2968.000 TON | 23.00000 68264.00| 20.50000 60844.00| 35.00000 103880.00
AGGREGATE, 5 | | |
0023 406-05521 298.000 SYS | 0.13000 38.74| 1.00000 298.00| 0.50000 149.00
ASPHALT FOR TACK COAT | | |
0024 601-01115 100.000 LFT | 60.00000 6000.00| 60.00000 6000.00| 60.00000 6000.00
GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | |
SPACING | | |
0025 601-06035 2531.250 LFT | 8.37000 21186.56| 6.00000 15187.50| 8.73000 22097.81
GUARDRAIL, RESET | | |
0026 601-99105 1937.500 LFT | 15.40000 29837.50| 15.40000 29837.50| 15.40000 29837.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0027 603-06045 26.000 LFT | 65.00000 1690.00| 65.00000 1690.00| 65.00000 1690.00
FENCE, CHAIN LINK, 48 IN. | | |
0028 615-06490 2.000 EACH | 115.00000 230.00| 115.00000 230.00| 115.00000 230.00
RIGHT OF WAY MARKER | | |
0029 620-08426 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 19500.00000 19500.00
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 970.000 SFT | 13.50000 13095.00| 6.75000 6547.50| 9.00000 8730.00
SOUND BARRIER ERECTION BRIDGE MOUNTED, | | |
TYPE 1 | | |
0031 620-08427 65385.000 SFT | 4.75000 310578.75| 5.25000 343271.25| 4.10000 268078.50
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0032 620-08428 970.000 SFT | 20.00000 19400.00| 16.25000 15762.50| 19.00000 18430.00
SOUND BARRIER PANELS BRIDGE MOUNTED, | | |
TYPE 1 | | |
0033 620-08428 65385.000 SFT | 16.30000 1065775.50| 16.25000 1062506.25| 17.20000 1124622.00
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0034 621-01004 4.000 EACH | 475.00000 1900.00| 285.00000 1140.00| 475.00000 1900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0035 621-06545 3.400 TON | 650.00000 2210.00| 675.00000 2295.00| 650.00000 2210.00
FERTILIZER | | |
0036 621-06554 804.000 LBS | 6.52000 5242.08| 5.00000 4020.00| 6.52000 5242.08
SEED MIXTURE, U | | |
0037 621-06565 17.000 TON | 325.00000 5525.00| 350.00000 5950.00| 325.00000 5525.00
MULCHING MATERIAL | | |
0038 621-07044 650.000 LBS | 2.80000 1820.00| 2.50000 1625.00| 2.80000 1820.00
SEED MIXTURE, T, SPRING MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -4
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 31-1023518
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 628-09402 12.000 MOS | 2300.00000 27600.00| 2000.00000 24000.00| 2500.00000 30000.00
FIELD OFFICE, B | | |
0040 628-09407 12.000 MOS | 270.00000 3240.00| 400.00000 4800.00| 210.00000 2520.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0041 702-06850 120.000 EACH | 55.00000 6600.00| 160.00000 19200.00| 50.00000 6000.00
SOUND BARRIER , FOUNDATION WITH CASING | | |
0042 801-03290 7.000 EACH | 225.00000 1575.00| 300.00000 2100.00| 139.00000 973.00
CONSTRUCTION SIGN, C | | |
0043 801-06203 4055.000 LFT | 0.37000 1500.35| 0.65000 2635.75| 0.42000 1703.10
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0044 801-06640 22.000 EACH | 175.00000 3850.00| 200.00000 4400.00| 164.00000 3608.00
CONSTRUCTION SIGN, A | | |
0045 801-06775 LUMP | 24000.00000 24000.00| 24715.31000 24715.31| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0046 802-01749 16.000 EACH | 820.00000 13120.00| 1085.00000 17360.00| 1107.25000 17716.00
SIGN BRACKET, WALL MOUNTED | | |
0047 802-01750 15.000 EACH | 520.00000 7800.00| 540.00000 8100.00| 553.63000 8304.45
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0048 802-05702 77.100 LFT | 10.80000 832.68| 12.00000 925.20| 12.18000 939.08
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0049 802-07059 11.000 EACH | 20.00000 220.00| 59.75000 657.25| 60.90000 669.90
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0050 802-76025 26.500 SFT | 50.00000 1325.00| 13.00000 344.50| 13.29000 352.19
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0051 802-76035 228.800 SFT | 26.00000 5948.80| 14.50000 3317.60| 14.95000 3420.56
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0052 802-76045 72.000 SFT | 31.00000 2232.00| 16.25000 1170.00| 16.61000 1195.92
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0053 802-76055 150.000 LFT | 9.00000 1350.00| 6.25000 937.50| 6.37000 955.50
SIGN POST, A | | |
0054 805-90187 50.000 LFT | 25.00000 1250.00| 24.00000 1200.00| 24.77000 1238.50
CONDUIT, STEEL, GALVANIZED, 4 IN. | | |
0055 807-04651 200.000 LFT | 7.20000 1440.00| 9.75000 1950.00| 10.13000 2026.00
WIRE NO.1, COPPER, 3 1/C | | |
0056 807-05074 1.000 EACH | 1200.00000 1200.00| 1085.00000 1085.00| 1126.05000 1126.05
DISCONNECT | | |
0057 807-07580 1000.000 LFT | 8.80000 8800.00| 8.75000 8750.00| 9.01000 9010.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -5
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 31-1023518
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 304-07492 99.000 TON | 120.00000 11880.00| 150.00000 14850.00| 112.00000 11088.00
WIDENING WITH HMA, TYPE A | | |
SECTION TOTALS | $ 1,911,900.00| $ 1,916,589.74| $ 1,946,895.77
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,911,900.00| $ 1,916,589.74| $ 1,946,895.77
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -6
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 36-2231526
|HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 9970.00000 9970.00| 10000.00000 10000.00| 119171.03000 119171.03
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 126.00000 252.00| 150.00000 300.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 81.00000 1944.00| 150.00000 3600.00| 100.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 44351.37000 44351.37| 100000.00000 100000.00| 87095.00000 87095.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 16196.04000 16196.04| 18689.62000 18689.62| 21773.00000 21773.00
CLEARING RIGHT OF WAY | | |
0011 202-02241 2616.250 LFT | 2.55000 6671.44| 2.79000 7299.34| 2.50000 6540.63
GUARDRAIL, REMOVE | | |
0012 202-96531 302.000 LFT | 6.10000 1842.20| 5.50000 1661.00| 3.00000 906.00
FENCE, RIGHT-OF-WAY, REMOVE | | |
0013 203-02000 1638.000 CYS | 25.00000 40950.00| 40.00000 65520.00| 9.85000 16134.30
EXCAVATION, COMMON | | |
0014 205-03371 113.000 CYS | 18.10000 2045.30| 15.00000 1695.00| 16.64000 1880.32
SEDIMENT, REMOVE | | |
0015 205-06931 88.000 TON | 48.00000 4224.00| 35.00000 3080.00| 48.02000 4225.76
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 3.000 EACH | 87.00000 261.00| 85.00000 255.00| 85.00000 255.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 2250.000 LFT | 1.30000 2925.00| 1.25000 2812.50| 1.96000 4410.00
TEMPORARY SILT FENCE | | |
0018 205-09543 100.000 TON | 21.00000 2100.00| 21.00000 2100.00| 87.30000 8730.00
NO 2 STONE | | |
0019 207-08265 596.000 SYS | 14.30000 8522.80| 14.00000 8344.00| 12.03000 7169.88
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -7
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 36-2231526
|HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 301-07448 408.000 TON | 25.60000 10444.80| 25.00000 10200.00| 31.42000 12819.36
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-05738 2968.000 TON | 21.00000 62328.00| 23.12000 68620.16| 22.36000 66364.48
AGGREGATE, 5 | | |
0023 406-05521 298.000 SYS | 1.00000 298.00| 0.10000 29.80| 0.10000 29.80
ASPHALT FOR TACK COAT | | |
0024 601-01115 100.000 LFT | 61.00000 6100.00| 66.96000 6696.00| 60.00000 6000.00
GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | |
SPACING | | |
0025 601-06035 2531.250 LFT | 6.10000 15440.63| 6.70000 16959.38| 8.73000 22097.81
GUARDRAIL, RESET | | |
0026 601-99105 1937.500 LFT | 15.40000 29837.50| 17.19000 33305.63| 15.40000 29837.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0027 603-06045 26.000 LFT | 66.00000 1716.00| 72.54000 1886.04| 65.00000 1690.00
FENCE, CHAIN LINK, 48 IN. | | |
0028 615-06490 2.000 EACH | 120.00000 240.00| 128.34000 256.68| 115.00000 230.00
RIGHT OF WAY MARKER | | |
0029 620-08426 LUMP | 62000.00000 62000.00| 42000.00000 42000.00| 50000.00000 50000.00
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 970.000 SFT | 12.20000 11834.00| 11.00000 10670.00| 10.40000 10088.00
SOUND BARRIER ERECTION BRIDGE MOUNTED, | | |
TYPE 1 | | |
0031 620-08427 65385.000 SFT | 4.30000 281155.50| 4.50000 294232.50| 4.57000 298809.45
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0032 620-08428 970.000 SFT | 16.75000 16247.50| 17.00000 16490.00| 17.00000 16490.00
SOUND BARRIER PANELS BRIDGE MOUNTED, | | |
TYPE 1 | | |
0033 620-08428 65385.000 SFT | 17.08000 1116775.80| 17.00000 1111545.00| 17.00000 1111545.00
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0034 621-01004 4.000 EACH | 270.00000 1080.00| 265.00000 1060.00| 265.00000 1060.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0035 621-06545 3.400 TON | 640.00000 2176.00| 625.00000 2125.00| 625.00000 2125.00
FERTILIZER | | |
0036 621-06554 804.000 LBS | 4.80000 3859.20| 4.75000 3819.00| 4.75000 3819.00
SEED MIXTURE, U | | |
0037 621-06565 17.000 TON | 326.00000 5542.00| 325.00000 5525.00| 325.00000 5525.00
MULCHING MATERIAL | | |
0038 621-07044 650.000 LBS | 2.40000 1560.00| 2.33000 1514.50| 2.33000 1514.50
SEED MIXTURE, T, SPRING MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -8
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 36-2231526
|HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 628-09402 12.000 MOS | 2320.00000 27840.00| 2500.00000 30000.00| 2400.00000 28800.00
FIELD OFFICE, B | | |
0040 628-09407 12.000 MOS | 250.00000 3000.00| 350.00000 4200.00| 300.00000 3600.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0041 702-06850 120.000 EACH | 895.00000 107400.00| 150.00000 18000.00| 785.60000 94272.00
SOUND BARRIER , FOUNDATION WITH CASING | | |
0042 801-03290 7.000 EACH | 230.00000 1610.00| 269.00000 1883.00| 225.00000 1575.00
CONSTRUCTION SIGN, C | | |
0043 801-06203 4055.000 LFT | 0.40000 1622.00| 0.59000 2392.45| 0.37000 1500.35
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0044 801-06640 22.000 EACH | 180.00000 3960.00| 179.00000 3938.00| 175.00000 3850.00
CONSTRUCTION SIGN, A | | |
0045 801-06775 LUMP | 10500.00000 10500.00| 54000.00000 54000.00| 60000.00000 60000.00
MAINTAINING TRAFFIC | | |
0046 802-01749 16.000 EACH | 1020.00000 16320.00| 1000.00000 16000.00| 820.00000 13120.00
SIGN BRACKET, WALL MOUNTED | | |
0047 802-01750 15.000 EACH | 510.00000 7650.00| 500.00000 7500.00| 520.00000 7800.00
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0048 802-05702 77.100 LFT | 11.20000 863.52| 11.00000 848.10| 10.80000 832.68
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0049 802-07059 11.000 EACH | 56.00000 616.00| 55.00000 605.00| 20.00000 220.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0050 802-76025 26.500 SFT | 12.50000 331.25| 12.00000 318.00| 50.00000 1325.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0051 802-76035 228.800 SFT | 14.00000 3203.20| 13.50000 3088.80| 26.00000 5948.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0052 802-76045 72.000 SFT | 15.25000 1098.00| 15.00000 1080.00| 31.00000 2232.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0053 802-76055 150.000 LFT | 6.00000 900.00| 5.75000 862.50| 9.00000 1350.00
SIGN POST, A | | |
0054 805-90187 50.000 LFT | 22.50000 1125.00| 22.00000 1100.00| 25.00000 1250.00
CONDUIT, STEEL, GALVANIZED, 4 IN. | | |
0055 807-04651 200.000 LFT | 9.20000 1840.00| 9.00000 1800.00| 7.20000 1440.00
WIRE NO.1, COPPER, 3 1/C | | |
0056 807-05074 1.000 EACH | 1020.00000 1020.00| 1000.00000 1000.00| 1200.00000 1200.00
DISCONNECT | | |
0057 807-07580 1000.000 LFT | 8.20000 8200.00| 8.00000 8000.00| 8.80000 8800.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -9
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 36-2231526
|HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 304-07492 99.000 TON | 130.00000 12870.00| 112.00000 11088.00| 174.13000 17238.87
WIDENING WITH HMA, TYPE A | | |
SECTION TOTALS | $ 1,982,864.05| $ 2,020,000.00| $ 2,177,395.52
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,982,864.05| $ 2,020,000.00| $ 2,177,395.52
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -10
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NOISE ABATEMENT
| | |
0001 105-06845 LUMP | 6000.00000 6000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 350.00000 700.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 75.00000 1800.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
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 | 121680.45000 121680.45| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 24336.08000 24336.08| |
CLEARING RIGHT OF WAY | | |
0011 202-02241 2616.250 LFT | 2.50000 6540.63| |
GUARDRAIL, REMOVE | | |
0012 202-96531 302.000 LFT | 5.50000 1661.00| |
FENCE, RIGHT-OF-WAY, REMOVE | | |
0013 203-02000 1638.000 CYS | 25.00000 40950.00| |
EXCAVATION, COMMON | | |
0014 205-03371 113.000 CYS | 25.00000 2825.00| |
SEDIMENT, REMOVE | | |
0015 205-06931 88.000 TON | 40.00000 3520.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 3.000 EACH | 85.00000 255.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 2250.000 LFT | 1.25000 2812.50| |
TEMPORARY SILT FENCE | | |
0018 205-09543 100.000 TON | 40.00000 4000.00| |
NO 2 STONE | | |
0019 207-08265 596.000 SYS | 20.00000 11920.00| |
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -11
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 301-07448 408.000 TON | 30.00000 12240.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-05738 2968.000 TON | 35.00000 103880.00| |
AGGREGATE, 5 | | |
0023 406-05521 298.000 SYS | 0.50000 149.00| |
ASPHALT FOR TACK COAT | | |
0024 601-01115 100.000 LFT | 60.00000 6000.00| |
GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | |
SPACING | | |
0025 601-06035 2531.250 LFT | 6.00000 15187.50| |
GUARDRAIL, RESET | | |
0026 601-99105 1937.500 LFT | 15.40000 29837.50| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0027 603-06045 26.000 LFT | 65.00000 1690.00| |
FENCE, CHAIN LINK, 48 IN. | | |
0028 615-06490 2.000 EACH | 115.00000 230.00| |
RIGHT OF WAY MARKER | | |
0029 620-08426 LUMP | 38000.00000 38000.00| |
SOUND BARRIER DESIGN AND LAYOUT | | |
0030 620-08427 970.000 SFT | 15.00000 14550.00| |
SOUND BARRIER ERECTION BRIDGE MOUNTED, | | |
TYPE 1 | | |
0031 620-08427 65385.000 SFT | 9.00000 588465.00| |
SOUND BARRIER ERECTION GROUND MOUNTED, | | |
TYPE 1 | | |
0032 620-08428 970.000 SFT | 18.00000 17460.00| |
SOUND BARRIER PANELS BRIDGE MOUNTED, | | |
TYPE 1 | | |
0033 620-08428 65385.000 SFT | 18.00000 1176930.00| |
SOUND BARRIER PANELS GROUND MOUNTED, | | |
TYPE 1 | | |
0034 621-01004 4.000 EACH | 265.00000 1060.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0035 621-06545 3.400 TON | 625.00000 2125.00| |
FERTILIZER | | |
0036 621-06554 804.000 LBS | 4.75000 3819.00| |
SEED MIXTURE, U | | |
0037 621-06565 17.000 TON | 325.00000 5525.00| |
MULCHING MATERIAL | | |
0038 621-07044 650.000 LBS | 2.33000 1514.50| |
SEED MIXTURE, T, SPRING MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -12
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 628-09402 12.000 MOS | 2000.00000 24000.00| |
FIELD OFFICE, B | | |
0040 628-09407 12.000 MOS | 350.00000 4200.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0041 702-06850 120.000 EACH | 400.00000 48000.00| |
SOUND BARRIER , FOUNDATION WITH CASING | | |
0042 801-03290 7.000 EACH | 269.00000 1883.00| |
CONSTRUCTION SIGN, C | | |
0043 801-06203 4055.000 LFT | 0.59000 2392.45| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0044 801-06640 22.000 EACH | 179.00000 3938.00| |
CONSTRUCTION SIGN, A | | |
0045 801-06775 LUMP | 42000.00000 42000.00| |
MAINTAINING TRAFFIC | | |
0046 802-01749 16.000 EACH | 1000.00000 16000.00| |
SIGN BRACKET, WALL MOUNTED | | |
0047 802-01750 15.000 EACH | 500.00000 7500.00| |
SIGN ATTACHMENT, FLUSH MOUNTED | | |
0048 802-05702 77.100 LFT | 11.00000 848.10| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0049 802-07059 11.000 EACH | 55.00000 605.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0050 802-76025 26.500 SFT | 12.00000 318.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0051 802-76035 228.800 SFT | 13.50000 3088.80| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0052 802-76045 72.000 SFT | 15.00000 1080.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0053 802-76055 150.000 LFT | 5.75000 862.50| |
SIGN POST, A | | |
0054 805-90187 50.000 LFT | 22.00000 1100.00| |
CONDUIT, STEEL, GALVANIZED, 4 IN. | | |
0055 807-04651 200.000 LFT | 9.00000 1800.00| |
WIRE NO.1, COPPER, 3 1/C | | |
0056 807-05074 1.000 EACH | 1000.00000 1000.00| |
DISCONNECT | | |
0057 807-07580 1000.000 LFT | 8.00000 8000.00| |
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 150 -13
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : IR-31618-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 304-07492 99.000 TON | 175.00000 17325.00| |
WIDENING WITH HMA, TYPE A | | |
SECTION TOTALS | $ 2,433,609.01| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,433,609.01| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 06/01/11
LOCATION : ON SR 2 AT BOSTON STREET, 0.77 MILE EAST OF SR 4 PROJECT(S) : 0400632
0500065
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1058916 WOODRUFF & SONS INC $ 2,676,957.38 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,738,809.60 102.3105%
3 35-1569222 GRIMMER CONSTRUCTION INC $ 2,987,081.60 111.5850%
4 35-1068009 DYER CONSTRUCTION CO $ 3,085,278.78 115.2532%
5 35-1120685 WALSH & KELLY INC $ 3,190,792.52 119.1947%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -2
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES
| | |
0001 105-06845 LUMP | 33750.00000 33750.00| 33835.00000 33835.00| 45000.00000 45000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 62.00000 124.00| 64.00000 128.00| 177.00000 354.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 62.00000 1860.00| 64.00000 1920.00| 118.00000 3540.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 210078.00000 210078.00| 308410.00000 308410.00| 160000.00000 160000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 30000.00000 30000.00| 27000.00000 27000.00| 111000.00000 111000.00
CLEARING RIGHT OF WAY | | |
0014 202-01261 2.000 EACH | 370.00000 740.00| 798.00000 1596.00| 220.00000 440.00
TESTING FOR ASBESTOS | | |
0015 202-01300 1.000 EACH | 1480.00000 1480.00| 1490.00000 1490.00| 1510.00000 1510.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-02240 9210.000 SYS | 4.00000 36840.00| 0.50000 4605.00| 9.30000 85653.00
PAVEMENT REMOVAL | | |
0017 202-02279 3574.000 LFT | 2.50000 8935.00| 5.90000 21086.60| 4.20000 15010.80
CURB AND GUTTER, REMOVE | | |
0018 202-02928 10.000 EACH | 160.00000 1600.00| 10.65000 106.50| 118.00000 1180.00
CATCH BASIN, REMOVE | | |
0019 202-03000 LUMP | 14500.00000 14500.00| 15007.00000 15007.00| 16600.00000 16600.00
HOUSES AND BUILDINGS, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -3
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-03000 LUMP | 6300.00000 6300.00| 6363.00000 6363.00| 7080.00000 7080.00
HOUSES AND BUILDINGS, REMOVE , DES | | |
0400632 | | |
0021 202-06580 100.000 CYS | 150.00000 15000.00| 101.60000 10160.00| 126.00000 12600.00
CONTAMINATED SOIL, REMOVE | | |
0022 202-52710 1565.000 SYS | 4.00000 6260.00| 13.40000 20971.00| 5.80000 9077.00
SIDEWALK, CONCRETE, REMOVE | | |
0023 202-91385 14.000 EACH | 135.00000 1890.00| 10.65000 149.10| 108.00000 1512.00
INLET, REMOVE | | |
0024 202-93047 3.000 EACH | 240.00000 720.00| 26.60000 79.80| 165.00000 495.00
MANHOLE, REMOVE | | |
0025 202-96133 976.000 LFT | 10.00000 9760.00| 2.10000 2049.60| 6.60000 6441.60
PIPE, REMOVE | | |
0026 203-02000 6196.000 CYS | 16.00000 99136.00| 8.95000 55454.20| 25.00000 154900.00
EXCAVATION, COMMON | | |
0027 205-03371 50.000 CYS | 27.00000 1350.00| 0.01000 0.50| 5.00000 250.00
SEDIMENT, REMOVE | | |
0028 205-06931 65.000 TON | 60.00000 3900.00| 153.80000 9997.00| 41.60000 2704.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06933 11.000 EACH | 77.00000 847.00| 90.40000 994.40| 91.80000 1009.80
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06937 2441.000 LFT | 1.80000 4393.80| 1.80000 4393.80| 1.90000 4637.90
TEMPORARY SILT FENCE | | |
0031 205-09543 100.000 TON | 25.00000 2500.00| 0.01000 1.00| 20.00000 2000.00
NO 2 STONE | | |
0032 207-08266 205.000 SYS | 5.50000 1127.50| 10.40000 2132.00| 8.80000 1804.00
SUBGRADE TREATMENT, TYPE III | | |
0033 207-08267 3325.000 SYS | 10.00000 33250.00| 7.60000 25270.00| 8.50000 28262.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 207-08268 19948.000 SYS | 11.00000 219428.00| 10.80000 215438.40| 13.05000 260321.40
SUBGRADE TREATMENT, TYPE IV | | |
0035 211-09264 2911.000 CYS | 15.00000 43665.00| 16.50000 48031.50| 0.01000 29.11
STRUCTURE BACKFILL, TYPE 1 | | |
0036 211-09266 102.000 CYS | 53.00000 5406.00| 16.00000 1632.00| 28.80000 2937.60
STRUCTURE BACKFILL, TYPE 3 | | |
0037 303-08210 1800.000 TON | 5.00000 9000.00| 10.00000 18000.00| 20.90000 37620.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0038 306-08034 6102.000 SYS | 2.00000 12204.00| 1.95000 11898.90| 1.00000 6102.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0039 401-07321 1591.000 TON | 53.00000 84323.00| 50.10000 79709.10| 50.10000 79709.10
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -4
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 401-07390 2220.000 TON | 45.00000 99900.00| 42.30000 93906.00| 42.30000 93906.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0041 401-07407 6619.000 TON | 40.00000 264760.00| 38.00000 251522.00| 38.00000 251522.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0042 401-07423 1000.000 TON | 45.00000 45000.00| 42.20000 42200.00| 42.20000 42200.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0043 401-07429 918.000 TON | 62.00000 56916.00| 58.40000 53611.20| 58.40000 53611.20
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0044 402-07432 18.000 TON | 200.00000 3600.00| 188.40000 3391.20| 188.40000 3391.20
HMA SURFACE, TYPE A | | |
0045 402-07435 29.000 TON | 133.00000 3857.00| 125.10000 3627.90| 125.10000 3627.90
HMA INTERMEDIATE, TYPE A | | |
0046 402-07440 35.000 TON | 114.00000 3990.00| 107.20000 3752.00| 107.20000 3752.00
HMA BASE, TYPE A | | |
0047 406-05520 16.000 TON | 1.05000 16.80| 1.00000 16.00| 1.00000 16.00
ASPHALT FOR TACK COAT | | |
0048 603-01159 120.000 LFT | 19.00000 2280.00| 22.30000 2676.00| 22.70000 2724.00
FENCE, CHAIN LINK, 42 IN. | | |
0049 604-07897 21.000 SYS | 172.00000 3612.00| 159.00000 3339.00| 102.00000 2142.00
CURB RAMP, CONCRETE, C | | |
0050 604-07900 148.000 SYS | 102.00000 15096.00| 152.80000 22614.40| 123.00000 18204.00
CURB RAMP, CONCRETE, F | | |
0051 604-07901 26.000 SYS | 143.00000 3718.00| 167.00000 4342.00| 123.00000 3198.00
CURB RAMP, CONCRETE, G | | |
0052 604-07903 83.000 SYS | 90.00000 7470.00| 158.80000 13180.40| 107.00000 8881.00
CURB RAMP, CONCRETE, K | | |
0053 604-91531 2432.000 SYS | 30.00000 72960.00| 29.10000 70771.20| 36.75000 89376.00
SIDEWALK, CONCRETE, 4 IN. | | |
0054 605-06090 103.000 LFT | 34.00000 3502.00| 27.50000 2832.50| 29.20000 3007.60
CURB, INTEGRAL, CONCRETE | | |
0055 605-06100 202.000 LFT | 34.00000 6868.00| 26.50000 5353.00| 29.20000 5898.40
CURB, INTEGRAL, C, CONCRETE | | |
0056 605-06150 5635.000 LFT | 20.00000 112700.00| 16.00000 90160.00| 16.80000 94668.00
CURB AND GUTTER, C, CONCRETE | | |
0057 605-06210 36.000 LFT | 117.00000 4212.00| 150.00000 5400.00| 87.60000 3153.60
CENTER CURB, C, CONCRETE | | |
0058 605-94811 14.000 EACH | 318.00000 4452.00| 332.00000 4648.00| 516.00000 7224.00
CURB TURNOUT | | |
0059 610-08446 852.000 SYS | 28.00000 23856.00| 48.00000 40896.00| 49.80000 42429.60
PCCP FOR APPROACHES, 6 IN. | | |
0060 610-09108 2437.000 SYS | 38.00000 92606.00| 52.80000 128673.60| 53.00000 129161.00
PCCP FOR APPROACHES, 9 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -5
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 615-06505 27.000 EACH | 550.00000 14850.00| 731.00000 19737.00| 687.00000 18549.00
MONUMENT, B | | |
0062 615-06510 2.000 EACH | 400.00000 800.00| 436.00000 872.00| 410.00000 820.00
MONUMENT, C | | |
0063 616-02320 260.000 SYS | 1.50000 390.00| 0.85000 221.00| 0.90000 234.00
GEOTEXTILES | | |
0064 616-06405 9.500 TON | 60.00000 570.00| 65.00000 617.50| 80.30000 762.85
RIPRAP, REVETMENT | | |
0065 616-06451 84.500 TON | 63.00000 5323.50| 65.00000 5492.50| 56.80000 4799.60
RIPRAP, UNIFORM | | |
0066 621-01004 4.000 EACH | 160.00000 640.00| 159.60000 638.40| 162.00000 648.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-06545 1.200 TON | 742.00000 890.40| 744.00000 892.80| 756.00000 907.20
FERTILIZER | | |
0068 621-06554 172.000 LBS | 15.00000 2580.00| 15.00000 2580.00| 15.30000 2631.60
SEED MIXTURE, U | | |
0069 621-06557 102.000 LBS | 11.00000 1122.00| 11.00000 1122.00| 11.10000 1132.20
SEED MIXTURE, T | | |
0070 621-06565 5.000 TON | 318.00000 1590.00| 319.20000 1596.00| 324.00000 1620.00
MULCHING MATERIAL | | |
0071 621-06567 30.100 kGAL | 1.05000 31.61| 1.00000 30.10| 1.10000 33.11
WATER | | |
0072 621-06574 914.000 SYS | 5.00000 4570.00| 3.80000 3473.20| 6.00000 5484.00
SODDING | | |
0073 621-06575 6155.000 SYS | 5.00000 30775.00| 3.80000 23389.00| 6.30000 38776.50
SODDING, NURSERY | | |
0074 628-09402 18.000 MOS | 1800.00000 32400.00| 1543.00000 27774.00| 2320.00000 41760.00
FIELD OFFICE, B | | |
0075 628-09407 18.000 MOS | 240.00000 4320.00| 64.00000 1152.00| 321.00000 5778.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0076 706-92237 130.000 LFT | 47.00000 6110.00| 94.00000 12220.00| 176.00000 22880.00
HANDRAIL, STEEL | | |
0077 715-05024 1401.000 LFT | 54.00000 75654.00| 58.50000 81958.50| 89.30000 125109.30
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0078 715-05048 3013.000 LFT | 13.00000 39169.00| 7.00000 21091.00| 9.90000 29828.70
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0079 715-05053 203.000 LFT | 12.00000 2436.00| 24.00000 4872.00| 12.30000 2496.90
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0080 715-05149 1629.000 LFT | 22.00000 35838.00| 23.30000 37955.70| 35.10000 57177.90
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -6
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 715-05151 333.000 LFT | 23.00000 7659.00| 28.10000 9357.30| 37.40000 12454.20
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0082 715-05152 93.000 LFT | 28.00000 2604.00| 27.50000 2557.50| 45.90000 4268.70
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0083 715-05153 51.000 LFT | 32.00000 1632.00| 38.70000 1973.70| 48.60000 2478.60
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0084 715-05154 227.000 LFT | 34.00000 7718.00| 33.20000 7536.40| 53.10000 12053.70
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0085 715-05169 52.000 LFT | 28.00000 1456.00| 29.80000 1549.60| 44.90000 2334.80
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0086 715-05422 20.000 LFT | 78.00000 1560.00| 62.60000 1252.00| 183.00000 3660.00
PIPE, SLOTTED DRAIN, 12 IN. | | |
0087 715-05428 40.000 LFT | 114.00000 4560.00| 145.30000 5812.00| 179.00000 7160.00
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0088 715-09064 3758.000 LFT | 1.00000 3758.00| 0.85000 3194.30| 1.30000 4885.40
VIDEO INSPECTION FOR PIPE | | |
0089 715-46000 2.000 EACH | 268.00000 536.00| 140.50000 281.00| 706.00000 1412.00
PIPE END SECTION, 12 IN. | | |
0090 715-46005 4.000 EACH | 305.00000 1220.00| 140.50000 562.00| 765.00000 3060.00
PIPE END SECTION, 15 IN. | | |
0091 716-07635 150.000 LFT | 1050.00000 157500.00| 1120.40000 168060.00| 940.00000 141000.00
PIPE INSTALLATION, TRENCHLESS, 36 IN. | | |
0092 718-06529 5.000 EACH | 389.00000 1945.00| 1238.00000 6190.00| 876.00000 4380.00
OUTLET PROTECTOR, 2 | | |
0093 718-06532 2883.000 LFT | 1.00000 2883.00| 1.10000 3171.30| 1.10000 3171.30
VIDEO INSPECTION FOR UNDERDRAINS | | |
0094 718-52610 229.400 CYS | 56.00000 12846.40| 48.50000 11125.90| 33.00000 7570.20
AGGREGATE FOR UNDERDRAINS | | |
0095 718-99153 2803.000 SYS | 0.40000 1121.20| 0.40000 1121.20| 0.90000 2522.70
GEOTEXTILES FOR UNDERDRAIN | | |
0096 720-08559 1.000 EACH | 40000.00000 40000.00| 24495.00000 24495.00| 34930.00000 34930.00
BEST MANAGEMENT PRACITICES | | |
0097 720-08628 2.000 EACH | 1450.00000 2900.00| 1357.70000 2715.40| 2210.00000 4420.00
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0098 720-09592 4.000 EACH | 1500.00000 6000.00| 2053.50000 8214.00| 2070.00000 8280.00
CATCH BASIN, R13 | | |
0099 720-44000 15.000 EACH | 390.00000 5850.00| 315.50000 4732.50| 389.00000 5835.00
CASTING, ADJUST TO GRADE | | |
0100 720-44025 1.000 EACH | 525.00000 525.00| 607.00000 607.00| 664.00000 664.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0101 720-45030 5.000 EACH | 1050.00000 5250.00| 1000.00000 5000.00| 1320.00000 6600.00
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -7
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 720-45035 2.000 EACH | 1075.00000 2150.00| 1000.00000 2000.00| 1320.00000 2640.00
INLET, F7 | | |
0103 720-45075 3.000 EACH | 1400.00000 4200.00| 1434.30000 4302.90| 1880.00000 5640.00
INLET, R13 | | |
0104 720-45235 1.000 EACH | 1000.00000 1000.00| 2390.00000 2390.00| 1550.00000 1550.00
CATCH BASIN, E7 | | |
0105 720-45410 9.000 EACH | 1600.00000 14400.00| 3009.00000 27081.00| 1860.00000 16740.00
MANHOLE, C4 | | |
0106 720-91352 1.000 EACH | 1025.00000 1025.00| 2889.00000 2889.00| 1780.00000 1780.00
CATCH BASIN, F7 | | |
0107 720-91973 12.000 EACH | 4350.00000 52200.00| 4926.30000 59115.60| 3260.00000 39120.00
MANHOLE, H4 | | |
0108 720-98174 8.000 EACH | 1850.00000 14800.00| 2013.00000 16104.00| 2350.00000 18800.00
INLET, B15 | | |
0109 720-98555 3.000 EACH | 1850.00000 5550.00| 2362.00000 7086.00| 2350.00000 7050.00
INLET, C15 | | |
0110 720-99416 23.000 EACH | 1775.00000 40825.00| 2438.00000 56074.00| 2530.00000 58190.00
CATCH BASIN, B15 | | |
0111 720-99417 7.000 EACH | 1850.00000 12950.00| 2448.00000 17136.00| 2530.00000 17710.00
CATCH BASIN, C15 | | |
0112 732-08420 52.000 SYS | 200.00000 10400.00| 94.30000 4903.60| 95.70000 4976.40
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
0113 732-08421 52.000 SYS | 134.00000 6968.00| 261.00000 13572.00| 265.00000 13780.00
MODULAR BLOCK WALL ERECTION | | |
0114 801-03290 3.000 EACH | 200.00000 600.00| 202.00000 606.00| 205.00000 615.00
CONSTRUCTION SIGN, C | | |
0115 801-03291 2.000 EACH | 185.00000 370.00| 93.00000 186.00| 94.00000 188.00
CONSTRUCTION SIGN, D | | |
0116 801-04308 11.000 EACH | 360.00000 3960.00| 478.80000 5266.80| 486.00000 5346.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0117 801-06625 43.000 EACH | 73.00000 3139.00| 117.00000 5031.00| 119.00000 5117.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 11.000 EACH | 168.00000 1848.00| 170.20000 1872.20| 173.00000 1903.00
CONSTRUCTION SIGN, A | | |
0119 801-06645 1.000 EACH | 53.00000 53.00| 69.00000 69.00| 70.20000 70.20
CONSTRUCTION SIGN, B | | |
0120 801-06775 LUMP | 18600.00000 18600.00| 6405.00000 6405.00| 27000.00000 27000.00
MAINTAINING TRAFFIC | | |
0121 801-07118 252.000 LFT | 18.00000 4536.00| 12.80000 3225.60| 12.00000 3024.00
BARRICADE, III-A | | |
0122 801-07119 96.000 LFT | 18.00000 1728.00| 14.90000 1430.40| 14.00000 1344.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -8
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 802-05701 436.500 LFT | 12.00000 5238.00| 12.60000 5499.90| 11.85000 5172.53
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0124 802-07125 17.350 SFT | 25.00000 433.75| 26.00000 451.10| 24.00000 416.40
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0126 802-76025 264.000 SFT | 12.50000 3300.00| 12.80000 3379.20| 12.00000 3168.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0127 802-76045 144.000 SFT | 15.00000 2160.00| 14.90000 2145.60| 14.00000 2016.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0128 804-06770 5.000 EACH | 47.00000 235.00| 46.80000 234.00| 44.00000 220.00
DELINEATOR POST | | |
0129 805-01815 4.000 EACH | 2270.00000 9080.00| 2277.00000 9108.00| 2140.00000 8560.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0130 805-01842 4.000 EACH | 680.00000 2720.00| 683.00000 2732.00| 642.00000 2568.00
HANDHOLE, SIGNAL | | |
0131 805-02087 LUMP | 210.00000 210.00| 212.80000 212.80| 200.00000 200.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0132 805-02152 8.000 EACH | 740.00000 5920.00| 744.80000 5958.40| 700.00000 5600.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0133 805-02373 950.000 LFT | 3.00000 2850.00| 2.95000 2802.50| 2.75000 2612.50
INTERCONNECT CABLE, FIBER OPTIC | | |
0134 805-06592 608.000 LFT | 12.00000 7296.00| 12.30000 7478.40| 11.52000 7004.16
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0135 805-09540 1.000 EACH | 1270.00000 1270.00| 1277.00000 1277.00| 1200.00000 1200.00
LOOP DETECTOR RACK | | |
0136 805-78109 1.000 EACH | 14370.00000 14370.00| 14407.00000 14407.00| 13540.00000 13540.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0137 805-78215 4.000 EACH | 995.00000 3980.00| 1000.00000 4000.00| 940.00000 3760.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0138 805-78230 4.000 EACH | 1350.00000 5400.00| 1353.40000 5413.60| 1272.00000 5088.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0139 805-78370 8.000 EACH | 127.00000 1016.00| 127.70000 1021.60| 120.00000 960.00
PEDESTRIAN PUSH BUTTON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -9
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 805-78415 4.000 EACH | 1475.00000 5900.00| 1479.00000 5916.00| 1390.00000 5560.00
SPAN, CATENARY, AND TETHER | | |
0141 805-78420 4.000 EACH | 373.00000 1492.00| 374.50000 1498.00| 352.00000 1408.00
DISCONNECT HANGER | | |
0142 805-78445 1.000 EACH | 508.00000 508.00| 510.00000 510.00| 479.00000 479.00
SIGNAL SERVICE | | |
0143 805-78467 49.000 LFT | 3.10000 151.90| 3.20000 156.80| 3.00000 147.00
SIGNAL CABLE, 3C 8GA. | | |
0144 805-78470 3215.000 LFT | 0.35000 1125.25| 0.36000 1157.40| 0.34000 1093.10
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0145 805-78480 1546.000 LFT | 0.90000 1391.40| 0.90000 1391.40| 0.84000 1298.64
SIGNAL CABLE, 3C 14GA. | | |
0146 805-78485 1722.000 LFT | 1.25000 2152.50| 1.30000 2238.60| 1.22000 2100.84
SIGNAL CABLE, 5C 14GA. | | |
0147 805-78490 555.000 LFT | 1.45000 804.75| 1.50000 832.50| 1.40000 777.00
SIGNAL CABLE, 7C 14GA. | | |
0148 805-78495 196.000 LFT | 2.10000 411.60| 2.10000 411.60| 2.00000 392.00
SIGNAL CABLE, 9C 14GA. | | |
0149 805-78510 2248.000 LFT | 0.68000 1528.64| 0.70000 1573.60| 0.65000 1461.20
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0150 805-78785 7.000 EACH | 490.00000 3430.00| 495.00000 3465.00| 465.00000 3255.00
SIGNAL DETECTOR HOUSING | | |
0151 805-78795 1024.000 LFT | 9.50000 9728.00| 9.60000 9830.40| 9.00000 9216.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0152 805-78925 1.000 EACH | 765.00000 765.00| 767.20000 767.20| 721.00000 721.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0153 805-81032 4.000 EACH | 4325.00000 17300.00| 4341.00000 17364.00| 4080.00000 16320.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0154 805-90187 780.000 LFT | 19.00000 14820.00| 19.15000 14937.00| 18.00000 14040.00
CONDUIT, STEEL, GALVANIZED, 4 IN. | | |
0155 805-92504 7.000 EACH | 530.00000 3710.00| 532.00000 3724.00| 500.00000 3500.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0156 805-95568 6028.000 LFT | 7.65000 46114.20| 7.70000 46415.60| 7.24000 43642.72
CONDUIT, PVC, 4 IN. | | |
0157 807-02191 19.000 EACH | 680.00000 12920.00| 683.00000 12977.00| 642.00000 12198.00
HANDHOLE, LIGHTING | | |
0158 808-01045 208.000 LFT | 1.60000 332.80| 1.60000 332.80| 1.50000 312.00
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0159 808-06701 220.000 LFT | 1.55000 341.00| 0.30000 66.00| 0.34000 74.80
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -10
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0160 808-06703 948.000 LFT | 0.55000 521.40| 0.40000 379.20| 0.34000 322.32
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0161 808-06705 110.000 LFT | 3.15000 346.50| 1.10000 121.00| 1.09000 119.90
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0162 808-06706 96.000 LFT | 4.80000 460.80| 3.50000 336.00| 3.26000 312.96
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0163 808-75240 1092.000 LFT | 1.05000 1146.60| 0.30000 327.60| 0.34000 371.28
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0164 808-75245 5645.000 LFT | 0.50000 2822.50| 0.40000 2258.00| 0.34000 1919.30
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0165 808-75278 479.000 LFT | 1.90000 910.10| 1.70000 814.30| 1.63000 780.77
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0166 808-75297 333.000 LFT | 5.00000 1665.00| 3.60000 1198.80| 3.35000 1115.55
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0167 808-75300 1451.000 LFT | 1.85000 2684.35| 0.90000 1305.90| 0.81000 1175.31
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0168 808-75320 23.000 EACH | 58.00000 1334.00| 66.00000 1518.00| 62.00000 1426.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0169 808-75325 17.000 EACH | 79.00000 1343.00| 95.80000 1628.60| 90.00000 1530.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0170 808-75340 4.000 EACH | 367.00000 1468.00| 329.80000 1319.20| 310.00000 1240.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0171 808-75998 178.000 EACH | 27.00000 4806.00| 26.00000 4628.00| 24.41000 4344.98
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0172 808-92027 2236.000 LFT | 1.00000 2236.00| 0.70000 1565.20| 0.68000 1520.48
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0173 808-98796 90.000 LFT | 3.50000 315.00| 3.20000 288.00| 3.00000 270.00
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0174 802-09794 6.150 SFT | 27.50000 169.13| 28.00000 172.20| 26.00000 159.90
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -11
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1058916 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0175 715-05147 24.000 LFT | 58.00000 1392.00| 19.70000 472.80| 55.60000 1334.40
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
0176 808-75260 13.000 LFT | 23.00000 299.00| 1.70000 22.10| 1.63000 21.19
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
SECTION TOTALS | $ 2,676,957.38| $ 2,738,809.60| $ 2,987,081.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,676,957.38| $ 2,738,809.60| $ 2,987,081.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -12
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 50000.00000 50000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 201.04000 402.08| 1.00000 2.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 113.92000 3417.60| 1.00000 30.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 146000.00000 146000.00| 100000.00000 100000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 25297.00000 25297.00| 150000.00000 150000.00|
CLEARING RIGHT OF WAY | | |
0014 202-01261 2.000 EACH | 1200.00000 2400.00| 375.00000 750.00|
TESTING FOR ASBESTOS | | |
0015 202-01300 1.000 EACH | 1400.00000 1400.00| 2500.00000 2500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-02240 9210.000 SYS | 12.13000 111717.30| 3.00000 27630.00|
PAVEMENT REMOVAL | | |
0017 202-02279 3574.000 LFT | 3.37000 12044.38| 2.00000 7148.00|
CURB AND GUTTER, REMOVE | | |
0018 202-02928 10.000 EACH | 502.88000 5028.80| 170.00000 1700.00|
CATCH BASIN, REMOVE | | |
0019 202-03000 LUMP | 8400.00000 8400.00| 14800.00000 14800.00|
HOUSES AND BUILDINGS, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -13
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-03000 LUMP | 7500.00000 7500.00| 6400.00000 6400.00|
HOUSES AND BUILDINGS, REMOVE , DES | | |
0400632 | | |
0021 202-06580 100.000 CYS | 82.50000 8250.00| 159.00000 15900.00|
CONTAMINATED SOIL, REMOVE | | |
0022 202-52710 1565.000 SYS | 5.71000 8936.15| 3.00000 4695.00|
SIDEWALK, CONCRETE, REMOVE | | |
0023 202-91385 14.000 EACH | 367.75000 5148.50| 144.00000 2016.00|
INLET, REMOVE | | |
0024 202-93047 3.000 EACH | 433.55000 1300.65| 350.00000 1050.00|
MANHOLE, REMOVE | | |
0025 202-96133 976.000 LFT | 12.79000 12483.04| 10.00000 9760.00|
PIPE, REMOVE | | |
0026 203-02000 6196.000 CYS | 22.33000 138356.68| 30.00000 185880.00|
EXCAVATION, COMMON | | |
0027 205-03371 50.000 CYS | 18.48000 924.00| 30.00000 1500.00|
SEDIMENT, REMOVE | | |
0028 205-06931 65.000 TON | 129.48000 8416.20| 45.00000 2925.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06933 11.000 EACH | 85.00000 935.00| 85.00000 935.00|
TEMPORARY DITCH INLET PROTECTION | | |
0030 205-06937 2441.000 LFT | 1.95000 4759.95| 1.72000 4198.52|
TEMPORARY SILT FENCE | | |
0031 205-09543 100.000 TON | 33.27000 3327.00| 45.00000 4500.00|
NO 2 STONE | | |
0032 207-08266 205.000 SYS | 16.08000 3296.40| 9.00000 1845.00|
SUBGRADE TREATMENT, TYPE III | | |
0033 207-08267 3325.000 SYS | 12.17000 40465.25| 15.00000 49875.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 207-08268 19948.000 SYS | 18.56000 370234.88| 15.00000 299220.00|
SUBGRADE TREATMENT, TYPE IV | | |
0035 211-09264 2911.000 CYS | 21.14000 61538.54| 15.00000 43665.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0036 211-09266 102.000 CYS | 19.61000 2000.22| 28.80000 2937.60|
STRUCTURE BACKFILL, TYPE 3 | | |
0037 303-08210 1800.000 TON | 23.14000 41652.00| 15.00000 27000.00|
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0038 306-08034 6102.000 SYS | 2.28000 13912.56| 2.00000 12204.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0039 401-07321 1591.000 TON | 50.10000 79709.10| 66.00000 105006.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -14
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 401-07390 2220.000 TON | 42.30000 93906.00| 65.00000 144300.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0041 401-07407 6619.000 TON | 38.00000 251522.00| 57.00000 377283.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0042 401-07423 1000.000 TON | 42.20000 42200.00| 63.00000 63000.00|
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0043 401-07429 918.000 TON | 58.40000 53611.20| 65.00000 59670.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0044 402-07432 18.000 TON | 188.40000 3391.20| 135.00000 2430.00|
HMA SURFACE, TYPE A | | |
0045 402-07435 29.000 TON | 125.10000 3627.90| 100.00000 2900.00|
HMA INTERMEDIATE, TYPE A | | |
0046 402-07440 35.000 TON | 107.20000 3752.00| 90.00000 3150.00|
HMA BASE, TYPE A | | |
0047 406-05520 16.000 TON | 1.00000 16.00| 250.00000 4000.00|
ASPHALT FOR TACK COAT | | |
0048 603-01159 120.000 LFT | 21.00000 2520.00| 25.00000 3000.00|
FENCE, CHAIN LINK, 42 IN. | | |
0049 604-07897 21.000 SYS | 120.40000 2528.40| 100.00000 2100.00|
CURB RAMP, CONCRETE, C | | |
0050 604-07900 148.000 SYS | 127.50000 18870.00| 100.00000 14800.00|
CURB RAMP, CONCRETE, F | | |
0051 604-07901 26.000 SYS | 116.00000 3016.00| 100.00000 2600.00|
CURB RAMP, CONCRETE, G | | |
0052 604-07903 83.000 SYS | 67.50000 5602.50| 100.00000 8300.00|
CURB RAMP, CONCRETE, K | | |
0053 604-91531 2432.000 SYS | 38.09000 92634.88| 30.00000 72960.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0054 605-06090 103.000 LFT | 21.00000 2163.00| 24.00000 2472.00|
CURB, INTEGRAL, CONCRETE | | |
0055 605-06100 202.000 LFT | 22.00000 4444.00| 24.00000 4848.00|
CURB, INTEGRAL, C, CONCRETE | | |
0056 605-06150 5635.000 LFT | 18.25000 102838.75| 24.00000 135240.00|
CURB AND GUTTER, C, CONCRETE | | |
0057 605-06210 36.000 LFT | 78.50000 2826.00| 175.00000 6300.00|
CENTER CURB, C, CONCRETE | | |
0058 605-94811 14.000 EACH | 35.50000 497.00| 1200.00000 16800.00|
CURB TURNOUT | | |
0059 610-08446 852.000 SYS | 36.75000 31311.00| 47.00000 40044.00|
PCCP FOR APPROACHES, 6 IN. | | |
0060 610-09108 2437.000 SYS | 48.50000 118194.50| 56.00000 136472.00|
PCCP FOR APPROACHES, 9 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -15
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 615-06505 27.000 EACH | 687.00000 18549.00| 700.00000 18900.00|
MONUMENT, B | | |
0062 615-06510 2.000 EACH | 410.00000 820.00| 565.00000 1130.00|
MONUMENT, C | | |
0063 616-02320 260.000 SYS | 2.36000 613.60| 1.00000 260.00|
GEOTEXTILES | | |
0064 616-06405 9.500 TON | 102.74000 976.03| 50.00000 475.00|
RIPRAP, REVETMENT | | |
0065 616-06451 84.500 TON | 61.50000 5196.75| 50.00000 4225.00|
RIPRAP, UNIFORM | | |
0066 621-01004 4.000 EACH | 150.00000 600.00| 150.00000 600.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-06545 1.200 TON | 700.00000 840.00| 700.00000 840.00|
FERTILIZER | | |
0068 621-06554 172.000 LBS | 14.14000 2432.08| 14.14000 2432.08|
SEED MIXTURE, U | | |
0069 621-06557 102.000 LBS | 10.30000 1050.60| 10.30000 1050.60|
SEED MIXTURE, T | | |
0070 621-06565 5.000 TON | 300.00000 1500.00| 300.00000 1500.00|
MULCHING MATERIAL | | |
0071 621-06567 30.100 kGAL | 1.00000 30.10| 1.00000 30.10|
WATER | | |
0072 621-06574 914.000 SYS | 3.54000 3235.56| 4.68000 4277.52|
SODDING | | |
0073 621-06575 6155.000 SYS | 3.54000 21788.70| 4.68000 28805.40|
SODDING, NURSERY | | |
0074 628-09402 18.000 MOS | 2205.00000 39690.00| 1689.66000 30413.88|
FIELD OFFICE, B | | |
0075 628-09407 18.000 MOS | 89.35000 1608.30| 202.76000 3649.68|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0076 706-92237 130.000 LFT | 225.87000 29363.10| 202.00000 26260.00|
HANDRAIL, STEEL | | |
0077 715-05024 1401.000 LFT | 84.89000 118930.89| 56.00000 78456.00|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0078 715-05048 3013.000 LFT | 11.99000 36125.87| 14.80000 44592.40|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0079 715-05053 203.000 LFT | 13.99000 2839.97| 12.00000 2436.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0080 715-05149 1629.000 LFT | 37.93000 61787.97| 22.00000 35838.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -16
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 715-05151 333.000 LFT | 43.65000 14535.45| 24.00000 7992.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0082 715-05152 93.000 LFT | 47.08000 4378.44| 29.00000 2697.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0083 715-05153 51.000 LFT | 54.93000 2801.43| 33.00000 1683.00|
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0084 715-05154 227.000 LFT | 55.55000 12609.85| 36.00000 8172.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0085 715-05169 52.000 LFT | 38.83000 2019.16| 29.00000 1508.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0086 715-05422 20.000 LFT | 337.86000 6757.20| 80.00000 1600.00|
PIPE, SLOTTED DRAIN, 12 IN. | | |
0087 715-05428 40.000 LFT | 187.46000 7498.40| 110.00000 4400.00|
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0088 715-09064 3758.000 LFT | 1.65000 6200.70| 1.00000 3758.00|
VIDEO INSPECTION FOR PIPE | | |
0089 715-46000 2.000 EACH | 560.67000 1121.34| 275.00000 550.00|
PIPE END SECTION, 12 IN. | | |
0090 715-46005 4.000 EACH | 446.90000 1787.60| 320.00000 1280.00|
PIPE END SECTION, 15 IN. | | |
0091 716-07635 150.000 LFT | 1194.96000 179244.00| 1050.00000 157500.00|
PIPE INSTALLATION, TRENCHLESS, 36 IN. | | |
0092 718-06529 5.000 EACH | 866.24000 4331.20| 400.00000 2000.00|
OUTLET PROTECTOR, 2 | | |
0093 718-06532 2883.000 LFT | 1.10000 3171.30| 1.00000 2883.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0094 718-52610 229.400 CYS | 20.93000 4801.34| 56.00000 12846.40|
AGGREGATE FOR UNDERDRAINS | | |
0095 718-99153 2803.000 SYS | 0.98000 2746.94| 0.40000 1121.20|
GEOTEXTILES FOR UNDERDRAIN | | |
0096 720-08559 1.000 EACH | 27086.27000 27086.27| 40000.00000 40000.00|
BEST MANAGEMENT PRACITICES | | |
0097 720-08628 2.000 EACH | 1655.36000 3310.72| 1760.00000 3520.00|
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0098 720-09592 4.000 EACH | 2595.76000 10383.04| 1750.00000 7000.00|
CATCH BASIN, R13 | | |
0099 720-44000 15.000 EACH | 359.50000 5392.50| 350.00000 5250.00|
CASTING, ADJUST TO GRADE | | |
0100 720-44025 1.000 EACH | 683.65000 683.65| 500.00000 500.00|
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0101 720-45030 5.000 EACH | 1809.11000 9045.55| 1100.00000 5500.00|
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -17
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 720-45035 2.000 EACH | 1804.73000 3609.46| 1100.00000 2200.00|
INLET, F7 | | |
0103 720-45075 3.000 EACH | 2320.20000 6960.60| 1550.00000 4650.00|
INLET, R13 | | |
0104 720-45235 1.000 EACH | 1539.68000 1539.68| 975.00000 975.00|
CATCH BASIN, E7 | | |
0105 720-45410 9.000 EACH | 2125.38000 19128.42| 1750.00000 15750.00|
MANHOLE, C4 | | |
0106 720-91352 1.000 EACH | 1378.55000 1378.55| 1200.00000 1200.00|
CATCH BASIN, F7 | | |
0107 720-91973 12.000 EACH | 2469.25000 29631.00| 4800.00000 57600.00|
MANHOLE, H4 | | |
0108 720-98174 8.000 EACH | 2701.95000 21615.60| 1950.00000 15600.00|
INLET, B15 | | |
0109 720-98555 3.000 EACH | 2297.47000 6892.41| 1950.00000 5850.00|
INLET, C15 | | |
0110 720-99416 23.000 EACH | 2373.47000 54589.81| 1950.00000 44850.00|
CATCH BASIN, B15 | | |
0111 720-99417 7.000 EACH | 2323.36000 16263.52| 2100.00000 14700.00|
CATCH BASIN, C15 | | |
0112 732-08420 52.000 SYS | 268.05000 13938.60| 88.57000 4605.64|
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
0113 732-08421 52.000 SYS | 165.00000 8580.00| 245.34000 12757.68|
MODULAR BLOCK WALL ERECTION | | |
0114 801-03290 3.000 EACH | 190.00000 570.00| 190.00000 570.00|
CONSTRUCTION SIGN, C | | |
0115 801-03291 2.000 EACH | 87.00000 174.00| 175.00000 350.00|
CONSTRUCTION SIGN, D | | |
0116 801-04308 11.000 EACH | 460.00000 5060.00| 340.00000 3740.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0117 801-06625 43.000 EACH | 110.00000 4730.00| 69.00000 2967.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 11.000 EACH | 160.00000 1760.00| 159.00000 1749.00|
CONSTRUCTION SIGN, A | | |
0119 801-06645 1.000 EACH | 65.00000 65.00| 50.00000 50.00|
CONSTRUCTION SIGN, B | | |
0120 801-06775 LUMP | 44956.57000 44956.57| 10000.00000 10000.00|
MAINTAINING TRAFFIC | | |
0121 801-07118 252.000 LFT | 12.00000 3024.00| 17.00000 4284.00|
BARRICADE, III-A | | |
0122 801-07119 96.000 LFT | 14.00000 1344.00| 17.00000 1632.00|
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -18
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 802-05701 436.500 LFT | 11.85000 5172.53| 9.00000 3928.50|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0124 802-07125 17.350 SFT | 24.00000 416.40| 17.00000 294.95|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0126 802-76025 264.000 SFT | 12.00000 3168.00| 11.00000 2904.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0127 802-76045 144.000 SFT | 14.00000 2016.00| 13.00000 1872.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0128 804-06770 5.000 EACH | 44.00000 220.00| 31.00000 155.00|
DELINEATOR POST | | |
0129 805-01815 4.000 EACH | 2140.00000 8560.00| 2100.00000 8400.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0130 805-01842 4.000 EACH | 642.00000 2568.00| 510.00000 2040.00|
HANDHOLE, SIGNAL | | |
0131 805-02087 LUMP | 200.00000 200.00| 800.00000 800.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0132 805-02152 8.000 EACH | 700.00000 5600.00| 600.00000 4800.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0133 805-02373 950.000 LFT | 2.75000 2612.50| 4.00000 3800.00|
INTERCONNECT CABLE, FIBER OPTIC | | |
0134 805-06592 608.000 LFT | 11.52000 7004.16| 12.00000 7296.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0135 805-09540 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00|
LOOP DETECTOR RACK | | |
0136 805-78109 1.000 EACH | 13540.00000 13540.00| 14000.00000 14000.00|
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0137 805-78215 4.000 EACH | 940.00000 3760.00| 807.00000 3228.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0138 805-78230 4.000 EACH | 1272.00000 5088.00| 1100.00000 4400.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0139 805-78370 8.000 EACH | 120.00000 960.00| 65.00000 520.00|
PEDESTRIAN PUSH BUTTON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -19
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 805-78415 4.000 EACH | 1390.00000 5560.00| 1200.00000 4800.00|
SPAN, CATENARY, AND TETHER | | |
0141 805-78420 4.000 EACH | 352.00000 1408.00| 211.00000 844.00|
DISCONNECT HANGER | | |
0142 805-78445 1.000 EACH | 479.00000 479.00| 1000.00000 1000.00|
SIGNAL SERVICE | | |
0143 805-78467 49.000 LFT | 3.00000 147.00| 2.00000 98.00|
SIGNAL CABLE, 3C 8GA. | | |
0144 805-78470 3215.000 LFT | 0.34000 1093.10| 2.00000 6430.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0145 805-78480 1546.000 LFT | 0.84000 1298.64| 0.31000 479.26|
SIGNAL CABLE, 3C 14GA. | | |
0146 805-78485 1722.000 LFT | 1.22000 2100.84| 0.47000 809.34|
SIGNAL CABLE, 5C 14GA. | | |
0147 805-78490 555.000 LFT | 1.40000 777.00| 0.65000 360.75|
SIGNAL CABLE, 7C 14GA. | | |
0148 805-78495 196.000 LFT | 2.00000 392.00| 0.85000 166.60|
SIGNAL CABLE, 9C 14GA. | | |
0149 805-78510 2248.000 LFT | 0.65000 1461.20| 0.19000 427.12|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0150 805-78785 7.000 EACH | 465.00000 3255.00| 510.00000 3570.00|
SIGNAL DETECTOR HOUSING | | |
0151 805-78795 1024.000 LFT | 9.00000 9216.00| 7.90000 8089.60|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0152 805-78925 1.000 EACH | 721.00000 721.00| 750.00000 750.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0153 805-81032 4.000 EACH | 4080.00000 16320.00| 3100.00000 12400.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0154 805-90187 780.000 LFT | 18.00000 14040.00| 16.00000 12480.00|
CONDUIT, STEEL, GALVANIZED, 4 IN. | | |
0155 805-92504 7.000 EACH | 500.00000 3500.00| 540.00000 3780.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0156 805-95568 6028.000 LFT | 7.24000 43642.72| 7.00000 42196.00|
CONDUIT, PVC, 4 IN. | | |
0157 807-02191 19.000 EACH | 642.00000 12198.00| 488.00000 9272.00|
HANDHOLE, LIGHTING | | |
0158 808-01045 208.000 LFT | 1.60000 332.80| 5.00000 1040.00|
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0159 808-06701 220.000 LFT | 0.34000 74.80| 0.32000 70.40|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -20
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0160 808-06703 948.000 LFT | 0.34000 322.32| 0.32000 303.36|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0161 808-06705 110.000 LFT | 1.09000 119.90| 1.00000 110.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0162 808-06706 96.000 LFT | 3.26000 312.96| 4.50000 432.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0163 808-75240 1092.000 LFT | 0.34000 371.28| 0.32000 349.44|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0164 808-75245 5645.000 LFT | 0.34000 1919.30| 0.32000 1806.40|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0165 808-75278 479.000 LFT | 1.63000 780.77| 2.50000 1197.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0166 808-75297 333.000 LFT | 3.35000 1115.55| 4.50000 1498.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0167 808-75300 1451.000 LFT | 0.81000 1175.31| 1.00000 1451.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0168 808-75320 23.000 EACH | 62.00000 1426.00| 70.00000 1610.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0169 808-75325 17.000 EACH | 90.00000 1530.00| 90.00000 1530.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0170 808-75340 4.000 EACH | 310.00000 1240.00| 350.00000 1400.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0171 808-75998 178.000 EACH | 24.41000 4344.98| 19.00000 3382.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0172 808-92027 2236.000 LFT | 0.68000 1520.48| 1.00000 2236.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0173 808-98796 90.000 LFT | 3.00000 270.00| 5.00000 450.00|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0174 802-09794 6.150 SFT | 26.00000 159.90| 15.83000 97.35|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 200 -21
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29578-A COUNTIES : LAPORTE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1068009 |( 5 ) 35-1120685 |( )
|DYER CONSTRUCTION CO |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0175 715-05147 24.000 LFT | 46.53000 1116.72| 60.00000 1440.00|
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
0176 808-75260 13.000 LFT | 1.63000 21.19| 2.75000 35.75|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
SECTION TOTALS | $ 3,085,278.78| $ 3,190,792.52| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,085,278.78| $ 3,190,792.52| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -29584-A COUNTIES : DEKALB
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ENHANCEMENT HISTORICAL SITE PRESERVATION COMPLETION DATE : 05/23/10
LOCATION : AT WATERLOO TRAIN DEPOT 215 EAST VAN VLEEK STREET PROJECT(S) : 0500804
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1657131 MICHIANA CONTRACTING INC $ 444,418.00 100.0000%
2 35-2094565 3D COMPANY INC $ 552,812.93 124.3903%
35-1841857 CRI CONSTRUCTION INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 210 -2
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29584-A COUNTIES : DEKALB
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 35-2094565 |( )
|MICHIANA CONTRACTING INC |3D COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT HISTORICAL SITE PRESERVATION
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 202-06541 2.000 EACH | 230.00000 460.00| 599.15000 1198.30|
REMOVE , EXISTING WOOD FRAMED STEPS | | |
0005 202-52710 86.000 SYS | 35.00000 3010.00| 21.16000 1819.76|
SIDEWALK, CONCRETE, REMOVE | | |
0006 203-02000 35.000 CYS | 138.00000 4830.00| 99.76000 3491.60|
EXCAVATION, COMMON | | |
0007 210-06276 LUMP | 1100.00000 1100.00| 500.00000 500.00|
FURNITURE , DISPLAY CASES | | |
0008 210-07170 LUMP | 1350.00000 1350.00| 4830.00000 4830.00|
SITE IMPROVEMENTS | | |
0009 216-06397 78.000 SYS | 8.00000 624.00| 9.67000 754.26|
WIRE MESH , WELDED WIRE FABRIC | | |
REINFORCING | | |
0010 604-91531 162.000 SYS | 61.50000 9963.00| 65.76000 10653.12|
SIDEWALK, CONCRETE, 4 IN. | | |
0011 616-06451 1.000 TON | 270.00000 270.00| 78.20000 78.20|
RIPRAP, UNIFORM | | |
0012 621-01004 1.000 EACH | 579.00000 579.00| 712.50000 712.50|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0013 621-01743 4.000 LBS | 105.00000 420.00| 111.25000 445.00|
SEED MIXTURE, GRASS, 2 | | |
0014 621-06545 0.020 TON | 10700.00000 214.00| 11125.00000 222.50|
FERTILIZER | | |
0015 621-06565 0.060 TON | 3600.00000 216.00| 3812.50000 228.75|
MULCHING MATERIAL | | |
0016 622-05653 3.000 EACH | 240.00000 720.00| 250.00000 750.00|
PLANT, GROUND COVER , DECIDUOUS SHRUB, | | |
3 GALLON, BUMALD SPIR | | |
0017 622-05653 28.000 EACH | 68.00000 1904.00| 70.63000 1977.64|
PLANT, GROUND COVER , ELIJAH BLUE FESCU | | |
0018 622-05653 33.000 EACH | 94.00000 3102.00| 93.60000 3088.80|
PLANT, GROUND COVER , EULALIA GRASS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 210 -3
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29584-A COUNTIES : DEKALB
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 35-2094565 |( )
|MICHIANA CONTRACTING INC |3D COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 628-09402 10.000 MOS | 1340.00000 13400.00| 3611.00000 36110.00|
FIELD OFFICE, B | | |
0020 711-03973 LUMP | 140700.00000 140700.00| 173678.76000 173678.76|
BUILDING ARCHITECTURAL , EXTERIOR | | |
IMPROVEMENTS | | |
0021 711-03973 LUMP | 10800.00000 10800.00| 36379.60000 36379.60|
BUILDING ARCHITECTURAL , INTERIOR | | |
DEMOLITION | | |
0022 711-03973 LUMP | 144400.00000 144400.00| 166265.36000 166265.36|
BUILDING ARCHITECTURAL , INTERIOR | | |
RENOVATIONS | | |
0023 711-98751 LUMP | 59500.00000 59500.00| 53912.00000 53912.00|
BUILDING, MECHANICAL | | |
0024 718-52610 60.000 CYS | 54.00000 3240.00| 49.96000 2997.60|
AGGREGATE FOR UNDERDRAINS OR FRENCH | | |
DRAINS | | |
0025 732-04994 1.000 EACH | 720.00000 720.00| 2624.30000 2624.30|
METER , WATER, INSTALL | | |
0026 807-03694 LUMP | 39800.00000 39800.00| 45162.00000 45162.00|
BUILDING ELECTRICAL | | |
0027 715-05203 197.000 LFT | 8.00000 1576.00| 10.40000 2048.80|
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0028 715-05203 220.000 LFT | 5.75000 1265.00| 10.94000 2406.80|
PIPE, TYPE 4, CIRCULAR, 4 IN. , SOCKED | | |
WITH GEOTEXTILE | | |
0029 715-04612 4.000 LFT | 63.00000 252.00| 118.57000 474.28|
PIPE , UNDERDRAIN, 4 IN. OUTLET | | |
SECTION TOTALS | $ 444,418.00| $ 552,812.93| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 444,418.00| $ 552,812.93| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 250 -1
VENDOR RANKING
CALL ORDER : 250 CONTRACT ID : R -31897-A COUNTIES : DEARBORN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS COMPLETION DATE : 06/04/10
LOCATION : ALONG SR 1 NEAR JUNCTION OF GEORGETOWN ROAD PROJECT(S) : 0810291
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 43,439.75 100.0000%
2 31-1485331 O`ROURKE WRECKING COMPANY $ 47,941.98 110.3643%
3 35-1874009 HAUER EXCAVATING $ 54,835.00 126.2323%
4 35-1357381 DAVE OMARA CONTRACTOR INC $ 76,710.00 176.5894%
5 35-1549010 MCALISTER EXCAVATING CO INC $ 105,049.64 241.8284%
6 35-1636776 LINKEL COMPANY $ 179,505.00 413.2275%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 250 -2
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31897-A COUNTIES : DEARBORN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2103617 |( 2 ) 31-1485331 |( 3 ) 35-1874009
|BRYAN`S HAULING & EXCAVATING |O`ROURKE WRECKING COMPANY |HAUER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-08520 1.000 EACH | 50.00000 50.00| 200.00000 200.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 50.00000 200.00| 100.00000 400.00| 1.00000 4.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 4300.00000 4300.00| 500.00000 500.00| 1000.00000 1000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 202-02240 260.000 SYS | 1.00000 260.00| 4.50000 1170.00| 1.00000 260.00
PAVEMENT REMOVAL | | |
0010 202-03000 LUMP | 15500.00000 15500.00| 11451.00000 11451.00| 23350.00000 23350.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 32 | | |
0011 202-03000 LUMP | 17000.00000 17000.00| 13317.00000 13317.00| 23000.00000 23000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 33 | | |
0012 202-03135 2000.000 SFT | 0.25000 500.00| 1.70000 3400.00| 0.20000 400.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0013 202-09443 25.000 CYS | 0.01000 0.25| 40.00000 1000.00| 0.20000 5.00
REGULATED MATERIALS, DISPOSE, A | | |
0014 202-09444 25.000 CYS | 0.01000 0.25| 40.00000 1000.00| 0.20000 5.00
REGULATED MATERIALS, TRANSPORT, A | | |
0015 202-09445 25.000 CYS | 0.01000 0.25| 40.00000 1000.00| 0.20000 5.00
REGULATED MATERIALS, REMOVE, A | | |
0016 205-04948 LUMP | 100.00000 100.00| 500.00000 500.00| 100.00000 100.00
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0017 205-06932 6.000 LFT | 10.00000 60.00| 33.33000 199.98| 25.00000 150.00
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 250 -3
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31897-A COUNTIES : DEARBORN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2103617 |( 2 ) 31-1485331 |( 3 ) 35-1874009
|BRYAN`S HAULING & EXCAVATING |O`ROURKE WRECKING COMPANY |HAUER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06933 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 200.00000 200.00
TEMPORARY DITCH INLET PROTECTION | | |
0019 205-06937 1000.000 LFT | 0.50000 500.00| 1.50000 1500.00| 0.45000 450.00
TEMPORARY SILT FENCE | | |
0020 621-06559 5500.000 SYS | 0.10000 550.00| 0.45000 2475.00| 0.80000 4400.00
MULCHED SEEDING, R | | |
0021 628-09402 4.000 MOS | 550.00000 2200.00| 1250.00000 5000.00| 100.00000 400.00
FIELD OFFICE, B | | |
0022 801-03290 2.000 EACH | 282.00000 564.00| 660.00000 1320.00| 350.00000 700.00
CONSTRUCTION SIGN, C | | |
0023 801-06640 6.000 EACH | 200.00000 1200.00| 384.00000 2304.00| 50.00000 300.00
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 100.00000 100.00| 1000.00000 1000.00| 100.00000 100.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 43,439.75| $ 47,941.98| $ 54,835.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 43,439.75| $ 47,941.98| $ 54,835.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 250 -4
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31897-A COUNTIES : DEARBORN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1549010 |( 6 ) 35-1636776
|DAVE OMARA CONTRACTOR INC |MCALISTER EXCAVATING CO INC |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-08520 1.000 EACH | 115.00000 115.00| 125.00000 125.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 115.00000 460.00| 100.00000 400.00| 200.00000 800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 3750.00000 3750.00| 20000.00000 20000.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 202-02240 260.000 SYS | 32.00000 8320.00| 13.00000 3380.00| 20.00000 5200.00
PAVEMENT REMOVAL | | |
0010 202-03000 LUMP | 6750.00000 6750.00| 22200.00000 22200.00| 40000.00000 40000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 32 | | |
0011 202-03000 LUMP | 28500.00000 28500.00| 29200.00000 29200.00| 50000.00000 50000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 33 | | |
0012 202-03135 2000.000 SFT | 1.35000 2700.00| 3.00000 6000.00| 10.00000 20000.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0013 202-09443 25.000 CYS | 70.00000 1750.00| 25.00000 625.00| 100.00000 2500.00
REGULATED MATERIALS, DISPOSE, A | | |
0014 202-09444 25.000 CYS | 70.00000 1750.00| 25.00000 625.00| 100.00000 2500.00
REGULATED MATERIALS, TRANSPORT, A | | |
0015 202-09445 25.000 CYS | 70.00000 1750.00| 25.00000 625.00| 100.00000 2500.00
REGULATED MATERIALS, REMOVE, A | | |
0016 205-04948 LUMP | 3250.00000 3250.00| 2000.00000 2000.00| 2500.00000 2500.00
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0017 205-06932 6.000 LFT | 15.00000 90.00| 13.44000 80.64| 100.00000 600.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06933 1.000 EACH | 150.00000 150.00| 145.00000 145.00| 500.00000 500.00
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 250 -5
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -31897-A COUNTIES : DEARBORN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1549010 |( 6 ) 35-1636776
|DAVE OMARA CONTRACTOR INC |MCALISTER EXCAVATING CO INC |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 1000.000 LFT | 1.70000 1700.00| 1.68000 1680.00| 2.00000 2000.00
TEMPORARY SILT FENCE | | |
0020 621-06559 5500.000 SYS | 0.40000 2200.00| 0.43000 2365.00| 2.00000 11000.00
MULCHED SEEDING, R | | |
0021 628-09402 4.000 MOS | 1850.00000 7400.00| 1000.00000 4000.00| 1500.00000 6000.00
FIELD OFFICE, B | | |
0022 801-03290 2.000 EACH | 240.00000 480.00| 260.00000 520.00| 400.00000 800.00
CONSTRUCTION SIGN, C | | |
0023 801-06640 6.000 EACH | 170.00000 1020.00| 179.00000 1074.00| 400.00000 2400.00
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 4570.00000 4570.00| 10000.00000 10000.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 76,710.00| $ 105,049.64| $ 179,505.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 76,710.00| $ 105,049.64| $ 179,505.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/30/10
LOCATION : ON SR 57 AT CR 500N, 5.54 MILES NORTH OF OLD US 50 PROJECT(S) : 0314024
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 707,159.25 100.0000%
2 35-1801998 CLR INC $ 711,086.70 100.5554%
3 35-1878024 RAGLE INC $ 732,499.42 103.5834%
4 35-1357381 DAVE OMARA CONTRACTOR INC $ 743,534.10 105.1438%
5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 796,164.00 112.5862%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 899,972.42 127.2659%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -2
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1801998 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |CLR 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 105-06845 LUMP | 9000.00000 9000.00| 7000.00000 7000.00| 12500.00000 12500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 35000.00000 35000.00| 35635.00000 35635.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 14000.00000 14000.00| 14000.00000 14000.00| 14000.00000 14000.00
CLEARING RIGHT OF WAY | | |
0009 202-02241 427.000 LFT | 4.00000 1708.00| 3.90000 1665.30| 3.50000 1494.50
GUARDRAIL, REMOVE | | |
0010 202-04089 7.000 EACH | 11.00000 77.00| 38.00000 266.00| 85.00000 595.00
SIGN, SHEET, REMOVE | | |
0011 202-51330 LUMP | 5500.00000 5500.00| 8000.00000 8000.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE | | |
0012 202-96133 87.000 LFT | 2.50000 217.50| 22.50000 1957.50| 6.50000 565.50
PIPE, REMOVE | | |
0013 203-02000 757.000 CYS | 12.00000 9084.00| 21.90000 16578.30| 30.00000 22710.00
EXCAVATION, COMMON | | |
0014 203-51223 112.000 CYS | 6.75000 756.00| 17.50000 1960.00| 18.00000 2016.00
EXCAVATION, WATERWAY | | |
0015 205-03371 19.000 CYS | 9.00000 171.00| 40.00000 760.00| 5.00000 95.00
SEDIMENT, REMOVE | | |
0016 205-06932 36.000 LFT | 17.50000 630.00| 20.00000 720.00| 12.00000 432.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 130.00000 130.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 37.000 TON | 35.00000 1295.00| 33.50000 1239.50| 30.00000 1110.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 4654.000 LFT | 2.00000 9308.00| 1.05000 4886.70| 1.80000 8377.20
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -3
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1801998 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |CLR INC |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-09543 100.000 TON | 19.00000 1900.00| 26.00000 2600.00| 22.00000 2200.00
NO 2 STONE | | |
0021 206-93520 300.000 SFT | 36.50000 10950.00| 6.75000 2025.00| 15.00000 4500.00
TEMPORARY SHEET PILING | | |
0022 207-08263 1458.000 SYS | 16.50000 24057.00| 14.00000 20412.00| 18.50000 26973.00
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 4237.000 SYS | 7.00000 29659.00| 7.30000 30930.10| 8.00000 33896.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-02050 300.000 CYS | 22.25000 6675.00| 28.50000 8550.00| 22.00000 6600.00
B BORROW | | |
0025 211-09264 25.000 CYS | 30.00000 750.00| 30.00000 750.00| 18.00000 450.00
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09268 275.000 CYS | 96.00000 26400.00| 58.00000 15950.00| 110.00000 30250.00
STRUCTURE BACKFILL, TYPE 5 | | |
0027 213-09269 120.000 CYS | 96.00000 11520.00| 56.00000 6720.00| 110.00000 13200.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0028 301-07448 1721.000 TON | 20.00000 34420.00| 23.90000 41131.90| 18.00000 30978.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 303-01180 307.000 TON | 20.50000 6293.50| 27.00000 8289.00| 20.00000 6140.00
COMPACTED AGGREGATE, NO. 53 | | |
0030 306-08034 413.000 SYS | 3.75000 1548.75| 3.95000 1631.35| 3.00000 1239.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0031 306-08042 899.000 SYS | 3.25000 2921.75| 5.00000 4495.00| 3.00000 2697.00
MILLING, SCARIFICATION/PROFILE | | |
0032 306-08043 240.000 SYS | 3.25000 780.00| 5.00000 1200.00| 6.00000 1440.00
MILLING, TRANSITION | | |
0033 402-07432 312.000 TON | 70.00000 21840.00| 79.00000 24648.00| 71.00000 22152.00
HMA SURFACE, TYPE A | | |
0034 402-07434 188.000 TON | 70.00000 13160.00| 91.00000 17108.00| 81.00000 15228.00
HMA SURFACE, TYPE C | | |
0035 402-07435 520.000 TON | 63.00000 32760.00| 55.00000 28600.00| 55.00000 28600.00
HMA INTERMEDIATE, TYPE A | | |
0036 402-07439 209.000 TON | 63.00000 13167.00| 85.00000 17765.00| 58.00000 12122.00
HMA INTERMEDIATE, TYPE C | | |
0037 402-07442 265.000 TON | 58.00000 15370.00| 99.50000 26367.50| 59.00000 15635.00
HMA BASE, TYPE C | | |
0038 406-05520 3.000 TON | 850.00000 2550.00| 450.00000 1350.00| 400.00000 1200.00
ASPHALT FOR TACK COAT | | |
0039 601-01270 100.000 LFT | 17.00000 1700.00| 18.75000 1875.00| 16.80000 1680.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | |
FOR TEMPORARY PIPE AND APPROACHES | | |
0040 601-06854 2.000 EACH | 3250.00000 6500.00| 3365.00000 6730.00| 2995.00000 5990.00
GUARDRAIL, W-BEAM, NESTED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -4
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1801998 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |CLR INC |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 601-07661 1.000 EACH | 3000.00000 3000.00| 3150.00000 3150.00| 2820.00000 2820.00
GUARDRAIL END TREATMENT, OS, TEMPORARY | | |
BRIDGE APPROACH | | |
0042 601-94689 3.000 EACH | 3750.00000 11250.00| 2915.00000 8745.00| 2595.00000 7785.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-99105 162.500 LFT | 40.00000 6500.00| 43.50000 7068.75| 38.80000 6305.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0044 610-07486 101.000 TON | 87.00000 8787.00| 100.00000 10100.00| 92.00000 9292.00
HMA FOR APPROACHES, TYPE A | | |
0045 610-07487 104.000 TON | 87.00000 9048.00| 100.00000 10400.00| 92.00000 9568.00
HMA FOR APPROACHES, TYPE B | | |
0046 615-06490 19.000 EACH | 120.00000 2280.00| 65.00000 1235.00| 115.00000 2185.00
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 600.00000 1200.00| 335.00000 670.00| 595.00000 1190.00
MONUMENT, B | | |
0048 615-06527 1.000 EACH | 550.00000 550.00| 280.00000 280.00| 495.00000 495.00
MONUMENT, SECTION CORNER | | |
0049 615-06530 1.000 EACH | 1000.00000 1000.00| 500.00000 500.00| 895.00000 895.00
BENCH MARK POST | | |
0050 616-02320 890.000 SYS | 2.00000 1780.00| 4.00000 3560.00| 1.80000 1602.00
GEOTEXTILES | | |
0051 616-06405 326.000 TON | 28.00000 9128.00| 27.00000 8802.00| 26.00000 8476.00
RIPRAP, REVETMENT | | |
0052 616-06451 456.000 TON | 26.00000 11856.00| 25.00000 11400.00| 26.00000 11856.00
RIPRAP, UNIFORM | | |
0053 621-01004 2.000 EACH | 600.00000 1200.00| 617.00000 1234.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-02318 10.000 LBS | 35.00000 350.00| 37.00000 370.00| 33.10000 331.00
SEED MIXTURE, PRAIRIE GRASS | | |
0056 621-02770 400.000 SYS | 1.25000 500.00| 1.35000 540.00| 1.20000 480.00
EROSION CONTROL BLANKET | | |
0057 621-06545 0.200 TON | 500.00000 100.00| 1250.00000 250.00| 450.00000 90.00
FERTILIZER | | |
0058 621-06559 749.000 SYS | 1.50000 1123.50| 1.90000 1423.10| 1.30000 973.70
MULCHED SEEDING, R | | |
0059 621-06567 14.000 kGAL | 5.50000 77.00| 5.00000 70.00| 5.00000 70.00
WATER | | |
0060 621-06574 78.000 SYS | 10.00000 780.00| 10.00000 780.00| 11.50000 897.00
SODDING | | |
0061 622-52436 6.000 EACH | 36.00000 216.00| 38.00000 228.00| 34.00000 204.00
SIGN, DO NOT MOW OR SPRAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -5
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1801998 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |CLR INC |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 628-09402 6.000 MOS | 1500.00000 9000.00| 2940.00000 17640.00| 1750.00000 10500.00
FIELD OFFICE, B | | |
0063 713-51334 LUMP | 80000.00000 80000.00| 62000.00000 62000.00| 110000.00000 110000.00
TEMPORARY PIPE AND APPROACHES | | |
0064 715-04509 51.000 LFT | 35.00000 1785.00| 38.00000 1938.00| 20.00000 1020.00
TEMPORARY PIPE | | |
0065 715-05121 83.000 LFT | 34.00000 2822.00| 37.00000 3071.00| 28.00000 2324.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0066 715-46010 1.000 EACH | 600.00000 600.00| 500.00000 500.00| 500.00000 500.00
PIPE END SECTION, 18 IN. | | |
0067 720-45065 1.000 EACH | 3800.00000 3800.00| 2625.00000 2625.00| 3500.00000 3500.00
INLET, N12 | | |
0068 723-06660 34.200 SYS | 500.00000 17100.00| 860.00000 29412.00| 575.00000 19665.00
WINGWALL | | |
0069 723-08052 75.000 LFT | 1500.00000 112500.00| 1575.00000 118125.00| 1300.00000 97500.00
STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | |
X 96 IN. | | |
0071 801-03290 4.000 EACH | 350.00000 1400.00| 365.00000 1460.00| 325.00000 1300.00
CONSTRUCTION SIGN, C | | |
0072 801-04308 4.000 EACH | 325.00000 1300.00| 330.00000 1320.00| 295.00000 1180.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0073 801-06202 11.500 LFT | 30.00000 345.00| 56.00000 644.00| 25.00000 287.50
TEMPORARY PANEL SIGN SUPPORTS | | |
0074 801-06203 2375.000 LFT | 0.30000 712.50| 0.45000 1068.75| 0.28000 665.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0075 801-06207 3650.000 LFT | 1.10000 4015.00| 0.85000 3102.50| 1.00000 3650.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0076 801-06218 28.000 LFT | 5.50000 154.00| 5.50000 154.00| 5.00000 140.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0077 801-06640 40.000 EACH | 150.00000 6000.00| 145.00000 5800.00| 135.00000 5400.00
CONSTRUCTION SIGN, A | | |
0078 801-06645 14.000 EACH | 55.00000 770.00| 56.00000 784.00| 50.00000 700.00
CONSTRUCTION SIGN, B | | |
0079 801-06775 LUMP | 27000.00000 27000.00| 9865.00000 9865.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0080 801-07023 1.000 EACH | 3000.00000 3000.00| 4100.00000 4100.00| 2800.00000 2800.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0081 801-07118 168.000 LFT | 22.00000 3696.00| 23.40000 3931.20| 20.85000 3502.80
BARRICADE, III-A | | |
0082 802-05704 62.000 LFT | 12.00000 744.00| 12.00000 744.00| 10.76000 667.12
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -6
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1801998 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |CLR INC |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 802-07060 7.000 EACH | 200.00000 1400.00| 200.00000 1400.00| 185.00000 1295.00
SIGN, SHEET, RELOCATE | | |
0084 802-76025 7.000 SFT | 19.00000 133.00| 19.00000 133.00| 17.00000 119.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0085 808-06703 3500.000 LFT | 0.45000 1575.00| 0.45000 1575.00| 0.42000 1470.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0086 808-06716 660.000 LFT | 0.90000 594.00| 0.90000 594.00| 0.80000 528.00
LINE, REMOVE | | |
0087 808-75240 100.000 LFT | 0.45000 45.00| 0.61000 61.00| 0.42000 42.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0088 808-75245 1880.000 LFT | 0.45000 846.00| 0.45000 846.00| 0.42000 789.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0089 808-75996 40.000 EACH | 22.00000 880.00| 20.00000 800.00| 8.00000 320.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0090 808-75998 40.000 EACH | 42.00000 1680.00| 41.00000 1640.00| 55.00000 2200.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0091 205-06934 0.700 TON | 450.00000 315.00| 650.00000 455.00| 420.00000 294.00
TEMPORARY MULCHING | | |
0092 621-06557 55.000 LBS | 2.25000 123.75| 3.25000 178.75| 2.10000 115.50
SEED MIXTURE, T | | |
0093 621-06565 0.500 TON | 450.00000 225.00| 625.00000 312.50| 420.00000 210.00
MULCHING MATERIAL | | |
SECTION TOTALS | $ 707,159.25| $ 711,086.70| $ 732,499.42
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 707,159.25| $ 711,086.70| $ 732,499.42
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -7
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1009310 |( 6 ) 35-1618530
|DAVE OMARA CONTRACTOR INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 10000.00000 10000.00| 11500.00000 11500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 30000.00000 30000.00| 39476.60000 39476.60| 44998.62000 44998.62
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 8000.00000 8000.00| 17155.00000 17155.00| 17999.44000 17999.44
CLEARING RIGHT OF WAY | | |
0009 202-02241 427.000 LFT | 3.80000 1622.60| 3.50000 1494.50| 6.50000 2775.50
GUARDRAIL, REMOVE | | |
0010 202-04089 7.000 EACH | 90.00000 630.00| 85.00000 595.00| 38.00000 266.00
SIGN, SHEET, REMOVE | | |
0011 202-51330 LUMP | 7000.00000 7000.00| 33865.00000 33865.00| 25000.00000 25000.00
PRESENT STRUCTURE, REMOVE | | |
0012 202-96133 87.000 LFT | 5.00000 435.00| 8.00000 696.00| 10.00000 870.00
PIPE, REMOVE | | |
0013 203-02000 757.000 CYS | 29.50000 22331.50| 29.30000 22180.10| 15.00000 11355.00
EXCAVATION, COMMON | | |
0014 203-51223 112.000 CYS | 35.00000 3920.00| 18.50000 2072.00| 20.00000 2240.00
EXCAVATION, WATERWAY | | |
0015 205-03371 19.000 CYS | 30.00000 570.00| 22.20000 421.80| 40.00000 760.00
SEDIMENT, REMOVE | | |
0016 205-06932 36.000 LFT | 13.25000 477.00| 12.00000 432.00| 11.75000 423.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 140.00000 140.00| 130.00000 130.00| 185.00000 185.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 37.000 TON | 60.00000 2220.00| 39.50000 1461.50| 60.00000 2220.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 4654.000 LFT | 1.55000 7213.70| 1.45000 6748.30| 1.43000 6655.22
TEMPORARY SILT FENCE | | |
0020 205-09543 100.000 TON | 23.25000 2325.00| 22.50000 2250.00| 40.00000 4000.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -8
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1009310 |( 6 ) 35-1618530
|DAVE OMARA CONTRACTOR INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 206-93520 300.000 SFT | 40.00000 12000.00| 43.00000 12900.00| 40.00000 12000.00
TEMPORARY SHEET PILING | | |
0022 207-08263 1458.000 SYS | 18.50000 26973.00| 15.70000 22890.60| 20.00000 29160.00
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 4237.000 SYS | 8.50000 36014.50| 6.00000 25422.00| 10.00000 42370.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-02050 300.000 CYS | 28.00000 8400.00| 42.30000 12690.00| 30.00000 9000.00
B BORROW | | |
0025 211-09264 25.000 CYS | 39.00000 975.00| 28.75000 718.75| 30.00000 750.00
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09268 275.000 CYS | 96.00000 26400.00| 94.40000 25960.00| 150.00000 41250.00
STRUCTURE BACKFILL, TYPE 5 | | |
0027 213-09269 120.000 CYS | 96.00000 11520.00| 85.20000 10224.00| 150.00000 18000.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0028 301-07448 1721.000 TON | 19.00000 32699.00| 21.50000 37001.50| 23.00000 39583.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 303-01180 307.000 TON | 21.00000 6447.00| 22.50000 6907.50| 35.00000 10745.00
COMPACTED AGGREGATE, NO. 53 | | |
0030 306-08034 413.000 SYS | 4.00000 1652.00| 2.65000 1094.45| 10.00000 4130.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0031 306-08042 899.000 SYS | 4.00000 3596.00| 2.60000 2337.40| 10.00000 8990.00
MILLING, SCARIFICATION/PROFILE | | |
0032 306-08043 240.000 SYS | 4.00000 960.00| 2.90000 696.00| 10.00000 2400.00
MILLING, TRANSITION | | |
0033 402-07432 312.000 TON | 67.75000 21138.00| 71.00000 22152.00| 67.00000 20904.00
HMA SURFACE, TYPE A | | |
0034 402-07434 188.000 TON | 76.75000 14429.00| 81.00000 15228.00| 67.00000 12596.00
HMA SURFACE, TYPE C | | |
0035 402-07435 520.000 TON | 52.50000 27300.00| 55.00000 28600.00| 61.00000 31720.00
HMA INTERMEDIATE, TYPE A | | |
0036 402-07439 209.000 TON | 55.50000 11599.50| 58.00000 12122.00| 61.00000 12749.00
HMA INTERMEDIATE, TYPE C | | |
0037 402-07442 265.000 TON | 54.00000 14310.00| 59.00000 15635.00| 56.00000 14840.00
HMA BASE, TYPE C | | |
0038 406-05520 3.000 TON | 515.00000 1545.00| 400.00000 1200.00| 800.00000 2400.00
ASPHALT FOR TACK COAT | | |
0039 601-01270 100.000 LFT | 18.50000 1850.00| 16.80000 1680.00| 32.00000 3200.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | |
FOR TEMPORARY PIPE AND APPROACHES | | |
0040 601-06854 2.000 EACH | 3300.00000 6600.00| 2995.00000 5990.00| 2995.00000 5990.00
GUARDRAIL, W-BEAM, NESTED | | |
0041 601-07661 1.000 EACH | 3100.00000 3100.00| 2820.00000 2820.00| 3595.00000 3595.00
GUARDRAIL END TREATMENT, OS, TEMPORARY | | |
BRIDGE APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -9
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1009310 |( 6 ) 35-1618530
|DAVE OMARA CONTRACTOR INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 601-94689 3.000 EACH | 2850.00000 8550.00| 2595.00000 7785.00| 2645.00000 7935.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-99105 162.500 LFT | 46.00000 7475.00| 38.80000 6305.00| 18.00000 2925.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0044 610-07486 101.000 TON | 90.50000 9140.50| 92.00000 9292.00| 85.00000 8585.00
HMA FOR APPROACHES, TYPE A | | |
0045 610-07487 104.000 TON | 90.50000 9412.00| 92.00000 9568.00| 85.00000 8840.00
HMA FOR APPROACHES, TYPE B | | |
0046 615-06490 19.000 EACH | 125.00000 2375.00| 115.00000 2185.00| 135.00000 2565.00
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 655.00000 1310.00| 595.00000 1190.00| 875.00000 1750.00
MONUMENT, B | | |
0048 615-06527 1.000 EACH | 545.00000 545.00| 495.00000 495.00| 620.00000 620.00
MONUMENT, SECTION CORNER | | |
0049 615-06530 1.000 EACH | 985.00000 985.00| 895.00000 895.00| 900.00000 900.00
BENCH MARK POST | | |
0050 616-02320 890.000 SYS | 2.40000 2136.00| 2.50000 2225.00| 3.00000 2670.00
GEOTEXTILES | | |
0051 616-06405 326.000 TON | 37.00000 12062.00| 32.75000 10676.50| 30.00000 9780.00
RIPRAP, REVETMENT | | |
0052 616-06451 456.000 TON | 35.00000 15960.00| 31.50000 14364.00| 30.00000 13680.00
RIPRAP, UNIFORM | | |
0053 621-01004 2.000 EACH | 605.00000 1210.00| 550.00000 1100.00| 775.00000 1550.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-02318 10.000 LBS | 36.50000 365.00| 33.10000 331.00| 345.00000 3450.00
SEED MIXTURE, PRAIRIE GRASS | | |
0056 621-02770 400.000 SYS | 1.35000 540.00| 1.20000 480.00| 1.35000 540.00
EROSION CONTROL BLANKET | | |
0057 621-06545 0.200 TON | 495.00000 99.00| 450.00000 90.00| 1250.00000 250.00
FERTILIZER | | |
0058 621-06559 749.000 SYS | 1.45000 1086.05| 1.30000 973.70| 2.26000 1692.74
MULCHED SEEDING, R | | |
0059 621-06567 14.000 kGAL | 5.00000 70.00| 5.00000 70.00| 1.00000 14.00
WATER | | |
0060 621-06574 78.000 SYS | 10.00000 780.00| 9.00000 702.00| 24.45000 1907.10
SODDING | | |
0061 622-52436 6.000 EACH | 37.50000 225.00| 34.00000 204.00| 31.00000 186.00
SIGN, DO NOT MOW OR SPRAY | | |
0062 628-09402 6.000 MOS | 1800.00000 10800.00| 2000.00000 12000.00| 2500.00000 15000.00
FIELD OFFICE, B | | |
0063 713-51334 LUMP | 112000.00000 112000.00| 121360.00000 121360.00| 150000.00000 150000.00
TEMPORARY PIPE AND APPROACHES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -10
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1009310 |( 6 ) 35-1618530
|DAVE OMARA CONTRACTOR INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 715-04509 51.000 LFT | 37.00000 1887.00| 36.40000 1856.40| 40.00000 2040.00
TEMPORARY PIPE | | |
0065 715-05121 83.000 LFT | 41.00000 3403.00| 49.50000 4108.50| 35.00000 2905.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0066 715-46010 1.000 EACH | 510.00000 510.00| 445.50000 445.50| 700.00000 700.00
PIPE END SECTION, 18 IN. | | |
0067 720-45065 1.000 EACH | 3650.00000 3650.00| 3355.00000 3355.00| 3000.00000 3000.00
INLET, N12 | | |
0068 723-06660 34.200 SYS | 825.00000 28215.00| 505.00000 17271.00| 1000.00000 34200.00
WINGWALL | | |
0069 723-08052 75.000 LFT | 1400.00000 105000.00| 1422.00000 106650.00| 1750.00000 131250.00
STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | |
X 96 IN. | | |
0071 801-03290 4.000 EACH | 355.00000 1420.00| 325.00000 1300.00| 165.00000 660.00
CONSTRUCTION SIGN, C | | |
0072 801-04308 4.000 EACH | 325.00000 1300.00| 295.00000 1180.00| 365.00000 1460.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0073 801-06202 11.500 LFT | 22.00000 253.00| 18.00000 207.00| 15.00000 172.50
TEMPORARY PANEL SIGN SUPPORTS | | |
0074 801-06203 2375.000 LFT | 0.31000 736.25| 0.28000 665.00| 0.35000 831.25
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0075 801-06207 3650.000 LFT | 1.10000 4015.00| 1.00000 3650.00| 0.98000 3577.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0076 801-06218 28.000 LFT | 5.50000 154.00| 5.00000 140.00| 5.95000 166.60
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0077 801-06640 40.000 EACH | 145.00000 5800.00| 135.00000 5400.00| 145.00000 5800.00
CONSTRUCTION SIGN, A | | |
0078 801-06645 14.000 EACH | 52.00000 728.00| 50.00000 700.00| 65.00000 910.00
CONSTRUCTION SIGN, B | | |
0079 801-06775 LUMP | 12000.00000 12000.00| 29500.00000 29500.00| 3500.00000 3500.00
MAINTAINING TRAFFIC | | |
0080 801-07023 1.000 EACH | 3080.00000 3080.00| 2800.00000 2800.00| 5000.00000 5000.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0081 801-07118 168.000 LFT | 22.50000 3780.00| 20.85000 3502.80| 8.95000 1503.60
BARRICADE, III-A | | |
0082 802-05704 62.000 LFT | 11.85000 734.70| 10.75000 666.50| 18.00000 1116.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0083 802-07060 7.000 EACH | 190.00000 1330.00| 185.00000 1295.00| 75.00000 525.00
SIGN, SHEET, RELOCATE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 270 -11
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -32063-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1357381 |( 5 ) 35-1009310 |( 6 ) 35-1618530
|DAVE OMARA CONTRACTOR INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 802-76025 7.000 SFT | 18.50000 129.50| 17.00000 119.00| 25.00000 175.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0085 808-06703 3500.000 LFT | 0.45000 1575.00| 0.42000 1470.00| 0.42000 1470.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0086 808-06716 660.000 LFT | 0.88000 580.80| 0.80000 528.00| 0.65000 429.00
LINE, REMOVE | | |
0087 808-75240 100.000 LFT | 0.45000 45.00| 0.42000 42.00| 0.42000 42.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0088 808-75245 1880.000 LFT | 0.45000 846.00| 0.42000 789.60| 0.42000 789.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0089 808-75996 40.000 EACH | 6.50000 260.00| 20.00000 800.00| 20.00000 800.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0090 808-75998 40.000 EACH | 10.00000 400.00| 39.00000 1560.00| 68.00000 2720.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0091 205-06934 0.700 TON | 460.00000 322.00| 420.00000 294.00| 1200.00000 840.00
TEMPORARY MULCHING | | |
0092 621-06557 55.000 LBS | 2.30000 126.50| 2.10000 115.50| 9.55000 525.25
SEED MIXTURE, T | | |
0093 621-06565 0.500 TON | 460.00000 230.00| 420.00000 210.00| 800.00000 400.00
MULCHING MATERIAL | | |
SECTION TOTALS | $ 743,534.10| $ 796,164.00| $ 899,972.42
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 743,534.10| $ 796,164.00| $ 899,972.42
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : RS-30071-A COUNTIES : LAKE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/31/10
LOCATION : ON US 12 FROM US 20/INDIANAPOLIS BLVD TO SR 912 PROJECT(S) : 0710030
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,235,386.68 100.0000%
2 35-1120685 WALSH & KELLY INC $ 1,455,185.62 117.7919%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 310 -2
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30071-A COUNTIES : LAKE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 3500.00000 3500.00| 7500.00000 7500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 100.00000 300.00| 180.00000 540.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 70.00000 840.00| 180.00000 2160.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 43200.00000 43200.00| 72700.00000 72700.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02241 353.000 LFT | 3.90000 1376.70| 3.90000 1376.70|
GUARDRAIL, REMOVE | | |
0013 202-02278 100.000 LFT | 6.00000 600.00| 10.00000 1000.00|
CURB, CONCRETE, REMOVE | | |
0014 202-02279 300.000 LFT | 5.00000 1500.00| 10.00000 3000.00|
CURB AND GUTTER, REMOVE | | |
0015 202-52710 350.000 SYS | 10.00000 3500.00| 10.00000 3500.00|
SIDEWALK, CONCRETE, REMOVE | | |
0016 202-93741 7.000 EACH | 175.00000 1225.00| 175.00000 1225.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0017 303-07449 1325.000 TON | 25.00000 33125.00| 25.00000 33125.00|
COMPACTED AGGREGATE, NO. 73 | | |
0018 304-07783 1000.000 TON | 145.00000 145000.00| 140.00000 140000.00|
HMA PATCHING, TYPE D | | |
0019 306-08034 95770.000 SYS | 1.30000 124501.00| 1.00000 95770.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 310 -3
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30071-A COUNTIES : LAKE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08043 2100.000 SYS | 1.30000 2730.00| 3.25000 6825.00|
MILLING, TRANSITION | | |
0021 306-08432 16519.000 SYS | 2.30000 37993.70| 3.50000 57816.50|
MILLING, APPROACH | | |
0022 401-07329 7900.000 TON | 63.20000 499280.00| 72.00000 568800.00|
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0023 406-05520 24.000 TON | 400.00000 9600.00| 1300.00000 31200.00|
ASPHALT FOR TACK COAT | | |
0024 601-03464 2.000 EACH | 45.00000 90.00| 45.00000 90.00|
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION | | |
0025 601-08434 2.000 EACH | 1165.00000 2330.00| 1165.00000 2330.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0026 601-08436 1.000 EACH | 1790.00000 1790.00| 1790.00000 1790.00|
GUARDRAIL END TREATMENT, TYPE MS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0027 601-94689 6.000 EACH | 2525.00000 15150.00| 3300.00000 19800.00|
GUARDRAIL END TREATMENT, OS | | |
0028 601-94690 2.000 EACH | 4300.00000 8600.00| 4300.00000 8600.00|
GUARDRAIL END TREATMENT, MS | | |
0029 601-99105 368.750 LFT | 17.25000 6360.94| 17.25000 6360.94|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0030 601-99106 25.000 LFT | 32.00000 800.00| 32.00000 800.00|
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0031 604-07894 168.000 SYS | 110.00000 18480.00| 150.00000 25200.00|
CURB RAMP, CONCRETE, A | | |
0032 604-07897 28.000 SYS | 125.00000 3500.00| 150.00000 4200.00|
CURB RAMP, CONCRETE, C | | |
0033 604-07901 9.800 SYS | 120.00000 1176.00| 150.00000 1470.00|
CURB RAMP, CONCRETE, G | | |
0034 604-07902 31.500 SYS | 140.00000 4410.00| 150.00000 4725.00|
CURB RAMP, CONCRETE, H | | |
0035 604-07903 8.900 SYS | 165.00000 1468.50| 150.00000 1335.00|
CURB RAMP, CONCRETE, K | | |
0036 605-06120 100.000 LFT | 23.00000 2300.00| 50.00000 5000.00|
CURB, CONCRETE | | |
0037 605-52807 300.000 LFT | 21.00000 6300.00| 50.00000 15000.00|
CURB AND GUTTER, COMBINED | | |
0038 610-07788 1400.000 TON | 71.00000 99400.00| 95.00000 133000.00|
HMA FOR APPROACHES, TYPE D | | |
0039 615-06527 1.000 EACH | 600.00000 600.00| 750.00000 750.00|
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 310 -4
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30071-A COUNTIES : LAKE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 628-09402 4.000 MOS | 1300.00000 5200.00| 3500.00000 14000.00|
FIELD OFFICE, B | | |
0041 720-44000 10.000 EACH | 350.00000 3500.00| 550.00000 5500.00|
CASTING, ADJUST TO GRADE | | |
0042 801-01093 4.000 EACH | 335.00000 1340.00| 335.00000 1340.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0043 801-03290 4.000 EACH | 139.00000 556.00| 139.00000 556.00|
CONSTRUCTION SIGN, C | | |
0044 801-06207 4100.000 LFT | 1.51000 6191.00| 1.50000 6150.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0045 801-06211 24.000 EACH | 55.00000 1320.00| 55.00000 1320.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0046 801-06218 4292.000 LFT | 5.50000 23606.00| 5.50000 23606.00|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0047 801-06640 50.000 EACH | 105.00000 5250.00| 105.00000 5250.00|
CONSTRUCTION SIGN, A | | |
0048 801-06710 100.000 DAY | 5.50000 550.00| 5.50000 550.00|
FLASHING ARROW SIGN | | |
0049 801-06715 4100.000 LFT | 0.15000 615.00| 0.25000 1025.00|
TEMPORARY PAVEMENT MARKING, PAINT | | |
0050 801-06775 LUMP | 16300.00000 16300.00| 50000.00000 50000.00|
MAINTAINING TRAFFIC | | |
0051 801-09133 2.000 EACH | 2895.00000 5790.00| 2895.00000 5790.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0052 805-01843 10.000 EACH | 130.00000 1300.00| 125.00000 1250.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0053 805-02327 47.000 EACH | 110.00000 5170.00| 100.00000 4700.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0054 805-02441 12090.000 LFT | 1.20000 14508.00| 1.10000 13299.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0055 805-78795 4110.000 LFT | 7.20000 29592.00| 7.10000 29181.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0056 808-03002 1432.000 LFT | 0.36000 515.52| 0.36000 515.52|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0057 808-03631 1060.000 LFT | 0.36000 381.60| 0.36000 381.60|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0058 808-03632 5726.000 LFT | 0.36000 2061.36| 0.36000 2061.36|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 310 -5
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30071-A COUNTIES : LAKE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 808-06701 7336.000 LFT | 0.28000 2054.08| 0.28000 2054.08|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0060 808-06716 8218.000 LFT | 0.32000 2629.76| 0.32000 2629.76|
LINE, REMOVE | | |
0061 808-74807 4.000 EACH | 119.00000 476.00| 119.00000 476.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0062 808-74808 2.000 EACH | 155.00000 310.00| 155.00000 310.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0063 808-75205 14747.000 LFT | 0.28000 4129.16| 0.28000 4129.16|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0064 808-75245 29344.000 LFT | 0.28000 8216.32| 0.28000 8216.32|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0065 808-75297 1380.000 LFT | 3.25000 4485.00| 3.25000 4485.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0066 808-75300 4292.000 LFT | 0.79000 3390.68| 0.79000 3390.68|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0067 808-75320 24.000 EACH | 60.00000 1440.00| 60.00000 1440.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0068 808-75325 12.000 EACH | 85.00000 1020.00| 65.00000 780.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0069 808-94455 100.000 LFT | 4.03000 403.00| 4.03000 403.00|
TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | |
6 IN. | | |
0070 628-09407 4.000 MOS | 263.09000 1052.36| 600.00000 2400.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0071 805-78785 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00|
SIGNAL DETECTOR HOUSING | | |
SECTION TOTALS | $ 1,235,386.68| $ 1,455,185.62| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,235,386.68| $ 1,455,185.62| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : RS-32062-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/31/10
LOCATION : ON SR 358 FROM 1.51 MILES WEST OF SR 57 TO SR 57 PROJECT(S) : 0710106
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 546,997.16 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 738,166.56 134.9489%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 320 -2
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32062-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( )
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 9000.00000 9000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 225.00000 450.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 50.00000 600.00| 150.00000 1800.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 15000.00000 15000.00| 33000.00000 33000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 203-02000 240.000 CYS | 25.00000 6000.00| 14.00000 3360.00|
EXCAVATION, COMMON | | |
0013 203-02070 345.000 CYS | 40.00000 13800.00| 23.00000 7935.00|
BORROW | | |
0014 205-06934 1.100 TON | 1600.00000 1760.00| 2000.00000 2200.00|
TEMPORARY MULCHING | | |
0015 207-08265 190.000 SYS | 22.00000 4180.00| 12.50000 2375.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0016 211-02050 210.000 CYS | 31.00000 6510.00| 55.00000 11550.00|
B BORROW FOR UNDERCUT | | |
0017 211-09265 33.000 CYS | 45.00000 1485.00| 59.00000 1947.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0018 211-09268 142.400 CYS | 90.00000 12816.00| 95.00000 13528.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0019 214-07202 68.000 SYS | 5.50000 374.00| 7.50000 510.00|
GEOGRID, I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 320 -3
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32062-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( )
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 301-07448 6.000 TON | 35.00000 210.00| 51.00000 306.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-01180 780.000 TON | 25.00000 19500.00| 30.00000 23400.00|
COMPACTED AGGREGATE, NO. 53 | | |
0022 304-07490 150.000 TON | 80.00000 12000.00| 165.00000 24750.00|
HMA PATCHING, TYPE B | | |
0023 304-07493 50.000 TON | 90.00000 4500.00| 145.00000 7250.00|
WIDENING WITH HMA, TYPE B | | |
0024 306-08036 525.000 SYS | 1.00000 525.00| 0.50000 262.50|
MILLING, ASPHALT, 2 IN. | | |
0025 306-08042 17019.000 SYS | 1.00000 17019.00| 0.75000 12764.25|
MILLING, SCARIFICATION/PROFILE | | |
0026 306-08043 1620.000 SYS | 1.00000 1620.00| 0.50000 810.00|
MILLING, TRANSITION | | |
0027 306-08432 1610.000 SYS | 1.00000 1610.00| 0.50000 805.00|
MILLING, APPROACH | | |
0028 401-06264 LUMP | 2500.00000 2500.00| 2800.00000 2800.00|
PROFILOGRAPH, HMA | | |
0029 401-07321 1595.000 TON | 51.00000 81345.00| 67.25000 107263.75|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-07371 2154.000 TON | 46.00000 99084.00| 62.00000 133548.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | |
0031 406-05520 10.400 TON | 240.00000 2496.00| 800.00000 8320.00|
ASPHALT FOR TACK COAT | | |
0032 601-01626 1.000 EACH | 1550.00000 1550.00| 1650.00000 1650.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0033 601-01701 1.000 EACH | 1900.00000 1900.00| 1800.00000 1800.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0034 601-01839 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0035 601-06037 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00|
GUARDRAIL END TREATMENT, I | | |
0036 601-06854 2.000 EACH | 2725.00000 5450.00| 2950.00000 5900.00|
GUARDRAIL, W-BEAM, NESTED | | |
0037 601-94689 5.000 EACH | 3150.00000 15750.00| 2600.00000 13000.00|
GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 756.000 LFT | 24.00000 18144.00| 18.00000 13608.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0039 610-07487 390.000 TON | 69.00000 26910.00| 110.00000 42900.00|
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 320 -4
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32062-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( )
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06490 24.000 EACH | 110.00000 2640.00| 132.00000 3168.00|
RIGHT OF WAY MARKER | | |
0041 615-06505 3.000 EACH | 625.00000 1875.00| 800.00000 2400.00|
MONUMENT, B | | |
0042 616-02320 250.000 SYS | 2.00000 500.00| 2.25000 562.50|
GEOTEXTILES | | |
0043 616-05688 150.000 TON | 42.00000 6300.00| 43.00000 6450.00|
RIPRAP, CLASS 1 | | |
0044 621-01004 3.000 EACH | 820.00000 2460.00| 900.00000 2700.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06559 2100.000 SYS | 2.15000 4515.00| 2.35000 4935.00|
MULCHED SEEDING, R | | |
0046 628-09402 6.000 MOS | 1200.00000 7200.00| 3000.00000 18000.00|
FIELD OFFICE, B | | |
0047 628-09407 6.000 MOS | 200.00000 1200.00| 600.00000 3600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0048 714-08514 46.700 SFT | 120.00000 5604.00| 360.00000 16812.00|
WINGWALL | | |
0049 714-26709 105.000 LFT | 475.00000 49875.00| 940.00000 98700.00|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 8' X 5' | | |
0050 714-93638 55.000 LFT | 330.00000 18150.00| 340.00000 18700.00|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 5' X 4' | | |
0051 715-05123 118.000 LFT | 60.00000 7080.00| 50.00000 5900.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0052 715-08305 95.000 TON | 75.00000 7125.00| 120.00000 11400.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0053 715-46020 1.000 EACH | 1200.00000 1200.00| 515.00000 515.00|
PIPE END SECTION, 24 IN. | | |
0054 801-03290 3.000 EACH | 350.00000 1050.00| 185.00000 555.00|
CONSTRUCTION SIGN, C | | |
0055 801-04308 2.000 EACH | 325.00000 650.00| 400.00000 800.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06203 30544.000 LFT | 0.01000 305.44| 0.10000 3054.40|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0057 801-06207 15272.000 LFT | 0.01000 152.72| 0.05000 763.60|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0058 801-06625 31.000 EACH | 120.00000 3720.00| 135.00000 4185.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 320 -5
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-32062-A COUNTIES : DAVIESS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( )
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 801-06640 37.000 EACH | 135.00000 4995.00| 220.00000 8140.00|
CONSTRUCTION SIGN, A | | |
0060 801-06775 LUMP | 18000.00000 18000.00| 22000.00000 22000.00|
MAINTAINING TRAFFIC | | |
0061 801-07118 44.000 LFT | 22.00000 968.00| 17.00000 748.00|
BARRICADE, III-A | | |
0062 808-06713 15300.000 LFT | 0.19000 2907.00| 0.15000 2295.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 15300.000 LFT | 0.19000 2907.00| 0.15000 2295.00|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-75297 36.000 LFT | 21.00000 756.00| 14.21000 511.56|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0065 808-75340 2.000 EACH | 625.00000 1250.00| 445.00000 890.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0066 808-75996 203.000 EACH | 13.00000 2639.00| 9.00000 1827.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0067 808-75998 203.000 EACH | 26.00000 5278.00| 20.00000 4060.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0068 601-06856 2.000 EACH | 600.00000 1200.00| 250.00000 500.00|
MODIFIED POSTS, NESTED GUARDRAIL , AND | | |
CURVED W-BEAM | | |
SECTION TOTALS | $ 546,997.16| $ 738,166.56| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 546,997.16| $ 738,166.56| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : REPLACE SUPERSTRUCTURE COMPLETION DATE : 10/31/10
LOCATION : ON SR 9 OVER I-70, 2.45 MILES NORTH OF US 40 PROJECT(S) : 1777011
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1609544 SCHUTT-LOOKABILL CO $ 3,284,105.80 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 3,309,485.61 100.7728%
3 35-1917625 MILESTONE CONTRACTORS LP $ 3,445,888.00 104.9262%
4 90-0177865 HIS CONSTRUCTORS LLC $ 3,618,003.42 110.1671%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,661,707.72 111.4979%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -2
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 REPLACE SUPERSTRUCTURE
| | |
0001 105-06845 LUMP | 10692.00000 10692.00| 10500.00000 10500.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 284.63000 569.26| 125.00000 250.00| 100.00000 200.00
RADIO | | |
0003 105-08520 2.000 EACH | 338.63000 677.26| 125.00000 250.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 159.53000 5743.08| 85.00000 3060.00| 100.00000 3600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 36.000 MOS | 143.33000 5159.88| 85.00000 3060.00| 100.00000 3600.00
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 167555.00000 167555.00| 165470.00000 165470.00| 176250.00000 176250.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 6583.10000 6583.10| 16547.00000 16547.00| 17500.00000 17500.00
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 2700.00000 2700.00| 2750.00000 2750.00| 2300.00000 2300.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 3702.000 SYS | 15.62000 57825.24| 10.75000 39796.50| 9.00000 33318.00
PAVEMENT REMOVAL | | |
0016 202-02241 610.000 LFT | 3.24000 1976.40| 2.10000 1281.00| 3.20000 1952.00
GUARDRAIL, REMOVE | | |
0017 202-02271 3.000 EACH | 272.70000 818.10| 800.00000 2400.00| 1000.00000 3000.00
HEADWALL, REMOVE | | |
0018 202-02273 284.000 SYS | 16.04000 4555.36| 21.25000 6035.00| 20.00000 5680.00
CENTER CURB, CONCRETE, REMOVE | | |
0019 202-02274 23.000 LFT | 13.97000 321.31| 13.25000 304.75| 10.00000 230.00
CURB, CONCRETE, INTEGRAL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -3
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-02277 924.000 LFT | 4.94000 4564.56| 2.50000 2310.00| 7.00000 6468.00
GUTTER, LIP, REMOVE | | |
0021 202-51133 456.000 LFT | 10.00000 4560.00| 1.25000 570.00| 5.50000 2508.00
RAILING, REMOVE | | |
0022 202-51328 LUMP | 336898.54000 336898.54| 225927.04000 225927.04| 250000.00000 250000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0023 202-51368 264.000 SYS | 40.54000 10702.56| 36.00000 9504.00| 20.00000 5280.00
SLOPEWALL, REMOVE | | |
0024 202-91385 6.000 EACH | 233.10000 1398.60| 500.00000 3000.00| 500.00000 3000.00
INLET, REMOVE | | |
0025 202-93974 1.000 EACH | 3510.00000 3510.00| 4275.00000 4275.00| 1370.00000 1370.00
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM, REMOVE | | |
0026 202-95027 2.000 EACH | 2376.00000 4752.00| 1500.00000 3000.00| 2300.00000 4600.00
IMPACT ATTENUATOR, REMOVE | | |
0027 202-96133 478.000 LFT | 10.61000 5071.58| 15.00000 7170.00| 7.00000 3346.00
PIPE, REMOVE | | |
0028 203-02000 2186.000 CYS | 23.30000 50933.80| 11.50000 25139.00| 15.00000 32790.00
EXCAVATION, COMMON | | |
0029 203-02070 3262.000 CYS | 19.99000 65207.38| 9.00000 29358.00| 15.00000 48930.00
BORROW | | |
0030 205-06931 101.000 TON | 27.94000 2821.94| 75.00000 7575.00| 30.00000 3030.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0031 205-06937 550.000 LFT | 2.38000 1309.00| 1.65000 907.50| 2.30000 1265.00
TEMPORARY SILT FENCE | | |
0032 206-51230 467.000 CYS | 17.97000 8391.99| 160.00000 74720.00| 22.00000 10274.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0033 206-93520 1654.000 SFT | 21.44000 35461.76| 20.00000 33080.00| 10.00000 16540.00
TEMPORARY SHEET PILING | | |
0034 207-08263 6520.000 SYS | 6.64000 43292.80| 13.50000 88020.00| 5.75000 37490.00
SUBGRADE TREATMENT, TYPE IA | | |
0035 211-06467 118.000 CYS | 55.00000 6490.00| 60.00000 7080.00| 65.00000 7670.00
AGGREGATE FOR END BENT BACKFILL | | |
0036 211-09264 54.000 CYS | 34.01000 1836.54| 45.00000 2430.00| 20.00000 1080.00
STRUCTURE BACKFILL, TYPE 1 | | |
0037 211-09265 92.000 CYS | 46.36000 4265.12| 50.00000 4600.00| 20.00000 1840.00
STRUCTURE BACKFILL, TYPE 2 | | |
0038 211-09268 19.000 CYS | 65.00000 1235.00| 150.00000 2850.00| 75.00000 1425.00
STRUCTURE BACKFILL, TYPE 5 | | |
0039 302-06464 1364.000 CYS | 31.13000 42461.32| 36.50000 49786.00| 28.00000 38192.00
SUBBASE FOR PCCP | | |
0040 302-07455 66.400 CYS | 65.00000 4316.00| 80.00000 5312.00| 95.00000 6308.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -4
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 303-01180 195.000 TON | 21.58000 4208.10| 25.00000 4875.00| 28.00000 5460.00
COMPACTED AGGREGATE, NO. 53 | | |
0042 303-93506 200.000 CYS | 43.36000 8672.00| 21.00000 4200.00| 20.00000 4000.00
AGGREGATE, 2 | | |
0043 306-08033 2009.000 SYS | 5.38000 10808.42| 4.00000 8036.00| 3.00000 6027.00
MILLING, ASPHALT, 1 IN. | | |
0044 306-08037 213.000 SYS | 9.11000 1940.43| 8.25000 1757.25| 3.00000 639.00
MILLING, ASPHALT, 3 IN. | | |
0045 402-07432 9.000 TON | 145.80000 1312.20| 140.00000 1260.00| 380.00000 3420.00
HMA SURFACE, TYPE A | | |
0046 402-07434 464.000 TON | 77.76000 36080.64| 78.00000 36192.00| 83.00000 38512.00
HMA SURFACE, TYPE C | | |
0047 402-07439 551.000 TON | 59.40000 32729.40| 58.00000 31958.00| 63.00000 34713.00
HMA INTERMEDIATE, TYPE C | | |
0048 402-07440 48.000 TON | 79.92000 3836.16| 80.00000 3840.00| 161.00000 7728.00
HMA BASE, TYPE A | | |
0049 402-07442 398.000 TON | 59.40000 23641.20| 60.00000 23880.00| 72.00000 28656.00
HMA BASE, TYPE C | | |
0050 406-05520 2.500 TON | 108.00000 270.00| 105.00000 262.50| 650.00000 1625.00
ASPHALT FOR TACK COAT | | |
0051 502-06327 1844.000 SYS | 42.97000 79236.68| 38.65000 71270.60| 50.00000 92200.00
PCCP, 10 IN. | | |
0052 502-06329 3512.000 SYS | 50.59000 177672.08| 44.50000 156284.00| 56.00000 196672.00
PCCP, 12 IN. | | |
0053 503-03489 480.000 EACH | 16.51000 7924.80| 17.00000 8160.00| 14.50000 6960.00
RETROFITTED TIE BARS | | |
0054 503-05240 2544.000 LFT | 11.54000 29357.76| 9.50000 24168.00| 12.50000 31800.00
D-1 CONTRACTION JOINT | | |
0055 503-05310 136.000 LFT | 151.56000 20612.16| 210.00000 28560.00| 155.00000 21080.00
TERMINAL JOINT | | |
0056 601-01522 2.000 EACH | 2095.20000 4190.40| 1987.00000 3974.00| 2035.00000 4070.00
GUARDRAIL TRANSITION TYPE TGB | | |
0057 601-06035 50.000 LFT | 35.64000 1782.00| 11.45000 572.50| 34.60000 1730.00
GUARDRAIL, RESET | | |
0058 601-06233 2.000 EACH | 8354.88000 16709.76| 7575.00000 15150.00| 8100.00000 16200.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0059 601-94689 2.000 EACH | 2770.20000 5540.40| 2280.00000 4560.00| 2690.00000 5380.00
GUARDRAIL END TREATMENT, OS | | |
0060 601-99105 225.000 LFT | 18.79000 4227.75| 15.25000 3431.25| 18.25000 4106.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0061 601-99123 2.000 EACH | 2943.00000 5886.00| 2545.00000 5090.00| 2860.00000 5720.00
GUARDRAIL TRANSITION, GP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -5
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 602-06729 14.000 EACH | 15.12000 211.68| 15.00000 210.00| 14.50000 203.00
BARRIER DELINEATOR | | |
0063 605-05523 10.000 LFT | 43.20000 432.00| 45.00000 450.00| 65.00000 650.00
CURB, HMA | | |
0064 605-06250 1.100 SYS | 356.08000 391.69| 500.00000 550.00| 1000.00000 1100.00
CENTER CURB, C, CONCRETE | | |
0065 609-06259 456.000 SYS | 80.65000 36776.40| 87.50000 39900.00| 90.00000 41040.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0066 616-02320 1001.000 SYS | 2.11000 2112.11| 2.00000 2002.00| 1.50000 1501.50
GEOTEXTILES | | |
0067 616-06405 640.000 TON | 27.08000 17331.20| 23.00000 14720.00| 30.00000 19200.00
RIPRAP, REVETMENT | | |
0068 616-51367 520.000 SYS | 56.17000 29208.40| 70.00000 36400.00| 80.00000 41600.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0069 616-93772 3.000 EACH | 1305.00000 3915.00| 575.00000 1725.00| 100.00000 300.00
INSPECTION HOLE | | |
0070 621-01004 2.000 EACH | 567.00000 1134.00| 350.00000 700.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0071 621-06545 6.000 TON | 594.00000 3564.00| 695.00000 4170.00| 577.00000 3462.00
FERTILIZER | | |
0072 621-06553 331.000 LBS | 5.24000 1734.44| 5.15000 1704.65| 5.00000 1655.00
SEED MIXTURE, R | | |
0073 621-06557 331.000 LBS | 3.62000 1198.22| 2.50000 827.50| 3.50000 1158.50
SEED MIXTURE, T | | |
0074 621-06565 8.000 TON | 351.00000 2808.00| 350.00000 2800.00| 340.00000 2720.00
MULCHING MATERIAL | | |
0075 621-06567 6.800 kGAL | 1.08000 7.34| 1.05000 7.14| 1.00000 6.80
WATER | | |
0076 621-06574 1424.000 SYS | 3.84000 5468.16| 4.20000 5980.80| 3.70000 5268.80
SODDING | | |
0077 628-09403 18.000 MOS | 1585.38000 28536.84| 2200.00000 39600.00| 1500.00000 27000.00
FIELD OFFICE, C | | |
0078 628-09407 18.000 MOS | 348.53000 6273.54| 350.00000 6300.00| 225.00000 4050.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0079 701-93633 124.000 LFT | 1.00000 124.00| 125.00000 15500.00| 100.00000 12400.00
OVERSIZED PREDRILLED PILE HOLES | | |
0080 701-96089 316.000 LFT | 63.76000 20148.16| 56.75000 17933.00| 65.00000 20540.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -6
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 701-99086 8.000 EACH | 330.40000 2643.20| 250.00000 2000.00| 290.00000 2320.00
PILE TIP, STEEL SHELL | | |
0082 702-51005 220.200 CYS | 524.24000 115437.65| 775.00000 170655.00| 575.00000 126615.00
CONCRETE, A, SUBSTRUCTURE | | |
0083 702-51015 93.600 CYS | 253.42000 23720.11| 310.00000 29016.00| 575.00000 53820.00
CONCRETE, B, FOOTINGS | | |
0084 702-92857 83.400 CYS | 507.27000 42306.32| 450.00000 37530.00| 575.00000 47955.00
CONCRETE, C, SUBSTRUCTURE | | |
0085 703-01540 80.000 EACH | 56.02000 4481.60| 52.50000 4200.00| 12.00000 960.00
THREADED TIE BAR ASSEMBLY | | |
0086 703-06028 59136.000 LBS | 0.64000 37847.04| 0.65000 38438.40| 0.65000 38438.40
REINFORCING BARS | | |
0087 703-06029 189366.000 LBS | 0.75000 142024.50| 0.75000 142024.50| 0.70000 132556.20
REINFORCING BARS, EPOXY COATED | | |
0088 703-97703 166.000 EACH | 12.08000 2005.28| 15.75000 2614.50| 12.00000 1992.00
THREADED BAR SPLICE, EPOXY COATED | | |
0089 703-97936 1716.000 EACH | 12.08000 20729.28| 12.75000 21879.00| 12.00000 20592.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0090 704-51002 632.100 CYS | 450.55000 284792.66| 470.00000 297087.00| 575.00000 363457.50
CONCRETE, C, SUPERSTRUCTURE | | |
0091 706-05732 4.000 EACH | 2000.00000 8000.00| 1400.00000 5600.00| 1800.00000 7200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0092 706-51020 42.000 CYS | 446.43000 18750.06| 550.00000 23100.00| 575.00000 24150.00
CONCRETE, C, RAILING | | |
0093 709-51821 LUMP | 13370.40000 13370.40| 13000.00000 13000.00| 12500.00000 12500.00
SURFACE SEAL | | |
0094 710-09158 60.000 SFT | 118.80000 7128.00| 75.00000 4500.00| 150.00000 9000.00
PATCHING CONCRETE STRUCTURES | | |
0095 711-04121 28.000 EACH | 91.17000 2552.76| 90.00000 2520.00| 90.00000 2520.00
ANCHOR BOLT, AB1 | | |
0096 711-51038 LUMP | 647921.00000 647921.00| 650000.00000 650000.00| 746000.00000 746000.00
STRUCTURAL STEEL | | |
0097 711-90114 LUMP | 11415.00000 11415.00| 31250.00000 31250.00| 12000.00000 12000.00
SUPPORTING SUPERSTRUCTURE | | |
0098 711-96500 LUMP | 10403.00000 10403.00| 12750.00000 12750.00| 15000.00000 15000.00
TEMPORARY SUPPORT OF BENT CAPS | | |
0099 715-05048 2021.000 LFT | 3.73000 7538.33| 4.35000 8791.35| 7.00000 14147.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0100 715-05053 264.000 LFT | 19.60000 5174.40| 14.00000 3696.00| 15.00000 3960.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0101 715-05407 252.000 LFT | 9.79000 2467.08| 6.85000 1726.20| 12.00000 3024.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -7
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-05597 10.000 LFT | 120.83000 1208.30| 75.00000 750.00| 135.00000 1350.00
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0103 715-09064 550.000 LFT | 3.51000 1930.50| 3.50000 1925.00| 3.00000 1650.00
VIDEO INSPECTION FOR PIPE | | |
0104 715-46020 1.000 EACH | 1136.03000 1136.03| 1000.00000 1000.00| 325.00000 325.00
PIPE END SECTION, 24 IN. | | |
0105 718-06529 6.000 EACH | 658.80000 3952.80| 350.00000 2100.00| 600.00000 3600.00
OUTLET PROTECTOR, 2 | | |
0106 718-52610 186.000 CYS | 42.23000 7854.78| 40.00000 7440.00| 31.40000 5840.40
AGGREGATE FOR UNDERDRAINS | | |
0107 726-93525 28.000 EACH | 867.89000 24300.92| 825.00000 23100.00| 900.00000 25200.00
BEARING ASSEMBLY, II | | |
0108 727-90308 110.000 LFT | 30.24000 3326.40| 30.00000 3300.00| 73.40000 8074.00
EPOXY INJECTION, CRACK PREPARATION | | |
0109 727-90309 1.000 GAL | 86.40000 86.40| 90.00000 90.00| 104.00000 104.00
EPOXY INJECTION, EPOXY MATERIAL | | |
0110 727-93560 LUMP | 432.00000 432.00| 525.00000 525.00| 1450.00000 1450.00
EPOXY INJECTION, FURNISHING EQUIPMENT | | |
0111 801-03290 14.000 EACH | 241.92000 3386.88| 240.00000 3360.00| 190.00000 2660.00
CONSTRUCTION SIGN, C | | |
0112 801-06203 2440.000 LFT | 0.25000 610.00| 0.25000 610.00| 0.40000 976.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0113 801-06207 8076.000 LFT | 1.07000 8641.32| 1.05000 8479.80| 1.00000 8076.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0114 801-06577 24.000 LFT | 6.61000 158.64| 6.50000 156.00| 6.20000 148.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0115 801-06625 18.000 EACH | 126.36000 2274.48| 130.00000 2340.00| 78.00000 1404.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0116 801-06640 39.000 EACH | 157.68000 6149.52| 160.00000 6240.00| 131.00000 5109.00
CONSTRUCTION SIGN, A | | |
0117 801-06645 12.000 EACH | 57.24000 686.88| 60.00000 720.00| 68.00000 816.00
CONSTRUCTION SIGN, B | | |
0118 801-06710 270.000 DAY | 0.01000 2.70| 6.00000 1620.00| 7.00000 1890.00
FLASHING ARROW SIGN | | |
0119 801-06775 LUMP | 48749.85000 48749.85| 55166.44000 55166.44| 49327.69000 49327.69
MAINTAINING TRAFFIC | | |
0120 801-07118 112.000 LFT | 16.04000 1796.48| 16.00000 1792.00| 10.75000 1204.00
BARRICADE, III-A | | |
0121 801-08401 840.000 LFT | 18.08000 15187.20| 16.75000 14070.00| 25.00000 21000.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -8
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 801-08508 2970.000 LFT | 26.86000 79774.20| 27.75000 82417.50| 30.00000 89100.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0123 801-09133 2.000 EACH | 5383.80000 10767.60| 7000.00000 14000.00| 4720.00000 9440.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0124 802-05701 187.420 LFT | 12.42000 2327.76| 12.25000 2295.90| 12.00000 2249.04
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0125 802-07057 220.000 SFT | 27.81000 6118.20| 27.50000 6050.00| 17.75000 3905.00
SIGN, PANEL, WITH LEGEND | | |
0126 802-07060 18.000 EACH | 59.40000 1069.20| 59.50000 1071.00| 55.60000 1000.80
SIGN, SHEET, RELOCATE | | |
0127 802-07153 2.000 EACH | 405.00000 810.00| 400.00000 800.00| 739.00000 1478.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0128 802-76025 64.000 SFT | 12.96000 829.44| 13.00000 832.00| 17.75000 1136.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0129 802-76035 63.000 SFT | 14.58000 918.54| 14.25000 897.75| 18.35000 1156.05
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0130 802-76095 1000.000 LBS | 2.75000 2750.00| 2.50000 2500.00| 1.95000 1950.00
STRUCTURAL STEEL, BREAKAWAY | | |
0131 805-01828 1.000 EACH | 108.00000 108.00| 108.50000 108.50| 574.00000 574.00
TRAFFIC SIGNAL HEAD, REALIGN | | |
0132 805-01843 3.000 EACH | 378.00000 1134.00| 375.00000 1125.00| 392.00000 1176.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0133 805-01893 LUMP | 1620.00000 1620.00| 1650.00000 1650.00| 5600.00000 5600.00
MAINTAINING TRAFFIC SIGNAL | | |
0134 805-02373 890.000 LFT | 2.16000 1922.40| 2.15000 1913.50| 4.70000 4183.00
INTERCONNECT CABLE, FIBER OPTIC | | |
0135 805-06592 1530.000 LFT | 17.28000 26438.40| 17.25000 26392.50| 15.65000 23944.50
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0136 805-78205 1.000 EACH | 621.00000 621.00| 620.00000 620.00| 625.00000 625.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0137 805-78215 2.000 EACH | 513.00000 1026.00| 500.00000 1000.00| 514.00000 1028.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0138 805-78485 180.000 LFT | 1.78000 320.40| 1.75000 315.00| 1.25000 225.00
SIGNAL CABLE, 5C 14GA. | | |
0139 805-78510 4010.000 LFT | 1.57000 6295.70| 1.50000 6015.00| 1.45000 5814.50
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -9
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 805-78746 630.000 LFT | 7.02000 4422.60| 7.00000 4410.00| 16.25000 10237.50
PREFORMED LOOP DETECTORS | | |
0141 805-92504 10.000 EACH | 442.80000 4428.00| 445.00000 4450.00| 442.00000 4420.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0142 805-92512 14.000 EACH | 669.60000 9374.40| 665.00000 9310.00| 1375.00000 19250.00
MICROLOOP DETECTOR | | |
0143 807-02370 3.000 EACH | 1026.00000 3078.00| 1400.00000 4200.00| 370.00000 1110.00
LIGHT STRUCTURE, REMOVE AND RESET | | |
0144 807-02428 3.000 EACH | 810.00000 2430.00| 850.00000 2550.00| 920.00000 2760.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0145 807-03971 502.000 LFT | 5.40000 2710.80| 5.25000 2635.50| 3.55000 1782.10
CONDUIT, PVC, 2.50 IN., SCHEDULE 40, | | |
FOR ELECTRIC | | |
0146 807-07580 1443.000 LFT | 7.02000 10129.86| 7.00000 10101.00| 7.85000 11327.55
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0147 807-86910 4.000 EACH | 54.00000 216.00| 54.00000 216.00| 54.50000 218.00
CONNECTOR KIT, UNFUSED | | |
0148 807-86915 4.000 EACH | 54.00000 216.00| 54.00000 216.00| 52.40000 209.60
CONNECTOR KIT, FUSED | | |
0149 807-86920 12.000 EACH | 16.20000 194.40| 16.00000 192.00| 37.50000 450.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0150 807-86930 10.000 EACH | 16.20000 162.00| 16.00000 160.00| 37.50000 375.00
INSULATION LINK, NONWATERPROOFED | | |
0151 807-87556 480.000 LFT | 0.81000 388.80| 0.80000 384.00| 0.85000 408.00
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0152 807-95523 2.000 EACH | 14.58000 29.16| 14.50000 29.00| 37.50000 75.00
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0153 808-06701 786.000 LFT | 0.48000 377.28| 0.48000 377.28| 0.49000 385.14
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0154 808-06703 1531.000 LFT | 0.48000 734.88| 0.48000 734.88| 0.49000 750.19
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0155 808-06705 1081.000 LFT | 0.95000 1026.95| 0.96000 1037.76| 1.25000 1351.25
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0156 808-06716 1183.000 LFT | 0.95000 1123.85| 0.96000 1135.68| 0.60000 709.80
LINE, REMOVE | | |
0157 808-75051 2617.000 LFT | 1.36000 3559.12| 1.35000 3532.95| 1.65000 4318.05
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -10
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1128289 |( 3 ) 35-1917625
|SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0158 808-75054 1316.000 LFT | 1.36000 1789.76| 1.35000 1776.60| 1.75000 2303.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0159 808-75059 172.000 LFT | 1.36000 233.92| 1.35000 232.20| 2.10000 361.20
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0160 808-75067 72.000 LFT | 10.80000 777.60| 10.50000 756.00| 11.50000 828.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0161 808-75071 3.000 EACH | 158.76000 476.28| 160.00000 480.00| 175.00000 525.00
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC LANE INDICATION ARROW | | |
0162 808-75073 3.000 EACH | 173.88000 521.64| 175.00000 525.00| 235.00000 705.00
PAVEMENT MESSAGE MARKINGS PREFORMED | | |
PLASTIC, WORD ONLY | | |
0163 808-75245 3181.000 LFT | 0.48000 1526.88| 0.48000 1526.88| 0.49000 1558.69
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0164 808-75996 43.000 EACH | 23.76000 1021.68| 23.50000 1010.50| 15.00000 645.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0165 808-75998 51.000 EACH | 26.73000 1363.23| 26.75000 1364.25| 23.00000 1173.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0166 808-92027 1236.000 LFT | 0.95000 1174.20| 0.96000 1186.56| 1.10000 1359.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0167 808-95933 9.000 LFT | 23.76000 213.84| 23.50000 211.50| 26.00000 234.00
CURB PAINTING, YELLOW | | |
0168 808-98796 69.000 LFT | 4.32000 298.08| 4.25000 293.25| 2.40000 165.60
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
SECTION TOTALS | $ 3,284,105.80| $ 3,309,485.61| $ 3,445,888.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,284,105.80| $ 3,309,485.61| $ 3,445,888.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -11
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 REPLACE SUPERSTRUCTURE
| | |
0001 105-06845 LUMP | 8571.72000 8571.72| 10000.00000 10000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 91.03000 182.06| 350.00000 700.00|
RADIO | | |
0003 105-08520 2.000 EACH | 182.04000 364.08| 350.00000 700.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 91.02000 3276.72| 75.00000 2700.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 36.000 MOS | 60.68000 2184.48| 75.00000 2700.00|
RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 175000.00000 175000.00| 183085.38000 183085.38|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 17500.00000 17500.00| 18308.53000 18308.53|
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 2560.25000 2560.25| 2500.00000 2500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 3702.000 SYS | 11.18000 41388.36| 10.00000 37020.00|
PAVEMENT REMOVAL | | |
0016 202-02241 610.000 LFT | 2.15000 1311.50| 2.10000 1281.00|
GUARDRAIL, REMOVE | | |
0017 202-02271 3.000 EACH | 291.28000 873.84| 300.00000 900.00|
HEADWALL, REMOVE | | |
0018 202-02273 284.000 SYS | 52.56000 14927.04| 20.00000 5680.00|
CENTER CURB, CONCRETE, REMOVE | | |
0019 202-02274 23.000 LFT | 8.21000 188.83| 15.00000 345.00|
CURB, CONCRETE, INTEGRAL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -12
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-02277 924.000 LFT | 5.06000 4675.44| 12.00000 11088.00|
GUTTER, LIP, REMOVE | | |
0021 202-51133 456.000 LFT | 2.56000 1167.36| 2.50000 1140.00|
RAILING, REMOVE | | |
0022 202-51328 LUMP | 150000.00000 150000.00| 282000.00000 282000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0023 202-51368 264.000 SYS | 20.86000 5507.04| 60.00000 15840.00|
SLOPEWALL, REMOVE | | |
0024 202-91385 6.000 EACH | 454.87000 2729.22| 500.00000 3000.00|
INLET, REMOVE | | |
0025 202-93974 1.000 EACH | 3328.33000 3328.33| 3250.00000 3250.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM, REMOVE | | |
0026 202-95027 2.000 EACH | 1538.43000 3076.86| 600.00000 1200.00|
IMPACT ATTENUATOR, REMOVE | | |
0027 202-96133 478.000 LFT | 11.94000 5707.32| 10.00000 4780.00|
PIPE, REMOVE | | |
0028 203-02000 2186.000 CYS | 33.51000 73252.86| 20.00000 43720.00|
EXCAVATION, COMMON | | |
0029 203-02070 3262.000 CYS | 16.33000 53268.46| 20.00000 65240.00|
BORROW | | |
0030 205-06931 101.000 TON | 50.45000 5095.45| 40.00000 4040.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0031 205-06937 550.000 LFT | 1.54000 847.00| 2.20000 1210.00|
TEMPORARY SILT FENCE | | |
0032 206-51230 467.000 CYS | 57.18000 26703.06| 20.00000 9340.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0033 206-93520 1654.000 SFT | 35.27000 58336.58| 25.00000 41350.00|
TEMPORARY SHEET PILING | | |
0034 207-08263 6520.000 SYS | 6.51000 42445.20| 6.00000 39120.00|
SUBGRADE TREATMENT, TYPE IA | | |
0035 211-06467 118.000 CYS | 111.15000 13115.70| 65.00000 7670.00|
AGGREGATE FOR END BENT BACKFILL | | |
0036 211-09264 54.000 CYS | 22.74000 1227.96| 45.00000 2430.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0037 211-09265 92.000 CYS | 20.41000 1877.72| 45.00000 4140.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0038 211-09268 19.000 CYS | 215.71000 4098.49| 125.00000 2375.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0039 302-06464 1364.000 CYS | 65.01000 88673.64| 30.00000 40920.00|
SUBBASE FOR PCCP | | |
0040 302-07455 66.400 CYS | 126.57000 8404.25| 60.00000 3984.00|
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -13
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 303-01180 195.000 TON | 44.55000 8687.25| 25.00000 4875.00|
COMPACTED AGGREGATE, NO. 53 | | |
0042 303-93506 200.000 CYS | 41.00000 8200.00| 20.00000 4000.00|
AGGREGATE, 2 | | |
0043 306-08033 2009.000 SYS | 3.31000 6649.79| 7.00000 14063.00|
MILLING, ASPHALT, 1 IN. | | |
0044 306-08037 213.000 SYS | 6.39000 1361.07| 7.00000 1491.00|
MILLING, ASPHALT, 3 IN. | | |
0045 402-07432 9.000 TON | 138.25000 1244.25| 135.00000 1215.00|
HMA SURFACE, TYPE A | | |
0046 402-07434 464.000 TON | 73.74000 34215.36| 72.00000 33408.00|
HMA SURFACE, TYPE C | | |
0047 402-07439 551.000 TON | 56.33000 31037.83| 55.00000 30305.00|
HMA INTERMEDIATE, TYPE C | | |
0048 402-07440 48.000 TON | 75.78000 3637.44| 74.00000 3552.00|
HMA BASE, TYPE A | | |
0049 402-07442 398.000 TON | 56.33000 22419.34| 55.00000 21890.00|
HMA BASE, TYPE C | | |
0050 406-05520 2.500 TON | 102.41000 256.03| 100.00000 250.00|
ASPHALT FOR TACK COAT | | |
0051 502-06327 1844.000 SYS | 47.11000 86870.84| 45.00000 82980.00|
PCCP, 10 IN. | | |
0052 502-06329 3512.000 SYS | 54.28000 190631.36| 50.00000 175600.00|
PCCP, 12 IN. | | |
0053 503-03489 480.000 EACH | 12.29000 5899.20| 25.00000 12000.00|
RETROFITTED TIE BARS | | |
0054 503-05240 2544.000 LFT | 11.27000 28670.88| 10.00000 25440.00|
D-1 CONTRACTION JOINT | | |
0055 503-05310 136.000 LFT | 182.57000 24829.52| 150.00000 20400.00|
TERMINAL JOINT | | |
0056 601-01522 2.000 EACH | 2034.89000 4069.78| 1987.00000 3974.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0057 601-06035 50.000 LFT | 11.73000 586.50| 11.45000 572.50|
GUARDRAIL, RESET | | |
0058 601-06233 2.000 EACH | 7757.56000 15515.12| 7575.00000 15150.00|
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0059 601-94689 2.000 EACH | 2334.95000 4669.90| 2280.00000 4560.00|
GUARDRAIL END TREATMENT, OS | | |
0060 601-99105 225.000 LFT | 15.62000 3514.50| 15.25000 3431.25|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0061 601-99123 2.000 EACH | 2606.34000 5212.68| 2545.00000 5090.00|
GUARDRAIL TRANSITION, GP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -14
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 602-06729 14.000 EACH | 12.29000 172.06| 14.00000 196.00|
BARRIER DELINEATOR | | |
0063 605-05523 10.000 LFT | 40.96000 409.60| 40.00000 400.00|
CURB, HMA | | |
0064 605-06250 1.100 SYS | 1032.88000 1136.17| 500.00000 550.00|
CENTER CURB, C, CONCRETE | | |
0065 609-06259 456.000 SYS | 86.79000 39576.24| 90.00000 41040.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0066 616-02320 1001.000 SYS | 2.00000 2002.00| 3.00000 3003.00|
GEOTEXTILES | | |
0067 616-06405 640.000 TON | 28.61000 18310.40| 25.00000 16000.00|
RIPRAP, REVETMENT | | |
0068 616-51367 520.000 SYS | 89.72000 46654.40| 65.00000 33800.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0069 616-93772 3.000 EACH | 102.41000 307.23| 300.00000 900.00|
INSPECTION HOLE | | |
0070 621-01004 2.000 EACH | 317.47000 634.94| 525.00000 1050.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0071 621-06545 6.000 TON | 681.03000 4086.18| 550.00000 3300.00|
FERTILIZER | | |
0072 621-06553 331.000 LBS | 5.00000 1655.00| 4.85000 1605.35|
SEED MIXTURE, R | | |
0073 621-06557 331.000 LBS | 2.39000 791.09| 3.35000 1108.85|
SEED MIXTURE, T | | |
0074 621-06565 8.000 TON | 332.83000 2662.64| 325.00000 2600.00|
MULCHING MATERIAL | | |
0075 621-06567 6.800 kGAL | 1.03000 7.00| 1.00000 6.80|
WATER | | |
0076 621-06574 1424.000 SYS | 2.92000 4158.08| 3.56000 5069.44|
SODDING | | |
0077 628-09403 18.000 MOS | 1900.00000 34200.00| 2000.00000 36000.00|
FIELD OFFICE, C | | |
0078 628-09407 18.000 MOS | 280.34000 5046.12| 350.00000 6300.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0079 701-93633 124.000 LFT | 113.11000 14025.64| 120.00000 14880.00|
OVERSIZED PREDRILLED PILE HOLES | | |
0080 701-96089 316.000 LFT | 55.00000 17380.00| 70.00000 22120.00|
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -15
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 701-99086 8.000 EACH | 98.61000 788.88| 125.00000 1000.00|
PILE TIP, STEEL SHELL | | |
0082 702-51005 220.200 CYS | 950.00000 209190.00| 550.00000 121110.00|
CONCRETE, A, SUBSTRUCTURE | | |
0083 702-51015 93.600 CYS | 350.00000 32760.00| 450.00000 42120.00|
CONCRETE, B, FOOTINGS | | |
0084 702-92857 83.400 CYS | 700.00000 58380.00| 650.00000 54210.00|
CONCRETE, C, SUBSTRUCTURE | | |
0085 703-01540 80.000 EACH | 64.61000 5168.80| 20.00000 1600.00|
THREADED TIE BAR ASSEMBLY | | |
0086 703-06028 59136.000 LBS | 0.69000 40803.84| 0.70000 41395.20|
REINFORCING BARS | | |
0087 703-06029 189366.000 LBS | 0.76000 143918.16| 0.80000 151492.80|
REINFORCING BARS, EPOXY COATED | | |
0088 703-97703 166.000 EACH | 18.31000 3039.46| 20.00000 3320.00|
THREADED BAR SPLICE, EPOXY COATED | | |
0089 703-97936 1716.000 EACH | 18.31000 31419.96| 20.00000 34320.00|
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0090 704-51002 632.100 CYS | 550.00000 347655.00| 500.00000 316050.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0091 706-05732 4.000 EACH | 1750.00000 7000.00| 1800.00000 7200.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0092 706-51020 42.000 CYS | 450.00000 18900.00| 600.00000 25200.00|
CONCRETE, C, RAILING | | |
0093 709-51821 LUMP | 12678.77000 12678.77| 12380.40000 12380.40|
SURFACE SEAL | | |
0094 710-09158 60.000 SFT | 118.03000 7081.80| 110.00000 6600.00|
PATCHING CONCRETE STRUCTURES | | |
0095 711-04121 28.000 EACH | 86.43000 2420.04| 75.00000 2100.00|
ANCHOR BOLT, AB1 | | |
0096 711-51038 LUMP | 710000.00000 710000.00| 876000.00000 876000.00|
STRUCTURAL STEEL | | |
0097 711-90114 LUMP | 43450.51000 43450.51| 25000.00000 25000.00|
SUPPORTING SUPERSTRUCTURE | | |
0098 711-96500 LUMP | 9070.38000 9070.38| 24000.00000 24000.00|
TEMPORARY SUPPORT OF BENT CAPS | | |
0099 715-05048 2021.000 LFT | 3.53000 7134.13| 5.00000 10105.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0100 715-05053 264.000 LFT | 18.59000 4907.76| 12.00000 3168.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0101 715-05407 252.000 LFT | 15.46000 3895.92| 20.00000 5040.00|
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -16
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-05597 10.000 LFT | 149.06000 1490.60| 50.00000 500.00|
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0103 715-09064 550.000 LFT | 3.33000 1831.50| 3.25000 1787.50|
VIDEO INSPECTION FOR PIPE | | |
0104 715-46020 1.000 EACH | 739.71000 739.71| 1000.00000 1000.00|
PIPE END SECTION, 24 IN. | | |
0105 718-06529 6.000 EACH | 624.70000 3748.20| 1000.00000 6000.00|
OUTLET PROTECTOR, 2 | | |
0106 718-52610 186.000 CYS | 40.04000 7447.44| 75.00000 13950.00|
AGGREGATE FOR UNDERDRAINS | | |
0107 726-93525 28.000 EACH | 946.35000 26497.80| 1000.00000 28000.00|
BEARING ASSEMBLY, II | | |
0108 727-90308 110.000 LFT | 28.67000 3153.70| 28.00000 3080.00|
EPOXY INJECTION, CRACK PREPARATION | | |
0109 727-90309 1.000 GAL | 81.93000 81.93| 80.00000 80.00|
EPOXY INJECTION, EPOXY MATERIAL | | |
0110 727-93560 LUMP | 409.64000 409.64| 400.00000 400.00|
EPOXY INJECTION, FURNISHING EQUIPMENT | | |
0111 801-03290 14.000 EACH | 229.40000 3211.60| 224.00000 3136.00|
CONSTRUCTION SIGN, C | | |
0112 801-06203 2440.000 LFT | 0.24000 585.60| 0.23000 561.20|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0113 801-06207 8076.000 LFT | 1.01000 8156.76| 0.99000 7995.24|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0114 801-06577 24.000 LFT | 6.27000 150.48| 6.12000 146.88|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0115 801-06625 18.000 EACH | 119.82000 2156.76| 117.00000 2106.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0116 801-06640 39.000 EACH | 149.52000 5831.28| 146.00000 5694.00|
CONSTRUCTION SIGN, A | | |
0117 801-06645 12.000 EACH | 54.28000 651.36| 53.00000 636.00|
CONSTRUCTION SIGN, B | | |
0118 801-06710 270.000 DAY | 0.01000 2.70| 0.01000 2.70|
FLASHING ARROW SIGN | | |
0119 801-06775 LUMP | 95000.00000 95000.00| 40000.00000 40000.00|
MAINTAINING TRAFFIC | | |
0120 801-07118 112.000 LFT | 15.21000 1703.52| 14.85000 1663.20|
BARRICADE, III-A | | |
0121 801-08401 840.000 LFT | 29.35000 24654.00| 35.00000 29400.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -17
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 801-08508 2970.000 LFT | 38.62000 114701.40| 45.00000 133650.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0123 801-09133 2.000 EACH | 5105.14000 10210.28| 4985.00000 9970.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0124 802-05701 187.420 LFT | 11.78000 2207.81| 11.50000 2155.33|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0125 802-07057 220.000 SFT | 26.37000 5801.40| 25.75000 5665.00|
SIGN, PANEL, WITH LEGEND | | |
0126 802-07060 18.000 EACH | 56.33000 1013.94| 55.00000 990.00|
SIGN, SHEET, RELOCATE | | |
0127 802-07153 2.000 EACH | 384.04000 768.08| 375.00000 750.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0128 802-76025 64.000 SFT | 12.29000 786.56| 12.00000 768.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0129 802-76035 63.000 SFT | 13.83000 871.29| 13.50000 850.50|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0130 802-76095 1000.000 LBS | 2.61000 2610.00| 2.55000 2550.00|
STRUCTURAL STEEL, BREAKAWAY | | |
0131 805-01828 1.000 EACH | 102.41000 102.41| 100.00000 100.00|
TRAFFIC SIGNAL HEAD, REALIGN | | |
0132 805-01843 3.000 EACH | 358.44000 1075.32| 350.00000 1050.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0133 805-01893 LUMP | 1536.15000 1536.15| 1500.00000 1500.00|
MAINTAINING TRAFFIC SIGNAL | | |
0134 805-02373 890.000 LFT | 2.05000 1824.50| 2.00000 1780.00|
INTERCONNECT CABLE, FIBER OPTIC | | |
0135 805-06592 1530.000 LFT | 16.39000 25076.70| 16.00000 24480.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0136 805-78205 1.000 EACH | 588.86000 588.86| 575.00000 575.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0137 805-78215 2.000 EACH | 486.45000 972.90| 475.00000 950.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0138 805-78485 180.000 LFT | 1.69000 304.20| 1.65000 297.00|
SIGNAL CABLE, 5C 14GA. | | |
0139 805-78510 4010.000 LFT | 1.48000 5934.80| 1.45000 5814.50|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -18
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 805-78746 630.000 LFT | 6.66000 4195.80| 6.50000 4095.00|
PREFORMED LOOP DETECTORS | | |
0141 805-92504 10.000 EACH | 419.88000 4198.80| 410.00000 4100.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0142 805-92512 14.000 EACH | 634.94000 8889.16| 620.00000 8680.00|
MICROLOOP DETECTOR | | |
0143 807-02370 3.000 EACH | 972.90000 2918.70| 950.00000 2850.00|
LIGHT STRUCTURE, REMOVE AND RESET | | |
0144 807-02428 3.000 EACH | 768.08000 2304.24| 750.00000 2250.00|
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0145 807-03971 502.000 LFT | 5.12000 2570.24| 5.00000 2510.00|
CONDUIT, PVC, 2.50 IN., SCHEDULE 40, | | |
FOR ELECTRIC | | |
0146 807-07580 1443.000 LFT | 6.66000 9610.38| 6.50000 9379.50|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0147 807-86910 4.000 EACH | 51.21000 204.84| 50.00000 200.00|
CONNECTOR KIT, UNFUSED | | |
0148 807-86915 4.000 EACH | 51.21000 204.84| 50.00000 200.00|
CONNECTOR KIT, FUSED | | |
0149 807-86920 12.000 EACH | 15.36000 184.32| 15.00000 180.00|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0150 807-86930 10.000 EACH | 15.36000 153.60| 15.00000 150.00|
INSULATION LINK, NONWATERPROOFED | | |
0151 807-87556 480.000 LFT | 0.77000 369.60| 0.75000 360.00|
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0152 807-95523 2.000 EACH | 13.83000 27.66| 13.50000 27.00|
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0153 808-06701 786.000 LFT | 0.45000 353.70| 0.44000 345.84|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0154 808-06703 1531.000 LFT | 0.45000 688.95| 0.44000 673.64|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0155 808-06705 1081.000 LFT | 0.90000 972.90| 0.88000 951.28|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0156 808-06716 1183.000 LFT | 0.90000 1064.70| 0.88000 1041.04|
LINE, REMOVE | | |
0157 808-75051 2617.000 LFT | 1.29000 3375.93| 1.26000 3297.42|
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 350 -19
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : B -27786-A COUNTIES : HANCOCK
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1618530 |( )
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0158 808-75054 1316.000 LFT | 1.29000 1697.64| 1.26000 1658.16|
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0159 808-75059 172.000 LFT | 1.29000 221.88| 1.26000 216.72|
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0160 808-75067 72.000 LFT | 10.24000 737.28| 10.00000 720.00|
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0161 808-75071 3.000 EACH | 150.54000 451.62| 147.00000 441.00|
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC LANE INDICATION ARROW | | |
0162 808-75073 3.000 EACH | 164.88000 494.64| 161.00000 483.00|
PAVEMENT MESSAGE MARKINGS PREFORMED | | |
PLASTIC, WORD ONLY | | |
0163 808-75245 3181.000 LFT | 0.45000 1431.45| 0.44000 1399.64|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0164 808-75996 43.000 EACH | 22.53000 968.79| 30.00000 1290.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0165 808-75998 51.000 EACH | 25.35000 1292.85| 24.75000 1262.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0166 808-92027 1236.000 LFT | 0.90000 1112.40| 0.88000 1087.68|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0167 808-95933 9.000 LFT | 22.53000 202.77| 22.00000 198.00|
CURB PAINTING, YELLOW | | |
0168 808-98796 69.000 LFT | 4.10000 282.90| 4.00000 276.00|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
SECTION TOTALS | $ 3,618,003.42| $ 3,661,707.72| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,618,003.42| $ 3,661,707.72| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -1
VENDOR RANKING
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REHABILITATION AND WIDENING COMPLETION DATE : 10/18/10
LOCATION : ON SHERMAN DRIVE OVER I-465, 0.17 MILE EAST OF I-65 PROJECT(S) : 0101427
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1609544 SCHUTT-LOOKABILL CO $ 1,080,126.35 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 1,198,100.00 110.9222%
3 90-0177865 HIS CONSTRUCTORS LLC $ 1,207,300.00 111.7740%
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,293,003.45 119.7085%
5 61-1023045 FAULKNER CONSTRUCTION LLC $ 1,497,000.00 138.5949%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -2
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION AND WIDENING
| | |
0001 105-06845 LUMP | 5616.00000 5616.00| 8500.00000 8500.00| 5300.00000 5300.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 338.63000 1015.89| 400.00000 1200.00| 143.00000 429.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 167.09000 6015.24| 150.00000 5400.00| 92.00000 3312.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 54706.00000 54706.00| 55000.00000 55000.00| 58458.60000 58458.60
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 13353.95000 13353.95| 6000.00000 6000.00| 10900.00000 10900.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 167.000 SYS | 11.74000 1960.58| 25.00000 4175.00| 34.00000 5678.00
PAVEMENT REMOVAL | | |
0013 202-02241 1220.000 LFT | 1.03000 1256.60| 2.00000 2440.00| 1.00000 1220.00
GUARDRAIL, REMOVE | | |
0014 202-02277 385.000 LFT | 4.94000 1901.90| 10.00000 3850.00| 7.25000 2791.25
GUTTER, LIP, REMOVE | | |
0015 202-51328 LUMP | 117410.93000 117410.93| 134821.28000 134821.28| 140000.00000 140000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-51368 33.100 SYS | 43.90000 1453.09| 45.00000 1489.50| 81.00000 2681.10
SLOPEWALL, REMOVE | | |
0017 203-02000 318.900 CYS | 52.11000 16617.88| 30.00000 9567.00| 23.00000 7334.70
EXCAVATION, COMMON | | |
0018 206-51230 91.200 CYS | 79.52000 7252.22| 30.00000 2736.00| 119.00000 10852.80
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0019 211-06467 56.600 CYS | 60.00000 3396.00| 75.00000 4245.00| 60.00000 3396.00
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -3
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09266 29.900 CYS | 65.00000 1943.50| 40.00000 1196.00| 56.00000 1674.40
STRUCTURE BACKFILL, TYPE 3 | | |
0021 301-07448 197.800 TON | 25.24000 4992.47| 32.00000 6329.60| 22.00000 4351.60
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 34.400 CYS | 60.00000 2064.00| 120.00000 4128.00| 78.00000 2683.20
DENSE GRADED SUBBASE | | |
0023 303-01180 212.900 TON | 26.20000 5577.98| 20.00000 4258.00| 29.00000 6174.10
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 480.000 SYS | 13.62000 6537.60| 15.00000 7200.00| 11.00000 5280.00
MILLING, TRANSITION | | |
0025 402-07433 130.800 TON | 102.60000 13420.08| 125.00000 16350.00| 96.00000 12556.80
HMA SURFACE, TYPE B | | |
0026 402-07438 50.800 TON | 90.72000 4608.58| 115.00000 5842.00| 85.00000 4318.00
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 134.900 TON | 83.70000 11291.13| 110.00000 14839.00| 78.00000 10522.20
HMA BASE, TYPE B | | |
0028 406-05521 2691.000 SYS | 0.11000 296.01| 0.30000 807.30| 0.15000 403.65
ASPHALT FOR TACK COAT | | |
0029 601-01522 6.000 EACH | 2089.80000 12538.80| 1770.00000 10620.00| 1940.00000 11640.00
GUARDRAIL TRANSITION TYPE TGB | | |
0030 601-94689 4.000 EACH | 2376.00000 9504.00| 2315.00000 9260.00| 2250.00000 9000.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 1112.500 LFT | 16.20000 18022.50| 15.60000 17355.00| 16.00000 17800.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 601-99123 3.000 EACH | 1387.80000 4163.40| 1920.00000 5760.00| 1290.00000 3870.00
GUARDRAIL TRANSITION, GP , REMOVE AND | | |
RESET | | |
0033 602-06729 16.000 EACH | 35.33000 565.28| 14.00000 224.00| 51.00000 816.00
BARRIER DELINEATOR | | |
0034 603-06040 100.000 LFT | 32.40000 3240.00| 15.50000 1550.00| 31.00000 3100.00
FENCE, FARM FIELD, 47 IN. | | |
0035 609-06259 206.800 SYS | 80.65000 16678.42| 100.00000 20680.00| 100.00000 20680.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0036 616-02320 136.600 SYS | 2.00000 273.20| 2.50000 341.50| 6.50000 887.90
GEOTEXTILES | | |
0037 616-06405 6.000 TON | 65.00000 390.00| 120.00000 720.00| 123.00000 738.00
RIPRAP, REVETMENT | | |
0038 616-51367 33.100 SYS | 102.18000 3382.16| 175.00000 5792.50| 490.00000 16219.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0039 619-09423 9165.000 SFT | 4.32000 39592.80| 4.00000 36660.00| 4.10000 37576.50
CLEAN STEEL BRIDGE, TYPE 1, QP-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -4
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 619-09434 9165.000 SFT | 9.07000 83126.55| 8.40000 76986.00| 8.60000 78819.00
PAINT STEEL BRIDGE, TYPE 1 | | |
0041 628-09402 12.000 MOS | 1574.91000 18898.92| 2000.00000 24000.00| 2300.00000 27600.00
FIELD OFFICE, B | | |
0042 702-51005 66.600 CYS | 643.69000 42869.75| 900.00000 59940.00| 1220.00000 81252.00
CONCRETE, A, SUBSTRUCTURE | | |
0043 702-51863 239.000 EACH | 9.00000 2151.00| 10.00000 2390.00| 11.00000 2629.00
FIELD DRILLED HOLE IN CONCRETE | | |
0044 703-06028 4747.000 LBS | 0.70000 3322.90| 1.00000 4747.00| 0.90000 4272.30
REINFORCING BARS | | |
0045 703-06029 87298.000 LBS | 0.76000 66346.48| 0.80000 69838.40| 0.95000 82933.10
REINFORCING BARS, EPOXY COATED | | |
0046 704-51002 264.400 CYS | 463.85000 122641.94| 700.00000 185080.00| 710.00000 187724.00
CONCRETE, C, SUPERSTRUCTURE | | |
0047 706-06339 536.000 LFT | 54.00000 28944.00| 66.75000 35778.00| 52.00000 27872.00
RAILING, PF-1 | | |
0048 706-06351 4.000 EACH | 2000.00000 8000.00| 1800.00000 7200.00| 1700.00000 6800.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0049 706-51020 32.000 CYS | 660.16000 21125.12| 730.00000 23360.00| 790.00000 25280.00
CONCRETE, C, RAILING | | |
0050 709-51821 LUMP | 6527.52000 6527.52| 6100.00000 6100.00| 6100.00000 6100.00
SURFACE SEAL | | |
0051 711-04297 238.000 SQIN | 7.17000 1706.46| 10.00000 2380.00| 6.50000 1547.00
STRUCTURAL STEEL, FIELD CUT | | |
0052 711-51038 LUMP | 120396.00000 120396.00| 125950.00000 125950.00| 109500.00000 109500.00
STRUCTURAL STEEL | | |
0053 711-51864 560.000 EACH | 23.46000 13137.60| 21.00000 11760.00| 21.50000 12040.00
DRILLED HOLE | | |
0054 711-51877 LUMP | 1926.00000 1926.00| 8000.00000 8000.00| 5700.00000 5700.00
JACKING AND SUPPORTING BEAMS , BENT NO. | | |
5 | | |
0055 711-51877 LUMP | 15994.00000 15994.00| 23000.00000 23000.00| 18500.00000 18500.00
JACKING AND SUPPORTING BEAMS , PIER NO. | | |
2 AND PIER NO. 4 | | |
0056 711-91149 LUMP | 5616.00000 5616.00| 6600.00000 6600.00| 5300.00000 5300.00
STRAIGHTEN STEEL BEAM | | |
0057 711-96800 2574.000 EACH | 3.35000 8622.90| 3.10000 7979.40| 3.20000 8236.80
STUD SHEAR CONNECTORS | | |
0058 715-05407 102.000 LFT | 9.00000 918.00| 8.00000 816.00| 12.50000 1275.00
PIPE, END BENT DRAIN, 6 IN. | | |
0059 720-01894 4.000 EACH | 1.00000 4.00| 350.00000 1400.00| 1015.00000 4060.00
CASTING, FURNISH AND ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -5
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-1917625 |( 3 ) 90-0177865
|SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 720-45025 4.000 EACH | 2100.67000 8402.68| 2350.00000 9400.00| 1500.00000 6000.00
INLET, D6 | | |
0061 801-01093 8.000 EACH | 750.60000 6004.80| 1100.00000 8800.00| 700.00000 5600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0062 801-03290 4.000 EACH | 167.40000 669.60| 249.00000 996.00| 158.00000 632.00
CONSTRUCTION SIGN, C | | |
0063 801-04308 4.000 EACH | 426.60000 1706.40| 225.00000 900.00| 400.00000 1600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 25.000 EACH | 70.20000 1755.00| 89.00000 2225.00| 67.00000 1675.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 20.000 EACH | 135.00000 2700.00| 124.00000 2480.00| 128.00000 2560.00
CONSTRUCTION SIGN, A | | |
0066 801-06645 10.000 EACH | 70.20000 702.00| 45.00000 450.00| 66.00000 660.00
CONSTRUCTION SIGN, B | | |
0067 801-06775 LUMP | 40106.70000 40106.70| 41000.00000 41000.00| 22900.00000 22900.00
MAINTAINING TRAFFIC | | |
0068 801-07118 48.000 LFT | 9.72000 466.56| 12.00000 576.00| 9.20000 441.60
BARRICADE, III-A | | |
0069 801-07119 48.000 LFT | 12.96000 622.08| 14.00000 672.00| 12.30000 590.40
BARRICADE, III-B | | |
0070 801-08508 814.000 LFT | 64.24000 52291.36| 45.00000 36630.00| 53.00000 43142.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0071 808-06713 1408.000 LFT | 0.49000 689.92| 0.47000 661.76| 0.50000 704.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 1408.000 LFT | 0.49000 689.92| 0.47000 661.76| 0.50000 704.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 1,080,126.35| $ 1,198,100.00| $ 1,207,300.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,080,126.35| $ 1,198,100.00| $ 1,207,300.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -6
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION AND WIDENING
| | |
0001 105-06845 LUMP | 8500.00000 8500.00| 3200.00000 3200.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 350.00000 1050.00| 500.00000 1500.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 75.00000 2700.00| 120.00000 4320.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 64650.17000 64650.17| 71285.71000 71285.71|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6465.01000 6465.01| 48750.00000 48750.00|
CLEARING RIGHT OF WAY | | |
0012 202-02240 167.000 SYS | 40.00000 6680.00| 10.00000 1670.00|
PAVEMENT REMOVAL | | |
0013 202-02241 1220.000 LFT | 0.95000 1159.00| 2.40000 2928.00|
GUARDRAIL, REMOVE | | |
0014 202-02277 385.000 LFT | 15.00000 5775.00| 6.00000 2310.00|
GUTTER, LIP, REMOVE | | |
0015 202-51328 LUMP | 235000.00000 235000.00| 187702.99000 187702.99|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-51368 33.100 SYS | 60.00000 1986.00| 40.00000 1324.00|
SLOPEWALL, REMOVE | | |
0017 203-02000 318.900 CYS | 40.00000 12756.00| 33.00000 10523.70|
EXCAVATION, COMMON | | |
0018 206-51230 91.200 CYS | 40.00000 3648.00| 33.00000 3009.60|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0019 211-06467 56.600 CYS | 75.00000 4245.00| 45.00000 2547.00|
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -7
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09266 29.900 CYS | 90.00000 2691.00| 45.00000 1345.50|
STRUCTURE BACKFILL, TYPE 3 | | |
0021 301-07448 197.800 TON | 25.00000 4945.00| 24.20000 4786.76|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 34.400 CYS | 90.00000 3096.00| 45.00000 1548.00|
DENSE GRADED SUBBASE | | |
0023 303-01180 212.900 TON | 25.00000 5322.50| 9.20000 1958.68|
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 480.000 SYS | 15.00000 7200.00| 7.65000 3672.00|
MILLING, TRANSITION | | |
0025 402-07433 130.800 TON | 95.00000 12426.00| 106.00000 13864.80|
HMA SURFACE, TYPE B | | |
0026 402-07438 50.800 TON | 84.00000 4267.20| 84.00000 4267.20|
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 134.900 TON | 77.50000 10454.75| 77.50000 10454.75|
HMA BASE, TYPE B | | |
0028 406-05521 2691.000 SYS | 0.10000 269.10| 0.10000 269.10|
ASPHALT FOR TACK COAT | | |
0029 601-01522 6.000 EACH | 1935.00000 11610.00| 1800.00000 10800.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0030 601-94689 4.000 EACH | 2200.00000 8800.00| 2500.00000 10000.00|
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 1112.500 LFT | 15.00000 16687.50| 17.00000 18912.50|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 601-99123 3.000 EACH | 1285.00000 3855.00| 900.00000 2700.00|
GUARDRAIL TRANSITION, GP , REMOVE AND | | |
RESET | | |
0033 602-06729 16.000 EACH | 14.00000 224.00| 7.00000 112.00|
BARRIER DELINEATOR | | |
0034 603-06040 100.000 LFT | 30.00000 3000.00| 36.00000 3600.00|
FENCE, FARM FIELD, 47 IN. | | |
0035 609-06259 206.800 SYS | 90.00000 18612.00| 110.75000 22903.10|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0036 616-02320 136.600 SYS | 4.00000 546.40| 5.00000 683.00|
GEOTEXTILES | | |
0037 616-06405 6.000 TON | 50.00000 300.00| 100.00000 600.00|
RIPRAP, REVETMENT | | |
0038 616-51367 33.100 SYS | 125.00000 4137.50| 430.00000 14233.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0039 619-09423 9165.000 SFT | 4.00000 36660.00| 4.00000 36660.00|
CLEAN STEEL BRIDGE, TYPE 1, QP-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -8
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 619-09434 9165.000 SFT | 8.40000 76986.00| 8.40000 76986.00|
PAINT STEEL BRIDGE, TYPE 1 | | |
0041 628-09402 12.000 MOS | 2000.00000 24000.00| 1600.00000 19200.00|
FIELD OFFICE, B | | |
0042 702-51005 66.600 CYS | 900.00000 59940.00| 826.33000 55033.58|
CONCRETE, A, SUBSTRUCTURE | | |
0043 702-51863 239.000 EACH | 20.00000 4780.00| 20.00000 4780.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0044 703-06028 4747.000 LBS | 0.80000 3797.60| 0.54000 2563.38|
REINFORCING BARS | | |
0045 703-06029 87298.000 LBS | 0.90000 78568.20| 0.63000 54997.74|
REINFORCING BARS, EPOXY COATED | | |
0046 704-51002 264.400 CYS | 600.00000 158640.00| 605.67000 160139.15|
CONCRETE, C, SUPERSTRUCTURE | | |
0047 706-06339 536.000 LFT | 50.00000 26800.00| 59.00000 31624.00|
RAILING, PF-1 | | |
0048 706-06351 4.000 EACH | 2876.60000 11506.40| 2500.00000 10000.00|
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0049 706-51020 32.000 CYS | 750.00000 24000.00| 757.88000 24252.16|
CONCRETE, C, RAILING | | |
0050 709-51821 LUMP | 6044.00000 6044.00| 6044.00000 6044.00|
SURFACE SEAL | | |
0051 711-04297 238.000 SQIN | 6.40000 1523.20| 6.40000 1523.20|
STRUCTURAL STEEL, FIELD CUT | | |
0052 711-51038 LUMP | 111000.00000 111000.00| 165957.80000 165957.80|
STRUCTURAL STEEL | | |
0053 711-51864 560.000 EACH | 20.95000 11732.00| 21.00000 11760.00|
DRILLED HOLE | | |
0054 711-51877 LUMP | 10000.00000 10000.00| 50250.00000 50250.00|
JACKING AND SUPPORTING BEAMS , BENT NO. | | |
5 | | |
0055 711-51877 LUMP | 20000.00000 20000.00| 63200.00000 63200.00|
JACKING AND SUPPORTING BEAMS , PIER NO. | | |
2 AND PIER NO. 4 | | |
0056 711-91149 LUMP | 12000.00000 12000.00| 5200.00000 5200.00|
STRAIGHTEN STEEL BEAM | | |
0057 711-96800 2574.000 EACH | 3.10000 7979.40| 3.10000 7979.40|
STUD SHEAR CONNECTORS | | |
0058 715-05407 102.000 LFT | 20.00000 2040.00| 15.00000 1530.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0059 720-01894 4.000 EACH | 600.00000 2400.00| 350.00000 1400.00|
CASTING, FURNISH AND ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 360 -9
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : B -28915-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 61-1023045 |( )
|AMERICAN CONTRACTING & SERVI |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 720-45025 4.000 EACH | 1500.00000 6000.00| 1650.00000 6600.00|
INLET, D6 | | |
0061 801-01093 8.000 EACH | 1100.00000 8800.00| 695.00000 5560.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0062 801-03290 4.000 EACH | 249.00000 996.00| 165.00000 660.00|
CONSTRUCTION SIGN, C | | |
0063 801-04308 4.000 EACH | 225.00000 900.00| 395.00000 1580.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 25.000 EACH | 89.00000 2225.00| 65.00000 1625.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 20.000 EACH | 124.00000 2480.00| 125.00000 2500.00|
CONSTRUCTION SIGN, A | | |
0066 801-06645 10.000 EACH | 45.00000 450.00| 65.00000 650.00|
CONSTRUCTION SIGN, B | | |
0067 801-06775 LUMP | 40000.00000 40000.00| 185750.00000 185750.00|
MAINTAINING TRAFFIC | | |
0068 801-07118 48.000 LFT | 12.00000 576.00| 9.00000 432.00|
BARRICADE, III-A | | |
0069 801-07119 48.000 LFT | 14.00000 672.00| 12.00000 576.00|
BARRICADE, III-B | | |
0070 801-08508 814.000 LFT | 80.00000 65120.00| 38.00000 30932.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0071 808-06713 1408.000 LFT | 0.47000 661.76| 0.45000 633.60|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 1408.000 LFT | 0.47000 661.76| 0.45000 633.60|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 1,293,003.45| $ 1,497,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,293,003.45| $ 1,497,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -1
VENDOR RANKING
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/15/10
LOCATION : ON US 33, 3.24 MILES NORTH OF US 30 OVER BENWARD DITCH PROJECT(S) : 9301020
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 1,186,827.00 100.0000%
2 35-1817530 PIONEER ASSOCIATES INC $ 1,199,892.50 101.1009%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,210,638.00 102.0063%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -2
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1817530 |( 3 ) 35-1065659
|HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 7400.00000 7400.00| 4500.00000 4500.00| 15000.00000 15000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 170.00000 340.00| 210.00000 420.00| 80.00000 160.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 85.00000 1020.00| 135.00000 1620.00| 36.00000 432.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 33800.00000 33800.00| 35000.00000 35000.00| 58500.00000 58500.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 17000.00000 17000.00
CLEARING RIGHT OF WAY | | |
0012 202-01000 LUMP | 3500.00000 3500.00| 1500.00000 1500.00| 200.00000 200.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 2 | | |
0013 202-02240 1173.000 m2 | 17.00000 19941.00| 20.00000 23460.00| 15.00000 17595.00
PAVEMENT REMOVAL | | |
0014 202-02241 146.000 m | 21.50000 3139.00| 17.00000 2482.00| 16.00000 2336.00
GUARDRAIL, REMOVE | | |
0015 202-02637 17.000 m | 75.00000 1275.00| 45.00000 765.00| 100.00000 1700.00
PIPE, ABANDON AND GROUT | | |
0016 202-51330 LUMP | 17000.00000 17000.00| 16500.00000 16500.00| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE | | |
0017 202-74035 3.000 EACH | 170.00000 510.00| 55.00000 165.00| 25.00000 75.00
SIGN, REMOVE | | |
0018 203-02000 764.000 m3 | 44.25000 33807.00| 18.00000 13752.00| 30.00000 22920.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -3
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1817530 |( 3 ) 35-1065659
|HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02070 639.000 m3 | 28.00000 17892.00| 19.00000 12141.00| 10.00000 6390.00
BORROW | | |
0020 205-06931 72.000 Mg | 28.00000 2016.00| 70.00000 5040.00| 55.00000 3960.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06933 3.000 EACH | 128.00000 384.00| 135.00000 405.00| 125.00000 375.00
TEMPORARY DITCH INLET PROTECTION | | |
0022 205-06937 305.000 m | 6.50000 1982.50| 7.00000 2135.00| 6.35000 1936.75
TEMPORARY SILT FENCE | | |
0023 205-09543 19.000 Mg | 24.00000 456.00| 40.00000 760.00| 20.00000 380.00
NO 2 STONE | | |
0024 207-08263 3037.000 m2 | 6.00000 18222.00| 24.00000 72888.00| 6.00000 18222.00
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08267 3304.000 m2 | 18.00000 59472.00| 10.00000 33040.00| 10.50000 34692.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0026 211-09264 273.000 m3 | 43.25000 11807.25| 50.00000 13650.00| 35.00000 9555.00
STRUCTURE BACKFILL, TYPE 1 | | |
0027 211-09265 461.000 m3 | 55.00000 25355.00| 50.00000 23050.00| 50.00000 23050.00
STRUCTURE BACKFILL, TYPE 2 | | |
0028 211-09266 89.000 m3 | 52.00000 4628.00| 65.00000 5785.00| 65.00000 5785.00
STRUCTURE BACKFILL, TYPE 3 | | |
0029 301-07448 1716.000 Mg | 15.50000 26598.00| 18.00000 30888.00| 25.00000 42900.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 303-08210 99.000 Mg | 40.00000 3960.00| 6.00000 594.00| 22.00000 2178.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0031 306-08033 1952.000 m2 | 2.75000 5368.00| 3.00000 5856.00| 3.00000 5856.00
MILLING, ASPHALT, 25 mm | | |
0032 306-08043 270.000 m2 | 7.50000 2025.00| 3.00000 810.00| 3.50000 945.00
MILLING, TRANSITION | | |
0033 402-07432 187.000 Mg | 76.50000 14305.50| 74.00000 13838.00| 70.00000 13090.00
HMA SURFACE, TYPE A | | |
0034 402-07433 230.000 Mg | 76.50000 17595.00| 68.00000 15640.00| 63.00000 14490.00
HMA SURFACE, TYPE B | | |
0035 402-07438 383.000 Mg | 61.50000 23554.50| 54.00000 20682.00| 50.00000 19150.00
HMA INTERMEDIATE, TYPE B | | |
0036 402-07440 459.000 Mg | 51.00000 23409.00| 54.00000 24786.00| 50.00000 22950.00
HMA BASE, TYPE A | | |
0037 402-07441 1225.000 Mg | 51.00000 62475.00| 50.00000 61250.00| 46.00000 56350.00
HMA BASE, TYPE B | | |
0038 402-07784 355.000 Mg | 77.00000 27335.00| 65.00000 23075.00| 62.00000 22010.00
HMA SURFACE, TYPE D | | |
0039 402-07785 645.000 Mg | 61.50000 39667.50| 54.00000 34830.00| 49.00000 31605.00
HMA INTERMEDIATE, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -4
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1817530 |( 3 ) 35-1065659
|HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 402-07786 1574.000 Mg | 51.00000 80274.00| 50.00000 78700.00| 46.00000 72404.00
HMA BASE, TYPE D | | |
0041 404-05514 141.000 m2 | 6.00000 846.00| 20.00000 2820.00| 10.00000 1410.00
SEAL COAT, 5 | | |
0042 406-05520 6.000 Mg | 51.00000 306.00| 60.00000 360.00| 50.00000 300.00
ASPHALT FOR TACK COAT | | |
0043 601-01270 61.000 m | 35.00000 2135.00| 42.00000 2562.00| 38.00000 2318.00
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0044 601-01625 1.000 EACH | 1635.00000 1635.00| 1835.00000 1835.00| 1700.00000 1700.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0045 601-01846 1.000 EACH | 1738.00000 1738.00| 1945.00000 1945.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0046 601-06854 2.000 EACH | 2690.00000 5380.00| 2160.00000 4320.00| 2000.00000 4000.00
GUARDRAIL, W-BEAM, NESTED TEMPORARY | | |
0047 601-94689 2.000 EACH | 2620.00000 5240.00| 3100.00000 6200.00| 2700.00000 5400.00
GUARDRAIL END TREATMENT, OS | | |
0048 601-97080 4.000 EACH | 2350.00000 9400.00| 2270.00000 9080.00| 2100.00000 8400.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0049 601-99105 132.000 m | 58.50000 7722.00| 60.00000 7920.00| 54.00000 7128.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0050 610-07486 139.000 Mg | 102.25000 14212.75| 70.00000 9730.00| 66.00000 9174.00
HMA FOR APPROACHES, TYPE A | | |
0051 610-07487 318.000 Mg | 102.25000 32515.50| 87.00000 27666.00| 83.00000 26394.00
HMA FOR APPROACHES, TYPE B | | |
0052 611-08232 9.000 EACH | 255.50000 2299.50| 200.00000 1800.00| 175.00000 1575.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0053 615-06490 4.000 EACH | 138.00000 552.00| 160.00000 640.00| 150.00000 600.00
RIGHT OF WAY MARKER | | |
0054 615-06505 2.000 EACH | 870.00000 1740.00| 600.00000 1200.00| 500.00000 1000.00
MONUMENT, B | | |
0055 615-06510 1.000 EACH | 615.00000 615.00| 430.00000 430.00| 400.00000 400.00
MONUMENT, C | | |
0056 616-02320 355.000 m2 | 7.50000 2662.50| 5.00000 1775.00| 1.25000 443.75
GEOTEXTILES | | |
0057 616-06405 408.000 Mg | 26.25000 10710.00| 18.00000 7344.00| 28.00000 11424.00
RIPRAP, REVETMENT | | |
0058 616-07656 56.000 Mg | 35.25000 1974.00| 18.00000 1008.00| 28.00000 1568.00
RIPRAP | | |
0059 621-01004 2.000 EACH | 535.00000 1070.00| 600.00000 1200.00| 525.00000 1050.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -5
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1817530 |( 3 ) 35-1065659
|HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-01597 64.000 m2 | 7.00000 448.00| 8.00000 512.00| 6.94000 444.16
EROSION CONTROL, MAT | | |
0061 621-01956 37.000 kg | 16.75000 619.75| 18.00000 666.00| 16.38000 606.06
SEED MIXTURE, LEGUME, 1 | | |
0062 621-06545 0.100 Mg | 2530.00000 253.00| 2700.00000 270.00| 2700.00000 270.00
FERTILIZER | | |
0063 621-06553 53.000 kg | 8.50000 450.50| 10.00000 530.00| 8.45000 447.85
SEED MIXTURE, R | | |
0064 621-06557 16.000 kg | 44.00000 704.00| 50.00000 800.00| 50.00000 800.00
SEED MIXTURE, T | | |
0065 621-06565 2.000 Mg | 545.00000 1090.00| 575.00000 1150.00| 533.00000 1066.00
MULCHING MATERIAL | | |
0066 621-06567 110.000 kL | 1.00000 110.00| 1.00000 110.00| 1.00000 110.00
WATER | | |
0067 621-06574 182.000 m2 | 3.25000 591.50| 4.00000 728.00| 3.17000 576.94
SODDING | | |
0068 621-06575 4866.000 m2 | 3.25000 15814.50| 4.00000 19464.00| 3.17000 15425.22
SODDING, NURSERY | | |
0069 628-09401 6.000 MOS | 1170.00000 7020.00| 2600.00000 15600.00| 1700.00000 10200.00
FIELD OFFICE, A | | |
0070 713-51335 LUMP | 137900.00000 137900.00| 212000.00000 212000.00| 218969.71000 218969.71
TEMPORARY BRIDGE AND APPROACHES | | |
0071 714-09726 11.000 m2 | 375.00000 4125.00| 85.00000 935.00| 650.00000 7150.00
HEADWALL | | |
0072 715-05048 335.000 m | 23.50000 7872.50| 35.00000 11725.00| 28.00000 9380.00
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0073 715-05049 30.000 m | 56.50000 1695.00| 50.00000 1500.00| 15.00000 450.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0074 715-05051 30.000 m | 70.00000 2100.00| 60.00000 1800.00| 15.00000 450.00
PIPE, TYPE 4, CIRCULAR, 250 mm | | |
0075 715-05053 67.000 m | 70.00000 4690.00| 40.00000 2680.00| 35.00000 2345.00
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0076 715-05123 28.000 m | 270.00000 7560.00| 290.00000 8120.00| 175.00000 4900.00
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0077 715-05151 132.000 m | 125.00000 16500.00| 100.00000 13200.00| 90.00000 11880.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0078 715-05169 61.000 m | 150.00000 9150.00| 105.00000 6405.00| 90.00000 5490.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0079 715-46005 7.000 EACH | 720.00000 5040.00| 195.00000 1365.00| 225.00000 1575.00
PIPE END SECTION, 375 mm | | |
0080 715-46020 1.000 EACH | 895.00000 895.00| 275.00000 275.00| 475.00000 475.00
PIPE END SECTION, 600 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -6
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1817530 |( 3 ) 35-1065659
|HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 718-06529 8.000 EACH | 255.00000 2040.00| 500.00000 4000.00| 675.00000 5400.00
OUTLET PROTECTOR, 2 | | |
0082 718-52610 81.000 m3 | 48.00000 3888.00| 60.00000 4860.00| 35.00000 2835.00
AGGREGATE FOR UNDERDRAINS | | |
0083 720-45030 2.000 EACH | 1705.00000 3410.00| 1500.00000 3000.00| 2000.00000 4000.00
INLET, E7 | | |
0084 720-45035 1.000 EACH | 1705.00000 1705.00| 1500.00000 1500.00| 2000.00000 2000.00
INLET, F7 | | |
0085 723-07105 27.300 m | 6140.00000 167622.00| 4725.00000 128992.50| 4887.00000 133415.10
STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | |
X 3050 mm | | |
0086 723-08608 91.000 m2 | 630.00000 57330.00| 490.00000 44590.00| 500.00000 45500.00
WINGWALL | | |
0087 801-03290 6.000 EACH | 151.25000 907.50| 160.00000 960.00| 148.00000 888.00
CONSTRUCTION SIGN, C | | |
0088 801-04308 2.000 EACH | 340.00000 680.00| 350.00000 700.00| 330.00000 660.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0089 801-06203 1320.000 m | 0.65000 858.00| 1.00000 1320.00| 0.67000 884.40
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0090 801-06207 2286.000 m | 3.25000 7429.50| 4.00000 9144.00| 3.22000 7360.92
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0091 801-06640 31.000 EACH | 105.25000 3262.75| 110.00000 3410.00| 103.00000 3193.00
CONSTRUCTION SIGN, A | | |
0092 801-06645 26.000 EACH | 51.00000 1326.00| 50.00000 1300.00| 50.00000 1300.00
CONSTRUCTION SIGN, B | | |
0093 801-06649 36.000 EACH | 4.50000 162.00| 5.00000 180.00| 4.50000 162.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0094 801-06775 LUMP | 4500.00000 4500.00| 7000.00000 7000.00| 30000.00000 30000.00
MAINTAINING TRAFFIC | | |
0095 801-07118 29.000 m | 27.50000 797.50| 95.00000 2755.00| 27.00000 783.00
BARRICADE, III-A | | |
0096 801-07119 33.000 m | 31.50000 1039.50| 110.00000 3630.00| 31.00000 1023.00
BARRICADE, III-B | | |
0097 802-05702 10.000 m | 42.00000 420.00| 105.00000 1050.00| 98.00000 980.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0098 802-76025 3.000 m2 | 205.00000 615.00| 300.00000 900.00| 278.00000 834.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0099 804-06725 6.000 EACH | 27.50000 165.00| 30.00000 180.00| 29.00000 174.00
DELINEATOR WITH POST, D1, 75 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 370 -7
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : B -29038-A COUNTIES : ALLEN
LETTING DATE : 10/07/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1817530 |( 3 ) 35-1065659
|HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 804-06745 78.000 EACH | 28.50000 2223.00| 35.00000 2730.00| 31.00000 2418.00
DELINEATOR WITH POST, D2, 75 mm X 200 m | | |
0101 804-06770 16.000 EACH | 25.50000 408.00| 30.00000 480.00| 27.00000 432.00
DELINEATOR POST | | |
0102 804-76420 2.000 EACH | 138.00000 276.00| 90.00000 180.00| 85.00000 170.00
MARKER TYPE 3, (W59 L) WITH POST | | |
0103 804-76425 2.000 EACH | 138.00000 276.00| 90.00000 180.00| 85.00000 170.00
MARKER TYPE 3, (W59 R) WITH POST | | |
0104 805-96014 15.000 m | 17.00000 255.00| 10.00000 150.00| 10.00000 150.00
SAW CUT, FULL DEPTH | | |
0105 808-06712 113.000 m | 1.00000 113.00| 1.00000 113.00| 0.75000 84.75
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0106 808-06713 975.000 m | 1.00000 975.00| 1.00000 975.00| 0.75000 731.25
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0107 808-06716 270.000 m | 2.00000 540.00| 2.00000 540.00| 1.96000 529.20
LINE, REMOVE | | |
0108 808-06726 18.000 m | 9.00000 162.00| 10.00000 180.00| 8.92000 160.56
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
600 mm | | |
0109 808-75998 22.000 EACH | 70.00000 1540.00| 55.00000 1210.00| 50.29000 1106.38
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,186,827.00| $ 1,199,892.50| $ 1,210,638.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,186,827.00| $ 1,199,892.50| $ 1,210,638.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 08/06/10
LOCATION : ON ROCKPORT ROAD OVER BRANCH OF CLEAR CREEK PROJECT(S) : 0301007
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 798,186.35 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 830,771.75 104.0824%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 837,961.68 104.9832%
4 35-1801998 CLR INC $ 859,484.32 107.6797%
5 35-1385672 FORCE CONSTRUCTION CO INC $ 861,774.05 107.9665%
6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 874,433.02 109.5525%
7 35-1310611 DUNCAN ROBERTSON INC $ 879,412.89 110.1764%
8 35-1673827 H E HENDERSON INC $ 911,306.91 114.1722%
9 31-0817881 BAKER CONCRETE CONSTRUCTION INC $ 915,468.09 114.6935%
10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 941,737.91 117.9847%
11 35-1636776 LINKEL COMPANY $ 1,519,349.00 190.3502%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -2
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, OTHER
| | |
0001 105-06845 LUMP | 19500.00000 19500.00| 12000.00000 12000.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 48000.00000 48000.00| 42350.00000 42350.00| 43000.00000 43000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 18000.00000 18000.00| 25000.00000 25000.00| 12000.00000 12000.00
CLEARING RIGHT OF WAY | | |
0010 202-02241 200.000 LFT | 5.50000 1100.00| 10.00000 2000.00| 6.00000 1200.00
GUARDRAIL, REMOVE | | |
0011 202-04089 4.000 EACH | 80.00000 320.00| 36.00000 144.00| 40.00000 160.00
SIGN, SHEET, REMOVE , AND POST | | |
0012 202-51330 LUMP | 50000.00000 50000.00| 55000.00000 55000.00| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 5752.000 CYS | 11.00000 63272.00| 4.00000 23008.00| 9.50000 54644.00
EXCAVATION, COMMON | | |
0014 203-02000 355.000 CYS | 5.00000 1775.00| 5.25000 1863.75| 11.00000 3905.00
EXCAVATION, COMMON UNDISTRIBUTED | | |
0015 203-02010 90.000 CYS | 97.00000 8730.00| 105.00000 9450.00| 165.00000 14850.00
EXCAVATION, ROCK | | |
0016 203-02010 200.000 CYS | 55.00000 11000.00| 85.00000 17000.00| 150.00000 30000.00
EXCAVATION, ROCK UNDISTRIBUTED | | |
0017 203-02070 2490.000 CYS | 12.00000 29880.00| 6.50000 16185.00| 13.20000 32868.00
BORROW | | |
0018 203-02070 426.000 CYS | 13.00000 5538.00| 8.00000 3408.00| 13.00000 5538.00
BORROW UNDISTRIBUTED | | |
0019 203-51223 184.000 CYS | 10.00000 1840.00| 21.00000 3864.00| 18.00000 3312.00
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -3
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 204-08415 3.000 EACH | 160.00000 480.00| 275.00000 825.00| 300.00000 900.00
STAKES, SETTLEMENT | | |
0021 205-02770 4970.000 SYS | 1.25000 6212.50| 1.25000 6212.50| 1.40000 6958.00
EROSION CONTROL BLANKET | | |
0022 205-06931 4.000 TON | 50.00000 200.00| 110.00000 440.00| 100.00000 400.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06932 42.000 LFT | 25.00000 1050.00| 10.50000 441.00| 11.50000 483.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 205-06937 758.000 LFT | 2.00000 1516.00| 1.75000 1326.50| 1.80000 1364.40
TEMPORARY SILT FENCE | | |
0025 205-06938 87.000 LFT | 16.00000 1392.00| 15.00000 1305.00| 42.00000 3654.00
TEMPORARY SLOPE DRAIN | | |
0026 206-51215 7.000 CYS | 110.00000 770.00| 250.00000 1750.00| 400.00000 2800.00
EXCAVATION, X UNDISTRIBUTED | | |
0027 207-08263 4625.000 SYS | 4.00000 18500.00| 4.00000 18500.00| 6.80000 31450.00
SUBGRADE TREATMENT, TYPE IA MODIFIED | | |
0028 207-08267 769.000 SYS | 11.00000 8459.00| 10.50000 8074.50| 9.00000 6921.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 48.000 CYS | 35.00000 1680.00| 125.00000 6000.00| 80.00000 3840.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 183.000 CYS | 27.00000 4941.00| 37.00000 6771.00| 33.00000 6039.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 215-07043 1065.000 SYS | 6.00000 6390.00| 4.00000 4260.00| 11.00000 11715.00
CHEMICAL MODIFICATION, SOILS | | |
UNDISTRIBUTED | | |
0032 301-07448 584.000 TON | 10.00000 5840.00| 16.00000 9344.00| 16.00000 9344.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 30.000 CYS | 60.00000 1800.00| 92.00000 2760.00| 55.00000 1650.00
DENSE GRADED SUBBASE | | |
0034 402-07433 312.000 TON | 64.00000 19968.00| 62.00000 19344.00| 58.00000 18096.00
HMA SURFACE, TYPE B | | |
0035 402-07438 525.000 TON | 50.00000 26250.00| 48.00000 25200.00| 50.00000 26250.00
HMA INTERMEDIATE, TYPE B | | |
0036 402-07441 1730.000 TON | 43.00000 74390.00| 40.50000 70065.00| 47.00000 81310.00
HMA BASE, TYPE B | | |
0037 406-05521 13120.000 SYS | 0.10000 1312.00| 0.10000 1312.00| 0.15000 1968.00
ASPHALT FOR TACK COAT | | |
0038 601-01700 1.000 EACH | 1900.00000 1900.00| 1800.00000 1800.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 Modified | | |
0039 601-01740 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| 2000.00000 4000.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -4
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-06374 4.000 EACH | 1000.00000 4000.00| 820.00000 3280.00| 870.00000 3480.00
GUARDRAIL TRANSITION, TGS-1 | | |
0041 601-94689 1.000 EACH | 2500.00000 2500.00| 2350.00000 2350.00| 2600.00000 2600.00
GUARDRAIL END TREATMENT, OS | | |
0042 601-99105 118.750 LFT | 22.00000 2612.50| 16.00000 1900.00| 16.50000 1959.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 605-06140 240.000 LFT | 23.50000 5640.00| 23.25000 5580.00| 16.00000 3840.00
CURB AND GUTTER, CONCRETE | | |
0044 605-06155 172.000 LFT | 23.50000 4042.00| 30.15000 5185.80| 17.00000 2924.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0045 605-09131 5.000 LFT | 57.00000 285.00| 193.00000 965.00| 92.00000 460.00
CURB AND GUTTER TURNOUT CONCRETE | | |
0046 609-06259 177.000 SYS | 60.00000 10620.00| 88.00000 15576.00| 52.00000 9204.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0047 610-07487 393.000 TON | 80.00000 31440.00| 78.00000 30654.00| 75.00000 29475.00
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 2.000 EACH | 120.00000 240.00| 200.00000 400.00| 220.00000 440.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 611-06498 5.000 EACH | 200.00000 1000.00| 220.00000 1100.00| 250.00000 1250.00
MAILBOX ASSEMBLY, DOUBLE | | |
0050 616-02320 1719.000 SYS | 2.00000 3438.00| 2.10000 3609.90| 3.80000 6532.20
GEOTEXTILES | | |
0051 616-05688 353.000 TON | 32.00000 11296.00| 33.00000 11649.00| 31.00000 10943.00
RIPRAP, CLASS 1 | | |
0052 616-06451 220.000 TON | 21.00000 4620.00| 21.00000 4620.00| 22.50000 4950.00
RIPRAP, UNIFORM | | |
0053 616-06451 386.000 TON | 36.00000 13896.00| 55.00000 21230.00| 44.00000 16984.00
RIPRAP, UNIFORM GROUTED | | |
0054 621-01004 2.000 EACH | 600.00000 1200.00| 550.00000 1100.00| 570.00000 1140.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-06545 0.700 TON | 500.00000 350.00| 450.00000 315.00| 470.00000 329.00
FERTILIZER | | |
0056 621-06553 221.000 LBS | 3.50000 773.50| 3.30000 729.30| 3.60000 795.60
SEED MIXTURE, R | | |
0057 621-06557 104.000 LBS | 2.25000 234.00| 2.10000 218.40| 2.20000 228.80
SEED MIXTURE, T | | |
0058 621-06565 5.200 TON | 450.00000 2340.00| 425.00000 2210.00| 450.00000 2340.00
MULCHING MATERIAL | | |
0059 621-06567 3.700 kGAL | 5.50000 20.35| 5.00000 18.50| 6.00000 22.20
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -5
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06574 222.000 SYS | 4.50000 999.00| 4.20000 932.40| 4.30000 954.60
SODDING | | |
0061 621-06575 813.000 SYS | 4.50000 3658.50| 4.00000 3252.00| 4.30000 3495.90
SODDING, NURSERY | | |
0062 622-52436 2.000 EACH | 36.00000 72.00| 35.00000 70.00| 37.00000 74.00
SIGN, DO NOT MOW OR SPRAY | | |
0063 622-91786 16.000 EACH | 7.50000 120.00| 7.00000 112.00| 8.00000 128.00
SEEDLING | | |
0064 622-91786 40.000 EACH | 22.00000 880.00| 63.00000 2520.00| 64.00000 2560.00
SEEDLING SPECIAL | | |
0065 628-09401 12.000 MOS | 1500.00000 18000.00| 1800.00000 21600.00| 1600.00000 19200.00
FIELD OFFICE, A | | |
0066 628-09407 12.000 MOS | 250.00000 3000.00| 210.00000 2520.00| 400.00000 4800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0067 701-02938 104.000 LFT | 200.00000 20800.00| 192.00000 19968.00| 260.00000 27040.00
CORED HOLE IN ROCK, 24 IN. | | |
0068 701-51195 144.000 LFT | 110.00000 15840.00| 85.00000 12240.00| 125.00000 18000.00
PILE, STEEL H, HP 12" X 53 | | |
0069 701-91792 12.000 EACH | 100.00000 1200.00| 110.00000 1320.00| 115.00000 1380.00
PILE TIP, STEEL H | | |
0070 702-92857 21.800 CYS | 275.00000 5995.00| 800.00000 17440.00| 340.00000 7412.00
CONCRETE, C, SUBSTRUCTURE | | |
0071 703-06029 31596.000 LBS | 0.75000 23697.00| 0.75000 23697.00| 0.85000 26856.60
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 106.200 CYS | 545.00000 57879.00| 800.00000 84960.00| 440.00000 46728.00
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-06344 150.000 LFT | 63.00000 9450.00| 60.00000 9000.00| 62.00000 9300.00
RAILING, TS-1 | | |
0074 707-05984 320.000 LFT | 194.00000 62080.00| 233.00000 74560.00| 210.00000 67200.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0075 709-51821 LUMP | 1400.00000 1400.00| 1400.00000 1400.00| 3000.00000 3000.00
SURFACE SEAL | | |
0076 715-05121 56.000 LFT | 40.00000 2240.00| 76.00000 4256.00| 30.00000 1680.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0077 715-05169 170.000 LFT | 32.00000 5440.00| 53.00000 9010.00| 37.00000 6290.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0078 715-05171 65.000 LFT | 43.00000 2795.00| 80.00000 5200.00| 38.00000 2470.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0079 715-05407 100.000 LFT | 8.00000 800.00| 18.00000 1800.00| 12.00000 1200.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -6
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-46005 3.000 EACH | 400.00000 1200.00| 275.00000 825.00| 290.00000 870.00
PIPE END SECTION, 15 IN. | | |
0081 715-46010 3.000 EACH | 450.00000 1350.00| 325.00000 975.00| 310.00000 930.00
PIPE END SECTION, 18 IN. | | |
0082 720-45270 3.000 EACH | 1050.00000 3150.00| 425.00000 1275.00| 900.00000 2700.00
PIPE CATCH BASIN, 18 IN. | | |
0083 720-45275 1.000 EACH | 1350.00000 1350.00| 650.00000 650.00| 1050.00000 1050.00
PIPE CATCH BASIN, 24 IN. | | |
0084 801-03290 2.000 EACH | 170.00000 340.00| 165.00000 330.00| 275.00000 550.00
CONSTRUCTION SIGN, C | | |
0085 801-04308 4.000 EACH | 380.00000 1520.00| 365.00000 1460.00| 270.00000 1080.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0086 801-06625 8.000 EACH | 90.00000 720.00| 85.00000 680.00| 120.00000 960.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0087 801-06640 12.000 EACH | 150.00000 1800.00| 145.00000 1740.00| 180.00000 2160.00
CONSTRUCTION SIGN, A | | |
0088 801-06775 LUMP | 1000.00000 1000.00| 10000.00000 10000.00| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0089 801-07118 60.000 LFT | 16.00000 960.00| 18.00000 1080.00| 15.00000 900.00
BARRICADE, III-A | | |
0090 801-07119 40.000 LFT | 16.00000 640.00| 16.00000 640.00| 17.00000 680.00
BARRICADE, III-B | | |
0091 802-76025 54.000 SFT | 18.00000 972.00| 18.00000 972.00| 19.00000 1026.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0092 802-76055 96.000 LFT | 5.00000 480.00| 8.20000 787.20| 9.00000 864.00
SIGN POST, A | | |
SECTION TOTALS | $ 798,186.35| $ 830,771.75| $ 837,961.68
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 798,186.35| $ 830,771.75| $ 837,961.68
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -7
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|CLR INC |FORCE CONSTRUCTION CO INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, OTHER
| | |
0001 105-06845 LUMP | 8500.00000 8500.00| 4403.00000 4403.00| 8523.00000 8523.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 44325.00000 44325.00| 44410.00000 44410.00| 27432.56000 27432.56
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 8865.00000 8865.00| 14400.00000 14400.00| 15141.98000 15141.98
CLEARING RIGHT OF WAY | | |
0010 202-02241 200.000 LFT | 8.00000 1600.00| 10.00000 2000.00| 3.85000 770.00
GUARDRAIL, REMOVE | | |
0011 202-04089 4.000 EACH | 50.00000 200.00| 35.00000 140.00| 51.81000 207.24
SIGN, SHEET, REMOVE , AND POST | | |
0012 202-51330 LUMP | 12000.00000 12000.00| 36291.00000 36291.00| 15846.75000 15846.75
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 5752.000 CYS | 10.36000 59590.72| 13.53000 77824.56| 8.66000 49812.32
EXCAVATION, COMMON | | |
0014 203-02000 355.000 CYS | 17.45000 6194.75| 16.77000 5953.35| 0.01000 3.55
EXCAVATION, COMMON UNDISTRIBUTED | | |
0015 203-02010 90.000 CYS | 95.00000 8550.00| 95.50000 8595.00| 100.77000 9069.30
EXCAVATION, ROCK | | |
0016 203-02010 200.000 CYS | 95.00000 19000.00| 92.50000 18500.00| 101.94000 20388.00
EXCAVATION, ROCK UNDISTRIBUTED | | |
0017 203-02070 2490.000 CYS | 15.00000 37350.00| 24.39000 60731.10| 14.27000 35532.30
BORROW | | |
0018 203-02070 426.000 CYS | 15.00000 6390.00| 22.67000 9657.42| 0.01000 4.26
BORROW UNDISTRIBUTED | | |
0019 203-51223 184.000 CYS | 8.95000 1646.80| 22.80000 4195.20| 12.48000 2296.32
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -8
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|CLR INC |FORCE CONSTRUCTION CO INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 204-08415 3.000 EACH | 330.00000 990.00| 335.00000 1005.00| 934.69000 2804.07
STAKES, SETTLEMENT | | |
0021 205-02770 4970.000 SYS | 1.50000 7455.00| 1.20000 5964.00| 1.96000 9741.20
EROSION CONTROL BLANKET | | |
0022 205-06931 4.000 TON | 250.00000 1000.00| 84.00000 336.00| 86.29000 345.16
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06932 42.000 LFT | 25.00000 1050.00| 10.50000 441.00| 6.17000 259.14
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 205-06937 758.000 LFT | 2.50000 1895.00| 1.55000 1174.90| 2.80000 2122.40
TEMPORARY SILT FENCE | | |
0025 205-06938 87.000 LFT | 13.00000 1131.00| 13.72000 1193.64| 29.59000 2574.33
TEMPORARY SLOPE DRAIN | | |
0026 206-51215 7.000 CYS | 750.00000 5250.00| 132.00000 924.00| 128.26000 897.82
EXCAVATION, X UNDISTRIBUTED | | |
0027 207-08263 4625.000 SYS | 6.61000 30571.25| 5.40000 24975.00| 6.03000 27888.75
SUBGRADE TREATMENT, TYPE IA MODIFIED | | |
0028 207-08267 769.000 SYS | 5.95000 4575.55| 9.90000 7613.10| 11.62000 8935.78
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 48.000 CYS | 55.95000 2685.60| 53.20000 2553.60| 35.02000 1680.96
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 183.000 CYS | 35.00000 6405.00| 44.20000 8088.60| 21.84000 3996.72
STRUCTURE BACKFILL, TYPE 1 | | |
0031 215-07043 1065.000 SYS | 10.18000 10841.70| 5.00000 5325.00| 6.03000 6421.95
CHEMICAL MODIFICATION, SOILS | | |
UNDISTRIBUTED | | |
0032 301-07448 584.000 TON | 30.00000 17520.00| 20.30000 11855.20| 20.43000 11931.12
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 30.000 CYS | 84.00000 2520.00| 101.50000 3045.00| 45.08000 1352.40
DENSE GRADED SUBBASE | | |
0034 402-07433 312.000 TON | 71.00000 22152.00| 62.00000 19344.00| 67.30000 20997.60
HMA SURFACE, TYPE B | | |
0035 402-07438 525.000 TON | 55.00000 28875.00| 48.00000 25200.00| 56.08000 29442.00
HMA INTERMEDIATE, TYPE B | | |
0036 402-07441 1730.000 TON | 47.00000 81310.00| 40.50000 70065.00| 52.72000 91205.60
HMA BASE, TYPE B | | |
0037 406-05521 13120.000 SYS | 0.10000 1312.00| 0.10000 1312.00| 0.06000 787.20
ASPHALT FOR TACK COAT | | |
0038 601-01700 1.000 EACH | 2025.00000 2025.00| 1800.00000 1800.00| 2018.93000 2018.93
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 Modified | | |
0039 601-01740 2.000 EACH | 2100.00000 4200.00| 1870.00000 3740.00| 2097.45000 4194.90
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -9
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|CLR INC |FORCE CONSTRUCTION CO INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-06374 4.000 EACH | 925.00000 3700.00| 820.00000 3280.00| 919.74000 3678.96
GUARDRAIL TRANSITION, TGS-1 | | |
0041 601-94689 1.000 EACH | 3500.00000 3500.00| 2330.00000 2330.00| 2613.39000 2613.39
GUARDRAIL END TREATMENT, OS | | |
0042 601-99105 118.750 LFT | 23.00000 2731.25| 15.80000 1876.25| 17.72000 2104.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 605-06140 240.000 LFT | 29.00000 6960.00| 26.30000 6312.00| 27.48000 6595.20
CURB AND GUTTER, CONCRETE | | |
0044 605-06155 172.000 LFT | 35.00000 6020.00| 27.20000 4678.40| 27.48000 4726.56
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0045 605-09131 5.000 LFT | 500.00000 2500.00| 166.20000 831.00| 224.33000 1121.65
CURB AND GUTTER TURNOUT CONCRETE | | |
0046 609-06259 177.000 SYS | 100.00000 17700.00| 68.80000 12177.60| 81.39000 14406.03
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0047 610-07487 393.000 TON | 89.00000 34977.00| 78.00000 30654.00| 77.39000 30414.27
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 2.000 EACH | 225.00000 450.00| 200.00000 400.00| 224.33000 448.66
MAILBOX ASSEMBLY, SINGLE | | |
0049 611-06498 5.000 EACH | 250.00000 1250.00| 220.00000 1100.00| 246.76000 1233.80
MAILBOX ASSEMBLY, DOUBLE | | |
0050 616-02320 1719.000 SYS | 3.00000 5157.00| 2.10000 3609.90| 0.78000 1340.82
GEOTEXTILES | | |
0051 616-05688 353.000 TON | 39.00000 13767.00| 29.80000 10519.40| 32.20000 11366.60
RIPRAP, CLASS 1 | | |
0052 616-06451 220.000 TON | 29.00000 6380.00| 29.10000 6402.00| 20.59000 4529.80
RIPRAP, UNIFORM | | |
0053 616-06451 386.000 TON | 50.00000 19300.00| 46.20000 17833.20| 40.69000 15706.34
RIPRAP, UNIFORM GROUTED | | |
0054 621-01004 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 616.90000 1233.80
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-06545 0.700 TON | 1500.00000 1050.00| 450.00000 315.00| 588.86000 412.20
FERTILIZER | | |
0056 621-06553 221.000 LBS | 4.00000 884.00| 3.20000 707.20| 3.36000 742.56
SEED MIXTURE, R | | |
0057 621-06557 104.000 LBS | 2.25000 234.00| 2.00000 208.00| 1.96000 203.84
SEED MIXTURE, T | | |
0058 621-06565 5.200 TON | 500.00000 2600.00| 420.00000 2184.00| 448.65000 2332.98
MULCHING MATERIAL | | |
0059 621-06567 3.700 kGAL | 5.00000 18.50| 5.00000 18.50| 5.61000 20.76
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -10
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|CLR INC |FORCE CONSTRUCTION CO INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06574 222.000 SYS | 5.00000 1110.00| 4.00000 888.00| 7.29000 1618.38
SODDING | | |
0061 621-06575 813.000 SYS | 5.00000 4065.00| 4.00000 3252.00| 7.29000 5926.77
SODDING, NURSERY | | |
0062 622-52436 2.000 EACH | 37.00000 74.00| 34.00000 68.00| 34.77000 69.54
SIGN, DO NOT MOW OR SPRAY | | |
0063 622-91786 16.000 EACH | 8.00000 128.00| 7.00000 112.00| 8.97000 143.52
SEEDLING | | |
0064 622-91786 40.000 EACH | 75.00000 3000.00| 20.00000 800.00| 8.97000 358.80
SEEDLING SPECIAL | | |
0065 628-09401 12.000 MOS | 1280.00000 15360.00| 1490.00000 17880.00| 2338.60000 28063.20
FIELD OFFICE, A | | |
0066 628-09407 12.000 MOS | 150.00000 1800.00| 176.00000 2112.00| 112.16000 1345.92
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0067 701-02938 104.000 LFT | 220.00000 22880.00| 256.60000 26686.40| 250.16000 26016.64
CORED HOLE IN ROCK, 24 IN. | | |
0068 701-51195 144.000 LFT | 85.00000 12240.00| 81.10000 11678.40| 143.66000 20687.04
PILE, STEEL H, HP 12" X 53 | | |
0069 701-91792 12.000 EACH | 125.00000 1500.00| 164.10000 1969.20| 134.48000 1613.76
PILE TIP, STEEL H | | |
0070 702-92857 21.800 CYS | 485.00000 10573.00| 666.50000 14529.70| 548.09000 11948.36
CONCRETE, C, SUBSTRUCTURE | | |
0071 703-06029 31596.000 LBS | 0.85000 26856.60| 0.60000 18957.60| 0.68000 21485.28
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 106.200 CYS | 575.00000 61065.00| 667.15000 70851.33| 717.08000 76153.90
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-06344 150.000 LFT | 72.50000 10875.00| 57.30000 8595.00| 61.69000 9253.50
RAILING, TS-1 | | |
0074 707-05984 320.000 LFT | 250.64000 80204.80| 211.16000 67571.20| 181.29000 58012.80
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0075 709-51821 LUMP | 2500.00000 2500.00| 1360.00000 1360.00| 5047.32000 5047.32
SURFACE SEAL | | |
0076 715-05121 56.000 LFT | 33.00000 1848.00| 26.80000 1500.80| 21.35000 1195.60
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0077 715-05169 170.000 LFT | 30.00000 5100.00| 23.00000 3910.00| 28.80000 4896.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0078 715-05171 65.000 LFT | 33.00000 2145.00| 24.80000 1612.00| 72.40000 4706.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0079 715-05407 100.000 LFT | 8.00000 800.00| 13.20000 1320.00| 548.53000 54853.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -11
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1385672 |( 6 ) 31-1323837
|CLR INC |FORCE CONSTRUCTION CO INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-46005 3.000 EACH | 345.00000 1035.00| 208.00000 624.00| 903.49000 2710.47
PIPE END SECTION, 15 IN. | | |
0081 715-46010 3.000 EACH | 385.00000 1155.00| 244.50000 733.50| 931.53000 2794.59
PIPE END SECTION, 18 IN. | | |
0082 720-45270 3.000 EACH | 840.00000 2520.00| 1556.90000 4670.70| 1393.64000 4180.92
PIPE CATCH BASIN, 18 IN. | | |
0083 720-45275 1.000 EACH | 975.00000 975.00| 1808.80000 1808.80| 1604.07000 1604.07
PIPE CATCH BASIN, 24 IN. | | |
0084 801-03290 2.000 EACH | 300.00000 600.00| 165.00000 330.00| 280.41000 560.82
CONSTRUCTION SIGN, C | | |
0085 801-04308 4.000 EACH | 400.00000 1600.00| 365.00000 1460.00| 392.57000 1570.28
ROAD CLOSURE SIGN ASSEMBLY | | |
0086 801-06625 8.000 EACH | 175.00000 1400.00| 85.00000 680.00| 117.77000 942.16
DETOUR ROUTE MARKER ASSEMBLY | | |
0087 801-06640 12.000 EACH | 175.00000 2100.00| 145.00000 1740.00| 168.24000 2018.88
CONSTRUCTION SIGN, A | | |
0088 801-06775 LUMP | 2500.00000 2500.00| 1235.30000 1235.30| 1090.44000 1090.44
MAINTAINING TRAFFIC | | |
0089 801-07118 60.000 LFT | 10.75000 645.00| 15.00000 900.00| 16.82000 1009.20
BARRICADE, III-A | | |
0090 801-07119 40.000 LFT | 12.92000 516.80| 15.00000 600.00| 18.51000 740.40
BARRICADE, III-B | | |
0091 802-76025 54.000 SFT | 22.00000 1188.00| 18.00000 972.00| 20.19000 1090.26
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0092 802-76055 96.000 LFT | 9.00000 864.00| 8.00000 768.00| 8.97000 861.12
SIGN POST, A | | |
SECTION TOTALS | $ 859,484.32| $ 861,774.05| $ 874,433.02
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 859,484.32| $ 861,774.05| $ 874,433.02
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -12
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1310611 |( 8 ) 35-1673827 |( 9 ) 31-0817881
|DUNCAN ROBERTSON INC |H E HENDERSON INC |BAKER CONCRETE CONSTRUCTION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, OTHER
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 22633.24000 22633.24| 12923.33000 12923.33
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 45000.00000 45000.00| 54812.00000 54812.00| 45000.00000 45000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 8000.00000 8000.00| 14025.00000 14025.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0010 202-02241 200.000 LFT | 10.50000 2100.00| 4.90000 980.00| 10.00000 2000.00
GUARDRAIL, REMOVE | | |
0011 202-04089 4.000 EACH | 40.00000 160.00| 21.40000 85.60| 35.00000 140.00
SIGN, SHEET, REMOVE , AND POST | | |
0012 202-51330 LUMP | 50000.00000 50000.00| 13614.48000 13614.48| 17000.00000 17000.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 5752.000 CYS | 10.00000 57520.00| 8.65000 49754.80| 14.50000 83404.00
EXCAVATION, COMMON | | |
0014 203-02000 355.000 CYS | 10.00000 3550.00| 18.55000 6585.25| 20.00000 7100.00
EXCAVATION, COMMON UNDISTRIBUTED | | |
0015 203-02010 90.000 CYS | 25.00000 2250.00| 126.81000 11412.90| 37.00000 3330.00
EXCAVATION, ROCK | | |
0016 203-02010 200.000 CYS | 25.00000 5000.00| 120.59000 24118.00| 38.00000 7600.00
EXCAVATION, ROCK UNDISTRIBUTED | | |
0017 203-02070 2490.000 CYS | 1.50000 3735.00| 20.18000 50248.20| 26.00000 64740.00
BORROW | | |
0018 203-02070 426.000 CYS | 1.50000 639.00| 20.47000 8720.22| 28.00000 11928.00
BORROW UNDISTRIBUTED | | |
0019 203-51223 184.000 CYS | 10.00000 1840.00| 11.04000 2031.36| 18.12000 3334.08
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -13
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1310611 |( 8 ) 35-1673827 |( 9 ) 31-0817881
|DUNCAN ROBERTSON INC |H E HENDERSON INC |BAKER CONCRETE CONSTRUCTION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 204-08415 3.000 EACH | 500.00000 1500.00| 706.06000 2118.18| 250.00000 750.00
STAKES, SETTLEMENT | | |
0021 205-02770 4970.000 SYS | 1.25000 6212.50| 1.29000 6411.30| 1.23000 6113.10
EROSION CONTROL BLANKET | | |
0022 205-06931 4.000 TON | 150.00000 600.00| 140.75000 563.00| 137.00000 548.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06932 42.000 LFT | 11.00000 462.00| 30.45000 1278.90| 29.00000 1218.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 205-06937 758.000 LFT | 1.65000 1250.70| 2.61000 1978.38| 2.50000 1895.00
TEMPORARY SILT FENCE | | |
0025 205-06938 87.000 LFT | 10.00000 870.00| 55.54000 4831.98| 23.00000 2001.00
TEMPORARY SLOPE DRAIN | | |
0026 206-51215 7.000 CYS | 100.00000 700.00| 100.54000 703.78| 230.00000 1610.00
EXCAVATION, X UNDISTRIBUTED | | |
0027 207-08263 4625.000 SYS | 12.50000 57812.50| 8.24000 38110.00| 6.50000 30062.50
SUBGRADE TREATMENT, TYPE IA MODIFIED | | |
0028 207-08267 769.000 SYS | 4.00000 3076.00| 14.72000 11319.68| 11.50000 8843.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 48.000 CYS | 40.00000 1920.00| 65.10000 3124.80| 40.00000 1920.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 183.000 CYS | 30.00000 5490.00| 97.06000 17761.98| 42.00000 7686.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 215-07043 1065.000 SYS | 5.00000 5325.00| 19.19000 20437.35| 12.00000 12780.00
CHEMICAL MODIFICATION, SOILS | | |
UNDISTRIBUTED | | |
0032 301-07448 584.000 TON | 20.00000 11680.00| 19.26000 11247.84| 15.00000 8760.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 30.000 CYS | 40.00000 1200.00| 81.67000 2450.10| 56.00000 1680.00
DENSE GRADED SUBBASE | | |
0034 402-07433 312.000 TON | 65.00000 20280.00| 65.10000 20311.20| 62.00000 19344.00
HMA SURFACE, TYPE B | | |
0035 402-07438 525.000 TON | 55.00000 28875.00| 51.29000 26927.25| 48.00000 25200.00
HMA INTERMEDIATE, TYPE B | | |
0036 402-07441 1730.000 TON | 52.00000 89960.00| 43.06000 74493.80| 44.86000 77607.80
HMA BASE, TYPE B | | |
0037 406-05521 13120.000 SYS | 0.06000 787.20| 0.11000 1443.20| 0.10000 1312.00
ASPHALT FOR TACK COAT | | |
0038 601-01700 1.000 EACH | 1900.00000 1900.00| 1890.00000 1890.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 Modified | | |
0039 601-01740 2.000 EACH | 1970.00000 3940.00| 1963.50000 3927.00| 1870.00000 3740.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -14
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1310611 |( 8 ) 35-1673827 |( 9 ) 31-0817881
|DUNCAN ROBERTSON INC |H E HENDERSON INC |BAKER CONCRETE CONSTRUCTION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-06374 4.000 EACH | 860.00000 3440.00| 861.00000 3444.00| 820.00000 3280.00
GUARDRAIL TRANSITION, TGS-1 | | |
0041 601-94689 1.000 EACH | 2400.00000 2400.00| 2446.50000 2446.50| 2330.00000 2330.00
GUARDRAIL END TREATMENT, OS | | |
0042 601-99105 118.750 LFT | 16.50000 1959.38| 16.59000 1970.06| 15.80000 1876.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 605-06140 240.000 LFT | 25.00000 6000.00| 42.64000 10233.60| 18.00000 4320.00
CURB AND GUTTER, CONCRETE | | |
0044 605-06155 172.000 LFT | 25.00000 4300.00| 44.87000 7717.64| 18.00000 3096.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0045 605-09131 5.000 LFT | 100.00000 500.00| 88.20000 441.00| 55.00000 275.00
CURB AND GUTTER TURNOUT CONCRETE | | |
0046 609-06259 177.000 SYS | 100.00000 17700.00| 89.55000 15850.35| 78.00000 13806.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0047 610-07487 393.000 TON | 75.00000 29475.00| 83.47000 32803.71| 78.00000 30654.00
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 2.000 EACH | 125.00000 250.00| 210.00000 420.00| 200.00000 400.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 611-06498 5.000 EACH | 200.00000 1000.00| 231.00000 1155.00| 220.00000 1100.00
MAILBOX ASSEMBLY, DOUBLE | | |
0050 616-02320 1719.000 SYS | 3.25000 5586.75| 3.21000 5517.99| 2.77000 4761.63
GEOTEXTILES | | |
0051 616-05688 353.000 TON | 30.00000 10590.00| 28.21000 9958.13| 40.00000 14120.00
RIPRAP, CLASS 1 | | |
0052 616-06451 220.000 TON | 20.00000 4400.00| 33.83000 7442.60| 42.00000 9240.00
RIPRAP, UNIFORM | | |
0053 616-06451 386.000 TON | 30.00000 11580.00| 33.09000 12772.74| 69.00000 26634.00
RIPRAP, UNIFORM GROUTED | | |
0054 621-01004 2.000 EACH | 600.00000 1200.00| 588.00000 1176.00| 560.00000 1120.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-06545 0.700 TON | 500.00000 350.00| 819.00000 573.30| 780.00000 546.00
FERTILIZER | | |
0056 621-06553 221.000 LBS | 3.36000 742.56| 5.97000 1319.37| 5.69000 1257.49
SEED MIXTURE, R | | |
0057 621-06557 104.000 LBS | 2.10000 218.40| 3.26000 339.04| 3.10000 322.40
SEED MIXTURE, T | | |
0058 621-06565 5.200 TON | 441.00000 2293.20| 446.25000 2320.50| 425.00000 2210.00
MULCHING MATERIAL | | |
0059 621-06567 3.700 kGAL | 5.50000 20.35| 10.50000 38.85| 10.00000 37.00
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -15
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1310611 |( 8 ) 35-1673827 |( 9 ) 31-0817881
|DUNCAN ROBERTSON INC |H E HENDERSON INC |BAKER CONCRETE CONSTRUCTION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06574 222.000 SYS | 4.25000 943.50| 7.29000 1618.38| 4.93000 1094.46
SODDING | | |
0061 621-06575 813.000 SYS | 4.25000 3455.25| 6.34000 5154.42| 4.93000 4008.09
SODDING, NURSERY | | |
0062 622-52436 2.000 EACH | 36.00000 72.00| 64.05000 128.10| 61.00000 122.00
SIGN, DO NOT MOW OR SPRAY | | |
0063 622-91786 16.000 EACH | 7.40000 118.40| 45.15000 722.40| 43.00000 688.00
SEEDLING | | |
0064 622-91786 40.000 EACH | 21.00000 840.00| 269.85000 10794.00| 257.00000 10280.00
SEEDLING SPECIAL | | |
0065 628-09401 12.000 MOS | 500.00000 6000.00| 1926.00000 23112.00| 2133.00000 25596.00
FIELD OFFICE, A | | |
0066 628-09407 12.000 MOS | 250.00000 3000.00| 267.50000 3210.00| 268.00000 3216.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0067 701-02938 104.000 LFT | 400.00000 41600.00| 264.78000 27537.12| 251.00000 26104.00
CORED HOLE IN ROCK, 24 IN. | | |
0068 701-51195 144.000 LFT | 50.00000 7200.00| 107.55000 15487.20| 131.00000 18864.00
PILE, STEEL H, HP 12" X 53 | | |
0069 701-91792 12.000 EACH | 125.00000 1500.00| 133.75000 1605.00| 108.00000 1296.00
PILE TIP, STEEL H | | |
0070 702-92857 21.800 CYS | 750.00000 16350.00| 717.16000 15634.09| 600.00000 13080.00
CONCRETE, C, SUBSTRUCTURE | | |
0071 703-06029 31596.000 LBS | 0.90000 28436.40| 0.84000 26540.64| 0.76000 24012.96
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 106.200 CYS | 900.00000 95580.00| 486.37000 51652.49| 675.00000 71685.00
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-06344 150.000 LFT | 60.00000 9000.00| 60.90000 9135.00| 59.25000 8887.50
RAILING, TS-1 | | |
0074 707-05984 320.000 LFT | 325.00000 104000.00| 181.18000 57977.60| 200.00000 64000.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0075 709-51821 LUMP | 3000.00000 3000.00| 1470.00000 1470.00| 1360.00000 1360.00
SURFACE SEAL | | |
0076 715-05121 56.000 LFT | 30.00000 1680.00| 25.03000 1401.68| 42.00000 2352.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0077 715-05169 170.000 LFT | 30.00000 5100.00| 29.24000 4970.80| 39.00000 6630.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0078 715-05171 65.000 LFT | 30.00000 1950.00| 34.67000 2253.55| 44.00000 2860.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0079 715-05407 100.000 LFT | 10.00000 1000.00| 7.89000 789.00| 8.00000 800.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -16
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1310611 |( 8 ) 35-1673827 |( 9 ) 31-0817881
|DUNCAN ROBERTSON INC |H E HENDERSON INC |BAKER CONCRETE CONSTRUCTION I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-46005 3.000 EACH | 250.00000 750.00| 314.09000 942.27| 700.00000 2100.00
PIPE END SECTION, 15 IN. | | |
0081 715-46010 3.000 EACH | 300.00000 900.00| 340.84000 1022.52| 750.00000 2250.00
PIPE END SECTION, 18 IN. | | |
0082 720-45270 3.000 EACH | 750.00000 2250.00| 1237.51000 3712.53| 1500.00000 4500.00
PIPE CATCH BASIN, 18 IN. | | |
0083 720-45275 1.000 EACH | 750.00000 750.00| 1170.64000 1170.64| 1675.00000 1675.00
PIPE CATCH BASIN, 24 IN. | | |
0084 801-03290 2.000 EACH | 260.00000 520.00| 173.25000 346.50| 165.00000 330.00
CONSTRUCTION SIGN, C | | |
0085 801-04308 4.000 EACH | 380.00000 1520.00| 383.25000 1533.00| 365.00000 1460.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0086 801-06625 8.000 EACH | 110.00000 880.00| 89.25000 714.00| 85.00000 680.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0087 801-06640 12.000 EACH | 155.00000 1860.00| 152.25000 1827.00| 145.00000 1740.00
CONSTRUCTION SIGN, A | | |
0088 801-06775 LUMP | 3000.00000 3000.00| 7145.83000 7145.83| 795.00000 795.00
MAINTAINING TRAFFIC | | |
0089 801-07118 60.000 LFT | 16.00000 960.00| 15.75000 945.00| 15.00000 900.00
BARRICADE, III-A | | |
0090 801-07119 40.000 LFT | 17.00000 680.00| 15.75000 630.00| 15.00000 600.00
BARRICADE, III-B | | |
0091 802-76025 54.000 SFT | 19.00000 1026.00| 18.90000 1020.60| 18.00000 972.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0092 802-76055 96.000 LFT | 8.80000 844.80| 8.40000 806.40| 8.00000 768.00
SIGN POST, A | | |
SECTION TOTALS | $ 879,412.89| $ 911,306.91| $ 915,468.09
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 879,412.89| $ 911,306.91| $ 915,468.09
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -17
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1636776 |( )
|AMERICAN CONTRACTING & SERVI |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, OTHER
| | |
0001 105-06845 LUMP | 11000.00000 11000.00| 50000.00000 50000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 47086.89000 47086.89| 50000.00000 50000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 9417.37000 9417.37| 50000.00000 50000.00|
CLEARING RIGHT OF WAY | | |
0010 202-02241 200.000 LFT | 10.00000 2000.00| 8.00000 1600.00|
GUARDRAIL, REMOVE | | |
0011 202-04089 4.000 EACH | 35.00000 140.00| 250.00000 1000.00|
SIGN, SHEET, REMOVE , AND POST | | |
0012 202-51330 LUMP | 46000.00000 46000.00| 50000.00000 50000.00|
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 5752.000 CYS | 10.00000 57520.00| 20.00000 115040.00|
EXCAVATION, COMMON | | |
0014 203-02000 355.000 CYS | 10.00000 3550.00| 30.00000 10650.00|
EXCAVATION, COMMON UNDISTRIBUTED | | |
0015 203-02010 90.000 CYS | 80.00000 7200.00| 100.00000 9000.00|
EXCAVATION, ROCK | | |
0016 203-02010 200.000 CYS | 80.00000 16000.00| 60.00000 12000.00|
EXCAVATION, ROCK UNDISTRIBUTED | | |
0017 203-02070 2490.000 CYS | 20.00000 49800.00| 5.00000 12450.00|
BORROW | | |
0018 203-02070 426.000 CYS | 20.00000 8520.00| 12.00000 5112.00|
BORROW UNDISTRIBUTED | | |
0019 203-51223 184.000 CYS | 20.00000 3680.00| 35.00000 6440.00|
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -18
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1636776 |( )
|AMERICAN CONTRACTING & SERVI |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 204-08415 3.000 EACH | 1500.00000 4500.00| 500.00000 1500.00|
STAKES, SETTLEMENT | | |
0021 205-02770 4970.000 SYS | 1.75000 8697.50| 2.00000 9940.00|
EROSION CONTROL BLANKET | | |
0022 205-06931 4.000 TON | 50.00000 200.00| 200.00000 800.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06932 42.000 LFT | 5.50000 231.00| 20.00000 840.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 205-06937 758.000 LFT | 2.50000 1895.00| 2.00000 1516.00|
TEMPORARY SILT FENCE | | |
0025 205-06938 87.000 LFT | 25.00000 2175.00| 20.00000 1740.00|
TEMPORARY SLOPE DRAIN | | |
0026 206-51215 7.000 CYS | 150.00000 1050.00| 300.00000 2100.00|
EXCAVATION, X UNDISTRIBUTED | | |
0027 207-08263 4625.000 SYS | 7.00000 32375.00| 8.00000 37000.00|
SUBGRADE TREATMENT, TYPE IA MODIFIED | | |
0028 207-08267 769.000 SYS | 12.00000 9228.00| 12.00000 9228.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-06467 48.000 CYS | 80.00000 3840.00| 40.00000 1920.00|
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 183.000 CYS | 25.00000 4575.00| 20.00000 3660.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0031 215-07043 1065.000 SYS | 7.00000 7455.00| 20.00000 21300.00|
CHEMICAL MODIFICATION, SOILS | | |
UNDISTRIBUTED | | |
0032 301-07448 584.000 TON | 22.00000 12848.00| 20.00000 11680.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-07455 30.000 CYS | 80.00000 2400.00| 100.00000 3000.00|
DENSE GRADED SUBBASE | | |
0034 402-07433 312.000 TON | 62.00000 19344.00| 200.00000 62400.00|
HMA SURFACE, TYPE B | | |
0035 402-07438 525.000 TON | 48.00000 25200.00| 150.00000 78750.00|
HMA INTERMEDIATE, TYPE B | | |
0036 402-07441 1730.000 TON | 40.50000 70065.00| 90.00000 155700.00|
HMA BASE, TYPE B | | |
0037 406-05521 13120.000 SYS | 0.10000 1312.00| 1.00000 13120.00|
ASPHALT FOR TACK COAT | | |
0038 601-01700 1.000 EACH | 1800.00000 1800.00| 2000.00000 2000.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 Modified | | |
0039 601-01740 2.000 EACH | 1870.00000 3740.00| 2500.00000 5000.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -19
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1636776 |( )
|AMERICAN CONTRACTING & SERVI |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-06374 4.000 EACH | 820.00000 3280.00| 1200.00000 4800.00|
GUARDRAIL TRANSITION, TGS-1 | | |
0041 601-94689 1.000 EACH | 2330.00000 2330.00| 3500.00000 3500.00|
GUARDRAIL END TREATMENT, OS | | |
0042 601-99105 118.750 LFT | 15.80000 1876.25| 60.00000 7125.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 605-06140 240.000 LFT | 30.00000 7200.00| 30.00000 7200.00|
CURB AND GUTTER, CONCRETE | | |
0044 605-06155 172.000 LFT | 40.00000 6880.00| 35.00000 6020.00|
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0045 605-09131 5.000 LFT | 250.00000 1250.00| 100.00000 500.00|
CURB AND GUTTER TURNOUT CONCRETE | | |
0046 609-06259 177.000 SYS | 100.00000 17700.00| 150.00000 26550.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0047 610-07487 393.000 TON | 78.00000 30654.00| 120.00000 47160.00|
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 2.000 EACH | 200.00000 400.00| 360.00000 720.00|
MAILBOX ASSEMBLY, SINGLE | | |
0049 611-06498 5.000 EACH | 220.00000 1100.00| 400.00000 2000.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0050 616-02320 1719.000 SYS | 3.00000 5157.00| 3.00000 5157.00|
GEOTEXTILES | | |
0051 616-05688 353.000 TON | 25.00000 8825.00| 50.00000 17650.00|
RIPRAP, CLASS 1 | | |
0052 616-06451 220.000 TON | 25.00000 5500.00| 55.00000 12100.00|
RIPRAP, UNIFORM | | |
0053 616-06451 386.000 TON | 40.00000 15440.00| 60.00000 23160.00|
RIPRAP, UNIFORM GROUTED | | |
0054 621-01004 2.000 EACH | 550.00000 1100.00| 1500.00000 3000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-06545 0.700 TON | 525.00000 367.50| 1000.00000 700.00|
FERTILIZER | | |
0056 621-06553 221.000 LBS | 3.00000 663.00| 5.00000 1105.00|
SEED MIXTURE, R | | |
0057 621-06557 104.000 LBS | 1.75000 182.00| 4.00000 416.00|
SEED MIXTURE, T | | |
0058 621-06565 5.200 TON | 400.00000 2080.00| 500.00000 2600.00|
MULCHING MATERIAL | | |
0059 621-06567 3.700 kGAL | 5.00000 18.50| 200.00000 740.00|
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -20
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1636776 |( )
|AMERICAN CONTRACTING & SERVI |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06574 222.000 SYS | 6.50000 1443.00| 5.00000 1110.00|
SODDING | | |
0061 621-06575 813.000 SYS | 6.50000 5284.50| 6.00000 4878.00|
SODDING, NURSERY | | |
0062 622-52436 2.000 EACH | 31.00000 62.00| 300.00000 600.00|
SIGN, DO NOT MOW OR SPRAY | | |
0063 622-91786 16.000 EACH | 8.00000 128.00| 50.00000 800.00|
SEEDLING | | |
0064 622-91786 40.000 EACH | 8.00000 320.00| 100.00000 4000.00|
SEEDLING SPECIAL | | |
0065 628-09401 12.000 MOS | 2250.00000 27000.00| 2000.00000 24000.00|
FIELD OFFICE, A | | |
0066 628-09407 12.000 MOS | 350.00000 4200.00| 200.00000 2400.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0067 701-02938 104.000 LFT | 250.00000 26000.00| 700.00000 72800.00|
CORED HOLE IN ROCK, 24 IN. | | |
0068 701-51195 144.000 LFT | 120.00000 17280.00| 100.00000 14400.00|
PILE, STEEL H, HP 12" X 53 | | |
0069 701-91792 12.000 EACH | 120.00000 1440.00| 300.00000 3600.00|
PILE TIP, STEEL H | | |
0070 702-92857 21.800 CYS | 850.00000 18530.00| 800.00000 17440.00|
CONCRETE, C, SUBSTRUCTURE | | |
0071 703-06029 31596.000 LBS | 0.90000 28436.40| 3.00000 94788.00|
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 106.200 CYS | 850.00000 90270.00| 800.00000 84960.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-06344 150.000 LFT | 55.00000 8250.00| 100.00000 15000.00|
RAILING, TS-1 | | |
0074 707-05984 320.000 LFT | 315.00000 100800.00| 300.00000 96000.00|
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0075 709-51821 LUMP | 1360.00000 1360.00| 10000.00000 10000.00|
SURFACE SEAL | | |
0076 715-05121 56.000 LFT | 30.00000 1680.00| 90.00000 5040.00|
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0077 715-05169 170.000 LFT | 20.00000 3400.00| 120.00000 20400.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0078 715-05171 65.000 LFT | 30.00000 1950.00| 130.00000 8450.00|
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0079 715-05407 100.000 LFT | 20.00000 2000.00| 10.00000 1000.00|
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 380 -21
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : B -29552-A COUNTIES : MONROE
LETTING DATE : 10/07/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1636776 |( )
|AMERICAN CONTRACTING & SERVI |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-46005 3.000 EACH | 350.00000 1050.00| 200.00000 600.00|
PIPE END SECTION, 15 IN. | | |
0081 715-46010 3.000 EACH | 450.00000 1350.00| 250.00000 750.00|
PIPE END SECTION, 18 IN. | | |
0082 720-45270 3.000 EACH | 1000.00000 3000.00| 1000.00000 3000.00|
PIPE CATCH BASIN, 18 IN. | | |
0083 720-45275 1.000 EACH | 1200.00000 1200.00| 2500.00000 2500.00|
PIPE CATCH BASIN, 24 IN. | | |
0084 801-03290 2.000 EACH | 165.00000 330.00| 380.00000 760.00|
CONSTRUCTION SIGN, C | | |
0085 801-04308 4.000 EACH | 365.00000 1460.00| 500.00000 2000.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0086 801-06625 8.000 EACH | 85.00000 680.00| 300.00000 2400.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0087 801-06640 12.000 EACH | 145.00000 1740.00| 300.00000 3600.00|
CONSTRUCTION SIGN, A | | |
0088 801-06775 LUMP | 1000.00000 1000.00| 40000.00000 40000.00|
MAINTAINING TRAFFIC | | |
0089 801-07118 60.000 LFT | 15.00000 900.00| 100.00000 6000.00|
BARRICADE, III-A | | |
0090 801-07119 40.000 LFT | 15.00000 600.00| 100.00000 4000.00|
BARRICADE, III-B | | |
0091 802-76025 54.000 SFT | 18.00000 972.00| 27.00000 1458.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0092 802-76055 96.000 LFT | 8.00000 768.00| 20.00000 1920.00|
SIGN POST, A | | |
SECTION TOTALS | $ 941,737.91| $ 1,519,349.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 941,737.91| $ 1,519,349.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -1
VENDOR RANKING
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 06/30/10
LOCATION : ON CR 150E OVER PAINT CREEK 2.4 MILES EAST OF CAMDEN PROJECT(S) : 0300998
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1386990 JACK ISOM CONSTRUCTION CO $ 314,647.91 100.0000%
2 35-1523985 WIRTZ & YATES INC $ 384,664.00 122.2522%
3 35-1310611 DUNCAN ROBERTSON INC $ 391,246.90 124.3444%
4 35-1917625 MILESTONE CONTRACTORS LP $ 395,906.97 125.8254%
5 35-2124363 F A WILHELM CONSTRUCTION CO INC & SUBSIDARIES $ 412,998.47 131.2573%
6 90-0177865 HIS CONSTRUCTORS LLC $ 422,731.00 134.3505%
7 35-1801998 CLR INC $ 436,725.45 138.7981%
8 26-3919039 ALVERNO CONSTRUCTION LLC $ 500,336.66 159.0148%
9 35-1035122 GARIUP CONSTRUCTION CO INC $ 627,800.00 199.5246%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -2
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1310611
|JACK ISOM CONSTRUCTION CO |WIRTZ & YATES INC |DUNCAN ROBERTSON 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 | 3000.00000 3000.00| 5700.00000 5700.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 15000.00000 15000.00| 25000.00000 25000.00| 19000.00000 19000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 5500.00000 5500.00| 10000.00000 10000.00| 2500.00000 2500.00
CLEARING RIGHT OF WAY | | |
0009 202-02286 1.000 EACH | 23000.00000 23000.00| 27000.00000 27000.00| 36000.00000 36000.00
PRESENT STRUCTURE, REMOVE , RELOCATE | | |
HISTORIC TRUSS | | |
0010 203-02000 390.000 CYS | 10.00000 3900.00| 9.50000 3705.00| 11.00000 4290.00
EXCAVATION, COMMON | | |
0011 203-51223 155.000 CYS | 10.00000 1550.00| 8.00000 1240.00| 20.00000 3100.00
EXCAVATION, WATERWAY | | |
0012 205-06936 9.000 TON | 75.00000 675.00| 25.00000 225.00| 40.00000 360.00
TEMPORARY SEDIMENT TRAP | | |
0013 205-06937 420.000 LFT | 1.50000 630.00| 2.50000 1050.00| 2.25000 945.00
TEMPORARY SILT FENCE | | |
0014 207-08267 1360.000 SYS | 8.50000 11560.00| 11.00000 14960.00| 8.00000 10880.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0015 211-02050 1005.000 CYS | 12.00000 12060.00| 17.00000 17085.00| 23.00000 23115.00
B BORROW | | |
0016 211-06467 26.000 CYS | 35.00000 910.00| 22.00000 572.00| 35.00000 910.00
AGGREGATE FOR END BENT BACKFILL | | |
0017 211-07454 3.400 CYS | 35.00000 119.00| 25.00000 85.00| 50.00000 170.00
STRUCTURE BACKFILL | | |
0018 301-07448 527.000 TON | 17.00000 8959.00| 23.00000 12121.00| 19.00000 10013.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0019 302-07455 18.000 CYS | 35.00000 630.00| 25.50000 459.00| 40.00000 720.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -3
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1310611
|JACK ISOM CONSTRUCTION CO |WIRTZ & YATES INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07432 95.000 TON | 102.90000 9775.50| 100.00000 9500.00| 118.00000 11210.00
HMA SURFACE, TYPE A | | |
0021 402-07435 160.000 TON | 96.40000 15424.00| 90.00000 14400.00| 88.00000 14080.00
HMA INTERMEDIATE, TYPE A | | |
0022 406-05521 1150.000 SYS | 0.27000 310.50| 0.40000 460.00| 0.28000 322.00
ASPHALT FOR TACK COAT | | |
0023 601-01839 1.000 EACH | 1975.00000 1975.00| 1925.00000 1925.00| 1898.00000 1898.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0024 601-06037 2.000 EACH | 1050.00000 2100.00| 950.00000 1900.00| 962.50000 1925.00
GUARDRAIL END TREATMENT, I | | |
0025 601-06374 3.000 EACH | 1050.00000 3150.00| 950.00000 2850.00| 907.50000 2722.50
GUARDRAIL TRANSITION, TGS-1 | | |
0026 601-06374 1.000 EACH | 1300.00000 1300.00| 1100.00000 1100.00| 1182.50000 1182.50
GUARDRAIL TRANSITION, TGS-1 , MODIFIED | | |
0027 601-99105 162.500 LFT | 18.00000 2925.00| 18.00000 2925.00| 17.60000 2860.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 603-97461 138.000 LFT | 12.00000 1656.00| 14.00000 1932.00| 10.00000 1380.00
TEMPORARY FENCE | | |
0029 609-06257 112.000 SYS | 58.00000 6496.00| 65.00000 7280.00| 114.00000 12768.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0030 615-06505 3.000 EACH | 975.00000 2925.00| 850.00000 2550.00| 792.00000 2376.00
MONUMENT, B | | |
0031 616-02320 616.000 SYS | 5.00000 3080.00| 6.00000 3696.00| 2.50000 1540.00
GEOTEXTILES | | |
0032 616-05688 413.000 TON | 43.00000 17759.00| 60.00000 24780.00| 55.00000 22715.00
RIPRAP, CLASS 1 | | |
0033 616-06405 87.000 TON | 25.00000 2175.00| 25.00000 2175.00| 23.00000 2001.00
RIPRAP, REVETMENT | | |
0034 621-01004 1.000 EACH | 800.00000 800.00| 250.00000 250.00| 220.00000 220.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0035 621-02363 2450.000 SYS | 1.50000 3675.00| 0.65000 1592.50| 0.60000 1470.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0036 621-02770 930.000 SYS | 2.00000 1860.00| 1.65000 1534.50| 1.50000 1395.00
EROSION CONTROL BLANKET | | |
0037 621-06559 3265.000 SYS | 1.55000 5060.75| 0.70000 2285.50| 0.64000 2089.60
MULCHED SEEDING, R | | |
0038 621-06567 1.000 kGAL | 1.00000 1.00| 1.00000 1.00| 2.00000 2.00
WATER | | |
0039 621-06574 152.000 SYS | 5.00000 760.00| 11.00000 1672.00| 10.10000 1535.20
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -4
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1310611
|JACK ISOM CONSTRUCTION CO |WIRTZ & YATES INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 622-52436 2.000 EACH | 30.00000 60.00| 28.00000 56.00| 44.00000 88.00
SIGN, DO NOT MOW OR SPRAY | | |
0041 622-91786 52.000 EACH | 11.00000 572.00| 15.00000 780.00| 11.40000 592.80
SEEDLING | | |
0042 628-09401 8.000 MOS | 1875.00000 15000.00| 2300.00000 18400.00| 1250.00000 10000.00
FIELD OFFICE, A | | |
0043 701-09739 7.000 EACH | 95.00000 665.00| 150.00000 1050.00| 100.00000 700.00
PILE SHOE, HP 12 X 53 | | |
0044 701-51195 452.000 LFT | 31.00000 14012.00| 38.00000 17176.00| 44.00000 19888.00
PILE, STEEL H, HP 12" X 53 | | |
0045 703-51032 18524.000 LBS | 0.59000 10929.16| 1.00000 18524.00| 0.85000 15745.40
REINFORCING STEEL, EPOXY COATED | | |
0046 704-51002 88.600 CYS | 375.00000 33225.00| 550.00000 48730.00| 700.00000 62020.00
CONCRETE, C, SUPERSTRUCTURE | | |
0047 706-06344 137.500 LFT | 70.00000 9625.00| 65.00000 8937.50| 65.00000 8937.50
RAILING, TS-1 | | |
0048 707-05979 780.000 SFT | 66.00000 51480.00| 75.00000 58500.00| 80.00000 62400.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 48 IN. | | |
0049 709-51821 LUMP | 1100.00000 1100.00| 2500.00000 2500.00| 2000.00000 2000.00
SURFACE SEAL | | |
0050 715-05169 67.000 LFT | 13.00000 871.00| 18.00000 1206.00| 20.00000 1340.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0051 715-05407 72.000 LFT | 10.00000 720.00| 3.50000 252.00| 5.00000 360.00
PIPE, END BENT DRAIN, 6 IN. | | |
0052 715-46005 1.000 EACH | 195.00000 195.00| 125.00000 125.00| 250.00000 250.00
PIPE END SECTION, 15 IN. | | |
0053 801-04308 4.000 EACH | 400.00000 1600.00| 350.00000 1400.00| 341.00000 1364.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0054 801-06625 3.000 EACH | 125.00000 375.00| 100.00000 300.00| 88.00000 264.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0055 801-06640 9.000 EACH | 145.00000 1305.00| 140.00000 1260.00| 143.00000 1287.00
CONSTRUCTION SIGN, A | | |
0056 801-07118 96.000 LFT | 15.00000 1440.00| 10.00000 960.00| 8.80000 844.80
BARRICADE, III-A | | |
0057 801-07119 48.000 LFT | 16.00000 768.00| 10.25000 492.00| 9.70000 465.60
BARRICADE, III-B | | |
SECTION TOTALS | $ 314,647.91| $ 384,664.00| $ 391,246.90
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 314,647.91| $ 384,664.00| $ 391,246.90
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -5
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-2124363 |( 6 ) 90-0177865
|MILESTONE CONTRACTORS LP |F A WIHELM CONSTRUCTION CO I |HIS CONSTRUCTORS LLC
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 | 4000.00000 4000.00| 2381.12000 2381.12| 2258.00000 2258.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 20100.00000 20100.00| 63841.12000 63841.12| 21205.00000 21205.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 14000.00000 14000.00| 5601.04000 5601.04| 2113.00000 2113.00
CLEARING RIGHT OF WAY | | |
0009 202-02286 1.000 EACH | 30025.00000 30025.00| 18880.13000 18880.13| 52176.39000 52176.39
PRESENT STRUCTURE, REMOVE , RELOCATE | | |
HISTORIC TRUSS | | |
0010 203-02000 390.000 CYS | 18.50000 7215.00| 26.18151 10210.79| 33.00000 12870.00
EXCAVATION, COMMON | | |
0011 203-51223 155.000 CYS | 27.02000 4188.10| 8.89677 1379.00| 38.00000 5890.00
EXCAVATION, WATERWAY | | |
0012 205-06936 9.000 TON | 165.00000 1485.00| 49.79778 448.18| 45.00000 405.00
TEMPORARY SEDIMENT TRAP | | |
0013 205-06937 420.000 LFT | 2.10000 882.00| 2.05643 863.70| 2.10000 882.00
TEMPORARY SILT FENCE | | |
0014 207-08267 1360.000 SYS | 7.72000 10499.20| 8.32310 11319.42| 9.00000 12240.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0015 211-02050 1005.000 CYS | 24.09000 24210.45| 22.90529 23019.82| 26.00000 26130.00
B BORROW | | |
0016 211-06467 26.000 CYS | 52.19000 1356.94| 69.68000 1811.68| 79.00000 2054.00
AGGREGATE FOR END BENT BACKFILL | | |
0017 211-07454 3.400 CYS | 30.00000 102.00| 109.09118 370.91| 40.00000 136.00
STRUCTURE BACKFILL | | |
0018 301-07448 527.000 TON | 15.36000 8094.72| 17.23068 9080.57| 25.00000 13175.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0019 302-07455 18.000 CYS | 59.16000 1064.88| 53.27389 958.93| 96.00000 1728.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -6
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-2124363 |( 6 ) 90-0177865
|MILESTONE CONTRACTORS LP |F A WIHELM CONSTRUCTION CO I |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07432 95.000 TON | 97.21000 9234.95| 93.08021 8842.62| 88.00000 8360.00
HMA SURFACE, TYPE A | | |
0021 402-07435 160.000 TON | 72.49000 11598.40| 86.58625 13853.80| 82.00000 13120.00
HMA INTERMEDIATE, TYPE A | | |
0022 406-05521 1150.000 SYS | 0.13000 149.50| 0.27057 311.16| 0.26000 299.00
ASPHALT FOR TACK COAT | | |
0023 601-01839 1.000 EACH | 1745.00000 1745.00| 1867.03000 1867.03| 1770.00000 1770.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0024 601-06037 2.000 EACH | 898.00000 1796.00| 947.03500 1894.07| 898.00000 1796.00
GUARDRAIL END TREATMENT, I | | |
0025 601-06374 3.000 EACH | 850.00000 2550.00| 892.92000 2678.76| 846.00000 2538.00
GUARDRAIL TRANSITION, TGS-1 | | |
0026 601-06374 1.000 EACH | 1105.00000 1105.00| 1163.51000 1163.51| 1100.00000 1100.00
GUARDRAIL TRANSITION, TGS-1 , MODIFIED | | |
0027 601-99105 162.500 LFT | 18.00000 2925.00| 17.31729 2814.06| 16.40000 2665.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 603-97461 138.000 LFT | 26.90000 3712.20| 31.73261 4379.10| 11.75000 1621.50
TEMPORARY FENCE | | |
0029 609-06257 112.000 SYS | 91.98000 10301.76| 56.34866 6311.05| 86.00000 9632.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0030 615-06505 3.000 EACH | 725.00000 2175.00| 779.27667 2337.83| 738.00000 2214.00
MONUMENT, B | | |
0031 616-02320 616.000 SYS | 1.11000 683.76| 1.36372 840.05| 2.10000 1293.60
GEOTEXTILES | | |
0032 616-05688 413.000 TON | 52.65000 21744.45| 37.15634 15345.57| 58.00000 23954.00
RIPRAP, CLASS 1 | | |
0033 616-06405 87.000 TON | 34.89000 3035.43| 24.69862 2148.78| 35.00000 3045.00
RIPRAP, REVETMENT | | |
0034 621-01004 1.000 EACH | 300.00000 300.00| 216.48000 216.48| 205.00000 205.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0035 621-02363 2450.000 SYS | 0.58000 1421.00| 0.59527 1458.41| 0.56000 1372.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0036 621-02770 930.000 SYS | 1.48000 1376.40| 1.47197 1368.93| 1.40000 1302.00
EROSION CONTROL BLANKET | | |
0037 621-06559 3265.000 SYS | 0.62000 2024.30| 0.62775 2049.60| 0.60000 1959.00
MULCHED SEEDING, R | | |
0038 621-06567 1.000 kGAL | 5.00000 5.00| 1.07000 1.07| 1.03000 1.03
WATER | | |
0039 621-06574 152.000 SYS | 9.60000 1459.20| 9.97914 1516.83| 9.45000 1436.40
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -7
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-2124363 |( 6 ) 90-0177865
|MILESTONE CONTRACTORS LP |F A WIHELM CONSTRUCTION CO I |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 622-52436 2.000 EACH | 45.00000 90.00| 24.89000 49.78| 41.00000 82.00
SIGN, DO NOT MOW OR SPRAY | | |
0041 622-91786 52.000 EACH | 11.00000 572.00| 11.20212 582.51| 10.60000 551.20
SEEDLING | | |
0042 628-09401 8.000 MOS | 3032.00000 24256.00| 3148.49250 25187.94| 2200.00000 17600.00
FIELD OFFICE, A | | |
0043 701-09739 7.000 EACH | 110.37000 772.59| 93.07857 651.55| 103.00000 721.00
PILE SHOE, HP 12 X 53 | | |
0044 701-51195 452.000 LFT | 37.62000 17004.24| 84.61792 38247.30| 57.00000 25764.00
PILE, STEEL H, HP 12" X 53 | | |
0045 703-51032 18524.000 LBS | 0.84000 15560.16| 0.68403 12670.97| 0.82000 15189.68
REINFORCING STEEL, EPOXY COATED | | |
0046 704-51002 88.600 CYS | 723.12000 64068.43| 555.52980 49219.94| 730.00000 64678.00
CONCRETE, C, SUPERSTRUCTURE | | |
0047 706-06344 137.500 LFT | 59.20000 8140.00| 63.68815 8757.12| 60.40000 8305.00
RAILING, TS-1 | | |
0048 707-05979 780.000 SFT | 62.00000 48360.00| 58.72462 45805.20| 59.00000 46020.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 48 IN. | | |
0049 709-51821 LUMP | 2000.00000 2000.00| 1407.02000 1407.02| 1334.00000 1334.00
SURFACE SEAL | | |
0050 715-05169 67.000 LFT | 25.53000 1710.51| 49.84134 3339.37| 42.00000 2814.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0051 715-05407 72.000 LFT | 18.40000 1324.80| 16.48375 1186.83| 17.00000 1224.00
PIPE, END BENT DRAIN, 6 IN. | | |
0052 715-46005 1.000 EACH | 851.00000 851.00| 168.84000 168.84| 1563.00000 1563.00
PIPE END SECTION, 15 IN. | | |
0053 801-04308 4.000 EACH | 270.00000 1080.00| 335.52250 1342.09| 318.00000 1272.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0054 801-06625 3.000 EACH | 89.00000 267.00| 86.58667 259.76| 82.00000 246.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0055 801-06640 9.000 EACH | 150.00000 1350.00| 140.70222 1266.32| 133.00000 1197.00
CONSTRUCTION SIGN, A | | |
0056 801-07118 96.000 LFT | 12.60000 1209.60| 8.65865 831.23| 8.20000 787.20
BARRICADE, III-A | | |
0057 801-07119 48.000 LFT | 15.00000 720.00| 9.47042 454.58| 9.00000 432.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 395,906.97| $ 412,998.47| $ 422,731.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 395,906.97| $ 412,998.47| $ 422,731.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -8
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 26-3919039 |( 9 ) 35-1035122
|CLR INC |ALVERNO CONSTRUCTION COMPANY |GARIUP CONSTRUCTION CO 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 | 3850.00000 3850.00| 25665.75000 25665.75| 70000.00000 70000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 22100.00000 22100.00| 21654.60000 21654.60| 55748.00000 55748.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 2200.00000 2200.00| 9537.00000 9537.00| 20000.00000 20000.00
CLEARING RIGHT OF WAY | | |
0009 202-02286 1.000 EACH | 35000.00000 35000.00| 101653.20000 101653.20| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE , RELOCATE | | |
HISTORIC TRUSS | | |
0010 203-02000 390.000 CYS | 15.00000 5850.00| 11.22000 4375.80| 20.00000 7800.00
EXCAVATION, COMMON | | |
0011 203-51223 155.000 CYS | 12.50000 1937.50| 11.22000 1739.10| 30.00000 4650.00
EXCAVATION, WATERWAY | | |
0012 205-06936 9.000 TON | 85.00000 765.00| 31.17000 280.53| 200.00000 1800.00
TEMPORARY SEDIMENT TRAP | | |
0013 205-06937 420.000 LFT | 3.75000 1575.00| 2.30000 966.00| 7.00000 2940.00
TEMPORARY SILT FENCE | | |
0014 207-08267 1360.000 SYS | 4.25000 5780.00| 7.85000 10676.00| 10.00000 13600.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0015 211-02050 1005.000 CYS | 27.00000 27135.00| 18.79000 18883.95| 30.00000 30150.00
B BORROW | | |
0016 211-06467 26.000 CYS | 125.00000 3250.00| 40.39000 1050.14| 50.00000 1300.00
AGGREGATE FOR END BENT BACKFILL | | |
0017 211-07454 3.400 CYS | 200.00000 680.00| 204.60000 695.64| 40.00000 136.00
STRUCTURE BACKFILL | | |
0018 301-07448 527.000 TON | 25.00000 13175.00| 17.11000 9016.97| 25.00000 13175.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0019 302-07455 18.000 CYS | 130.00000 2340.00| 38.15000 686.70| 10.00000 180.00
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -9
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 26-3919039 |( 9 ) 35-1035122
|CLR INC |ALVERNO CONSTRUCTION COMPANY |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07432 95.000 TON | 96.00000 9120.00| 96.49000 9166.55| 110.00000 10450.00
HMA SURFACE, TYPE A | | |
0021 402-07435 160.000 TON | 90.00000 14400.00| 89.76000 14361.60| 100.00000 16000.00
HMA INTERMEDIATE, TYPE A | | |
0022 406-05521 1150.000 SYS | 0.25000 287.50| 0.28000 322.00| 0.50000 575.00
ASPHALT FOR TACK COAT | | |
0023 601-01839 1.000 EACH | 1920.00000 1920.00| 2032.22000 2032.22| 2000.00000 2000.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0024 601-06037 2.000 EACH | 976.00000 1952.00| 1030.84000 2061.68| 1000.00000 2000.00
GUARDRAIL END TREATMENT, I | | |
0025 601-06374 3.000 EACH | 920.00000 2760.00| 971.93000 2915.79| 1000.00000 3000.00
GUARDRAIL TRANSITION, TGS-1 | | |
0026 601-06374 1.000 EACH | 1200.00000 1200.00| 1266.46000 1266.46| 1200.00000 1200.00
GUARDRAIL TRANSITION, TGS-1 , MODIFIED | | |
0027 601-99105 162.500 LFT | 18.00000 2925.00| 18.85000 3063.13| 18.00000 2925.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 603-97461 138.000 LFT | 15.00000 2070.00| 11.87000 1638.06| 15.00000 2070.00
TEMPORARY FENCE | | |
0029 609-06257 112.000 SYS | 130.00000 14560.00| 226.40000 25356.80| 100.00000 11200.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0030 615-06505 3.000 EACH | 720.00000 2160.00| 848.23000 2544.69| 800.00000 2400.00
MONUMENT, B | | |
0031 616-02320 616.000 SYS | 4.00000 2464.00| 2.24000 1379.84| 3.00000 1848.00
GEOTEXTILES | | |
0032 616-05688 413.000 TON | 47.00000 19411.00| 45.44000 18766.72| 70.00000 28910.00
RIPRAP, CLASS 1 | | |
0033 616-06405 87.000 TON | 44.00000 3828.00| 28.05000 2440.35| 60.00000 5220.00
RIPRAP, REVETMENT | | |
0034 621-01004 1.000 EACH | 500.00000 500.00| 224.40000 224.40| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0035 621-02363 2450.000 SYS | 0.55000 1347.50| 0.62000 1519.00| 1.00000 2450.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0036 621-02770 930.000 SYS | 1.52000 1413.60| 1.53000 1422.90| 2.00000 1860.00
EROSION CONTROL BLANKET | | |
0037 621-06559 3265.000 SYS | 0.65000 2122.25| 0.65000 2122.25| 1.00000 3265.00
MULCHED SEEDING, R | | |
0038 621-06567 1.000 kGAL | 1.00000 1.00| 1122.00000 1122.00| 200.00000 200.00
WATER | | |
0039 621-06574 152.000 SYS | 12.00000 1824.00| 10.34000 1571.68| 12.00000 1824.00
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 390 -10
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -29646-A COUNTIES : CARROLL
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 26-3919039 |( 9 ) 35-1035122
|CLR INC |ALVERNO CONSTRUCTION COMPANY |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 622-52436 2.000 EACH | 45.00000 90.00| 44.88000 89.76| 30.00000 60.00
SIGN, DO NOT MOW OR SPRAY | | |
0041 622-91786 52.000 EACH | 12.00000 624.00| 11.61000 603.72| 20.00000 1040.00
SEEDLING | | |
0042 628-09401 8.000 MOS | 2100.00000 16800.00| 2224.37000 17794.96| 3500.00000 28000.00
FIELD OFFICE, A | | |
0043 701-09739 7.000 EACH | 150.00000 1050.00| 94.25000 659.75| 300.00000 2100.00
PILE SHOE, HP 12 X 53 | | |
0044 701-51195 452.000 LFT | 42.00000 18984.00| 59.84000 27047.68| 130.00000 58760.00
PILE, STEEL H, HP 12" X 53 | | |
0045 703-51032 18524.000 LBS | 1.00000 18524.00| 0.85000 15745.40| 1.00000 18524.00
REINFORCING STEEL, EPOXY COATED | | |
0046 704-51002 88.600 CYS | 850.00000 75310.00| 767.63000 68012.02| 800.00000 70880.00
CONCRETE, C, SUPERSTRUCTURE | | |
0047 706-06344 137.500 LFT | 75.00000 10312.50| 69.33000 9532.88| 70.00000 9625.00
RAILING, TS-1 | | |
0048 707-05979 780.000 SFT | 91.62000 71463.60| 62.82000 48999.60| 80.00000 62400.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 48 IN. | | |
0049 709-51821 LUMP | 2500.00000 2500.00| 841.50000 841.50| 1500.00000 1500.00
SURFACE SEAL | | |
0050 715-05169 67.000 LFT | 41.00000 2747.00| 34.11000 2285.37| 80.00000 5360.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0051 715-05407 72.000 LFT | 19.00000 1368.00| 28.05000 2019.60| 40.00000 2880.00
PIPE, END BENT DRAIN, 6 IN. | | |
0052 715-46005 1.000 EACH | 350.00000 350.00| 213.18000 213.18| 800.00000 800.00
PIPE END SECTION, 15 IN. | | |
0053 801-04308 4.000 EACH | 350.00000 1400.00| 347.82000 1391.28| 350.00000 1400.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0054 801-06625 3.000 EACH | 200.00000 600.00| 89.76000 269.28| 100.00000 300.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0055 801-06640 9.000 EACH | 150.00000 1350.00| 145.86000 1312.74| 150.00000 1350.00
CONSTRUCTION SIGN, A | | |
0056 801-07118 96.000 LFT | 9.00000 864.00| 8.98000 862.08| 10.00000 960.00
BARRICADE, III-A | | |
0057 801-07119 48.000 LFT | 10.00000 480.00| 9.82000 471.36| 10.00000 480.00
BARRICADE, III-B | | |
SECTION TOTALS | $ 436,725.45| $ 500,336.66| $ 627,800.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 436,725.45| $ 500,336.66| $ 627,800.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT, CONCRETE COMPLETION DATE : 08/30/10
LOCATION : ON CR 200E OVER NORTON CREEK PROJECT(S) : 0088600
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1673827 H E HENDERSON INC $ 662,919.69 100.0000%
2 35-1801998 CLR INC $ 667,131.32 100.6353%
3 90-0177865 HIS CONSTRUCTORS LLC $ 684,725.23 103.2893%
4 35-1381845 GEORGE R HARVEY & SON INC $ 699,096.36 105.4572%
5 35-1917625 MILESTONE CONTRACTORS LP $ 738,857.00 111.4550%
6 35-1523985 WIRTZ & YATES INC $ 765,542.89 115.4805%
7 35-2124363 F A WILHELM CONSTRUCTION CO INC & SUBSIDARIES $ 783,999.23 118.2646%
8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 988,500.00 149.1131%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -2
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 90-0177865
|H E HENDERSON INC |CLR INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, CONCRETE
| | |
0001 105-06845 LUMP | 16329.24000 16329.24| 5300.00000 5300.00| 6400.00000 6400.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 36500.00000 36500.00| 35760.00000 35760.00| 33750.00000 33750.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 25408.56000 25408.56| 14300.00000 14300.00| 3375.00000 3375.00
CLEARING RIGHT OF WAY | | |
0010 202-02286 1.000 EACH | 17599.32000 17599.32| 16745.00000 16745.00| 41400.00000 41400.00
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 237.000 CYS | 8.37000 1983.69| 70.00000 16590.00| 55.00000 13035.00
EXCAVATION, COMMON | | |
0012 203-02070 5820.000 CYS | 18.02000 104876.40| 11.85000 68967.00| 15.00000 87300.00
BORROW | | |
0013 203-51223 1816.000 CYS | 6.56000 11912.96| 9.50000 17252.00| 11.77000 21374.32
EXCAVATION, WATERWAY | | |
0014 205-02770 1147.000 SYS | 2.36000 2706.92| 1.45000 1663.15| 1.33000 1525.51
EROSION CONTROL BLANKET | | |
0015 205-03371 187.000 CYS | 24.96000 4667.52| 12.00000 2244.00| 24.05000 4497.35
SEDIMENT, REMOVE | | |
0016 205-06934 2.800 TON | 446.25000 1249.50| 480.00000 1344.00| 631.00000 1766.80
TEMPORARY MULCHING | | |
0017 205-06936 195.000 TON | 26.76000 5218.20| 25.00000 4875.00| 37.99000 7408.05
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1291.000 LFT | 2.84000 3666.44| 2.70000 3485.70| 1.74000 2246.34
TEMPORARY SILT FENCE | | |
0019 205-09543 100.000 TON | 24.38000 2438.00| 23.00000 2300.00| 35.56000 3556.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -3
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 90-0177865
|H E HENDERSON INC |CLR INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08266 2007.000 SYS | 7.52000 15092.64| 0.75000 1505.25| 7.51000 15072.57
SUBGRADE TREATMENT, TYPE III | | |
0021 211-06467 106.000 CYS | 39.21000 4156.26| 46.00000 4876.00| 72.65000 7700.90
AGGREGATE FOR END BENT BACKFILL | | |
0022 302-07455 43.000 CYS | 64.45000 2771.35| 59.00000 2537.00| 81.18000 3490.74
DENSE GRADED SUBBASE | | |
0023 303-01180 1268.000 TON | 21.39000 27122.52| 16.50000 20922.00| 25.59000 32448.12
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 112.000 SYS | 12.93000 1448.16| 8.45000 946.40| 17.09000 1914.08
MILLING, TRANSITION | | |
0025 402-07432 172.000 TON | 105.53000 18151.16| 97.00000 16684.00| 100.55000 17294.60
HMA SURFACE, TYPE A | | |
0026 402-07435 289.000 TON | 80.31000 23209.59| 74.00000 21386.00| 76.95000 22238.55
HMA INTERMEDIATE, TYPE A | | |
0027 406-05521 2100.000 SYS | 0.37000 777.00| 0.35000 735.00| 0.36000 756.00
ASPHALT FOR TACK COAT | | |
0028 601-02103 59.600 LFT | 22.05000 1314.18| 35.00000 2086.00| 21.55000 1284.38
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0029 601-06037 4.000 EACH | 929.25000 3717.00| 987.00000 3948.00| 908.02000 3632.08
GUARDRAIL END TREATMENT, I | | |
0030 601-06374 4.000 EACH | 871.50000 3486.00| 926.00000 3704.00| 851.59000 3406.36
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-99105 184.200 LFT | 16.91000 3114.82| 18.00000 3315.60| 16.52000 3042.98
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 609-06257 128.000 SYS | 90.60000 11596.80| 122.00000 15616.00| 77.73000 9949.44
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0033 615-06490 10.000 EACH | 128.10000 1281.00| 95.00000 950.00| 125.17000 1251.70
RIGHT OF WAY MARKER | | |
0034 616-02320 1066.000 SYS | 3.21000 3421.86| 4.00000 4264.00| 1.95000 2078.70
GEOTEXTILES | | |
0035 616-06405 686.000 TON | 22.37000 15345.82| 40.00000 27440.00| 30.54000 20950.44
RIPRAP, REVETMENT | | |
0036 621-01004 3.000 EACH | 630.00000 1890.00| 488.00000 1464.00| 641.26000 1923.78
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-06545 0.900 TON | 577.50000 519.75| 3015.00000 2713.50| 1026.01000 923.41
FERTILIZER | | |
0038 621-06553 120.000 LBS | 3.41000 409.20| 9.00000 1080.00| 8.28000 993.60
SEED MIXTURE, R | | |
0039 621-06557 210.000 LBS | 1.94000 407.40| 4.70000 987.00| 4.82000 1012.20
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -4
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 90-0177865
|H E HENDERSON INC |CLR INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-06565 4.200 TON | 446.25000 1874.25| 335.00000 1407.00| 307.80000 1292.76
MULCHING MATERIAL | | |
0041 621-06567 41.000 kGAL | 5.25000 215.25| 0.78000 31.98| 1.03000 42.23
WATER | | |
0042 622-52436 9.000 EACH | 31.50000 283.50| 31.00000 279.00| 41.04000 369.36
SIGN, DO NOT MOW OR SPRAY | | |
0043 622-91786 231.000 EACH | 8.40000 1940.40| 7.15000 1651.65| 9.39000 2169.09
SEEDLING | | |
0044 628-09401 10.000 MOS | 1819.00000 18190.00| 2060.00000 20600.00| 1900.00000 19000.00
FIELD OFFICE, A | | |
0045 701-01849 685.000 LFT | 49.47000 33886.95| 52.50000 35962.50| 35.00000 23975.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
312 IN., 14 IN. | | |
0046 701-93633 120.000 LFT | 112.94000 13552.80| 95.00000 11400.00| 150.00000 18000.00
OVERSIZED PREDRILLED PILE HOLES | | |
0047 703-51032 26343.000 LBS | 0.93000 24498.99| 0.87000 22918.41| 0.84000 22128.12
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 152.200 CYS | 445.50000 67805.10| 520.00000 79144.00| 650.00000 98930.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06344 200.000 LFT | 62.29000 12458.00| 67.00000 13400.00| 56.43000 11286.00
RAILING, TS-1 | | |
0050 707-07605 420.000 LFT | 228.63000 96024.60| 322.10000 135282.00| 224.00000 94080.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0051 709-51821 LUMP | 1669.50000 1669.50| 2680.00000 2680.00| 1631.36000 1631.36
SURFACE SEAL | | |
0052 715-05407 92.000 LFT | 7.61000 700.12| 14.00000 1288.00| 14.67000 1349.64
PIPE, END BENT DRAIN, 6 IN. | | |
0053 801-03290 4.000 EACH | 257.25000 1029.00| 156.00000 624.00| 205.20000 820.80
CONSTRUCTION SIGN, C | | |
0054 801-03291 2.000 EACH | 99.75000 199.50| 31.00000 62.00| 41.04000 82.08
CONSTRUCTION SIGN, D | | |
0055 801-04308 3.000 EACH | 367.50000 1102.50| 949.00000 2847.00| 436.06000 1308.18
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 15.000 EACH | 82.95000 1244.25| 100.00000 1500.00| 92.34000 1385.10
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 12.000 EACH | 236.25000 2835.00| 200.00000 2400.00| 184.68000 2216.16
CONSTRUCTION SIGN, A | | |
0058 801-06775 LUMP | 4359.45000 4359.45| 1000.00000 1000.00| 750.00000 750.00
MAINTAINING TRAFFIC | | |
0059 801-07118 72.000 LFT | 13.13000 945.36| 11.00000 792.00| 14.36000 1033.92
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -5
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 90-0177865
|H E HENDERSON INC |CLR INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 802-05701 84.000 LFT | 11.55000 970.20| 12.00000 1008.00| 11.29000 948.36
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0061 802-76025 16.300 SFT | 26.25000 427.88| 28.00000 456.40| 25.65000 418.10
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0062 802-76035 27.000 SFT | 18.90000 510.30| 20.00000 540.00| 18.47000 498.69
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0063 808-06713 1639.000 LFT | 0.44000 721.16| 0.33000 540.87| 0.36000 590.04
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0064 808-06714 1496.000 LFT | 0.44000 658.24| 0.33000 493.68| 0.36000 538.56
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0065 808-75008 241.000 LFT | 0.88000 212.08| 0.86000 207.26| 0.92000 221.72
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0066 808-75015 109.000 LFT | 2.05000 223.45| 0.33000 35.97| 0.36000 39.24
LINE, PAINT, SOLID, WHITE, 12 IN. | | |
0067 808-75297 28.000 LFT | 20.95000 586.60| 21.00000 588.00| 21.99000 615.72
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 662,919.69| $ 667,131.32| $ 684,725.23
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 662,919.69| $ 667,131.32| $ 684,725.23
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -6
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1917625 |( 6 ) 35-1523985
|GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, CONCRETE
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 4500.00000 4500.00| 7500.00000 7500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 35000.00000 35000.00| 39132.20000 39132.20| 39000.00000 39000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 30000.00000 30000.00| 19456.10000 19456.10| 33000.00000 33000.00
CLEARING RIGHT OF WAY | | |
0010 202-02286 1.000 EACH | 15000.00000 15000.00| 44473.00000 44473.00| 25000.00000 25000.00
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 237.000 CYS | 15.00000 3555.00| 55.00000 13035.00| 10.00000 2370.00
EXCAVATION, COMMON | | |
0012 203-02070 5820.000 CYS | 18.00000 104760.00| 17.30000 100686.00| 17.00000 98940.00
BORROW | | |
0013 203-51223 1816.000 CYS | 10.00000 18160.00| 12.50000 22700.00| 10.00000 18160.00
EXCAVATION, WATERWAY | | |
0014 205-02770 1147.000 SYS | 1.43000 1640.21| 1.75000 2007.25| 2.00000 2294.00
EROSION CONTROL BLANKET | | |
0015 205-03371 187.000 CYS | 10.00000 1870.00| 18.99000 3551.13| 10.00000 1870.00
SEDIMENT, REMOVE | | |
0016 205-06934 2.800 TON | 676.50000 1894.20| 400.00000 1120.00| 800.00000 2240.00
TEMPORARY MULCHING | | |
0017 205-06936 195.000 TON | 30.00000 5850.00| 82.33000 16054.35| 23.00000 4485.00
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1291.000 LFT | 1.87000 2414.17| 1.80000 2323.80| 3.50000 4518.50
TEMPORARY SILT FENCE | | |
0019 205-09543 100.000 TON | 25.00000 2500.00| 24.11000 2411.00| 23.00000 2300.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -7
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1917625 |( 6 ) 35-1523985
|GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08266 2007.000 SYS | 4.00000 8028.00| 3.03000 6081.21| 12.00000 24084.00
SUBGRADE TREATMENT, TYPE III | | |
0021 211-06467 106.000 CYS | 39.00000 4134.00| 75.33000 7984.98| 27.00000 2862.00
AGGREGATE FOR END BENT BACKFILL | | |
0022 302-07455 43.000 CYS | 33.00000 1419.00| 80.15000 3446.45| 29.00000 1247.00
DENSE GRADED SUBBASE | | |
0023 303-01180 1268.000 TON | 18.00000 22824.00| 18.30000 23204.40| 23.00000 29164.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 112.000 SYS | 13.50000 1512.00| 22.60000 2531.20| 27.00000 3024.00
MILLING, TRANSITION | | |
0025 402-07432 172.000 TON | 107.80000 18541.60| 118.25000 20339.00| 130.00000 22360.00
HMA SURFACE, TYPE A | | |
0026 402-07435 289.000 TON | 82.50000 23842.50| 88.03000 25440.67| 105.00000 30345.00
HMA INTERMEDIATE, TYPE A | | |
0027 406-05521 2100.000 SYS | 0.39000 819.00| 0.14000 294.00| 0.75000 1575.00
ASPHALT FOR TACK COAT | | |
0028 601-02103 59.600 LFT | 23.10000 1376.76| 21.00000 1251.60| 24.00000 1430.40
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0029 601-06037 4.000 EACH | 973.50000 3894.00| 845.00000 3380.00| 1050.00000 4200.00
GUARDRAIL END TREATMENT, I | | |
0030 601-06374 4.000 EACH | 913.00000 3652.00| 850.00000 3400.00| 1000.00000 4000.00
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-99105 184.200 LFT | 17.71000 3262.18| 18.00000 3315.60| 19.10000 3518.22
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 609-06257 128.000 SYS | 70.00000 8960.00| 115.22000 14748.16| 60.00000 7680.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0033 615-06490 10.000 EACH | 134.20000 1342.00| 122.00000 1220.00| 200.00000 2000.00
RIGHT OF WAY MARKER | | |
0034 616-02320 1066.000 SYS | 3.00000 3198.00| 1.05000 1119.30| 5.00000 5330.00
GEOTEXTILES | | |
0035 616-06405 686.000 TON | 27.00000 18522.00| 34.00000 23324.00| 25.00000 17150.00
RIPRAP, REVETMENT | | |
0036 621-01004 3.000 EACH | 687.50000 2062.50| 450.00000 1350.00| 1050.00000 3150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-06545 0.900 TON | 1100.00000 990.00| 1000.00000 900.00| 1250.00000 1125.00
FERTILIZER | | |
0038 621-06553 120.000 LBS | 8.88000 1065.60| 8.07000 968.40| 9.50000 1140.00
SEED MIXTURE, R | | |
0039 621-06557 210.000 LBS | 5.17000 1085.70| 4.33000 909.30| 6.00000 1260.00
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -8
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1917625 |( 6 ) 35-1523985
|GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-06565 4.200 TON | 330.00000 1386.00| 300.00000 1260.00| 400.00000 1680.00
MULCHING MATERIAL | | |
0041 621-06567 41.000 kGAL | 1.10000 45.10| 150.00000 6150.00| 1.00000 41.00
WATER | | |
0042 622-52436 9.000 EACH | 44.00000 396.00| 45.00000 405.00| 50.00000 450.00
SIGN, DO NOT MOW OR SPRAY | | |
0043 622-91786 231.000 EACH | 10.07000 2326.17| 9.15000 2113.65| 10.50000 2425.50
SEEDLING | | |
0044 628-09401 10.000 MOS | 2200.00000 22000.00| 2848.75000 28487.50| 2400.00000 24000.00
FIELD OFFICE, A | | |
0045 701-01849 685.000 LFT | 46.00000 31510.00| 55.20000 37812.00| 38.00000 26030.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
312 IN., 14 IN. | | |
0046 701-93633 120.000 LFT | 86.80000 10416.00| 73.51000 8821.20| 110.00000 13200.00
OVERSIZED PREDRILLED PILE HOLES | | |
0047 703-51032 26343.000 LBS | 0.87000 22918.41| 0.76000 20020.68| 1.00000 26343.00
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 152.200 CYS | 625.00000 95125.00| 780.40000 118776.88| 550.00000 83710.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06344 200.000 LFT | 65.50000 13100.00| 57.60000 11520.00| 65.00000 13000.00
RAILING, TS-1 | | |
0050 707-07605 420.000 LFT | 286.00000 120120.00| 170.00000 71400.00| 350.00000 147000.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0051 709-51821 LUMP | 2650.00000 2650.00| 3000.00000 3000.00| 2500.00000 2500.00
SURFACE SEAL | | |
0052 715-05407 92.000 LFT | 10.00000 920.00| 16.60000 1527.20| 6.50000 598.00
PIPE, END BENT DRAIN, 6 IN. | | |
0053 801-03290 4.000 EACH | 220.00000 880.00| 245.00000 980.00| 200.00000 800.00
CONSTRUCTION SIGN, C | | |
0054 801-03291 2.000 EACH | 44.00000 88.00| 95.00000 190.00| 300.00000 600.00
CONSTRUCTION SIGN, D | | |
0055 801-04308 3.000 EACH | 467.50000 1402.50| 285.00000 855.00| 625.00000 1875.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 15.000 EACH | 99.00000 1485.00| 89.00000 1335.00| 115.00000 1725.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 12.000 EACH | 198.00000 2376.00| 150.00000 1800.00| 325.00000 3900.00
CONSTRUCTION SIGN, A | | |
0058 801-06775 LUMP | 1500.00000 1500.00| 695.00000 695.00| 1350.00000 1350.00
MAINTAINING TRAFFIC | | |
0059 801-07118 72.000 LFT | 15.40000 1108.80| 13.00000 936.00| 14.50000 1044.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -9
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( 5 ) 35-1917625 |( 6 ) 35-1523985
|GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 802-05701 84.000 LFT | 12.10000 1016.40| 11.00000 924.00| 13.00000 1092.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0061 802-76025 16.300 SFT | 27.50000 448.25| 25.00000 407.50| 27.00000 440.10
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0062 802-76035 27.000 SFT | 19.80000 534.60| 18.00000 486.00| 20.00000 540.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0063 808-06713 1639.000 LFT | 0.39000 639.21| 0.42000 688.38| 0.45000 737.55
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0064 808-06714 1496.000 LFT | 0.39000 583.44| 0.42000 628.32| 0.47000 703.12
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0065 808-75008 241.000 LFT | 0.99000 238.59| 0.84000 202.44| 2.50000 602.50
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0066 808-75015 109.000 LFT | 0.39000 42.51| 1.95000 212.55| 4.00000 436.00
LINE, PAINT, SOLID, WHITE, 12 IN. | | |
0067 808-75297 28.000 LFT | 23.57000 659.96| 19.95000 558.60| 14.00000 392.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 699,096.36| $ 738,857.00| $ 765,542.89
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 699,096.36| $ 738,857.00| $ 765,542.89
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -10
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-2124363 |( 8 ) 35-2040801 |( )
|F A WIHELM CONSTRUCTION CO I |GOHMANN ASPHALT & CONSTR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, CONCRETE
| | |
0001 105-06845 LUMP | 6572.44000 6572.44| 14861.84000 14861.84|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 71436.52000 71436.52| 49000.00000 49000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 12289.92000 12289.92| 19500.00000 19500.00|
CLEARING RIGHT OF WAY | | |
0010 202-02286 1.000 EACH | 21555.46000 21555.46| 45000.00000 45000.00|
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 237.000 CYS | 49.82219 11807.86| 28.00000 6636.00|
EXCAVATION, COMMON | | |
0012 203-02070 5820.000 CYS | 21.83332 127069.92| 24.75000 144045.00|
BORROW | | |
0013 203-51223 1816.000 CYS | 8.46401 15370.64| 23.00000 41768.00|
EXCAVATION, WATERWAY | | |
0014 205-02770 1147.000 SYS | 1.38929 1593.52| 1.30000 1491.10|
EROSION CONTROL BLANKET | | |
0015 205-03371 187.000 CYS | 29.41032 5499.73| 10.00000 1870.00|
SEDIMENT, REMOVE | | |
0016 205-06934 2.800 TON | 657.24643 1840.29| 615.00000 1722.00|
TEMPORARY MULCHING | | |
0017 205-06936 195.000 TON | 32.68051 6372.70| 50.00000 9750.00|
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 1291.000 LFT | 1.81677 2345.45| 3.00000 3873.00|
TEMPORARY SILT FENCE | | |
0019 205-09543 100.000 TON | 23.25470 2325.47| 30.00000 3000.00|
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -11
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-2124363 |( 8 ) 35-2040801 |( )
|F A WIHELM CONSTRUCTION CO I |GOHMANN ASPHALT & CONSTR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08266 2007.000 SYS | 9.93881 19947.19| 10.00000 20070.00|
SUBGRADE TREATMENT, TYPE III | | |
0021 211-06467 106.000 CYS | 54.33208 5759.20| 86.00000 9116.00|
AGGREGATE FOR END BENT BACKFILL | | |
0022 302-07455 43.000 CYS | 42.75814 1838.60| 90.00000 3870.00|
DENSE GRADED SUBBASE | | |
0023 303-01180 1268.000 TON | 22.46384 28484.15| 27.50000 34870.00|
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 112.000 SYS | 26.71732 2992.34| 28.00000 3136.00|
MILLING, TRANSITION | | |
0025 402-07432 172.000 TON | 104.73145 18013.81| 98.00000 16856.00|
HMA SURFACE, TYPE A | | |
0026 402-07435 289.000 TON | 80.15170 23163.84| 75.00000 21675.00|
HMA INTERMEDIATE, TYPE A | | |
0027 406-05521 2100.000 SYS | 0.37404 785.48| 0.35000 735.00|
ASPHALT FOR TACK COAT | | |
0028 601-02103 59.600 LFT | 22.44228 1337.56| 21.00000 1251.60|
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0029 601-06037 4.000 EACH | 945.79250 3783.17| 885.00000 3540.00|
GUARDRAIL END TREATMENT, I | | |
0030 601-06374 4.000 EACH | 887.01000 3548.04| 830.00000 3320.00|
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-99105 184.200 LFT | 16.93024 3118.55| 16.10000 2965.62|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 609-06257 128.000 SYS | 59.29820 7590.17| 120.00000 15360.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0033 615-06490 10.000 EACH | 130.38000 1303.80| 122.00000 1220.00|
RIGHT OF WAY MARKER | | |
0034 616-02320 1066.000 SYS | 1.31449 1401.25| 9.00000 9594.00|
GEOTEXTILES | | |
0035 616-06405 686.000 TON | 29.60267 20307.43| 38.00000 26068.00|
RIPRAP, REVETMENT | | |
0036 621-01004 3.000 EACH | 667.92667 2003.78| 625.00000 1875.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-06545 0.900 TON | 1068.70000 961.83| 1000.00000 900.00|
FERTILIZER | | |
0038 621-06553 120.000 LBS | 8.62075 1034.49| 8.07000 968.40|
SEED MIXTURE, R | | |
0039 621-06557 210.000 LBS | 5.02286 1054.80| 4.70000 987.00|
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -12
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-2124363 |( 8 ) 35-2040801 |( )
|F A WIHELM CONSTRUCTION CO I |GOHMANN ASPHALT & CONSTR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 621-06565 4.200 TON | 320.60714 1346.55| 300.00000 1260.00|
MULCHING MATERIAL | | |
0041 621-06567 41.000 kGAL | 1.06829 43.80| 1.00000 41.00|
WATER | | |
0042 622-52436 9.000 EACH | 24.58111 221.23| 40.00000 360.00|
SIGN, DO NOT MOW OR SPRAY | | |
0043 622-91786 231.000 EACH | 9.77848 2258.83| 9.15000 2113.65|
SEEDLING | | |
0044 628-09401 10.000 MOS | 3136.60300 31366.03| 2000.00000 20000.00|
FIELD OFFICE, A | | |
0045 701-01849 685.000 LFT | 99.18838 67944.04| 50.00000 34250.00|
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
312 IN., 14 IN. | | |
0046 701-93633 120.000 LFT | 64.12133 7694.56| 85.00000 10200.00|
OVERSIZED PREDRILLED PILE HOLES | | |
0047 703-51032 26343.000 LBS | 0.66686 17567.09| 1.00000 26343.00|
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 152.200 CYS | 482.70749 73468.08| 875.00000 133175.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06344 200.000 LFT | 58.77795 11755.59| 75.00000 15000.00|
RAILING, TS-1 | | |
0050 707-07605 420.000 LFT | 290.13633 121857.26| 485.00000 203700.00|
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0051 709-51821 LUMP | 1699.21000 1699.21| 2400.00000 2400.00|
SURFACE SEAL | | |
0052 715-05407 92.000 LFT | 7.33109 674.46| 7.00000 644.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0053 801-03290 4.000 EACH | 213.74250 854.97| 245.00000 980.00|
CONSTRUCTION SIGN, C | | |
0054 801-03291 2.000 EACH | 42.74000 85.48| 95.00000 190.00|
CONSTRUCTION SIGN, D | | |
0055 801-04308 3.000 EACH | 454.19333 1362.58| 350.00000 1050.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 15.000 EACH | 96.18267 1442.74| 79.00000 1185.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 12.000 EACH | 192.36417 2308.37| 225.00000 2700.00|
CONSTRUCTION SIGN, A | | |
0058 801-06775 LUMP | 427.47000 427.47| 7000.00000 7000.00|
MAINTAINING TRAFFIC | | |
0059 801-07118 72.000 LFT | 14.96153 1077.23| 12.50000 900.00|
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 400 -13
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30643-A COUNTIES : VERMILLION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-2124363 |( 8 ) 35-2040801 |( )
|F A WIHELM CONSTRUCTION CO I |GOHMANN ASPHALT & CONSTR INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 802-05701 84.000 LFT | 11.75560 987.47| 11.00000 924.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0061 802-76025 16.300 SFT | 26.68528 434.97| 25.00000 407.50|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0062 802-76035 27.000 SFT | 19.23593 519.37| 18.00000 486.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0063 808-06713 1639.000 LFT | 0.37405 613.07| 0.42000 688.38|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0064 808-06714 1496.000 LFT | 0.37403 559.55| 0.42000 628.32|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0065 808-75008 241.000 LFT | 0.96187 231.81| 0.84000 202.44|
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0066 808-75015 109.000 LFT | 0.37404 40.77| 1.95000 212.55|
LINE, PAINT, SOLID, WHITE, 12 IN. | | |
0067 808-75297 28.000 LFT | 22.90179 641.25| 19.95000 558.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 783,999.23| $ 988,500.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 783,999.23| $ 988,500.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 07/30/10
LOCATION : ON CR 300S OVER LUCAS DITCH PROJECT(S) : 0500071
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1374866 PRIMCO INC $ 737,300.57 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 788,157.75 106.8978%
3 35-2124363 F A WILHELM CONSTRUCTION CO INC & SUBSIDARIES $ 806,999.87 109.4533%
4 35-1310611 DUNCAN ROBERTSON INC $ 817,123.70 110.8264%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,005,022.71 136.3111%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -2
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1385672 |( 3 ) 35-2124363
|PRIMCO INC |FORCE CONSTRUCTION CO INC |F A WIHELM CONSTRUCTION CO IN
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 | 4736.25000 4736.25| 4345.37000 4345.37| 6404.97000 6404.97
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 36865.00000 36865.00| 40824.00000 40824.00| 73246.23000 73246.23
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 29492.02000 29492.02| 19745.39000 19745.39| 19424.86000 19424.86
CLEARING RIGHT OF WAY | | |
0009 202-02286 1.000 EACH | 31882.11000 31882.11| 11924.72000 11924.72| 40653.44000 40653.44
PRESENT STRUCTURE, REMOVE | | |
0010 203-02000 3170.000 CYS | 11.17000 35408.90| 11.59000 36740.30| 10.09708 32007.74
EXCAVATION, COMMON | | |
0011 203-02070 5785.000 CYS | 7.50000 43387.50| 14.53000 84056.05| 9.61626 55630.06
BORROW | | |
0012 205-02770 2470.000 SYS | 1.85000 4569.50| 1.26000 3112.20| 2.13499 5273.43
EROSION CONTROL BLANKET | | |
0013 205-06931 88.000 TON | 44.00000 3872.00| 45.77000 4027.76| 32.69523 2877.18
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 34.000 LFT | 33.50000 1139.00| 25.40000 863.60| 6.40500 217.77
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06936 50.000 TON | 39.00000 1950.00| 40.05000 2002.50| 23.31960 1165.98
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 270.000 LFT | 4.55000 1228.50| 2.95000 796.50| 3.46937 936.73
TEMPORARY SILT FENCE | | |
0017 205-06938 155.000 LFT | 17.00000 2635.00| 6.94000 1075.70| 22.11729 3428.18
TEMPORARY SLOPE DRAIN | | |
0018 205-09543 100.000 TON | 25.00000 2500.00| 24.30000 2430.00| 18.27100 1827.10
NO 2 STONE | | |
0019 206-51230 22.000 CYS | 67.00000 1474.00| 163.60000 3599.20| 40.41955 889.23
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -3
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1385672 |( 3 ) 35-2124363
|PRIMCO INC |FORCE CONSTRUCTION CO INC |F A WIHELM CONSTRUCTION CO IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08265 4200.000 SYS | 5.50000 23100.00| 7.79000 32718.00| 9.37586 39378.61
SUBGRADE TREATMENT, TYPE IIA | | |
0021 207-08267 125.000 SYS | 12.00000 1500.00| 10.18000 1272.50| 10.09704 1262.13
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 44.000 CYS | 70.00000 3080.00| 57.13000 2513.72| 32.00068 1408.03
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09264 6.000 CYS | 95.00000 570.00| 61.09000 366.54| 50.48500 302.91
STRUCTURE BACKFILL, TYPE 1 | | |
0024 301-07448 1290.000 TON | 18.50000 23865.00| 20.28000 26161.20| 18.27090 23569.46
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 302-07455 22.000 CYS | 80.00000 1760.00| 49.49000 1088.78| 43.37955 954.35
DENSE GRADED SUBBASE | | |
0026 402-07432 310.000 TON | 98.50000 30535.00| 65.00000 20150.00| 69.07761 21414.06
HMA SURFACE, TYPE A | | |
0027 402-07435 520.000 TON | 35.00000 18200.00| 52.00000 27040.00| 56.09692 29170.40
HMA INTERMEDIATE, TYPE A | | |
0028 402-07440 630.000 TON | 35.00000 22050.00| 49.00000 30870.00| 54.21813 34157.42
HMA BASE, TYPE A | | |
0029 406-05521 7450.000 SYS | 0.12000 894.00| 0.05000 372.50| 0.10675 795.29
ASPHALT FOR TACK COAT | | |
0030 601-01839 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1814.74000 1814.74
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0031 601-01846 1.000 EACH | 1550.00000 1550.00| 1550.00000 1550.00| 1654.61000 1654.61
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0032 601-06037 2.000 EACH | 860.00000 1720.00| 860.00000 1720.00| 918.05000 1836.10
GUARDRAIL END TREATMENT, I | | |
0033 601-06374 4.000 EACH | 810.00000 3240.00| 810.00000 3240.00| 864.67000 3458.68
GUARDRAIL TRANSITION, TGS-1 | | |
0034 601-99105 893.800 LFT | 15.80000 14122.04| 15.80000 14122.04| 16.86645 15075.23
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0035 603-06040 1900.000 LFT | 7.30000 13870.00| 7.30000 13870.00| 7.79272 14806.17
FENCE, FARM FIELD, 47 IN. | | |
0036 603-91748 4.000 EACH | 1330.00000 5320.00| 1330.00000 5320.00| 1419.77250 5679.09
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0037 609-06257 130.000 SYS | 85.00000 11050.00| 89.29000 11607.70| 58.92569 7660.34
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0038 610-07486 35.000 TON | 98.50000 3447.50| 80.00000 2800.00| 93.09657 3258.38
HMA FOR APPROACHES, TYPE A | | |
0039 611-06497 1.000 EACH | 370.00000 370.00| 300.00000 300.00| 320.24000 320.24
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -4
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1385672 |( 3 ) 35-2124363
|PRIMCO INC |FORCE CONSTRUCTION CO INC |F A WIHELM CONSTRUCTION CO IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06505 2.000 EACH | 770.00000 1540.00| 770.00000 1540.00| 821.98000 1643.96
MONUMENT, B | | |
0041 616-02320 1555.000 SYS | 2.12000 3296.60| 2.18000 3389.90| 1.44244 2242.99
GEOTEXTILES | | |
0042 616-05688 1085.000 TON | 55.00000 59675.00| 45.72000 49606.20| 46.63887 50603.17
RIPRAP, CLASS 1 | | |
0043 616-06405 158.000 TON | 35.00000 5530.00| 30.52000 4822.16| 23.88848 3774.38
RIPRAP, REVETMENT | | |
0044 616-06451 18.000 TON | 37.00000 666.00| 45.80000 824.40| 33.89778 610.16
RIPRAP, UNIFORM | | |
0045 621-01004 2.000 EACH | 575.00000 1150.00| 550.00000 1100.00| 640.50000 1281.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06545 0.900 TON | 950.00000 855.00| 600.00000 540.00| 587.11111 528.40
FERTILIZER | | |
0047 621-06553 280.000 LBS | 3.45000 966.00| 6.17000 1727.60| 3.46939 971.43
SEED MIXTURE, R | | |
0048 621-06557 250.000 LBS | 2.40000 600.00| 4.10000 1025.00| 1.97272 493.18
SEED MIXTURE, T | | |
0049 621-06565 6.500 TON | 375.00000 2437.50| 275.00000 1787.50| 448.34923 2914.27
MULCHING MATERIAL | | |
0050 621-06567 1.000 kGAL | 675.00000 675.00| 1.00000 1.00| 5.33000 5.33
WATER | | |
0051 621-06574 288.000 SYS | 4.20000 1209.60| 9.38000 2701.44| 7.20556 2075.20
SODDING | | |
0052 628-09401 12.000 MOS | 2200.00000 26400.00| 1520.46000 18245.52| 3131.32250 37575.87
FIELD OFFICE, A | | |
0053 701-91792 10.000 EACH | 110.00000 1100.00| 135.11000 1351.10| 92.01900 920.19
PILE TIP, STEEL H | | |
0054 701-95780 690.000 LFT | 50.00000 34500.00| 63.00000 43470.00| 59.86332 41305.69
PILE, STEEL H, HP 12" X 74 | | |
0055 703-51032 36782.000 LBS | 0.95000 34942.90| 0.89000 32735.98| 0.65864 24226.10
REINFORCING STEEL, EPOXY COATED | | |
0056 704-51002 158.900 CYS | 567.57000 90186.87| 514.30000 81722.27| 461.10592 73269.73
CONCRETE, C, SUPERSTRUCTURE | | |
0057 706-06344 237.500 LFT | 57.10000 13561.25| 54.71000 12993.63| 56.84417 13500.49
RAILING, TS-1 | | |
0058 707-09183 305.000 LFT | 210.29000 64138.45| 342.70000 104523.50| 286.82043 87480.23
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 60 IN. | | |
0059 709-51821 LUMP | 1646.40000 1646.40| 2500.00000 2500.00| 1750.70000 1750.70
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -5
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1385672 |( 3 ) 35-2124363
|PRIMCO INC |FORCE CONSTRUCTION CO INC |F A WIHELM CONSTRUCTION CO IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 715-05169 102.000 LFT | 40.00000 4080.00| 30.40000 3100.80| 27.88725 2844.50
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0061 715-05407 88.000 LFT | 13.86000 1219.68| 10.84000 953.92| 4.93716 434.47
PIPE, END BENT DRAIN, 6 IN. | | |
0062 715-46005 4.000 EACH | 225.00000 900.00| 57.14000 228.56| 362.53000 1450.12
PIPE END SECTION, 15 IN. | | |
0063 801-04308 4.000 EACH | 315.00000 1260.00| 315.00000 1260.00| 336.26250 1345.05
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 4.000 EACH | 88.00000 352.00| 88.00000 352.00| 93.93750 375.75
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 4.000 EACH | 121.00000 484.00| 121.00000 484.00| 129.16750 516.67
CONSTRUCTION SIGN, A | | |
0066 801-07118 48.000 LFT | 8.25000 396.00| 8.25000 396.00| 8.80708 422.74
BARRICADE, III-A | | |
0067 801-07119 48.000 LFT | 9.25000 444.00| 9.25000 444.00| 9.87417 473.96
BARRICADE, III-B | | |
SECTION TOTALS | $ 737,300.57| $ 788,157.75| $ 806,999.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 737,300.57| $ 788,157.75| $ 806,999.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -6
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1618530 |( )
|DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI |
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 | 8500.00000 8500.00| 8000.00000 8000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 37500.00000 37500.00| 50251.13000 50251.13|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 32000.00000 32000.00| 40200.90000 40200.90|
CLEARING RIGHT OF WAY | | |
0009 202-02286 1.000 EACH | 25000.00000 25000.00| 130000.00000 130000.00|
PRESENT STRUCTURE, REMOVE | | |
0010 203-02000 3170.000 CYS | 8.00000 25360.00| 14.00000 44380.00|
EXCAVATION, COMMON | | |
0011 203-02070 5785.000 CYS | 12.00000 69420.00| 20.00000 115700.00|
BORROW | | |
0012 205-02770 2470.000 SYS | 1.40000 3458.00| 1.26000 3112.20|
EROSION CONTROL BLANKET | | |
0013 205-06931 88.000 TON | 40.00000 3520.00| 50.00000 4400.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 34.000 LFT | 5.00000 170.00| 25.40000 863.60|
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06936 50.000 TON | 50.00000 2500.00| 50.00000 2500.00|
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 270.000 LFT | 0.95000 256.50| 2.95000 796.50|
TEMPORARY SILT FENCE | | |
0017 205-06938 155.000 LFT | 1.00000 155.00| 30.00000 4650.00|
TEMPORARY SLOPE DRAIN | | |
0018 205-09543 100.000 TON | 25.00000 2500.00| 50.00000 5000.00|
NO 2 STONE | | |
0019 206-51230 22.000 CYS | 25.00000 550.00| 100.00000 2200.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0020 207-08265 4200.000 SYS | 6.00000 25200.00| 6.00000 25200.00|
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -7
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1618530 |( )
|DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08267 125.000 SYS | 7.00000 875.00| 20.00000 2500.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 44.000 CYS | 42.00000 1848.00| 90.00000 3960.00|
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09264 6.000 CYS | 75.00000 450.00| 30.00000 180.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0024 301-07448 1290.000 TON | 21.00000 27090.00| 20.00000 25800.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 302-07455 22.000 CYS | 57.00000 1254.00| 90.00000 1980.00|
DENSE GRADED SUBBASE | | |
0026 402-07432 310.000 TON | 127.00000 39370.00| 98.50000 30535.00|
HMA SURFACE, TYPE A | | |
0027 402-07435 520.000 TON | 38.00000 19760.00| 35.00000 18200.00|
HMA INTERMEDIATE, TYPE A | | |
0028 402-07440 630.000 TON | 38.00000 23940.00| 35.00000 22050.00|
HMA BASE, TYPE A | | |
0029 406-05521 7450.000 SYS | 0.13000 968.50| 0.12000 894.00|
ASPHALT FOR TACK COAT | | |
0030 601-01839 1.000 EACH | 1870.00000 1870.00| 1700.00000 1700.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0031 601-01846 1.000 EACH | 1705.00000 1705.00| 1550.00000 1550.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0032 601-06037 2.000 EACH | 946.00000 1892.00| 860.00000 1720.00|
GUARDRAIL END TREATMENT, I | | |
0033 601-06374 4.000 EACH | 891.00000 3564.00| 810.00000 3240.00|
GUARDRAIL TRANSITION, TGS-1 | | |
0034 601-99105 893.800 LFT | 17.00000 15194.60| 15.80000 14122.04|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0035 603-06040 1900.000 LFT | 8.00000 15200.00| 7.30000 13870.00|
FENCE, FARM FIELD, 47 IN. | | |
0036 603-91748 4.000 EACH | 1463.00000 5852.00| 1330.00000 5320.00|
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0037 609-06257 130.000 SYS | 110.00000 14300.00| 100.00000 13000.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0038 610-07486 35.000 TON | 108.00000 3780.00| 98.50000 3447.50|
HMA FOR APPROACHES, TYPE A | | |
0039 611-06497 1.000 EACH | 330.00000 330.00| 300.00000 300.00|
MAILBOX ASSEMBLY, SINGLE | | |
0040 615-06505 2.000 EACH | 850.00000 1700.00| 770.00000 1540.00|
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -8
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1618530 |( )
|DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-02320 1555.000 SYS | 2.00000 3110.00| 3.00000 4665.00|
GEOTEXTILES | | |
0042 616-05688 1085.000 TON | 39.00000 42315.00| 40.00000 43400.00|
RIPRAP, CLASS 1 | | |
0043 616-06405 158.000 TON | 25.00000 3950.00| 30.00000 4740.00|
RIPRAP, REVETMENT | | |
0044 616-06451 18.000 TON | 25.00000 450.00| 30.00000 540.00|
RIPRAP, UNIFORM | | |
0045 621-01004 2.000 EACH | 605.00000 1210.00| 550.00000 1100.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06545 0.900 TON | 660.00000 594.00| 600.00000 540.00|
FERTILIZER | | |
0047 621-06553 280.000 LBS | 6.70000 1876.00| 6.17000 1727.60|
SEED MIXTURE, R | | |
0048 621-06557 250.000 LBS | 4.50000 1125.00| 4.10000 1025.00|
SEED MIXTURE, T | | |
0049 621-06565 6.500 TON | 302.00000 1963.00| 275.00000 1787.50|
MULCHING MATERIAL | | |
0050 621-06567 1.000 kGAL | 2.00000 2.00| 1.00000 1.00|
WATER | | |
0051 621-06574 288.000 SYS | 10.00000 2880.00| 9.38000 2701.44|
SODDING | | |
0052 628-09401 12.000 MOS | 1250.00000 15000.00| 2000.00000 24000.00|
FIELD OFFICE, A | | |
0053 701-91792 10.000 EACH | 120.00000 1200.00| 150.00000 1500.00|
PILE TIP, STEEL H | | |
0054 701-95780 690.000 LFT | 45.00000 31050.00| 75.00000 51750.00|
PILE, STEEL H, HP 12" X 74 | | |
0055 703-51032 36782.000 LBS | 0.80000 29425.60| 0.90000 33103.80|
REINFORCING STEEL, EPOXY COATED | | |
0056 704-51002 158.900 CYS | 650.00000 103285.00| 600.00000 95340.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0057 706-06344 237.500 LFT | 59.00000 14012.50| 65.00000 15437.50|
RAILING, TS-1 | | |
0058 707-09183 305.000 LFT | 450.00000 137250.00| 350.00000 106750.00|
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 60 IN. | | |
0059 709-51821 LUMP | 2500.00000 2500.00| 1640.00000 1640.00|
SURFACE SEAL | | |
0060 715-05169 102.000 LFT | 21.00000 2142.00| 35.00000 3570.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 410 -9
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31777-A COUNTIES : BLACKFORD
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1618530 |( )
|DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 715-05407 88.000 LFT | 6.00000 528.00| 25.00000 2200.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0062 715-46005 4.000 EACH | 250.00000 1000.00| 350.00000 1400.00|
PIPE END SECTION, 15 IN. | | |
0063 801-04308 4.000 EACH | 346.50000 1386.00| 315.00000 1260.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 4.000 EACH | 97.00000 388.00| 88.00000 352.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 4.000 EACH | 133.00000 532.00| 121.00000 484.00|
CONSTRUCTION SIGN, A | | |
0066 801-07118 48.000 LFT | 9.00000 432.00| 8.25000 396.00|
BARRICADE, III-A | | |
0067 801-07119 48.000 LFT | 10.00000 480.00| 9.25000 444.00|
BARRICADE, III-B | | |
SECTION TOTALS | $ 817,123.70| $ 1,005,022.71| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 817,123.70| $ 1,005,022.71| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 450 -1
VENDOR RANKING
CALL ORDER : 450 CONTRACT ID : M -32030-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : PARK ROAD MAINTENANCE COMPLETION DATE : 06/19/10
LOCATION : AT THE INDIANA STATE FAIRGROUNDS PROJECT(S) : 0900388
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 68,780.00 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 80,430.00 116.9381%
3 35-1139301 E & B PAVING INC $ 86,705.00 126.0614%
4 35-1917625 MILESTONE CONTRACTORS LP $ 99,400.00 144.5188%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 450 -2
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : M -32030-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PARK ROAD MAINTENANCE
| | |
0001 105-06845 LUMP | 1.00000 1.00| 1000.00000 1000.00| 250.00000 250.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 3439.00000 3439.00| 4000.00000 4000.00| 325.00000 325.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 306-08043 750.000 SYS | 4.00000 3000.00| 8.00000 6000.00| 12.00000 9000.00
MILLING, TRANSITION | | |
0009 402-07432 950.000 TON | 56.90000 54055.00| 70.00000 66500.00| 80.00000 76000.00
HMA SURFACE, TYPE A | | |
0010 406-05520 3.500 TON | 100.00000 350.00| 550.00000 1925.00| 250.00000 875.00
ASPHALT FOR TACK COAT | | |
0011 801-06775 LUMP | 7930.00000 7930.00| 1000.00000 1000.00| 250.00000 250.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 68,780.00| $ 80,430.00| $ 86,705.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 68,780.00| $ 80,430.00| $ 86,705.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 450 -3
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : M -32030-A COUNTIES : MARION
LETTING DATE : 10/07/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PARK ROAD MAINTENANCE
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 3000.00000 3000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 306-08043 750.000 SYS | 18.00000 13500.00| |
MILLING, TRANSITION | | |
0009 402-07432 950.000 TON | 83.00000 78850.00| |
HMA SURFACE, TYPE A | | |
0010 406-05520 3.500 TON | 500.00000 1750.00| |
ASPHALT FOR TACK COAT | | |
0011 801-06775 LUMP | 1295.00000 1295.00| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 99,400.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 99,400.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -1
VENDOR RANKING
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : LIGHTING MAINTENANCE COMPLETION DATE : 11/30/10
LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE LAPORTE DISTRICT PROJECT(S) : 0901420
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1262778 MIDWESTERN ELECTRIC $ 638,734.47 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -2
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LIGHTING MAINTENANCE
| | |
0001 105-08520 1.000 EACH | 332.00000 332.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 12.000 MOS | 20.84000 250.08| |
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 | 168.00000 168.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 202-95579 4.000 EACH | 18.48000 73.92| |
SERVICE POINT, REMOVE | | |
0010 702-90915 20.000 CYS | 76.44000 1528.80| |
CONCRETE, A | | |
0011 711-93963 10.000 EACH | 2.77000 27.70| |
ANCHOR BASE ADAPTER PLATE, INSTALL | | |
0012 715-97122 100.000 LFT | 0.42000 42.00| |
PIPE, PVC, 2 IN. | | |
0013 801-03290 4.000 EACH | 90.00000 360.00| |
CONSTRUCTION SIGN, C | | |
0014 801-05088 84.000 HRS | 147.00000 12348.00| |
MOVING LANE CLOSURE, 1 LANE | | |
0015 801-05089 64.000 HRS | 157.92000 10106.88| |
MOVING LANE CLOSURE, 2 LANES | | |
0016 801-06775 LUMP | 672.00000 672.00| |
MAINTAINING TRAFFIC | | |
0017 805-01408 20.000 EACH | 3.78000 75.60| |
FABREEKA PAD WITH HARDWARE, FURNISH | | |
0018 805-01409 20.000 EACH | 6.51000 130.20| |
FABREEKA PAD WITN HARDWARE, INSTALL | | |
0019 805-01419 40.000 EACH | 21.84000 873.60| |
CIRCUIT BREAKER, INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -3
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 805-01421 2.000 EACH | 25.20000 50.40| |
SERVICE POINT RISER AND WEATHERHEAD, | | |
FURNISH | | |
0021 805-01422 2.000 EACH | 50.40000 100.80| |
SERVICE POINT TYPE II ENCLOSURE, FURNIS | | |
0022 805-01426 4.000 EACH | 151.20000 604.80| |
SERVICE POINT MAIN BREAKER, FURNISH | | |
0023 805-02116 40.000 EACH | 15.96000 638.40| |
CIRCUIT BREAKER, FURNISH | | |
0024 805-06592 980.000 LFT | 4.70000 4606.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0025 805-86843 5000.000 LFT | 1.90000 9500.00| |
WIRE, NO. 4 COPPER, 1C | | |
0026 805-86898 1650.000 LFT | 0.21000 346.50| |
CONDUIT, STEEL, GALVANIZED, .75 IN. | | |
0027 805-87440 14.000 SET | 105.00000 1470.00| |
BREAKAWAY COUPLING WITH COVER,FURNISH | | |
0028 805-87740 10.000 EACH | 2.94000 29.40| |
AERIAL CABLE DEAD END | | |
0029 805-87746 980.000 LFT | 0.16000 156.80| |
AERIAL CABLE, TRIPLEX | | |
0030 805-87775 20.000 EACH | 163.80000 3276.00| |
SERVICE POINT, II, ENCLOSURES, INSTALL | | |
0031 805-91694 6.000 EACH | 268.80000 1612.80| |
NAVIGATION LIGHT PIER | | |
0032 805-91696 6.000 EACH | 403.20000 2419.20| |
NAVIGATION LIGHT CENTRE CHANNEL | | |
0033 805-91698 4.000 EACH | 67.20000 268.80| |
NAVIGATION LIGHT, FRESNEL LENS, 180 | | |
DEGREE SECTION | | |
0034 805-91699 3.000 EACH | 88.20000 264.60| |
NAVIGATION LIGHT, FRESNEL LENS, 360 | | |
DEGREE SECTION | | |
0035 805-91706 75.000 EACH | 33.60000 2520.00| |
ANCHOR BOLT, REPAIR | | |
0036 805-95519 50.000 LFT | 2.18000 109.00| |
FLEXIBLE CONDUIT, 0.75 IN. | | |
0037 805-95520 5.000 EACH | 13.44000 67.20| |
EXPANSION FITTING, 2 IN. | | |
0038 805-95521 5.000 EACH | 6.72000 33.60| |
EXPANSION FITTING, 0.75 IN. | | |
0039 805-95523 140.000 EACH | 6.55000 917.00| |
WATERPROOFING ELECTRICAL CONNECTOR | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -4
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 805-96197 10000.000 LFT | 0.16000 1600.00| |
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 10 | | |
COPPER STRANDED, 1/C | | |
0041 807-01407 8.000 SET | 14.28000 114.24| |
FOUNDATION, ANCHOR BOLTS, AND | | |
REINFORCING STEEL, INSTALL | | |
0042 807-01410 25.000 EACH | 11.34000 283.50| |
VIBRATION DAMPER, INSTALL | | |
0043 807-01411 15.000 EACH | 109.20000 1638.00| |
CONE BARRICADE PROTECTING LUMINAIRE, | | |
REMOVE | | |
0044 807-01412 15.000 EACH | 109.20000 1638.00| |
CONE BARRICADE TO PROTECT LUMINAIRE | | |
SUPPORT, INSTALL | | |
0045 807-01413 10.000 EACH | 84.00000 840.00| |
POWER DISCONNECT PLUG FOR HIGHMAST TOWE | | |
0046 807-01414 2.000 EACH | 25.20000 50.40| |
SERVICE POINT RISER AND WEATHERHEAD, | | |
INSTALL | | |
0047 807-01415 8.000 SET | 21.84000 174.72| |
FOUNDATION ANCHOR BOLTS AND REINFORCING | | |
STEEL, FURNISH | | |
0048 807-01416 7.000 EACH | 21.00000 147.00| |
GROUND ROD WITH CONNECTORS, FURNISH | | |
0049 807-01417 4.000 EACH | 134.40000 537.60| |
WOOD POLE, CLASS V, 35 FT., FURNISH | | |
0050 807-01420 25.000 EACH | 7.56000 189.00| |
GLARE SHIELD, INSTALL | | |
0051 807-01425 84.000 EACH | 199.92000 16793.28| |
SHAFT FOR ANY E.M.H., ANY M.A., INSTALL | | |
0052 807-01617 10.000 EACH | 75.60000 756.00| |
HANDHOLE COVER AND RING | | |
0053 807-02106 10.000 EACH | 82.32000 823.20| |
LUMINAIRE, UNDERPASS, WALL MOUNTED, | | |
HIGH PRESSURE SODIUM, WITH VANDAL | | |
SHIELD, 150 WATT, FURNISH | | |
0054 807-02107 5.000 EACH | 92.40000 462.00| |
LUMINAIRE, UNDERPASS, PENDANT MOUNTED, | | |
HIGH PRESSURE SODIUM, WITH VANDAL | | |
SHIELD, 250 WATT, FURNISH | | |
0055 807-02108 25.000 EACH | 48.72000 1218.00| |
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT, FURNISH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -5
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 807-02109 25.000 EACH | 84.84000 2121.00| |
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, WITH VANDAL SHIELD, 250 | | |
WATT | | |
0057 807-02111 25.000 EACH | 6.72000 168.00| |
VIBRATION DAMPER, FURNISH | | |
0058 807-02113 70.000 EACH | 64.68000 4527.60| |
MAST ARM, 1.5 FT. TO 6 FT., FURNISH | | |
0059 807-02114 20.000 EACH | 119.28000 2385.60| |
MAST ARM, 8 FT. TO 30 FT., FURNISH | | |
0060 807-02117 5.000 EACH | 76.44000 382.20| |
LUMINAIRE, UNDERPASS, WALL MOUNTED, 250 | | |
WATT, HIGH PRESSURE SODIUM, WITH VANDAL | | |
SHIELD, FURNISH | | |
0061 807-02198 7.000 EACH | 14.28000 99.96| |
GROUND ROD WITH CONNECTOR, INSTALL | | |
0062 807-02199 7.000 EACH | 57.96000 405.72| |
HANDHOLE COVER, RECTANGULAR | | |
0063 807-02200 14.000 SET | 83.16000 1164.24| |
BREAKAWAY COUPLINGS WITH COVER, INSTALL | | |
0064 807-02201 50.000 EACH | 172.20000 8610.00| |
SHAFT FOR ANY E.M.H., ANY M.A., FURNISH | | |
0065 807-04739 240.000 MOS | 22.50000 5400.00| |
ROUTINE MAINTENANCE, NAVIGATION LIGHT | | |
0066 807-08612 5.000 EACH | 252.00000 1260.00| |
HANDHOLE, RECTANGULAR | | |
0067 807-08621 10.000 EACH | 270.00000 2700.00| |
LOCATE UNDERGROUND LIGHTING FACILITIES | | |
0068 807-08622 2735.000 EACH | 15.46000 42283.10| |
GROUP RELAMP HIGH PRESSURE SODIUM | | |
LUMINAIRE | | |
0069 807-08623 1277.000 EACH | 9.61000 12271.97| |
GROUP RELAMP MERCURY VAPOR LUMINAIRE | | |
0070 807-86805 4.000 EACH | 814.20000 3256.80| |
SERVICE POINT, I | | |
0071 807-86810 2.000 EACH | 3900.00000 7800.00| |
SERVICE POINT, II | | |
0072 807-86910 110.000 EACH | 16.80000 1848.00| |
CONNECTOR KIT, UNFUSED | | |
0073 807-86915 110.000 EACH | 16.80000 1848.00| |
CONNECTOR KIT, FUSED | | |
0074 807-86920 200.000 EACH | 8.40000 1680.00| |
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -6
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 807-86930 180.000 EACH | 5.79000 1042.20| |
INSULATION LINK, NONWATERPROOFED | | |
0076 807-86950 50.000 EACH | 10.92000 546.00| |
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0077 807-86955 3.000 EACH | 12.60000 37.80| |
CABLE DUCT MARKER | | |
0078 807-87022 17316.000 MOS | 6.87000 118960.92| |
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 400 WATT | | |
0079 807-87028 7884.000 MOS | 11.74000 92558.16| |
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 1000 WATT | | |
0080 807-87040 312.000 MOS | 5.61000 1750.32| |
ROUTINE MAINTENANCE, 250 WATT, | | |
(UNDERPASS), LUMINAIRE, HIGH PRESSURE | | |
SODIUM, | | |
0081 807-87042 2484.000 MOS | 6.17000 15326.28| |
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, UNDERPASS, 150 WATT | | |
0082 807-87043 168.000 MOS | 6.46000 1085.28| |
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, POST TOP, 150 WATT | | |
0083 807-87050 15324.000 MOS | 7.81000 119680.44| |
ROUTINE MAINTENANCE, LUMINAIRE, SIGN, | | |
250 WATT | | |
0084 807-87085 100.000 HRS | 100.80000 10080.00| |
ELECTRICIAN | | |
0085 807-87098 108.000 EACH | 33.60000 3628.80| |
CALL OUT, REPAIR | | |
0086 807-87200 25.000 EACH | 75.60000 1890.00| |
LUMINAIRE ROADWAY, HIGH PRESSURE SODIUM | | |
250 WATT, FURNISH | | |
0087 807-87205 130.000 EACH | 75.60000 9828.00| |
LUMINAIRE ROADWAY, HIGH PRESSURE SODIUM | | |
400 WATT, FURNISH | | |
0088 807-87235 15.000 EACH | 252.00000 3780.00| |
LUMINAIRE HIGH MAST, HIGH PRESSURE | | |
SODIUM 1000 WATTS, ASYMMETRIC | | |
0089 807-87240 10.000 EACH | 5.58000 55.80| |
VANDAL SHIELD, LEXAN, FURNISH | | |
0090 807-87450 100.000 EACH | 126.00000 12600.00| |
TRANSFORMER BASE, FURNISH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -7
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 807-87525 25.000 EACH | 4.62000 115.50| |
GLARE SHIELD, FURNISH | | |
0092 807-87595 20.000 EACH | 5.54000 110.80| |
REPLACEMENT OF CABLE CLAMPS ON HIGHMAST | | |
TOWER LUMINAIRE RING | | |
0093 807-87620 10.000 EACH | 8.40000 84.00| |
VANDAL SHIELD, LEXAN, INSTALL | | |
0094 807-87630 7.000 EACH | 50.40000 352.80| |
POLE, WOOD, INSTALL | | |
0095 807-87635 90.000 EACH | 25.20000 2268.00| |
MAST ARM, INSTALL | | |
0096 807-87650 100.000 EACH | 42.00000 4200.00| |
TRANSFORMER BASE, INSTALL | | |
0097 807-87785 4.000 EACH | 33.60000 134.40| |
SERVICE POINT MAIN BREAKER, INSTALL | | |
0098 807-87800 4000.000 LFT | 0.93000 3720.00| |
CABLE DUCT, INSTALL | | |
0099 807-91704 30.000 EACH | 15.96000 478.80| |
LIGHT POLE HANDHOLE COVER | | |
0100 807-91705 13.000 EACH | 75.60000 982.80| |
CONDUIT, POLYETHYLENE, REPAIR | | |
0101 807-92870 30.000 EACH | 4.20000 126.00| |
TRANSFORMER BASE HANDHOLE | | |
0102 807-94610 3.000 EACH | 134.40000 403.20| |
POLE, WOOD, 4, 40 FT. | | |
0103 807-95488 3.000 EACH | 33.60000 100.80| |
NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | |
BREAKER, ENCLOSURE | | |
0104 807-95516 10.000 EACH | 298.20000 2982.00| |
RELAY SWITCH | | |
0105 807-95522 100.000 EACH | 0.92000 92.00| |
PIPE STRAP | | |
0106 807-95525 30.000 EACH | 21.00000 630.00| |
LIGHTING, HIGHWAY SUPPORT, REPAIR | | |
0107 807-95709 6.000 EACH | 220.00000 1320.00| |
PHOTOCELLS | | |
0108 807-96194 4656.000 MOS | 6.26000 29146.56| |
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 250 WATT | | |
0109 807-96203 3.000 EACH | 79.80000 239.40| |
LIGHT POLE, HIGH MAST, TOWER SUSPENSION | | |
CABLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/03/09
PAGE : 550 -8
TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : TM-32555-A COUNTIES : VARIOUS
LETTING DATE : 10/07/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( ) |( )
|MIDWESTERN ELECTRIC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 807-96204 4.000 EACH | 1848.00000 7392.00| |
LOWERING AND RAISING OF TOWER | | |
0111 807-96236 5.000 EACH | 172.20000 861.00| |
LIGHT POLE, HIGH MAST, TOWER POWER CABL | | |
0112 807-96807 5.000 EACH | 47.88000 239.40| |
LUMINAIRE POST TOP, 150 WATT, HIGH | | |
PRESSURE SODIUM, FURNISH | | |
0113 807-96868 245.000 EACH | 25.20000 6174.00| |
LUMINAIRE, INSTALL | | |
0114 807-98716 20.000 EACH | 13.44000 268.80| |
KELLUM GRIP, STAINLESS STEEL | | |
SECTION TOTALS | $ 638,734.47| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 638,734.47| $ 0.00| $
====================================================================================================================================