INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -1
VENDOR RANKING
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 09/01/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500119
0800447
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,938,884.30 100.0000%
2 35-1120685 WALSH & KELLY INC $ 6,479,917.73 109.1100%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 6,749,016.59 113.6412%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -2
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 48000.00000 48000.00| 100000.00000 100000.00| 86000.00000 86000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 200.00000 600.00| 125.00000 375.00| 80.00000 240.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 54.000 MOS | 150.00000 8100.00| 125.00000 6750.00| 40.00000 2160.00
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 108-01614 LUMP | 10500.00000 10500.00| 10800.00000 10800.00| 35307.00000 35307.00
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 650000.00000 650000.00| 320000.00000 320000.00| 365000.00000 365000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 144500.00000 144500.00
CLEARING RIGHT OF WAY | | |
0015 202-01300 3.000 EACH | 1000.00000 3000.00| 5000.00000 15000.00| 1000.00000 3000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-02240 13735.000 SYS | 1.00000 13735.00| 8.00000 109880.00| 5.60000 76916.00
PAVEMENT REMOVAL | | |
0017 202-02279 400.000 LFT | 2.00000 800.00| 5.50000 2200.00| 6.84000 2736.00
CURB AND GUTTER, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -3
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02637 28.000 LFT | 150.00000 4200.00| 100.00000 2800.00| 34.20000 957.60
PIPE, ABANDON AND GROUT FILL | | |
0019 202-94810 4.000 EACH | 225.00000 900.00| 200.00000 800.00| 160.00000 640.00
CURB TURNOUT, REMOVE | | |
0020 203-02000 19247.000 CYS | 20.00000 384940.00| 12.00000 230964.00| 18.90000 363768.30
EXCAVATION, COMMON | | |
0021 205-03371 10.000 CYS | 33.00000 330.00| 25.00000 250.00| 40.00000 400.00
SEDIMENT, REMOVE | | |
0022 205-06933 8.000 EACH | 90.00000 720.00| 90.00000 720.00| 85.00000 680.00
TEMPORARY DITCH INLET PROTECTION | | |
0023 205-06937 3359.000 LFT | 1.60000 5374.40| 1.60000 5374.40| 3.00000 10077.00
TEMPORARY SILT FENCE | | |
0024 207-08267 7002.000 SYS | 6.00000 42012.00| 8.00000 56016.00| 8.00000 56016.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 207-08268 44579.000 SYS | 7.00000 312053.00| 12.00000 534948.00| 14.22000 633913.38
SUBGRADE TREATMENT, TYPE IV | | |
0026 211-09264 12391.000 CYS | 0.01000 123.91| 14.00000 173474.00| 1.26000 15612.66
STRUCTURE BACKFILL, TYPE 1 | | |
0027 301-07448 1739.000 TON | 24.00000 41736.00| 18.51000 32188.89| 19.20000 33388.80
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 303-93506 5399.000 CYS | 40.00000 215960.00| 38.00000 205162.00| 48.10000 259691.90
AGGREGATE, 2 | | |
0029 304-07489 13.000 TON | 140.00000 1820.00| 150.00000 1950.00| 87.50000 1137.50
HMA PATCHING, TYPE A | | |
0030 306-08034 1735.000 SYS | 2.30000 3990.50| 3.81000 6610.35| 4.20000 7287.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0031 401-06264 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 27500.00000 27500.00
PROFILOGRAPH, HMA | | |
0036 402-07432 204.000 TON | 62.00000 12648.00| 95.00000 19380.00| 64.00000 13056.00
HMA SURFACE, TYPE A | | |
0037 402-07433 656.000 TON | 62.00000 40672.00| 95.00000 62320.00| 62.70000 41131.20
HMA SURFACE, TYPE B | | |
0039 402-07435 236.000 TON | 57.00000 13452.00| 80.00000 18880.00| 55.10000 13003.60
HMA INTERMEDIATE, TYPE A | | |
0040 402-07438 1107.000 TON | 54.00000 59778.00| 80.00000 88560.00| 48.90000 54132.30
HMA INTERMEDIATE, TYPE B | | |
0042 402-07440 193.000 TON | 56.00000 10808.00| 80.00000 15440.00| 53.90000 10402.70
HMA BASE, TYPE A | | |
0043 402-07441 3754.000 TON | 48.00000 180192.00| 58.00000 217732.00| 46.60000 174936.40
HMA BASE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -4
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0045 402-07450 300.000 TON | 58.00000 17400.00| 80.00000 24000.00| 61.00000 18300.00
HMA WEDGE AND LEVEL, TYPE A | | |
0046 406-05520 38.500 TON | 1.00000 38.50| 300.00000 11550.00| 200.00000 7700.00
ASPHALT FOR TACK COAT | | |
0047 503-03489 61.000 EACH | 20.00000 1220.00| 50.00000 3050.00| 31.00000 1891.00
RETROFITTED TIE BARS | | |
0048 604-07894 35.000 SYS | 91.06000 3187.10| 120.20000 4207.00| 133.00000 4655.00
CURB RAMP, CONCRETE, A | | |
0049 604-07896 149.800 SYS | 89.17000 13357.67| 161.50000 24192.70| 65.00000 9737.00
CURB RAMP, CONCRETE, B | | |
0050 604-07902 44.100 SYS | 97.98000 4320.92| 120.50000 5314.05| 160.00000 7056.00
CURB RAMP, CONCRETE, H | | |
0051 604-07903 44.500 SYS | 81.82000 3640.99| 120.50000 5362.25| 65.00000 2892.50
CURB RAMP, CONCRETE, K | | |
0052 604-91531 4869.000 SYS | 35.23000 171534.87| 28.35000 138036.15| 33.00000 160677.00
SIDEWALK, CONCRETE, 4 IN. | | |
0053 605-06120 240.000 LFT | 19.00000 4560.00| 18.00000 4320.00| 28.00000 6720.00
CURB, CONCRETE | | |
0054 605-06140 8032.000 LFT | 13.00000 104416.00| 18.00000 144576.00| 15.60000 125299.20
CURB AND GUTTER, CONCRETE | | |
0055 605-06235 50.000 LFT | 60.00000 3000.00| 150.00000 7500.00| 145.00000 7250.00
CENTER CURB, D, CONCRETE, MODIFIED | | |
0056 610-07486 38.200 TON | 97.00000 3705.40| 150.00000 5730.00| 100.00000 3820.00
HMA FOR APPROACHES, TYPE A | | |
0057 610-08446 244.000 SYS | 37.00000 9028.00| 55.00000 13420.00| 46.20000 11272.80
PCCP FOR APPROACHES, 6 IN. | | |
0058 610-09108 3371.000 SYS | 39.25000 132311.75| 55.00000 185405.00| 56.30000 189787.30
PCCP FOR APPROACHES, 9 IN. | | |
0059 611-06497 7.000 EACH | 150.00000 1050.00| 205.00000 1435.00| 150.00000 1050.00
MAILBOX ASSEMBLY, SINGLE | | |
0060 611-06498 3.000 EACH | 180.00000 540.00| 320.00000 960.00| 180.00000 540.00
MAILBOX ASSEMBLY, DOUBLE | | |
0061 615-06490 84.000 EACH | 135.00000 11340.00| 145.00000 12180.00| 135.00000 11340.00
RIGHT OF WAY MARKER | | |
0062 615-06505 17.000 EACH | 500.00000 8500.00| 780.00000 13260.00| 500.00000 8500.00
MONUMENT, B | | |
0063 615-06527 2.000 EACH | 400.00000 800.00| 575.00000 1150.00| 400.00000 800.00
MONUMENT, SECTION CORNER | | |
0064 616-02320 10079.000 SYS | 3.00000 30237.00| 2.00000 20158.00| 1.15000 11590.85
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -5
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0065 616-06451 120.000 TON | 57.00000 6840.00| 75.00000 9000.00| 57.30000 6876.00
RIPRAP, UNIFORM | | |
0066 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00| 425.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-06545 0.400 TON | 2384.00000 953.60| 2384.00000 953.60| 2384.00000 953.60
FERTILIZER | | |
0068 621-06554 150.000 LBS | 4.22000 633.00| 4.22000 633.00| 4.22000 633.00
SEED MIXTURE, U | | |
0069 621-06557 375.000 LBS | 3.25000 1218.75| 3.25000 1218.75| 3.25000 1218.75
SEED MIXTURE, T | | |
0070 621-06565 2.000 TON | 514.00000 1028.00| 514.00000 1028.00| 514.00000 1028.00
MULCHING MATERIAL | | |
0071 621-06567 78.000 kGAL | 1.00000 78.00| 1.00000 78.00| 1.00000 78.00
WATER | | |
0072 621-06575 4083.000 SYS | 3.10000 12657.30| 3.10000 12657.30| 4.90000 20006.70
SODDING, NURSERY | | |
0073 628-09403 18.000 MOS | 1800.00000 32400.00| 2000.00000 36000.00| 2200.00000 39600.00
FIELD OFFICE, C | | |
0074 715-05024 1084.000 LFT | 48.00000 52032.00| 46.00000 49864.00| 77.50000 84010.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0075 715-05048 8360.000 LFT | 1.50000 12540.00| 5.85000 48906.00| 5.85000 48906.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0076 715-05052 75.000 LFT | 25.00000 1875.00| 22.00000 1650.00| 40.80000 3060.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0077 715-05053 800.000 LFT | 11.70000 9360.00| 12.50000 10000.00| 12.50000 10000.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0078 715-05121 102.000 LFT | 33.00000 3366.00| 32.00000 3264.00| 43.80000 4467.60
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0079 715-05149 2106.000 LFT | 23.00000 48438.00| 21.00000 44226.00| 41.50000 87399.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0080 715-05151 1102.000 LFT | 25.00000 27550.00| 22.00000 24244.00| 42.00000 46284.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0081 715-05152 758.000 LFT | 28.00000 21224.00| 26.00000 19708.00| 47.20000 35777.60
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0082 715-05161 3384.000 LFT | 82.00000 277488.00| 79.00000 267336.00| 104.20000 352612.80
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0083 715-05212 2051.000 LFT | 36.00000 73836.00| 34.00000 69734.00| 31.25000 64093.75
PIPE, TYPE 4, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -6
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 715-08282 260.000 TON | 87.00000 22620.00| 75.00000 19500.00| 94.00000 24440.00
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0085 715-09064 11349.000 LFT | 1.00000 11349.00| 2.00000 22698.00| 1.00000 11349.00
VIDEO INSPECTION FOR PIPE | | |
0086 715-09529 765.000 LFT | 73.00000 55845.00| 69.00000 52785.00| 77.58000 59348.70
PIPE, TYPE 4, CIRCULAR, 48 IN. | | |
0087 715-46000 7.000 EACH | 770.00000 5390.00| 770.00000 5390.00| 315.00000 2205.00
PIPE END SECTION, 12 IN. | | |
0088 715-46005 1.000 EACH | 810.00000 810.00| 810.00000 810.00| 340.00000 340.00
PIPE END SECTION, 15 IN. | | |
0089 715-46010 4.000 EACH | 840.00000 3360.00| 840.00000 3360.00| 390.00000 1560.00
PIPE END SECTION, 18 IN. | | |
0090 718-06532 3000.000 LFT | 0.85000 2550.00| 0.85000 2550.00| 0.85000 2550.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0091 718-52610 674.000 CYS | 10.00000 6740.00| 65.00000 43810.00| 65.00000 43810.00
AGGREGATE FOR UNDERDRAINS | | |
0092 718-99153 9312.000 SYS | 0.50000 4656.00| 1.75000 16296.00| 1.75000 16296.00
GEOTEXTILES FOR UNDERDRAIN | | |
0093 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. | | |
104 | | |
0094 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. | | |
106 | | |
0095 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. | | |
146 | | |
0096 720-08559 1.000 EACH | 19000.00000 19000.00| 18635.00000 18635.00| 26025.00000 26025.00
BEST MANAGEMENT PRACITICES , STR. NO. | | |
148 | | |
0097 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. | | |
160 | | |
0098 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. | | |
165 | | |
0099 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. 1 | | |
0100 720-08559 1.000 EACH | 14000.00000 14000.00| 13045.00000 13045.00| 21600.00000 21600.00
BEST MANAGEMENT PRACITICES , STR. NO. 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -7
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 720-45030 10.000 EACH | 1350.00000 13500.00| 1260.00000 12600.00| 1575.00000 15750.00
INLET, E7 | | |
0102 720-45270 4.000 EACH | 1000.00000 4000.00| 935.00000 3740.00| 1265.00000 5060.00
PIPE CATCH BASIN, 18 IN. | | |
0103 720-45410 19.000 EACH | 1600.00000 30400.00| 1535.00000 29165.00| 2900.00000 55100.00
MANHOLE, C4 | | |
0104 720-45510 1.000 EACH | 1800.00000 1800.00| 1650.00000 1650.00| 2950.00000 2950.00
MANHOLE, C4, MODIFIED | | |
0105 720-45520 6.000 EACH | 11000.00000 66000.00| 10055.00000 60330.00| 11000.00000 66000.00
MANHOLE, E4, MODIFIED | | |
0106 720-93501 1.000 EACH | 7000.00000 7000.00| 6600.00000 6600.00| 7630.00000 7630.00
MANHOLE, L4 | | |
0107 720-94612 42.000 EACH | 5000.00000 210000.00| 4045.00000 169890.00| 5875.00000 246750.00
MANHOLE, K4 | | |
0108 720-98174 42.000 EACH | 2800.00000 117600.00| 2540.00000 106680.00| 2940.00000 123480.00
INLET, B15 | | |
0109 720-98555 38.000 EACH | 2700.00000 102600.00| 2545.00000 96710.00| 2940.00000 111720.00
INLET, C15 | | |
0110 720-98869 1.000 EACH | 7000.00000 7000.00| 6145.00000 6145.00| 7860.00000 7860.00
MANHOLE, L4, MODIFIED | | |
0111 801-01506 4.000 EACH | 188.00000 752.00| 200.00000 800.00| 200.00000 800.00
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (RXR) | | |
0112 801-06203 46540.000 LFT | 0.13000 6050.20| 0.12000 5584.80| 0.12000 5584.80
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0113 801-06207 8000.000 LFT | 0.95000 7600.00| 0.80000 6400.00| 0.80000 6400.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0114 801-06577 200.000 LFT | 5.00000 1000.00| 4.80000 960.00| 4.80000 960.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0115 801-06640 60.000 EACH | 200.00000 12000.00| 150.00000 9000.00| 150.00000 9000.00
CONSTRUCTION SIGN, A | | |
0116 801-06645 50.000 EACH | 68.00000 3400.00| 50.00000 2500.00| 50.00000 2500.00
CONSTRUCTION SIGN, B | | |
0117 801-06775 LUMP | 50000.00000 50000.00| 88000.00000 88000.00| 142147.90000 142147.90
MAINTAINING TRAFFIC | | |
0118 801-07119 43.000 LFT | 14.75000 634.25| 14.00000 602.00| 14.00000 602.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -8
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 801-07612 331.000 LFT | 2.65000 877.15| 2.00000 662.00| 2.00000 662.00
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0120 801-09133 2.000 EACH | 7015.00000 14030.00| 8200.00000 16400.00| 8200.00000 16400.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0121 801-53072 LUMP | 8500.00000 8500.00| 9500.00000 9500.00| 8500.00000 8500.00
TEMPORARY TRAFFIC SIGNAL | | |
0122 801-94295 52.000 EACH | 20.00000 1040.00| 300.00000 15600.00| 20.00000 1040.00
SIGNAL HEAD, RELOCATE | | |
0123 802-05701 491.000 LFT | 12.87000 6319.17| 10.00000 4910.00| 12.87000 6319.17
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0124 802-76025 221.250 SFT | 13.10000 2898.38| 10.00000 2212.50| 13.10000 2898.38
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0125 802-76035 269.010 SFT | 14.00000 3766.14| 10.00000 2690.10| 14.00000 3766.14
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0126 802-91122 6.000 EACH | 100.00000 600.00| 125.00000 750.00| 100.00000 600.00
SIGN, GROUND MOUNTED, RESET | | |
0127 802-93494 11.000 LFT | 12.00000 132.00| 10.00000 110.00| 12.00000 132.00
POST, ROUND, GALVANIZED | | |
0128 802-97812 2.000 EACH | 400.00000 800.00| 125.00000 250.00| 400.00000 800.00
STREET NAME IDENTIFICATION SIGN | | |
0129 805-01815 4.000 EACH | 1710.00000 6840.00| 1975.00000 7900.00| 1710.00000 6840.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0130 805-01816 8.000 EACH | 840.00000 6720.00| 950.00000 7600.00| 840.00000 6720.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | |
X 8FT. | | |
0131 805-01842 14.000 EACH | 610.00000 8540.00| 560.00000 7840.00| 610.00000 8540.00
HANDHOLE, SIGNAL | | |
0132 805-02072 1.000 EACH | 3800.00000 3800.00| 3300.00000 3300.00| 3800.00000 3800.00
SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | |
0133 805-02073 6.000 EACH | 3875.00000 23250.00| 3300.00000 19800.00| 3875.00000 23250.00
SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | |
0134 805-02077 1.000 EACH | 4140.00000 4140.00| 5000.00000 5000.00| 4140.00000 4140.00
SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | |
0135 805-02087 LUMP | 1200.00000 1200.00| 5000.00000 5000.00| 1200.00000 1200.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -9
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 805-02658 900.000 LFT | 1.95000 1755.00| 3.00000 2700.00| 1.95000 1755.00
CABLE, COAXIAL | | |
0137 805-03793 17.000 EACH | 547.00000 9299.00| 600.00000 10200.00| 547.00000 9299.00
DETECTOR CARD RACK AND DETECTOR MODULES | | |
0138 805-06592 2653.000 LFT | 10.00000 26530.00| 13.50000 35815.50| 10.00000 26530.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0139 805-08466 3.000 EACH | 220.00000 660.00| 150.00000 450.00| 220.00000 660.00
RADIO ANTENNA, 9db, YAGI | | |
0140 805-08493 LUMP | 500.00000 500.00| 350.00000 350.00| 500.00000 500.00
RADIO SYSTEM TESTING INTERCONNECT | | |
0141 805-08494 3.000 EACH | 1340.00000 4020.00| 1500.00000 4500.00| 1340.00000 4020.00
RADIO SPREAD SPECTRUM | | |
0142 805-78100 3.000 EACH | 8100.00000 24300.00| 10000.00000 30000.00| 8100.00000 24300.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0143 805-78205 20.000 EACH | 650.00000 13000.00| 800.00000 16000.00| 650.00000 13000.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0144 805-78215 2.000 EACH | 635.00000 1270.00| 800.00000 1600.00| 635.00000 1270.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0145 805-78230 4.000 EACH | 865.00000 3460.00| 800.00000 3200.00| 865.00000 3460.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0146 805-78355 24.000 EACH | 450.00000 10800.00| 400.00000 9600.00| 450.00000 10800.00
PEDESTRIAN SIGNAL HEAD, 12 IN. | | |
0147 805-78370 24.000 EACH | 98.00000 2352.00| 100.00000 2400.00| 98.00000 2352.00
PEDESTRIAN PUSH BUTTON | | |
0148 805-78415 4.000 EACH | 1520.00000 6080.00| 1100.00000 4400.00| 1520.00000 6080.00
SPAN, CATENARY, AND TETHER | | |
0149 805-78420 4.000 EACH | 256.00000 1024.00| 350.00000 1400.00| 256.00000 1024.00
DISCONNECT HANGER | | |
0150 805-78445 3.000 EACH | 800.00000 2400.00| 1500.00000 4500.00| 800.00000 2400.00
SIGNAL SERVICE | | |
0151 805-78467 195.000 LFT | 2.05000 399.75| 3.50000 682.50| 2.05000 399.75
SIGNAL CABLE, 3C 8GA. | | |
0152 805-78470 16542.000 LFT | 0.77000 12737.34| 1.16000 19188.72| 0.77000 12737.34
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0153 805-78480 2113.000 LFT | 1.78000 3761.14| 0.25000 528.25| 1.78000 3761.14
SIGNAL CABLE, 3C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -10
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0154 805-78485 2884.000 LFT | 1.88000 5421.92| 0.42000 1211.28| 1.88000 5421.92
SIGNAL CABLE, 5C 14GA. | | |
0155 805-78490 2839.000 LFT | 1.98000 5621.22| 0.58000 1646.62| 1.98000 5621.22
SIGNAL CABLE, 7C 14GA. | | |
0156 805-78510 12912.000 LFT | 0.65000 8392.80| 0.19000 2453.28| 0.65000 8392.80
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0157 805-78785 34.000 EACH | 585.00000 19890.00| 700.00000 23800.00| 585.00000 19890.00
SIGNAL DETECTOR HOUSING | | |
0158 805-78795 6012.000 LFT | 10.65000 64027.80| 8.00000 48096.00| 9.65000 58015.80
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0159 805-78925 3.000 EACH | 650.00000 1950.00| 800.00000 2400.00| 650.00000 1950.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0160 805-81032 4.000 EACH | 3875.00000 15500.00| 4000.00000 16000.00| 3875.00000 15500.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0161 808-06701 2359.000 LFT | 0.29000 684.11| 0.28000 660.52| 0.28000 660.52
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0162 808-06703 3288.000 LFT | 0.29000 953.52| 0.28000 920.64| 0.28000 920.64
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0163 808-06716 24000.000 LFT | 0.30000 7200.00| 0.76000 18240.00| 0.38000 9120.00
LINE, REMOVE | | |
0164 808-75240 1229.000 LFT | 0.29000 356.41| 0.28000 344.12| 0.28000 344.12
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0165 808-75245 11107.000 LFT | 0.29000 3221.03| 0.28000 3109.96| 0.28000 3109.96
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0166 808-75278 353.000 LFT | 1.82000 642.46| 3.00000 1059.00| 3.00000 1059.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0167 808-75297 600.000 LFT | 3.65000 2190.00| 4.00000 2400.00| 4.00000 2400.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0168 808-75300 2167.000 LFT | 0.93000 2015.31| 1.00000 2167.00| 1.00000 2167.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0169 808-75320 38.000 EACH | 62.00000 2356.00| 60.00000 2280.00| 60.00000 2280.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 140 -11
TABULATION OF BIDS
ROUTE : 23
CALL ORDER : 140 CONTRACT ID : IR-30292-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0170 808-75325 27.000 EACH | 87.00000 2349.00| 80.00000 2160.00| 80.00000 2160.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0171 808-75340 3.000 EACH | 315.00000 945.00| 350.00000 1050.00| 350.00000 1050.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0172 808-75998 250.000 EACH | 21.33000 5332.50| 17.50000 4375.00| 17.50000 4375.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0173 808-92027 1543.000 LFT | 0.58000 894.94| 1.50000 2314.50| 1.50000 2314.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0174 401-07410 7292.000 TON | 47.60000 347099.20| 54.00000 393768.00| 51.00000 371892.00
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0175 401-08365 5621.000 TON | 49.40000 277677.40| 54.00000 303534.00| 55.00000 309155.00
QC/QA-HMA, 5, 64, BASE, 19.0 mm | | |
0176 401-07405 4560.000 TON | 57.70000 263112.00| 63.00000 287280.00| 55.00000 250800.00
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0177 401-08333 4707.000 TON | 60.50000 284773.50| 69.00000 324783.00| 58.00000 273006.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0178 401-09086 2878.000 TON | 104.00000 299312.00| 110.00000 316580.00| 68.00000 195704.00
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -- SM | | |
SECTION TOTALS | $ 5,938,884.30| $ 6,479,917.73| $ 6,749,016.59
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,938,884.30| $ 6,479,917.73| $ 6,749,016.59
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -1
VENDOR RANKING
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 66
CONTRACT TIME : 06/30/11 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500437
0800333
0800334
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 13,576,809.32 100.0000%
2 90-0177865 HIS CONSTRUCTORS LLC $ 13,911,843.49 102.4677%
3 61-1023045 FAULKNER CONSTRUCTION LLC $ 14,236,998.80 104.8626%
4 35-1385672 FORCE CONSTRUCTION CO INC $ 14,683,988.71 108.1549%
5 36-2231526 WALSH CONSTR COMPANY $ 15,058,287.85 110.9118%
6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 15,344,300.00 113.0185%
7 61-0729748 HAYDON BRIDGE COMPANY $ 15,926,782.08 117.3087%
8 35-1878024 RAGLE INC $ 15,928,083.94 117.3183%
9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 16,464,207.27 121.2671%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -2
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 84325.78000 84325.78| 25000.00000 25000.00| 127405.00000 127405.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 60.000 MOS | 100.00000 6000.00| 75.00000 4500.00| 100.00000 6000.00
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 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
LIQUIDATED DAMAGES | | |
0006 109-08360 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
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 109-08463 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 677950.07000 677950.07| 675000.00000 675000.00| 677952.38120 677952.38
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 273580.74000 273580.74| 135000.00000 135000.00| 148307.96000 148307.96
CLEARING RIGHT OF WAY | | |
0012 203-02000 5819.000 CYS | 5.67000 32993.73| 6.00000 34914.00| 7.05000 41023.95
EXCAVATION, COMMON | | |
0013 203-02070 75683.000 CYS | 7.76000 587300.08| 6.45000 488155.35| 6.30000 476802.90
BORROW | | |
0014 203-09567 3.000 EACH | 1953.94000 5861.82| 3000.00000 9000.00| 1700.00000 5100.00
SPILL CONTAINMENT DAM | | |
0015 204-08552 3.000 EACH | 5000.00000 15000.00| 6500.00000 19500.00| 6300.00000 18900.00
VIBRATING WIRE SETTLEMENT SYSTEM | | |
0016 204-08553 3.000 EACH | 15000.00000 45000.00| 15000.00000 45000.00| 15000.00000 45000.00
DATA LOGGING | | |
0017 204-08554 2.000 EACH | 5000.00000 10000.00| 5100.00000 10200.00| 5000.00000 10000.00
HAND HELD VW READOUT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -3
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06930 5.200 TON | 124.73000 648.60| 75.00000 390.00| 120.00000 624.00
SPLASHPAD, RIPRAP | | |
0019 205-06931 20.000 TON | 66.01000 1320.20| 50.00000 1000.00| 65.00000 1300.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 2741.000 LFT | 3.50000 9593.50| 1.50000 4111.50| 1.45000 3974.45
TEMPORARY SILT FENCE | | |
0021 205-06938 152.000 LFT | 24.73000 3758.96| 16.50000 2508.00| 30.00000 4560.00
TEMPORARY SLOPE DRAIN | | |
0022 205-09543 150.000 TON | 38.60000 5790.00| 33.50000 5025.00| 20.00000 3000.00
NO 2 STONE | | |
0023 206-51215 86.000 CYS | 97.59000 8392.74| 82.50000 7095.00| 14.65000 1259.90
EXCAVATION, X | | |
0024 206-51220 721.000 CYS | 16.92000 12199.32| 10.00000 7210.00| 14.65000 10562.65
EXCAVATION, WET | | |
0025 206-51225 374.000 CYS | 16.92000 6328.08| 7.50000 2805.00| 11.65000 4357.10
EXCAVATION, DRY | | |
0026 210-05591 1015.000 CYS | 28.45000 28876.75| 16.00000 16240.00| 15.00000 15225.00
CLAY | | |
0027 211-06467 328.000 CYS | 46.33000 15196.24| 55.00000 18040.00| 39.00000 12792.00
AGGREGATE FOR END BENT BACKFILL | | |
0028 211-09264 47.000 CYS | 23.50000 1104.50| 16.50000 775.50| 30.00000 1410.00
STRUCTURE BACKFILL, TYPE 1 | | |
0030 301-07448 192.000 TON | 21.54000 4135.68| 27.00000 5184.00| 24.80000 4761.60
COMPACTED AGGREGATE, NO. 53, BASE , | | |
Undistributed Quantity | | |
0031 302-07455 115.000 CYS | 59.79000 6875.85| 88.00000 10120.00| 24.80000 2852.00
DENSE GRADED SUBBASE | | |
0032 303-01180 489.000 TON | 21.46000 10493.94| 27.00000 13203.00| 24.80000 12127.20
COMPACTED AGGREGATE, NO. 53 | | |
0033 503-05310 179.200 LFT | 77.69000 13922.05| 85.00000 15232.00| 100.00000 17920.00
TERMINAL JOINT , MODIFIED | | |
0034 602-06729 28.000 EACH | 10.00000 280.00| 12.00000 336.00| 10.00000 280.00
BARRIER DELINEATOR | | |
0035 603-04160 2.000 EACH | 4400.00000 8800.00| 3510.00000 7020.00| 3500.00000 7000.00
FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | |
0036 608-05741 254353.000 LFT | 0.39000 99197.67| 0.40000 101741.20| 0.47000 119545.91
WICK DRAIN | | |
0037 608-05742 13108.000 CYS | 18.80000 246430.40| 34.00000 445672.00| 27.00000 353916.00
DRAINAGE BLANKET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -4
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 609-06263 718.000 SYS | 78.73000 56528.14| 80.00000 57440.00| 70.00000 50260.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0039 616-02320 8101.000 SYS | 1.36000 11017.36| 1.50000 12151.50| 1.50000 12151.50
GEOTEXTILES | | |
0040 616-06405 4690.000 TON | 26.01000 121986.90| 28.00000 131320.00| 28.00000 131320.00
RIPRAP, REVETMENT | | |
0041 621-01004 3.000 EACH | 550.00000 1650.00| 552.00000 1656.00| 550.00000 1650.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 7.100 TON | 600.00000 4260.00| 601.00000 4267.10| 600.00000 4260.00
FERTILIZER | | |
0043 621-06553 2204.000 LBS | 5.85000 12893.40| 2.92000 6435.68| 2.90000 6391.60
SEED MIXTURE, R | | |
0044 621-06555 158.000 LBS | 7.95000 1256.10| 5.03000 794.74| 5.00000 790.00
SEED MIXTURE, P | | |
0045 621-06557 1196.000 LBS | 1.90000 2272.40| 1.91000 2284.36| 1.90000 2272.40
SEED MIXTURE, T | | |
0046 621-06565 56.000 TON | 410.00000 22960.00| 412.00000 23072.00| 410.00000 22960.00
MULCHING MATERIAL | | |
0047 621-06567 0.300 kGAL | 5.00000 1.50| 5.00000 1.50| 5.00000 1.50
WATER | | |
0048 621-06574 86.000 SYS | 11.02000 947.72| 10.00000 860.00| 10.00000 860.00
SODDING | | |
0049 622-52436 8.000 EACH | 30.00000 240.00| 30.00000 240.00| 30.00000 240.00
SIGN, DO NOT MOW OR SPRAY | | |
0050 622-98200 6.000 EACH | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00
SIGN, DO NOT DISTURB | | |
0051 628-09402 30.000 MOS | 961.00000 28830.00| 1900.00000 57000.00| 2000.00000 60000.00
FIELD OFFICE, B | | |
0052 628-09407 30.000 MOS | 50.00000 1500.00| 225.00000 6750.00| 300.00000 9000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0053 701-06011 6.000 EACH | 1210.30000 7261.80| 775.00000 4650.00| 2300.00000 13800.00
DYNAMIC PILE LOAD TEST | | |
0054 701-09557 294.000 LFT | 35.01000 10292.94| 100.00000 29400.00| 5.00000 1470.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0055 701-09559 6.000 EACH | 845.40000 5072.40| 1150.00000 6900.00| 2400.00000 14400.00
TEST PILE, DYNAMIC, RESTRIKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -5
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 701-91792 76.000 EACH | 89.90000 6832.40| 175.00000 13300.00| 89.90000 6832.40
PILE TIP, STEEL H , HP12 x 74 | | |
0057 701-95780 2202.000 LFT | 33.51000 73789.02| 53.00000 116706.00| 46.28000 101908.56
PILE, STEEL H, HP 12" X 74 | | |
0058 702-51005 330.600 CYS | 228.86000 75661.12| 325.00000 107445.00| 601.36000 198809.62
CONCRETE, A, SUBSTRUCTURE | | |
0059 702-51015 152.000 CYS | 958.55000 145699.60| 250.00000 38000.00| 610.57000 92806.64
CONCRETE, B, FOOTINGS | | |
0060 702-51110 644.000 LBS | 3.09000 1989.96| 4.50000 2898.00| 2.00000 1288.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0061 702-92857 129.600 CYS | 352.03000 45623.09| 375.00000 48600.00| 489.27000 63409.39
CONCRETE, C, SUBSTRUCTURE | | |
0062 703-06028 9.000 LBS | 0.70000 6.30| 1.00000 9.00| 0.76500 6.89
REINFORCING BARS | | |
0063 703-51030 82700.000 LBS | 0.66000 54582.00| 0.75000 62025.00| 0.83500 69054.50
REINFORCING STEEL | | |
0064 703-51032 270939.000 LBS | 0.74000 200494.86| 0.78000 211332.42| 0.73500 199140.17
REINFORCING STEEL, EPOXY COATED | | |
0065 704-09031 2253.000 SYS | 73.89000 166474.17| 70.00000 157710.00| 100.00000 225300.00
ARTICULATING CONCRETE MATTRESS | | |
0066 704-51002 822.200 CYS | 383.40000 315231.48| 375.00000 308325.00| 364.01000 299289.02
CONCRETE, C, SUPERSTRUCTURE | | |
0067 706-05734 8.000 EACH | 1327.12000 10616.96| 1475.00000 11800.00| 1500.00000 12000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0068 706-51020 99.400 CYS | 295.53000 29375.68| 250.00000 24850.00| 225.00000 22365.00
CONCRETE, C, RAILING | | |
0069 707-07605 2005.000 LFT | 301.54000 604587.70| 250.00000 501250.00| 219.45000 439997.25
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0070 709-51821 LUMP | 5166.46000 5166.46| 5600.00000 5600.00| 5516.46000 5516.46
SURFACE SEAL , STR. NO. 1 | | |
0071 709-51821 LUMP | 5166.46000 5166.46| 5600.00000 5600.00| 5516.46000 5516.46
SURFACE SEAL , STR. NO. 2 | | |
0072 714-44240 0.500 CYS | 1312.26000 656.13| 1600.00000 800.00| 2300.00000 1150.00
CONCRETE, A, STRUCTURES | | |
0073 715-03476 2.000 EACH | 652.33000 1304.66| 850.00000 1700.00| 700.00000 1400.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0074 715-05151 82.000 LFT | 25.56000 2095.92| 22.00000 1804.00| 25.00000 2050.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -6
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 715-05173 136.000 LFT | 46.08000 6266.88| 35.00000 4760.00| 40.00000 5440.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0076 715-05407 564.000 LFT | 9.46000 5335.44| 8.00000 4512.00| 8.00000 4512.00
PIPE, END BENT DRAIN, 6 IN. | | |
0077 715-46005 1.000 EACH | 295.55000 295.55| 550.00000 550.00| 400.00000 400.00
PIPE END SECTION, 15 IN. | | |
0078 715-46020 1.000 EACH | 395.55000 395.55| 600.00000 600.00| 400.00000 400.00
PIPE END SECTION, 24 IN. | | |
0079 720-45070 1.000 EACH | 1746.21000 1746.21| 1450.00000 1450.00| 2500.00000 2500.00
INLET, P12A | | |
0080 721-43020 1.000 EACH | 1497.78000 1497.78| 2100.00000 2100.00| 1500.00000 1500.00
AUTOMATIC DRAINAGE GATE, 24 IN. | | |
0081 722-95883 LUMP | 12321.08000 12321.08| 7500.00000 7500.00| 11950.00000 11950.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 1 | | |
0082 801-03290 4.000 EACH | 495.00000 1980.00| 500.00000 2000.00| 200.00000 800.00
CONSTRUCTION SIGN, C | | |
0083 801-06640 9.000 EACH | 275.00000 2475.00| 276.00000 2484.00| 200.00000 1800.00
CONSTRUCTION SIGN, A | | |
0084 801-06775 LUMP | 500.00000 500.00| 136500.00000 136500.00| 3000.00000 3000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 4,288,879.62| $ 4,237,895.65| $ 4,246,314.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW BRIDGE CONCRETE OPTION
| | |
0085 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0086 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0087 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0088 206-51220 2561.000 CYS | 16.92000 43332.12| 10.00000 25610.00| 14.65000 37518.65
EXCAVATION, WET | | |
0089 206-51225 3012.000 CYS | 16.92000 50963.04| 7.50000 22590.00| 11.65000 35089.80
EXCAVATION, DRY | | |
0090 211-09265 209.000 CYS | 34.89000 7292.01| 55.00000 11495.00| 31.65000 6614.85
STRUCTURE BACKFILL, TYPE 2 | | |
0091 302-07455 34.000 CYS | 59.79000 2032.86| 80.00000 2720.00| 40.00000 1360.00
DENSE GRADED SUBBASE | | |
0092 503-05310 84.000 LFT | 77.69000 6525.96| 85.00000 7140.00| 100.00000 8400.00
TERMINAL JOINT , MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -7
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 602-06729 66.000 EACH | 10.00000 660.00| 12.00000 792.00| 10.00000 660.00
BARRIER DELINEATOR | | |
0094 609-06263 202.000 SYS | 81.81000 16525.62| 80.00000 16160.00| 70.00000 14140.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0095 701-06011 12.000 EACH | 1210.30000 14523.60| 350.00000 4200.00| 2200.00000 26400.00
DYNAMIC PILE LOAD TEST | | |
0096 701-08152 1.000 EACH | 70799.21000 70799.21| 37500.00000 37500.00| 40000.00000 40000.00
STATIC PILE LOAD TEST , AXIAL | | |
0097 701-08152 1.000 EACH | 23651.41000 23651.41| 33000.00000 33000.00| 25000.00000 25000.00
STATIC PILE LOAD TEST , LATERAL | | |
0098 701-09557 758.000 LFT | 34.18000 25908.44| 100.00000 75800.00| 5.00000 3790.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0099 701-09559 12.000 EACH | 845.40000 10144.80| 1150.00000 13800.00| 2400.00000 28800.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0100 701-09561 174.000 LFT | 34.68000 6034.32| 175.00000 30450.00| 120.00000 20880.00
TEST PILE, STATIC LOAD, HP 12X74, | | |
NON-PRODUCTION | | |
0101 701-91792 216.000 EACH | 89.90000 19418.40| 175.00000 37800.00| 89.90000 19418.40
PILE TIP, STEEL H , HP 12X74 | | |
0102 701-95780 11676.000 LFT | 33.51000 391262.76| 45.00000 525420.00| 37.59000 438900.84
PILE, STEEL H, HP 12" X 74 | | |
0103 702-51005 1072.500 CYS | 253.87000 272275.58| 400.00000 429000.00| 434.25000 465733.13
CONCRETE, A, SUBSTRUCTURE | | |
0104 702-51015 1100.000 CYS | 492.22000 541442.00| 200.00000 220000.00| 636.19000 699809.00
CONCRETE, B, FOOTINGS | | |
0105 702-51110 8050.000 LBS | 2.95000 23747.50| 4.00000 32200.00| 3.00000 24150.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0106 702-92857 25.200 CYS | 383.88000 9673.78| 650.00000 16380.00| 2580.54000 65029.61
CONCRETE, C, SUBSTRUCTURE | | |
0107 703-51030 298728.000 LBS | 0.66000 197160.48| 0.75000 224046.00| 0.79500 237488.76
REINFORCING STEEL | | |
0108 703-51032 683544.000 LBS | 0.74000 505822.56| 0.78000 533164.32| 0.69750 476771.94
REINFORCING STEEL, EPOXY COATED | | |
0109 704-51002 1981.300 CYS | 361.72000 716675.84| 400.00000 792520.00| 389.27000 771260.65
CONCRETE, C, SUPERSTRUCTURE | | |
0110 706-05734 4.000 EACH | 1327.12000 5308.48| 1500.00000 6000.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0111 706-09410 4.000 EACH | 4372.02000 17488.08| 3500.00000 14000.00| 3955.00000 15820.00
RAILING , SLIDING PLATE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -8
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 706-51020 317.800 CYS | 223.01000 70872.58| 245.00000 77861.00| 225.00000 71505.00
CONCRETE, C, RAILING | | |
0113 707-09414 5170.000 LFT | 267.63000 1383647.10| 278.00000 1437260.00| 243.48000 1258791.60
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 61 IN. | | |
0114 709-51821 LUMP | 28872.00000 28872.00| 31000.00000 31000.00| 30872.00000 30872.00
SURFACE SEAL , STR. NO. 3 | | |
0115 711-96800 248.000 EACH | 16.78000 4161.44| 15.00000 3720.00| 7.00000 1736.00
STUD SHEAR CONNECTORS | | |
0116 722-95883 LUMP | 21470.57000 21470.57| 26500.00000 26500.00| 40300.00000 40300.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 3 | | |
0117 724-51927 89.000 LFT | 979.69000 87192.41| 1050.00000 93450.00| 1050.00000 93450.00
STRUCTURAL EXPANSION JOINT, M | | |
0118 726-95870 40.000 EACH | 1830.13000 73205.20| 400.00000 16000.00| 420.00000 16800.00
BEARING ASSEMBLY , SEMI-FIXED | | |
0119 726-96481 40.000 EACH | 621.00000 24840.00| 1500.00000 60000.00| 1067.00000 42680.00
BEARING ASSEMBLY, EXPANSION | | |
SECTION TOTALS | $ 4,672,930.75| $ 4,857,578.92| $ 5,025,170.83
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW BRIDGE CONSTRUCTION STEEL OPTION
| | |
0120 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0121 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0122 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0123 206-51220 2357.000 CYS | | |
EXCAVATION, WET | | |
0124 206-51225 3379.000 CYS | | |
EXCAVATION, DRY | | |
0125 302-07455 34.000 CYS | | |
DENSE GRADED SUBBASE | | |
0126 503-05310 84.000 LFT | | |
TERMINAL JOINT , MODIFIED | | |
0127 602-06729 66.000 EACH | | |
BARRIER DELINEATOR | | |
0128 609-06263 202.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -9
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 701-06011 12.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0130 701-08152 1.000 EACH | | |
STATIC PILE LOAD TEST , AXIAL | | |
0131 701-08152 1.000 EACH | | |
STATIC PILE LOAD TEST , LATERAL | | |
0132 701-09557 765.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0133 701-09559 12.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0134 701-09561 116.000 LFT | | |
TEST PILE, STATIC LOAD, HP 12X74, | | |
NON-PRODUCTION | | |
0135 701-91792 196.000 EACH | | |
PILE TIP, STEEL H , HP 12X74 | | |
0136 701-95780 10693.000 LFT | | |
PILE, STEEL H, HP 12" X 74 | | |
0137 702-51005 994.700 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0138 702-51015 1036.200 CYS | | |
CONCRETE, B, FOOTINGS | | |
0139 702-51110 4800.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0140 702-92857 25.000 CYS | | |
CONCRETE, C, SUBSTRUCTURE | | |
0141 703-51030 303385.000 LBS | | |
REINFORCING STEEL | | |
0142 703-51032 706834.000 LBS | | |
REINFORCING STEEL, EPOXY COATED | | |
0143 704-51002 1690.800 CYS | | |
CONCRETE, C, SUPERSTRUCTURE | | |
0144 706-05734 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0145 706-09410 4.000 EACH | | |
RAILING , SLIDING PLATE | | |
0146 706-51020 318.200 CYS | | |
CONCRETE, C, RAILING | | |
0147 709-51821 LUMP | | |
SURFACE SEAL , STR NO 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -10
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0148 711-51038 LUMP | | |
STRUCTURAL STEEL , STR NO 3 | | |
0149 711-96800 240.000 EACH | | |
STUD SHEAR CONNECTORS | | |
0150 722-95883 LUMP | | |
BRIDGE DECK DRAIN SYSTEM , STR NO 3 | | |
0151 724-51927 89.000 LFT | | |
STRUCTURAL EXPANSION JOINT, M | | |
0152 726-95870 8.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, ABUTMEN | | |
0153 726-95870 24.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, PIER | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW BRIDGE CONCRETE OPTION
| | |
0154 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0155 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0156 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0157 206-51220 2652.000 CYS | 16.92000 44871.84| 10.00000 26520.00| 14.65000 38851.80
EXCAVATION, WET | | |
0158 206-51225 3126.000 CYS | 16.92000 52891.92| 7.50000 23445.00| 11.65000 36417.90
EXCAVATION, DRY | | |
0159 211-09265 449.000 CYS | 34.89000 15665.61| 55.00000 24695.00| 31.65000 14210.85
STRUCTURE BACKFILL, TYPE 2 | | |
0160 302-07455 34.000 CYS | 59.79000 2032.86| 80.00000 2720.00| 60.00000 2040.00
DENSE GRADED SUBBASE | | |
0161 503-05310 84.000 LFT | 77.69000 6525.96| 85.00000 7140.00| 100.00000 8400.00
TERMINAL JOINT , MODIFIED | | |
0162 602-06729 66.000 EACH | 10.00000 660.00| 12.00000 792.00| 10.00000 660.00
BARRIER DELINEATOR | | |
0163 609-06263 202.000 SYS | 81.81000 16525.62| 80.00000 16160.00| 70.00000 14140.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0164 701-06011 11.000 EACH | 1320.33000 14523.63| 350.00000 3850.00| 2200.00000 24200.00
DYNAMIC PILE LOAD TEST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -11
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0165 701-09557 809.000 LFT | 33.38000 27004.42| 100.00000 80900.00| 5.00000 4045.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0166 701-09559 11.000 EACH | 845.40000 9299.40| 1150.00000 12650.00| 2400.00000 26400.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0167 701-91792 213.000 EACH | 89.90000 19148.70| 175.00000 37275.00| 89.90000 19148.70
PILE TIP, STEEL H , HP 12X74 | | |
0168 701-95780 12600.000 LFT | 33.51000 422226.00| 45.00000 567000.00| 37.59000 473634.00
PILE, STEEL H, HP 12" X 74 | | |
0169 702-51005 1072.800 CYS | 253.87000 272351.74| 400.00000 429120.00| 434.25000 465863.40
CONCRETE, A, SUBSTRUCTURE | | |
0170 702-51015 1100.000 CYS | 492.22000 541442.00| 200.00000 220000.00| 636.19000 699809.00
CONCRETE, B, FOOTINGS | | |
0171 702-51110 8050.000 LBS | 2.98000 23989.00| 4.00000 32200.00| 2.50000 20125.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0172 702-92857 25.200 CYS | 375.84000 9471.17| 650.00000 16380.00| 2580.54000 65029.61
CONCRETE, C, SUBSTRUCTURE | | |
0173 703-51030 298728.000 LBS | 0.66000 197160.48| 0.75000 224046.00| 0.79500 237488.76
REINFORCING STEEL | | |
0174 703-51032 683544.000 LBS | 0.74000 505822.56| 0.78000 533164.32| 0.69750 476771.94
REINFORCING STEEL, EPOXY COATED | | |
0175 704-51002 1981.300 CYS | 360.29000 713842.58| 400.00000 792520.00| 389.27000 771260.65
CONCRETE, C, SUPERSTRUCTURE | | |
0177 706-05734 4.000 EACH | 1327.12000 5308.48| 1500.00000 6000.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0178 706-51020 317.800 CYS | 223.01000 70872.58| 245.00000 77861.00| 225.00000 71505.00
CONCRETE, C, RAILING | | |
0179 707-09414 5170.000 LFT | 268.11000 1386128.70| 278.00000 1437260.00| 243.48000 1258791.60
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 61 IN. | | |
0180 709-51821 LUMP | 28872.00000 28872.00| 31000.00000 31000.00| 30872.00000 30872.00
SURFACE SEAL , STR. NO. 4 | | |
0181 711-96800 248.000 EACH | 16.78000 4161.44| 15.00000 3720.00| 7.00000 1736.00
STUD SHEAR CONNECTORS | | |
0182 722-95883 LUMP | 21470.57000 21470.57| 26500.00000 26500.00| 40300.00000 40300.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 4 | | |
0183 724-51927 89.000 LFT | 979.69000 87192.41| 1050.00000 93450.00| 1000.00000 89000.00
STRUCTURAL EXPANSION JOINT, M | | |
0184 726-95870 40.000 EACH | 1830.13000 73205.20| 400.00000 16000.00| 420.00000 16800.00
BEARING ASSEMBLY , SEMI-FIXED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -12
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0185 726-96481 40.000 EACH | 621.00000 24840.00| 1500.00000 60000.00| 1067.00000 42680.00
BEARING ASSEMBLY, EXPANSION | | |
0218 706-09410 4.000 EACH | 4372.87000 17491.48| 3500.00000 14000.00| 2333.00000 9332.00
RAILING , SLIDING PLATE | | |
SECTION TOTALS | $ 4,614,998.95| $ 4,816,368.92| $ 4,965,513.81
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0005 NEW BRIDGE STEEL OPTION
| | |
0186 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0187 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0188 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0189 206-51220 2527.000 CYS | | |
EXCAVATION, WET | | |
0190 206-51225 3591.000 CYS | | |
EXCAVATION, DRY | | |
0191 211-09265 455.000 CYS | | |
STRUCTURE BACKFILL, TYPE 2 | | |
0192 302-07455 34.000 CYS | | |
DENSE GRADED SUBBASE | | |
0193 503-05310 84.000 LFT | | |
TERMINAL JOINT , MODIFIED | | |
0194 602-06729 66.000 EACH | | |
BARRIER DELINEATOR | | |
0195 609-06263 202.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0196 701-06011 11.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0197 701-09557 817.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0198 701-09559 11.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0199 701-91792 194.000 EACH | | |
PILE TIP, STEEL H , HP 12X74 | | |
0200 701-95780 11548.000 LFT | | |
PILE, STEEL H, HP 12" X 74 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -13
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 90-0177865 |( 3 ) 61-1023045
|WEDDLE BROTHERS HIGHWAY GROU |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0201 702-51005 995.100 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0202 702-51015 1036.200 CYS | | |
CONCRETE, B, FOOTINGS | | |
0203 702-51110 4800.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0204 702-92857 25.000 CYS | | |
CONCRETE, C, SUBSTRUCTURE | | |
0205 703-51030 303385.000 LBS | | |
REINFORCING STEEL | | |
0206 703-51032 706834.000 LBS | | |
REINFORCING STEEL, EPOXY COATED | | |
0207 704-51002 1690.800 CYS | | |
CONCRETE, C, SUPERSTRUCTURE | | |
0208 706-05734 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0209 706-09410 4.000 EACH | | |
RAILING , SLIDING PLATE | | |
0210 706-51020 318.200 CYS | | |
CONCRETE, C, RAILING | | |
0211 709-51821 LUMP | | |
SURFACE SEAL , STR. NO. 4 | | |
0212 711-51038 LUMP | | |
STRUCTURAL STEEL , STR. NO. 4 | | |
0213 711-96800 240.000 EACH | | |
STUD SHEAR CONNECTORS | | |
0214 722-95883 LUMP | | |
BRIDGE DECK DRAIN SYSTEM , STR. NO. 4 | | |
0215 724-51927 89.000 LFT | | |
STRUCTURAL EXPANSION JOINT, M | | |
0216 726-95870 8.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, ABUTMEN | | |
0217 726-95870 24.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, PIER | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 13,576,809.32| $ 13,911,843.49| $ 14,236,998.80
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -14
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 44200.00000 44200.00| 525954.91000 525954.91| 50466.00000 50466.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 136.69000 273.38| 150.00000 300.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 60.000 MOS | 180.43000 10825.80| 100.00000 6000.00| 140.00000 8400.00
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 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
LIQUIDATED DAMAGES | | |
0006 109-08360 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
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 109-08463 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 734627.00000 734627.00| 776928.00000 776928.00| 765000.00000 765000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 29500.00000 29500.00| 352420.31000 352420.31| 150000.00000 150000.00
CLEARING RIGHT OF WAY | | |
0012 203-02000 5819.000 CYS | 5.77000 33575.63| 3.80000 22112.20| 5.40000 31422.60
EXCAVATION, COMMON | | |
0013 203-02070 75683.000 CYS | 5.77000 436690.91| 4.45000 336789.35| 5.40000 408688.20
BORROW | | |
0014 203-09567 3.000 EACH | 1550.00000 4650.00| 3500.00000 10500.00| 1800.00000 5400.00
SPILL CONTAINMENT DAM | | |
0015 204-08552 3.000 EACH | 5000.00000 15000.00| 10000.00000 30000.00| 5000.00000 15000.00
VIBRATING WIRE SETTLEMENT SYSTEM | | |
0016 204-08553 3.000 EACH | 15000.00000 45000.00| 15000.00000 45000.00| 15000.00000 45000.00
DATA LOGGING | | |
0017 204-08554 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00| 5000.00000 10000.00
HAND HELD VW READOUT | | |
0018 205-06930 5.200 TON | 175.00000 910.00| 150.00000 780.00| 180.00000 936.00
SPLASHPAD, RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -15
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 20.000 TON | 82.00000 1640.00| 40.00000 800.00| 85.00000 1700.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 2741.000 LFT | 1.45000 3974.45| 1.25000 3426.25| 2.20000 6030.20
TEMPORARY SILT FENCE | | |
0021 205-06938 152.000 LFT | 28.00000 4256.00| 20.00000 3040.00| 25.00000 3800.00
TEMPORARY SLOPE DRAIN | | |
0022 205-09543 150.000 TON | 31.00000 4650.00| 28.50000 4275.00| 30.00000 4500.00
NO 2 STONE | | |
0023 206-51215 86.000 CYS | 128.46000 11047.56| 10.37000 891.82| 210.00000 18060.00
EXCAVATION, X | | |
0024 206-51220 721.000 CYS | 17.29000 12466.09| 7.50000 5407.50| 150.00000 108150.00
EXCAVATION, WET | | |
0025 206-51225 374.000 CYS | 22.80000 8527.20| 9.83000 3676.42| 30.00000 11220.00
EXCAVATION, DRY | | |
0026 210-05591 1015.000 CYS | 18.60000 18879.00| 13.50000 13702.50| 16.00000 16240.00
CLAY | | |
0027 211-06467 328.000 CYS | 42.84000 14051.52| 43.36000 14222.08| 85.00000 27880.00
AGGREGATE FOR END BENT BACKFILL | | |
0028 211-09264 47.000 CYS | 20.00000 940.00| 34.00000 1598.00| 30.00000 1410.00
STRUCTURE BACKFILL, TYPE 1 | | |
0030 301-07448 192.000 TON | 23.00000 4416.00| 27.00000 5184.00| 25.00000 4800.00
COMPACTED AGGREGATE, NO. 53, BASE , | | |
Undistributed Quantity | | |
0031 302-07455 115.000 CYS | 61.07000 7023.05| 60.55000 6963.25| 75.00000 8625.00
DENSE GRADED SUBBASE | | |
0032 303-01180 489.000 TON | 23.00000 11247.00| 26.70000 13056.30| 25.00000 12225.00
COMPACTED AGGREGATE, NO. 53 | | |
0033 503-05310 179.200 LFT | 154.77000 27734.78| 84.77000 15190.78| 115.00000 20608.00
TERMINAL JOINT , MODIFIED | | |
0034 602-06729 28.000 EACH | 12.65000 354.20| 13.69000 383.32| 10.00000 280.00
BARRIER DELINEATOR | | |
0035 603-04160 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| 3500.00000 7000.00
FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | |
0036 608-05741 254353.000 LFT | 0.58000 147524.74| 0.39000 99197.67| 0.40000 101741.20
WICK DRAIN | | |
0037 608-05742 13108.000 CYS | 14.60000 191376.80| 19.80000 259538.40| 17.00000 222836.00
DRAINAGE BLANKET | | |
0038 609-06263 718.000 SYS | 78.68000 56492.24| 70.96000 50949.28| 95.00000 68210.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -16
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 616-02320 8101.000 SYS | 2.15000 17417.15| 2.50000 20252.50| 2.00000 16202.00
GEOTEXTILES | | |
0040 616-06405 4690.000 TON | 31.85000 149376.50| 30.00000 140700.00| 30.00000 140700.00
RIPRAP, REVETMENT | | |
0041 621-01004 3.000 EACH | 550.00000 1650.00| 815.00000 2445.00| 550.00000 1650.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 7.100 TON | 600.00000 4260.00| 800.00000 5680.00| 600.00000 4260.00
FERTILIZER | | |
0043 621-06553 2204.000 LBS | 2.90000 6391.60| 3.70000 8154.80| 2.90000 6391.60
SEED MIXTURE, R | | |
0044 621-06555 158.000 LBS | 5.00000 790.00| 8.00000 1264.00| 5.00000 790.00
SEED MIXTURE, P | | |
0045 621-06557 1196.000 LBS | 1.90000 2272.40| 1.70000 2033.20| 1.90000 2272.40
SEED MIXTURE, T | | |
0046 621-06565 56.000 TON | 410.00000 22960.00| 355.00000 19880.00| 410.00000 22960.00
MULCHING MATERIAL | | |
0047 621-06567 0.300 kGAL | 5.00000 1.50| 1.00000 0.30| 5.00000 1.50
WATER | | |
0048 621-06574 86.000 SYS | 10.00000 860.00| 26.40000 2270.40| 10.00000 860.00
SODDING | | |
0049 622-52436 8.000 EACH | 30.00000 240.00| 34.00000 272.00| 30.00000 240.00
SIGN, DO NOT MOW OR SPRAY | | |
0050 622-98200 6.000 EACH | 30.00000 180.00| 34.00000 204.00| 30.00000 180.00
SIGN, DO NOT DISTURB | | |
0051 628-09402 30.000 MOS | 1478.16000 44344.80| 3500.00000 105000.00| 1800.00000 54000.00
FIELD OFFICE, B | | |
0052 628-09407 30.000 MOS | 174.96000 5248.80| 100.00000 3000.00| 250.00000 7500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0053 701-06011 6.000 EACH | 2200.00000 13200.00| 2248.71000 13492.26| 600.00000 3600.00
DYNAMIC PILE LOAD TEST | | |
0054 701-09557 294.000 LFT | 70.41000 20700.54| 70.28000 20662.32| 45.00000 13230.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0055 701-09559 6.000 EACH | 2200.00000 13200.00| 1349.23000 8095.38| 590.00000 3540.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0056 701-91792 76.000 EACH | 97.32000 7396.32| 200.00000 15200.00| 110.00000 8360.00
PILE TIP, STEEL H , HP12 x 74 | | |
0057 701-95780 2202.000 LFT | 41.94000 92351.88| 50.09000 110298.18| 42.00000 92484.00
PILE, STEEL H, HP 12" X 74 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -17
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 702-51005 330.600 CYS | 366.22000 121072.33| 625.00000 206625.00| 450.00000 148770.00
CONCRETE, A, SUBSTRUCTURE | | |
0059 702-51015 152.000 CYS | 395.00000 60040.00| 735.00000 111720.00| 350.00000 53200.00
CONCRETE, B, FOOTINGS | | |
0060 702-51110 644.000 LBS | 6.12000 3941.28| 3.50000 2254.00| 3.50000 2254.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0061 702-92857 129.600 CYS | 582.03000 75431.09| 450.00000 58320.00| 500.00000 64800.00
CONCRETE, C, SUBSTRUCTURE | | |
0062 703-06028 9.000 LBS | 0.87000 7.83| 0.56000 5.04| 1.00000 9.00
REINFORCING BARS | | |
0063 703-51030 82700.000 LBS | 1.01000 83527.00| 0.56000 46312.00| 0.80000 66160.00
REINFORCING STEEL | | |
0064 703-51032 270939.000 LBS | 0.83000 224879.37| 0.64000 173400.96| 0.82000 222169.98
REINFORCING STEEL, EPOXY COATED | | |
0065 704-09031 2253.000 SYS | 79.19000 178415.07| 89.39000 201395.67| 82.00000 184746.00
ARTICULATING CONCRETE MATTRESS | | |
0066 704-51002 822.200 CYS | 514.78000 423252.12| 600.00000 493320.00| 440.00000 361768.00
CONCRETE, C, SUPERSTRUCTURE | | |
0067 706-05734 8.000 EACH | 690.73000 5525.84| 3500.00000 28000.00| 1500.00000 12000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0068 706-51020 99.400 CYS | 283.79000 28208.73| 350.00000 34790.00| 225.00000 22365.00
CONCRETE, C, RAILING | | |
0069 707-07605 2005.000 LFT | 270.40000 542152.00| 600.00000 1203000.00| 295.00000 591475.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0070 709-51821 LUMP | 6090.00000 6090.00| 25000.00000 25000.00| 5516.46000 5516.46
SURFACE SEAL , STR. NO. 1 | | |
0071 709-51821 LUMP | 6090.00000 6090.00| 25000.00000 25000.00| 5516.46000 5516.46
SURFACE SEAL , STR. NO. 2 | | |
0072 714-44240 0.500 CYS | 2500.00000 1250.00| 2200.00000 1100.00| 2500.00000 1250.00
CONCRETE, A, STRUCTURES | | |
0073 715-03476 2.000 EACH | 1200.00000 2400.00| 690.00000 1380.00| 1000.00000 2000.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0074 715-05151 82.000 LFT | 21.00000 1722.00| 35.00000 2870.00| 24.00000 1968.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0075 715-05173 136.000 LFT | 62.00000 8432.00| 47.50000 6460.00| 60.00000 8160.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0076 715-05407 564.000 LFT | 28.00000 15792.00| 10.50000 5922.00| 6.00000 3384.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -18
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-46005 1.000 EACH | 750.00000 750.00| 1000.00000 1000.00| 700.00000 700.00
PIPE END SECTION, 15 IN. | | |
0078 715-46020 1.000 EACH | 850.00000 850.00| 1500.00000 1500.00| 800.00000 800.00
PIPE END SECTION, 24 IN. | | |
0079 720-45070 1.000 EACH | 2100.00000 2100.00| 2600.00000 2600.00| 2500.00000 2500.00
INLET, P12A | | |
0080 721-43020 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1900.00000 1900.00
AUTOMATIC DRAINAGE GATE, 24 IN. | | |
0081 722-95883 LUMP | 6696.71000 6696.71| 15000.00000 15000.00| 15000.00000 15000.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 1 | | |
0082 801-03290 4.000 EACH | 495.00000 1980.00| 775.00000 3100.00| 495.00000 1980.00
CONSTRUCTION SIGN, C | | |
0083 801-06640 9.000 EACH | 275.00000 2475.00| 595.00000 5355.00| 275.00000 2475.00
CONSTRUCTION SIGN, A | | |
0084 801-06775 LUMP | 35000.00000 35000.00| 250000.00000 250000.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 4,141,780.01| $ 6,011,626.15| $ 4,313,221.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW BRIDGE CONCRETE OPTION
| | |
0085 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0086 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0087 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0088 206-51220 2561.000 CYS | 19.07000 48838.27| 15.33000 39260.13| 155.00000 396955.00
EXCAVATION, WET | | |
0089 206-51225 3012.000 CYS | 15.48000 46625.76| 21.83000 65751.96| 30.00000 90360.00
EXCAVATION, DRY | | |
0090 211-09265 209.000 CYS | 36.00000 7524.00| 32.28000 6746.52| 40.00000 8360.00
STRUCTURE BACKFILL, TYPE 2 | | |
0091 302-07455 34.000 CYS | 61.07000 2076.38| 64.14000 2180.76| 75.00000 2550.00
DENSE GRADED SUBBASE | | |
0092 503-05310 84.000 LFT | 154.77000 13000.68| 86.71000 7283.64| 115.00000 9660.00
TERMINAL JOINT , MODIFIED | | |
0093 602-06729 66.000 EACH | 12.66000 835.56| 13.69000 903.54| 10.00000 660.00
BARRIER DELINEATOR | | |
0094 609-06263 202.000 SYS | 78.66000 15889.32| 71.86000 14515.72| 100.00000 20200.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -19
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 701-06011 12.000 EACH | 2200.00000 26400.00| 2248.71000 26984.52| 500.00000 6000.00
DYNAMIC PILE LOAD TEST | | |
0096 701-08152 1.000 EACH | 55976.00000 55976.00| 56885.03000 56885.03| 52000.00000 52000.00
STATIC PILE LOAD TEST , AXIAL | | |
0097 701-08152 1.000 EACH | 54709.00000 54709.00| 51885.03000 51885.03| 45000.00000 45000.00
STATIC PILE LOAD TEST , LATERAL | | |
0098 701-09557 758.000 LFT | 107.67000 81613.86| 66.61000 50490.38| 45.00000 34110.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0099 701-09559 12.000 EACH | 2500.00000 30000.00| 1349.23000 16190.76| 550.00000 6600.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0100 701-09561 174.000 LFT | 66.86000 11633.64| 186.57000 32463.18| 60.00000 10440.00
TEST PILE, STATIC LOAD, HP 12X74, | | |
NON-PRODUCTION | | |
0101 701-91792 216.000 EACH | 97.32000 21021.12| 89.90000 19418.40| 110.00000 23760.00
PILE TIP, STEEL H , HP 12X74 | | |
0102 701-95780 11676.000 LFT | 42.83000 500083.08| 32.58000 380404.08| 40.00000 467040.00
PILE, STEEL H, HP 12" X 74 | | |
0103 702-51005 1072.500 CYS | 317.01000 339993.23| 349.17000 374484.83| 500.00000 536250.00
CONCRETE, A, SUBSTRUCTURE | | |
0104 702-51015 1100.000 CYS | 462.12000 508332.00| 320.60000 352660.00| 325.00000 357500.00
CONCRETE, B, FOOTINGS | | |
0105 702-51110 8050.000 LBS | 6.12000 49266.00| 2.55000 20527.50| 4.00000 32200.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0106 702-92857 25.200 CYS | 567.25000 14294.70| 677.23000 17066.20| 650.00000 16380.00
CONCRETE, C, SUBSTRUCTURE | | |
0107 703-51030 298728.000 LBS | 0.98000 292753.44| 0.68000 203135.04| 0.75000 224046.00
REINFORCING STEEL | | |
0108 703-51032 683544.000 LBS | 0.77000 526328.88| 0.64000 437468.16| 0.80000 546835.20
REINFORCING STEEL, EPOXY COATED | | |
0109 704-51002 1981.300 CYS | 455.49000 902462.34| 378.71000 750338.12| 410.00000 812333.00
CONCRETE, C, SUPERSTRUCTURE | | |
0110 706-05734 4.000 EACH | 679.85000 2719.40| 1680.16000 6720.64| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0111 706-09410 4.000 EACH | 3913.74000 15654.96| 3504.74000 14018.96| 3200.00000 12800.00
RAILING , SLIDING PLATE | | |
0112 706-51020 317.800 CYS | 263.75000 83819.75| 233.60000 74238.08| 225.00000 71505.00
CONCRETE, C, RAILING | | |
0113 707-09414 5170.000 LFT | 274.66000 1419992.20| 257.94000 1333549.80| 305.00000 1576850.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 61 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -20
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 709-51821 LUMP | 36080.00000 36080.00| 30872.00000 30872.00| 30872.00000 30872.00
SURFACE SEAL , STR. NO. 3 | | |
0115 711-96800 248.000 EACH | 5.47000 1356.56| 3.20000 793.60| 10.00000 2480.00
STUD SHEAR CONNECTORS | | |
0116 722-95883 LUMP | 19980.77000 19980.77| 20320.66000 20320.66| 30000.00000 30000.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 3 | | |
0117 724-51927 89.000 LFT | 1530.90000 136250.10| 1028.30000 91518.70| 1025.00000 91225.00
STRUCTURAL EXPANSION JOINT, M | | |
0118 726-95870 40.000 EACH | 759.38000 30375.20| 143.42000 5736.80| 350.00000 14000.00
BEARING ASSEMBLY , SEMI-FIXED | | |
0119 726-96481 40.000 EACH | 759.38000 30375.20| 143.42000 5736.80| 350.00000 14000.00
BEARING ASSEMBLY, EXPANSION | | |
SECTION TOTALS | $ 5,326,262.00| $ 4,510,550.14| $ 5,548,971.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW BRIDGE CONSTRUCTION STEEL OPTION
| | |
0120 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0121 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0122 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0123 206-51220 2357.000 CYS | | |
EXCAVATION, WET | | |
0124 206-51225 3379.000 CYS | | |
EXCAVATION, DRY | | |
0125 302-07455 34.000 CYS | | |
DENSE GRADED SUBBASE | | |
0126 503-05310 84.000 LFT | | |
TERMINAL JOINT , MODIFIED | | |
0127 602-06729 66.000 EACH | | |
BARRIER DELINEATOR | | |
0128 609-06263 202.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0129 701-06011 12.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0130 701-08152 1.000 EACH | | |
STATIC PILE LOAD TEST , AXIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -21
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 701-08152 1.000 EACH | | |
STATIC PILE LOAD TEST , LATERAL | | |
0132 701-09557 765.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0133 701-09559 12.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0134 701-09561 116.000 LFT | | |
TEST PILE, STATIC LOAD, HP 12X74, | | |
NON-PRODUCTION | | |
0135 701-91792 196.000 EACH | | |
PILE TIP, STEEL H , HP 12X74 | | |
0136 701-95780 10693.000 LFT | | |
PILE, STEEL H, HP 12" X 74 | | |
0137 702-51005 994.700 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0138 702-51015 1036.200 CYS | | |
CONCRETE, B, FOOTINGS | | |
0139 702-51110 4800.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0140 702-92857 25.000 CYS | | |
CONCRETE, C, SUBSTRUCTURE | | |
0141 703-51030 303385.000 LBS | | |
REINFORCING STEEL | | |
0142 703-51032 706834.000 LBS | | |
REINFORCING STEEL, EPOXY COATED | | |
0143 704-51002 1690.800 CYS | | |
CONCRETE, C, SUPERSTRUCTURE | | |
0144 706-05734 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0145 706-09410 4.000 EACH | | |
RAILING , SLIDING PLATE | | |
0146 706-51020 318.200 CYS | | |
CONCRETE, C, RAILING | | |
0147 709-51821 LUMP | | |
SURFACE SEAL , STR NO 3 | | |
0148 711-51038 LUMP | | |
STRUCTURAL STEEL , STR NO 3 | | |
0149 711-96800 240.000 EACH | | |
STUD SHEAR CONNECTORS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -22
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 722-95883 LUMP | | |
BRIDGE DECK DRAIN SYSTEM , STR NO 3 | | |
0151 724-51927 89.000 LFT | | |
STRUCTURAL EXPANSION JOINT, M | | |
0152 726-95870 8.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, ABUTMEN | | |
0153 726-95870 24.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, PIER | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW BRIDGE CONCRETE OPTION
| | |
0154 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0155 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0156 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0157 206-51220 2652.000 CYS | 18.41000 48823.32| 14.80000 39249.60| 155.00000 411060.00
EXCAVATION, WET | | |
0158 206-51225 3126.000 CYS | 14.91000 46608.66| 24.73000 77305.98| 30.00000 93780.00
EXCAVATION, DRY | | |
0159 211-09265 449.000 CYS | 37.75000 16949.75| 34.15000 15333.35| 45.00000 20205.00
STRUCTURE BACKFILL, TYPE 2 | | |
0160 302-07455 34.000 CYS | 61.07000 2076.38| 65.55000 2228.70| 75.00000 2550.00
DENSE GRADED SUBBASE | | |
0161 503-05310 84.000 LFT | 154.77000 13000.68| 87.45000 7345.80| 115.00000 9660.00
TERMINAL JOINT , MODIFIED | | |
0162 602-06729 66.000 EACH | 12.66000 835.56| 13.69000 903.54| 10.00000 660.00
BARRIER DELINEATOR | | |
0163 609-06263 202.000 SYS | 78.66000 15889.32| 71.88000 14519.76| 100.00000 20200.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0164 701-06011 11.000 EACH | 2200.00000 24200.00| 2248.71000 24735.81| 500.00000 5500.00
DYNAMIC PILE LOAD TEST | | |
0165 701-09557 809.000 LFT | 74.02000 59882.18| 65.39000 52900.51| 45.00000 36405.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0166 701-09559 11.000 EACH | 2200.00000 24200.00| 1471.88000 16190.68| 550.00000 6050.00
TEST PILE, DYNAMIC, RESTRIKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -23
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0167 701-91792 213.000 EACH | 97.32000 20729.16| 89.90000 19148.70| 110.00000 23430.00
PILE TIP, STEEL H , HP 12X74 | | |
0168 701-95780 12600.000 LFT | 42.72000 538272.00| 43.56000 548856.00| 40.00000 504000.00
PILE, STEEL H, HP 12" X 74 | | |
0169 702-51005 1072.800 CYS | 316.92000 339991.78| 336.13000 360600.26| 475.00000 509580.00
CONCRETE, A, SUBSTRUCTURE | | |
0170 702-51015 1100.000 CYS | 462.12000 508332.00| 317.35000 349085.00| 325.00000 357500.00
CONCRETE, B, FOOTINGS | | |
0171 702-51110 8050.000 LBS | 6.12000 49266.00| 2.55000 20527.50| 4.00000 32200.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0172 702-92857 25.200 CYS | 567.25000 14294.70| 698.34000 17598.17| 650.00000 16380.00
CONCRETE, C, SUBSTRUCTURE | | |
0173 703-51030 298728.000 LBS | 0.98000 292753.44| 0.68000 203135.04| 0.75000 224046.00
REINFORCING STEEL | | |
0174 703-51032 683544.000 LBS | 0.77000 526328.88| 0.64000 437468.16| 0.80000 546835.20
REINFORCING STEEL, EPOXY COATED | | |
0175 704-51002 1981.300 CYS | 457.81000 907058.95| 379.72000 752339.24| 410.00000 812333.00
CONCRETE, C, SUPERSTRUCTURE | | |
0177 706-05734 4.000 EACH | 679.85000 2719.40| 3362.18000 13448.72| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0178 706-51020 317.800 CYS | 263.75000 83819.75| 228.21000 72525.14| 225.00000 71505.00
CONCRETE, C, RAILING | | |
0179 707-09414 5170.000 LFT | 274.95000 1421491.50| 256.97000 1328534.90| 305.00000 1576850.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 61 IN. | | |
0180 709-51821 LUMP | 36080.00000 36080.00| 28872.00000 28872.00| 30872.00000 30872.00
SURFACE SEAL , STR. NO. 4 | | |
0181 711-96800 248.000 EACH | 5.47000 1356.56| 3.20000 793.60| 10.00000 2480.00
STUD SHEAR CONNECTORS | | |
0182 722-95883 LUMP | 19980.77000 19980.77| 15453.54000 15453.54| 30000.00000 30000.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 4 | | |
0183 724-51927 89.000 LFT | 1400.00000 124600.00| 1028.30000 91518.70| 1025.00000 91225.00
STRUCTURAL EXPANSION JOINT, M | | |
0184 726-95870 40.000 EACH | 759.38000 30375.20| 143.42000 5736.80| 350.00000 14000.00
BEARING ASSEMBLY , SEMI-FIXED | | |
0185 726-96481 40.000 EACH | 759.38000 30375.20| 143.42000 5736.80| 350.00000 14000.00
BEARING ASSEMBLY, EXPANSION | | |
0218 706-09410 4.000 EACH | 3913.74000 15654.96| 3504.74000 14018.96| 3200.00000 12800.00
RAILING , SLIDING PLATE | | |
SECTION TOTALS | $ 5,215,946.70| $ 4,536,111.56| $ 5,482,106.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0005 NEW BRIDGE STEEL OPTION
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -24
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0186 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0187 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0188 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0189 206-51220 2527.000 CYS | | |
EXCAVATION, WET | | |
0190 206-51225 3591.000 CYS | | |
EXCAVATION, DRY | | |
0191 211-09265 455.000 CYS | | |
STRUCTURE BACKFILL, TYPE 2 | | |
0192 302-07455 34.000 CYS | | |
DENSE GRADED SUBBASE | | |
0193 503-05310 84.000 LFT | | |
TERMINAL JOINT , MODIFIED | | |
0194 602-06729 66.000 EACH | | |
BARRIER DELINEATOR | | |
0195 609-06263 202.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0196 701-06011 11.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0197 701-09557 817.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0198 701-09559 11.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0199 701-91792 194.000 EACH | | |
PILE TIP, STEEL H , HP 12X74 | | |
0200 701-95780 11548.000 LFT | | |
PILE, STEEL H, HP 12" X 74 | | |
0201 702-51005 995.100 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0202 702-51015 1036.200 CYS | | |
CONCRETE, B, FOOTINGS | | |
0203 702-51110 4800.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0204 702-92857 25.000 CYS | | |
CONCRETE, C, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -25
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 36-2231526 |( 6 ) 35-2040801
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0205 703-51030 303385.000 LBS | | |
REINFORCING STEEL | | |
0206 703-51032 706834.000 LBS | | |
REINFORCING STEEL, EPOXY COATED | | |
0207 704-51002 1690.800 CYS | | |
CONCRETE, C, SUPERSTRUCTURE | | |
0208 706-05734 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0209 706-09410 4.000 EACH | | |
RAILING , SLIDING PLATE | | |
0210 706-51020 318.200 CYS | | |
CONCRETE, C, RAILING | | |
0211 709-51821 LUMP | | |
SURFACE SEAL , STR. NO. 4 | | |
0212 711-51038 LUMP | | |
STRUCTURAL STEEL , STR. NO. 4 | | |
0213 711-96800 240.000 EACH | | |
STUD SHEAR CONNECTORS | | |
0214 722-95883 LUMP | | |
BRIDGE DECK DRAIN SYSTEM , STR. NO. 4 | | |
0215 724-51927 89.000 LFT | | |
STRUCTURAL EXPANSION JOINT, M | | |
0216 726-95870 8.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, ABUTMEN | | |
0217 726-95870 24.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, PIER | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 14,683,988.71| $ 15,058,287.85| $ 15,344,300.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -26
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 27500.00000 27500.00| 45000.00000 45000.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| 100.00000 200.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 60.000 MOS | 150.00000 9000.00| 80.00000 4800.00| 75.00000 4500.00
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 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
LIQUIDATED DAMAGES | | |
0006 109-08360 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
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 109-08463 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 750000.00000 750000.00| 795000.00000 795000.00| 823210.36000 823210.36
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 100000.00000 100000.00| 159000.00000 159000.00| 29500.00000 29500.00
CLEARING RIGHT OF WAY | | |
0012 203-02000 5819.000 CYS | 5.77000 33575.63| 8.00000 46552.00| 5.77000 33575.63
EXCAVATION, COMMON | | |
0013 203-02070 75683.000 CYS | 5.77000 436690.91| 8.00000 605464.00| 5.77000 436690.91
BORROW | | |
0014 203-09567 3.000 EACH | 1550.00000 4650.00| 2000.00000 6000.00| 1550.00000 4650.00
SPILL CONTAINMENT DAM | | |
0015 204-08552 3.000 EACH | 6500.00000 19500.00| 5000.00000 15000.00| 5000.00000 15000.00
VIBRATING WIRE SETTLEMENT SYSTEM | | |
0016 204-08553 3.000 EACH | 6000.00000 18000.00| 15000.00000 45000.00| 15000.00000 45000.00
DATA LOGGING | | |
0017 204-08554 2.000 EACH | 1500.00000 3000.00| 5000.00000 10000.00| 5000.00000 10000.00
HAND HELD VW READOUT | | |
0018 205-06930 5.200 TON | 175.00000 910.00| 50.00000 260.00| 175.00000 910.00
SPLASHPAD, RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -27
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 20.000 TON | 82.00000 1640.00| 40.00000 800.00| 82.00000 1640.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 2741.000 LFT | 2.50000 6852.50| 1.80000 4933.80| 1.55000 4248.55
TEMPORARY SILT FENCE | | |
0021 205-06938 152.000 LFT | 28.00000 4256.00| 8.50000 1292.00| 28.00000 4256.00
TEMPORARY SLOPE DRAIN | | |
0022 205-09543 150.000 TON | 31.00000 4650.00| 22.00000 3300.00| 31.00000 4650.00
NO 2 STONE | | |
0023 206-51215 86.000 CYS | 40.00000 3440.00| 130.00000 11180.00| 50.00000 4300.00
EXCAVATION, X | | |
0024 206-51220 721.000 CYS | 20.00000 14420.00| 240.00000 173040.00| 125.00000 90125.00
EXCAVATION, WET | | |
0025 206-51225 374.000 CYS | 15.00000 5610.00| 25.00000 9350.00| 20.00000 7480.00
EXCAVATION, DRY | | |
0026 210-05591 1015.000 CYS | 31.00000 31465.00| 20.00000 20300.00| 18.60000 18879.00
CLAY | | |
0027 211-06467 328.000 CYS | 45.00000 14760.00| 50.00000 16400.00| 65.00000 21320.00
AGGREGATE FOR END BENT BACKFILL | | |
0028 211-09264 47.000 CYS | 20.00000 940.00| 25.00000 1175.00| 20.00000 940.00
STRUCTURE BACKFILL, TYPE 1 | | |
0030 301-07448 192.000 TON | 28.00000 5376.00| 25.00000 4800.00| 35.00000 6720.00
COMPACTED AGGREGATE, NO. 53, BASE , | | |
Undistributed Quantity | | |
0031 302-07455 115.000 CYS | 45.00000 5175.00| 60.00000 6900.00| 100.00000 11500.00
DENSE GRADED SUBBASE | | |
0032 303-01180 489.000 TON | 23.00000 11247.00| 23.00000 11247.00| 23.00000 11247.00
COMPACTED AGGREGATE, NO. 53 | | |
0033 503-05310 179.200 LFT | 130.00000 23296.00| 80.00000 14336.00| 150.00000 26880.00
TERMINAL JOINT , MODIFIED | | |
0034 602-06729 28.000 EACH | 10.00000 280.00| 7.50000 210.00| 14.00000 392.00
BARRIER DELINEATOR | | |
0035 603-04160 2.000 EACH | 2500.00000 5000.00| 3500.00000 7000.00| 3500.00000 7000.00
FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | |
0036 608-05741 254353.000 LFT | 0.50000 127176.50| 0.39000 99197.67| 0.39000 99197.67
WICK DRAIN | | |
0037 608-05742 13108.000 CYS | 14.60000 191376.80| 20.50000 268714.00| 14.60000 191376.80
DRAINAGE BLANKET | | |
0038 609-06263 718.000 SYS | 100.00000 71800.00| 80.00000 57440.00| 100.00000 71800.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -28
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 616-02320 8101.000 SYS | 4.00000 32404.00| 1.75000 14176.75| 2.25000 18227.25
GEOTEXTILES | | |
0040 616-06405 4690.000 TON | 31.75000 148907.50| 35.00000 164150.00| 31.75000 148907.50
RIPRAP, REVETMENT | | |
0041 621-01004 3.000 EACH | 750.00000 2250.00| 550.00000 1650.00| 815.00000 2445.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 7.100 TON | 750.00000 5325.00| 600.00000 4260.00| 800.00000 5680.00
FERTILIZER | | |
0043 621-06553 2204.000 LBS | 3.75000 8265.00| 2.90000 6391.60| 3.70000 8154.80
SEED MIXTURE, R | | |
0044 621-06555 158.000 LBS | 7.50000 1185.00| 5.00000 790.00| 8.00000 1264.00
SEED MIXTURE, P | | |
0045 621-06557 1196.000 LBS | 3.00000 3588.00| 1.90000 2272.40| 1.70000 2033.20
SEED MIXTURE, T | | |
0046 621-06565 56.000 TON | 410.00000 22960.00| 410.00000 22960.00| 355.00000 19880.00
MULCHING MATERIAL | | |
0047 621-06567 0.300 kGAL | 10.00000 3.00| 5.00000 1.50| 1.00000 0.30
WATER | | |
0048 621-06574 86.000 SYS | 6.00000 516.00| 12.00000 1032.00| 26.40000 2270.40
SODDING | | |
0049 622-52436 8.000 EACH | 50.00000 400.00| 30.00000 240.00| 34.00000 272.00
SIGN, DO NOT MOW OR SPRAY | | |
0050 622-98200 6.000 EACH | 50.00000 300.00| 30.00000 180.00| 34.00000 204.00
SIGN, DO NOT DISTURB | | |
0051 628-09402 30.000 MOS | 2250.00000 67500.00| 1400.00000 42000.00| 2000.00000 60000.00
FIELD OFFICE, B | | |
0052 628-09407 30.000 MOS | 250.00000 7500.00| 40.00000 1200.00| 350.00000 10500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0053 701-06011 6.000 EACH | 2500.00000 15000.00| 250.00000 1500.00| 2200.00000 13200.00
DYNAMIC PILE LOAD TEST | | |
0054 701-09557 294.000 LFT | 69.00000 20286.00| 35.00000 10290.00| 80.00000 23520.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0055 701-09559 6.000 EACH | 2000.00000 12000.00| 125.00000 750.00| 1500.00000 9000.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0056 701-91792 76.000 EACH | 150.00000 11400.00| 125.00000 9500.00| 125.00000 9500.00
PILE TIP, STEEL H , HP12 x 74 | | |
0057 701-95780 2202.000 LFT | 67.00000 147534.00| 40.00000 88080.00| 60.00000 132120.00
PILE, STEEL H, HP 12" X 74 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -29
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 702-51005 330.600 CYS | 450.00000 148770.00| 500.00000 165300.00| 550.00000 181830.00
CONCRETE, A, SUBSTRUCTURE | | |
0059 702-51015 152.000 CYS | 240.00000 36480.00| 500.00000 76000.00| 300.00000 45600.00
CONCRETE, B, FOOTINGS | | |
0060 702-51110 644.000 LBS | 3.25000 2093.00| 2.50000 1610.00| 3.50000 2254.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0061 702-92857 129.600 CYS | 600.00000 77760.00| 500.00000 64800.00| 500.00000 64800.00
CONCRETE, C, SUBSTRUCTURE | | |
0062 703-06028 9.000 LBS | 10.00000 90.00| 1.00000 9.00| 6.00000 54.00
REINFORCING BARS | | |
0063 703-51030 82700.000 LBS | 1.08000 89316.00| 0.90000 74430.00| 1.00000 82700.00
REINFORCING STEEL | | |
0064 703-51032 270939.000 LBS | 1.00000 270939.00| 0.70000 189657.30| 1.00000 270939.00
REINFORCING STEEL, EPOXY COATED | | |
0065 704-09031 2253.000 SYS | 110.00000 247830.00| 75.00000 168975.00| 85.00000 191505.00
ARTICULATING CONCRETE MATTRESS | | |
0066 704-51002 822.200 CYS | 535.00000 439877.00| 400.00000 328880.00| 400.00000 328880.00
CONCRETE, C, SUPERSTRUCTURE | | |
0067 706-05734 8.000 EACH | 2200.00000 17600.00| 1300.00000 10400.00| 1500.00000 12000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0068 706-51020 99.400 CYS | 400.00000 39760.00| 230.00000 22862.00| 225.00000 22365.00
CONCRETE, C, RAILING | | |
0069 707-07605 2005.000 LFT | 265.00000 531325.00| 300.00000 601500.00| 320.00000 641600.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0070 709-51821 LUMP | 5000.00000 5000.00| 5166.46000 5166.46| 5516.45000 5516.45
SURFACE SEAL , STR. NO. 1 | | |
0071 709-51821 LUMP | 5000.00000 5000.00| 5166.46000 5166.46| 5516.45000 5516.45
SURFACE SEAL , STR. NO. 2 | | |
0072 714-44240 0.500 CYS | 2500.00000 1250.00| 2300.00000 1150.00| 2500.00000 1250.00
CONCRETE, A, STRUCTURES | | |
0073 715-03476 2.000 EACH | 1200.00000 2400.00| 950.00000 1900.00| 1200.00000 2400.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0074 715-05151 82.000 LFT | 21.00000 1722.00| 30.00000 2460.00| 21.00000 1722.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0075 715-05173 136.000 LFT | 62.00000 8432.00| 42.00000 5712.00| 62.00000 8432.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0076 715-05407 564.000 LFT | 8.00000 4512.00| 8.00000 4512.00| 15.00000 8460.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -30
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-46005 1.000 EACH | 750.00000 750.00| 310.00000 310.00| 750.00000 750.00
PIPE END SECTION, 15 IN. | | |
0078 715-46020 1.000 EACH | 850.00000 850.00| 400.00000 400.00| 850.00000 850.00
PIPE END SECTION, 24 IN. | | |
0079 720-45070 1.000 EACH | 2100.00000 2100.00| 2300.00000 2300.00| 2100.00000 2100.00
INLET, P12A | | |
0080 721-43020 1.000 EACH | 2000.00000 2000.00| 1800.00000 1800.00| 2000.00000 2000.00
AUTOMATIC DRAINAGE GATE, 24 IN. | | |
0081 722-95883 LUMP | 13000.00000 13000.00| 7000.00000 7000.00| 12000.00000 12000.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 1 | | |
0082 801-03290 4.000 EACH | 495.00000 1980.00| 495.00000 1980.00| 495.00000 1980.00
CONSTRUCTION SIGN, C | | |
0083 801-06640 9.000 EACH | 275.00000 2475.00| 275.00000 2475.00| 275.00000 2475.00
CONSTRUCTION SIGN, A | | |
0084 801-06775 LUMP | 25000.00000 25000.00| 1500.00000 1500.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 4,417,726.64| $ 4,563,575.74| $ 4,424,851.07
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW BRIDGE CONCRETE OPTION
| | |
0085 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0086 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0087 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0088 206-51220 2561.000 CYS | 20.00000 51220.00| 200.00000 512200.00| 125.00000 320125.00
EXCAVATION, WET | | |
0089 206-51225 3012.000 CYS | 15.00000 45180.00| 25.00000 75300.00| 20.00000 60240.00
EXCAVATION, DRY | | |
0090 211-09265 209.000 CYS | 50.00000 10450.00| 55.00000 11495.00| 35.00000 7315.00
STRUCTURE BACKFILL, TYPE 2 | | |
0091 302-07455 34.000 CYS | 45.00000 1530.00| 60.00000 2040.00| 100.00000 3400.00
DENSE GRADED SUBBASE | | |
0092 503-05310 84.000 LFT | 130.00000 10920.00| 80.00000 6720.00| 150.00000 12600.00
TERMINAL JOINT , MODIFIED | | |
0093 602-06729 66.000 EACH | 10.00000 660.00| 8.00000 528.00| 14.00000 924.00
BARRIER DELINEATOR | | |
0094 609-06263 202.000 SYS | 100.00000 20200.00| 80.00000 16160.00| 100.00000 20200.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -31
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 701-06011 12.000 EACH | 2500.00000 30000.00| 350.00000 4200.00| 2200.00000 26400.00
DYNAMIC PILE LOAD TEST | | |
0096 701-08152 1.000 EACH | 35000.00000 35000.00| 25000.00000 25000.00| 20000.00000 20000.00
STATIC PILE LOAD TEST , AXIAL | | |
0097 701-08152 1.000 EACH | 35000.00000 35000.00| 10000.00000 10000.00| 15000.00000 15000.00
STATIC PILE LOAD TEST , LATERAL | | |
0098 701-09557 758.000 LFT | 69.00000 52302.00| 35.00000 26530.00| 80.00000 60640.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0099 701-09559 12.000 EACH | 2000.00000 24000.00| 150.00000 1800.00| 1500.00000 18000.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0100 701-09561 174.000 LFT | 69.00000 12006.00| 45.00000 7830.00| 70.00000 12180.00
TEST PILE, STATIC LOAD, HP 12X74, | | |
NON-PRODUCTION | | |
0101 701-91792 216.000 EACH | 120.00000 25920.00| 120.00000 25920.00| 125.00000 27000.00
PILE TIP, STEEL H , HP 12X74 | | |
0102 701-95780 11676.000 LFT | 62.00000 723912.00| 40.00000 467040.00| 60.00000 700560.00
PILE, STEEL H, HP 12" X 74 | | |
0103 702-51005 1072.500 CYS | 450.00000 482625.00| 500.00000 536250.00| 550.00000 589875.00
CONCRETE, A, SUBSTRUCTURE | | |
0104 702-51015 1100.000 CYS | 220.00000 242000.00| 500.00000 550000.00| 300.00000 330000.00
CONCRETE, B, FOOTINGS | | |
0105 702-51110 8050.000 LBS | 3.25000 26162.50| 2.70000 21735.00| 3.50000 28175.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0106 702-92857 25.200 CYS | 600.00000 15120.00| 700.00000 17640.00| 500.00000 12600.00
CONCRETE, C, SUBSTRUCTURE | | |
0107 703-51030 298728.000 LBS | 1.04000 310677.12| 0.90000 268855.20| 1.00000 298728.00
REINFORCING STEEL | | |
0108 703-51032 683544.000 LBS | 1.00000 683544.00| 0.70000 478480.80| 1.00000 683544.00
REINFORCING STEEL, EPOXY COATED | | |
0109 704-51002 1981.300 CYS | 535.00000 1059995.50| 400.00000 792520.00| 400.00000 792520.00
CONCRETE, C, SUPERSTRUCTURE | | |
0110 706-05734 4.000 EACH | 2200.00000 8800.00| 1300.00000 5200.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0111 706-09410 4.000 EACH | 4000.00000 16000.00| 3000.00000 12000.00| 4000.00000 16000.00
RAILING , SLIDING PLATE | | |
0112 706-51020 317.800 CYS | 400.00000 127120.00| 230.00000 73094.00| 225.00000 71505.00
CONCRETE, C, RAILING | | |
0113 707-09414 5170.000 LFT | 280.00000 1447600.00| 300.00000 1551000.00| 312.00000 1613040.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 61 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -32
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 709-51821 LUMP | 30000.00000 30000.00| 28872.00000 28872.00| 30872.00000 30872.00
SURFACE SEAL , STR. NO. 3 | | |
0115 711-96800 248.000 EACH | 10.00000 2480.00| 10.00000 2480.00| 4.00000 992.00
STUD SHEAR CONNECTORS | | |
0116 722-95883 LUMP | 35000.00000 35000.00| 25000.00000 25000.00| 25000.00000 25000.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 3 | | |
0117 724-51927 89.000 LFT | 1500.00000 133500.00| 900.00000 80100.00| 1000.00000 89000.00
STRUCTURAL EXPANSION JOINT, M | | |
0118 726-95870 40.000 EACH | 350.00000 14000.00| 250.00000 10000.00| 800.00000 32000.00
BEARING ASSEMBLY , SEMI-FIXED | | |
0119 726-96481 40.000 EACH | 1170.00000 46800.00| 600.00000 24000.00| 2000.00000 80000.00
BEARING ASSEMBLY, EXPANSION | | |
SECTION TOTALS | $ 5,759,724.72| $ 5,669,990.60| $ 6,004,435.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW BRIDGE CONSTRUCTION STEEL OPTION
| | |
0120 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0121 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0122 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0123 206-51220 2357.000 CYS | | |
EXCAVATION, WET | | |
0124 206-51225 3379.000 CYS | | |
EXCAVATION, DRY | | |
0125 302-07455 34.000 CYS | | |
DENSE GRADED SUBBASE | | |
0126 503-05310 84.000 LFT | | |
TERMINAL JOINT , MODIFIED | | |
0127 602-06729 66.000 EACH | | |
BARRIER DELINEATOR | | |
0128 609-06263 202.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0129 701-06011 12.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0130 701-08152 1.000 EACH | | |
STATIC PILE LOAD TEST , AXIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -33
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 701-08152 1.000 EACH | | |
STATIC PILE LOAD TEST , LATERAL | | |
0132 701-09557 765.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0133 701-09559 12.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0134 701-09561 116.000 LFT | | |
TEST PILE, STATIC LOAD, HP 12X74, | | |
NON-PRODUCTION | | |
0135 701-91792 196.000 EACH | | |
PILE TIP, STEEL H , HP 12X74 | | |
0136 701-95780 10693.000 LFT | | |
PILE, STEEL H, HP 12" X 74 | | |
0137 702-51005 994.700 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0138 702-51015 1036.200 CYS | | |
CONCRETE, B, FOOTINGS | | |
0139 702-51110 4800.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0140 702-92857 25.000 CYS | | |
CONCRETE, C, SUBSTRUCTURE | | |
0141 703-51030 303385.000 LBS | | |
REINFORCING STEEL | | |
0142 703-51032 706834.000 LBS | | |
REINFORCING STEEL, EPOXY COATED | | |
0143 704-51002 1690.800 CYS | | |
CONCRETE, C, SUPERSTRUCTURE | | |
0144 706-05734 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0145 706-09410 4.000 EACH | | |
RAILING , SLIDING PLATE | | |
0146 706-51020 318.200 CYS | | |
CONCRETE, C, RAILING | | |
0147 709-51821 LUMP | | |
SURFACE SEAL , STR NO 3 | | |
0148 711-51038 LUMP | | |
STRUCTURAL STEEL , STR NO 3 | | |
0149 711-96800 240.000 EACH | | |
STUD SHEAR CONNECTORS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -34
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 722-95883 LUMP | | |
BRIDGE DECK DRAIN SYSTEM , STR NO 3 | | |
0151 724-51927 89.000 LFT | | |
STRUCTURAL EXPANSION JOINT, M | | |
0152 726-95870 8.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, ABUTMEN | | |
0153 726-95870 24.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, PIER | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW BRIDGE CONCRETE OPTION
| | |
0154 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0155 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0156 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0157 206-51220 2652.000 CYS | 20.00000 53040.00| 200.00000 530400.00| 125.00000 331500.00
EXCAVATION, WET | | |
0158 206-51225 3126.000 CYS | 15.00000 46890.00| 25.00000 78150.00| 20.00000 62520.00
EXCAVATION, DRY | | |
0159 211-09265 449.000 CYS | 50.00000 22450.00| 50.00000 22450.00| 35.00000 15715.00
STRUCTURE BACKFILL, TYPE 2 | | |
0160 302-07455 34.000 CYS | 45.00000 1530.00| 60.00000 2040.00| 100.00000 3400.00
DENSE GRADED SUBBASE | | |
0161 503-05310 84.000 LFT | 130.00000 10920.00| 85.00000 7140.00| 150.00000 12600.00
TERMINAL JOINT , MODIFIED | | |
0162 602-06729 66.000 EACH | 10.00000 660.00| 7.50000 495.00| 14.00000 924.00
BARRIER DELINEATOR | | |
0163 609-06263 202.000 SYS | 100.00000 20200.00| 80.00000 16160.00| 100.00000 20200.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0164 701-06011 11.000 EACH | 2500.00000 27500.00| 300.00000 3300.00| 2200.00000 24200.00
DYNAMIC PILE LOAD TEST | | |
0165 701-09557 809.000 LFT | 69.00000 55821.00| 35.00000 28315.00| 80.00000 64720.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0166 701-09559 11.000 EACH | 2000.00000 22000.00| 150.00000 1650.00| 1500.00000 16500.00
TEST PILE, DYNAMIC, RESTRIKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -35
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0167 701-91792 213.000 EACH | 120.00000 25560.00| 120.00000 25560.00| 125.00000 26625.00
PILE TIP, STEEL H , HP 12X74 | | |
0168 701-95780 12600.000 LFT | 62.00000 781200.00| 40.00000 504000.00| 60.00000 756000.00
PILE, STEEL H, HP 12" X 74 | | |
0169 702-51005 1072.800 CYS | 450.00000 482760.00| 500.00000 536400.00| 550.00000 590040.00
CONCRETE, A, SUBSTRUCTURE | | |
0170 702-51015 1100.000 CYS | 220.00000 242000.00| 500.00000 550000.00| 300.00000 330000.00
CONCRETE, B, FOOTINGS | | |
0171 702-51110 8050.000 LBS | 3.25000 26162.50| 2.70000 21735.00| 3.50000 28175.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0172 702-92857 25.200 CYS | 600.00000 15120.00| 600.00000 15120.00| 500.00000 12600.00
CONCRETE, C, SUBSTRUCTURE | | |
0173 703-51030 298728.000 LBS | 1.04000 310677.12| 0.90000 268855.20| 1.00000 298728.00
REINFORCING STEEL | | |
0174 703-51032 683544.000 LBS | 1.00000 683544.00| 0.70000 478480.80| 1.00000 683544.00
REINFORCING STEEL, EPOXY COATED | | |
0175 704-51002 1981.300 CYS | 535.00000 1059995.50| 400.00000 792520.00| 400.00000 792520.00
CONCRETE, C, SUPERSTRUCTURE | | |
0177 706-05734 4.000 EACH | 2200.00000 8800.00| 1300.00000 5200.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0178 706-51020 317.800 CYS | 400.00000 127120.00| 230.00000 73094.00| 225.00000 71505.00
CONCRETE, C, RAILING | | |
0179 707-09414 5170.000 LFT | 280.00000 1447600.00| 300.00000 1551000.00| 312.00000 1613040.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 61 IN. | | |
0180 709-51821 LUMP | 30000.00000 30000.00| 28872.00000 28872.00| 30872.00000 30872.00
SURFACE SEAL , STR. NO. 4 | | |
0181 711-96800 248.000 EACH | 10.00000 2480.00| 10.00000 2480.00| 4.00000 992.00
STUD SHEAR CONNECTORS | | |
0182 722-95883 LUMP | 35000.00000 35000.00| 25000.00000 25000.00| 25000.00000 25000.00
BRIDGE DECK DRAIN SYSTEM , STR. NO. 4 | | |
0183 724-51927 89.000 LFT | 1500.00000 133500.00| 900.00000 80100.00| 1000.00000 89000.00
STRUCTURAL EXPANSION JOINT, M | | |
0184 726-95870 40.000 EACH | 350.00000 14000.00| 250.00000 10000.00| 800.00000 32000.00
BEARING ASSEMBLY , SEMI-FIXED | | |
0185 726-96481 40.000 EACH | 1170.00000 46800.00| 600.00000 24000.00| 2000.00000 80000.00
BEARING ASSEMBLY, EXPANSION | | |
0218 706-09410 4.000 EACH | 4000.00000 16000.00| 3000.00000 12000.00| 4000.00000 16000.00
RAILING , SLIDING PLATE | | |
SECTION TOTALS | $ 5,749,330.72| $ 5,694,517.60| $ 6,034,920.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0005 NEW BRIDGE STEEL OPTION
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -36
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0186 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0187 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0188 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0189 206-51220 2527.000 CYS | | |
EXCAVATION, WET | | |
0190 206-51225 3591.000 CYS | | |
EXCAVATION, DRY | | |
0191 211-09265 455.000 CYS | | |
STRUCTURE BACKFILL, TYPE 2 | | |
0192 302-07455 34.000 CYS | | |
DENSE GRADED SUBBASE | | |
0193 503-05310 84.000 LFT | | |
TERMINAL JOINT , MODIFIED | | |
0194 602-06729 66.000 EACH | | |
BARRIER DELINEATOR | | |
0195 609-06263 202.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN. | | |
0196 701-06011 11.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0197 701-09557 817.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0198 701-09559 11.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0199 701-91792 194.000 EACH | | |
PILE TIP, STEEL H , HP 12X74 | | |
0200 701-95780 11548.000 LFT | | |
PILE, STEEL H, HP 12" X 74 | | |
0201 702-51005 995.100 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0202 702-51015 1036.200 CYS | | |
CONCRETE, B, FOOTINGS | | |
0203 702-51110 4800.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0204 702-92857 25.000 CYS | | |
CONCRETE, C, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 150 -37
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 150 CONTRACT ID : IR-30298-A COUNTIES : GIBSON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 61-0729748 |( 8 ) 35-1878024 |( 9 ) 35-1618530
|HAYDON BRIDGE COMPANY |RAGLE INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0205 703-51030 303385.000 LBS | | |
REINFORCING STEEL | | |
0206 703-51032 706834.000 LBS | | |
REINFORCING STEEL, EPOXY COATED | | |
0207 704-51002 1690.800 CYS | | |
CONCRETE, C, SUPERSTRUCTURE | | |
0208 706-05734 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0209 706-09410 4.000 EACH | | |
RAILING , SLIDING PLATE | | |
0210 706-51020 318.200 CYS | | |
CONCRETE, C, RAILING | | |
0211 709-51821 LUMP | | |
SURFACE SEAL , STR. NO. 4 | | |
0212 711-51038 LUMP | | |
STRUCTURAL STEEL , STR. NO. 4 | | |
0213 711-96800 240.000 EACH | | |
STUD SHEAR CONNECTORS | | |
0214 722-95883 LUMP | | |
BRIDGE DECK DRAIN SYSTEM , STR. NO. 4 | | |
0215 724-51927 89.000 LFT | | |
STRUCTURAL EXPANSION JOINT, M | | |
0216 726-95870 8.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, ABUTMEN | | |
0217 726-95870 24.000 EACH | | |
BEARING ASSEMBLY , COTTON DUCK, PIER | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 15,926,782.08| $ 15,928,083.94| $ 16,464,207.27
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 160 -1
VENDOR RANKING
CALL ORDER : 160 CONTRACT ID : IR-30374-A COUNTIES : TIPPECANOE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 61
CONTRACT TIME : 05/25/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600401
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1473652 SLUSSER`S GREEN THUMB INC $ 273,178.25 100.0000%
2 35-1606893 OLCO INC $ 274,792.00 100.5907%
3 35-1817574 YARDBERRY LANDSCAPE $ 336,633.00 123.2283%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 160 -2
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 160 CONTRACT ID : IR-30374-A COUNTIES : TIPPECANOE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1473652 |( 2 ) 35-1606893 |( 3 ) 35-1817574
|SLUSSER`S GREEN THUMB INC |OLCO INC |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LANDSCAPING
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 32000.00000 32000.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 125.00000 250.00| 150.00000 300.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 130.00000 3120.00| 50.00000 1200.00| 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 | 5900.00000 5900.00| 13000.00000 13000.00| 15000.00000 15000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 621-98038 306.000 CYS | 71.00000 21726.00| 115.00000 35190.00| 55.00000 16830.00
MULCH, HARDWOOD SHREDDED BARK | | |
0011 622-05626 317.000 EACH | 226.00000 71642.00| 180.00000 57060.00| 205.00000 64985.00
PLANT, CONIFEROUS EVERGREEN, CONE, | | |
BROAD UPRIGHT, OVER 72 TO 96 IN. | | |
0012 622-05640 341.000 EACH | 46.25000 15771.25| 35.00000 11935.00| 48.00000 16368.00
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0013 622-05641 414.000 EACH | 51.50000 21321.00| 44.00000 18216.00| 60.00000 24840.00
PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | |
IN. | | |
0014 622-05645 74.000 EACH | 182.00000 13468.00| 160.00000 11840.00| 200.00000 14800.00
PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | |
72 TO 96 IN. | | |
0015 622-05650 96.000 EACH | 182.00000 17472.00| 168.00000 16128.00| 310.00000 29760.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 160 -3
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 160 CONTRACT ID : IR-30374-A COUNTIES : TIPPECANOE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1473652 |( 2 ) 35-1606893 |( 3 ) 35-1817574
|SLUSSER`S GREEN THUMB INC |OLCO INC |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 622-05651 231.000 EACH | 238.00000 54978.00| 178.00000 41118.00| 395.00000 91245.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0017 628-09401 12.000 MOS | 1550.00000 18600.00| 1200.00000 14400.00| 2200.00000 26400.00
FIELD OFFICE, A | | |
0018 801-03290 4.000 EACH | 350.00000 1400.00| 250.00000 1000.00| 250.00000 1000.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 20.000 EACH | 450.00000 9000.00| 200.00000 4000.00| 150.00000 3000.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 50.000 DAY | 50.00000 2500.00| 88.00000 4400.00| 50.00000 2500.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 8025.00000 8025.00| 13000.00000 13000.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 273,178.25| $ 274,792.00| $ 336,633.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 273,178.25| $ 274,792.00| $ 336,633.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 08/09/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8073004
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,725,000.00 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 1,881,885.94 109.0948%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,890,457.00 109.5917%
4 35-1875662 CRIDER & CRIDER INC $ 1,994,945.44 115.6490%
5 35-1609544 SCHUTT-LOOKABILL CO $ 2,186,300.66 126.7421%
6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,385,283.13 138.2773%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1128289 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPAIR OR REHABILITATION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 15500.00000 15500.00| 19000.00000 19000.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 82237.77000 82237.77| 94095.00000 94095.00| 126262.68000 126262.68
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 30000.00000 30000.00| 37635.00000 37635.00| 13000.00000 13000.00
CLEARING RIGHT OF WAY | | |
0010 202-01261 4.000 EACH | 300.00000 1200.00| 650.00000 2600.00| 629.08000 2516.32
TESTING FOR ASBESTOS | | |
0011 202-03000 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| 7000.00000 7000.00
HOUSES AND BUILDINGS, REMOVE Parcel 20 | | |
0012 202-03000 LUMP | 5500.00000 5500.00| 6000.00000 6000.00| 7000.00000 7000.00
HOUSES AND BUILDINGS, REMOVE Parcel 24 | | |
0013 202-03000 LUMP | 6500.00000 6500.00| 6000.00000 6000.00| 7000.00000 7000.00
HOUSES AND BUILDINGS, REMOVE Parcel 25 | | |
0014 202-03000 LUMP | 3500.00000 3500.00| 6000.00000 6000.00| 7000.00000 7000.00
HOUSES AND BUILDINGS, REMOVE Parcel 28 | | |
0015 202-03135 2000.000 m2 | 0.05000 100.00| 2.00000 4000.00| 4.63000 9260.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0016 202-06580 1575.000 m3 | 73.00000 114975.00| 68.00000 107100.00| 73.00000 114975.00
CONTAMINATED SOIL, REMOVE | | |
0017 202-92222 1.000 EACH | 200.00000 200.00| 2200.00000 2200.00| 200.00000 200.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1128289 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 6050.000 m3 | 19.00000 114950.00| 9.75000 58987.50| 24.00000 145200.00
EXCAVATION, COMMON | | |
0019 205-06931 62.000 Mg | 32.00000 1984.00| 60.00000 3720.00| 35.00000 2170.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 764.000 m | 3.84000 2933.76| 4.00000 3056.00| 3.84000 2933.76
TEMPORARY SILT FENCE | | |
0021 207-08262 10677.000 m2 | 5.35000 57121.95| 8.00000 85416.00| 6.06000 64702.62
SUBGRADE TREATMENT, TYPE I | | |
0022 207-08267 3606.000 m2 | 14.00000 50484.00| 10.00000 36060.00| 12.25000 44173.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09264 1135.000 m3 | 22.00000 24970.00| 28.00000 31780.00| 50.00000 56750.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 303-07449 20.000 Mg | 54.00000 1080.00| 30.00000 600.00| 50.00000 1000.00
COMPACTED AGGREGATE, NO. 73 | | |
0025 306-08043 124.000 m2 | 11.50000 1426.00| 20.00000 2480.00| 10.00000 1240.00
MILLING, TRANSITION | | |
0026 401-06264 LUMP | 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00
PROFILOGRAPH, HMA | | |
0027 401-07321 677.000 Mg | 67.00000 45359.00| 70.50000 47728.50| 76.00000 51452.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0028 401-07390 1128.000 Mg | 59.00000 66552.00| 65.00000 73320.00| 61.00000 68808.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0029 401-07407 1805.000 Mg | 54.00000 97470.00| 58.00000 104690.00| 56.00000 101080.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0030 401-07423 1512.000 Mg | 57.00000 86184.00| 60.00000 90720.00| 60.00000 90720.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0031 401-07429 1906.000 Mg | 56.00000 106736.00| 60.00000 114360.00| 63.00000 120078.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0032 406-05520 9.000 Mg | 100.00000 900.00| 125.00000 1125.00| 600.00000 5400.00
ASPHALT FOR TACK COAT | | |
0033 603-92636 46.000 m | 97.25000 4473.50| 97.25000 4473.50| 97.25000 4473.50
FENCE, CHAIN LINK, 1830 mm | | |
0034 604-07896 20.800 m2 | 185.00000 3848.00| 230.00000 4784.00| 125.00000 2600.00
CURB RAMP, CONCRETE, B | | |
0035 604-07902 89.600 m2 | 218.00000 19532.80| 300.00000 26880.00| 117.00000 10483.20
CURB RAMP, CONCRETE, H | | |
0036 604-91531 2691.000 m2 | 36.00000 96876.00| 36.75000 98894.25| 32.00000 86112.00
SIDEWALK, CONCRETE, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1128289 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 605-06120 30.000 m | 100.00000 3000.00| 99.25000 2977.50| 93.00000 2790.00
CURB, CONCRETE | | |
0038 605-06150 1983.000 m | 45.00000 89235.00| 58.50000 116005.50| 56.50000 112039.50
CURB AND GUTTER, C, CONCRETE | | |
0039 605-06255 26.000 m2 | 92.00000 2392.00| 135.00000 3510.00| 98.00000 2548.00
CENTER CURB, D, CONCRETE | | |
0040 610-07487 393.000 Mg | 90.00000 35370.00| 95.00000 37335.00| 90.00000 35370.00
HMA FOR APPROACHES, TYPE B | | |
0041 610-08446 957.000 m2 | 39.00000 37323.00| 53.00000 50721.00| 53.00000 50721.00
PCCP FOR APPROACHES, 150 mm | | |
0042 610-09108 1411.000 m2 | 44.00000 62084.00| 58.25000 82190.75| 56.00000 79016.00
PCCP FOR APPROACHES, 225 mm | | |
0043 611-06497 21.000 EACH | 145.00000 3045.00| 145.00000 3045.00| 145.00000 3045.00
MAILBOX ASSEMBLY, SINGLE | | |
0044 615-06490 31.000 EACH | 120.00000 3720.00| 120.00000 3720.00| 120.00000 3720.00
RIGHT OF WAY MARKER | | |
0045 615-06505 14.000 EACH | 640.00000 8960.00| 640.00000 8960.00| 640.00000 8960.00
MONUMENT, B | | |
0046 615-06527 2.000 EACH | 480.00000 960.00| 480.00000 960.00| 480.00000 960.00
MONUMENT, SECTION CORNER | | |
0047 616-02320 16.500 m2 | 3.00000 49.50| 7.50000 123.75| 16.00000 264.00
GEOTEXTILES | | |
0048 616-06405 12.000 Mg | 73.00000 876.00| 30.00000 360.00| 37.00000 444.00
RIPRAP, REVETMENT | | |
0049 621-01004 2.000 EACH | 385.00000 770.00| 425.00000 850.00| 385.00000 770.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-06559 2051.000 m2 | 0.51000 1046.01| 0.55000 1128.05| 0.61000 1251.11
MULCHED SEEDING, R | | |
0051 621-06575 5644.000 m2 | 2.99000 16875.56| 4.75000 26809.00| 3.49000 19697.56
SODDING, NURSERY | | |
0052 622-98200 4.000 EACH | 58.00000 232.00| 60.00000 240.00| 58.00000 232.00
SIGN, DO NOT DISTURB | | |
0053 628-09401 16.000 MOS | 1000.00000 16000.00| 1900.00000 30400.00| 2200.00000 35200.00
FIELD OFFICE, A | | |
0054 715-05048 1925.000 m | 11.50000 22137.50| 8.50000 16362.50| 9.50000 18287.50
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0055 715-05149 615.500 m | 82.00000 50471.00| 66.25000 40776.88| 64.00000 39392.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1128289 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05151 6.500 m | 136.00000 884.00| 82.50000 536.25| 200.00000 1300.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0057 715-05152 252.000 m | 92.00000 23184.00| 90.00000 22680.00| 98.00000 24696.00
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0058 715-05154 512.500 m | 150.00000 76875.00| 128.75000 65984.38| 125.00000 64062.50
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0059 715-09064 1400.000 m | 3.10000 4340.00| 3.25000 4550.00| 3.10000 4340.00
VIDEO INSPECTION FOR PIPE | | |
0060 715-46005 1.000 EACH | 360.00000 360.00| 600.00000 600.00| 225.00000 225.00
PIPE END SECTION, 375 mm | | |
0061 718-06532 2000.000 m | 2.80000 5600.00| 3.00000 6000.00| 3.61000 7220.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0062 718-52610 381.000 m3 | 36.00000 13716.00| 52.45000 19983.45| 42.00000 16002.00
AGGREGATE FOR UNDERDRAINS | | |
0063 718-99153 3712.000 m2 | 1.45000 5382.40| 1.35000 5011.20| 1.50000 5568.00
GEOTEXTILES FOR UNDERDRAIN | | |
0064 720-45030 3.000 EACH | 1280.00000 3840.00| 1200.00000 3600.00| 850.00000 2550.00
INLET, E7 | | |
0065 720-45045 1.000 EACH | 1550.00000 1550.00| 1500.00000 1500.00| 1250.00000 1250.00
INLET, J10 | | |
0066 720-45410 16.000 EACH | 1990.00000 31840.00| 2725.00000 43600.00| 1150.00000 18400.00
MANHOLE, C4 | | |
0067 720-93409 7.000 EACH | 2000.00000 14000.00| 1765.00000 12355.00| 1600.00000 11200.00
INLET, B15, MODIFIED | | |
0068 720-93411 6.000 EACH | 2000.00000 12000.00| 1925.00000 11550.00| 1750.00000 10500.00
INLET, C15, MODIFIED | | |
0069 720-98174 21.000 EACH | 2000.00000 42000.00| 1765.00000 37065.00| 1600.00000 33600.00
INLET, B15 | | |
0070 720-98555 19.000 EACH | 2000.00000 38000.00| 1865.00000 35435.00| 1600.00000 30400.00
INLET, C15 | | |
0071 720-98625 7.000 EACH | 2500.00000 17500.00| 4925.00000 34475.00| 1300.00000 9100.00
MANHOLE, C4, DROP | | |
0072 801-03290 2.000 EACH | 275.00000 550.00| 380.00000 760.00| 275.00000 550.00
CONSTRUCTION SIGN, C | | |
0073 801-03291 2.000 EACH | 115.00000 230.00| 165.00000 330.00| 115.00000 230.00
CONSTRUCTION SIGN, D | | |
0074 801-04308 13.000 EACH | 200.00000 2600.00| 425.00000 5525.00| 200.00000 2600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0075 801-06625 30.000 EACH | 75.00000 2250.00| 105.00000 3150.00| 75.00000 2250.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1128289 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 801-06640 8.000 EACH | 235.00000 1880.00| 200.00000 1600.00| 235.00000 1880.00
CONSTRUCTION SIGN, A | | |
0077 801-06645 4.000 EACH | 35.00000 140.00| 75.00000 300.00| 35.00000 140.00
CONSTRUCTION SIGN, B | | |
0078 801-06775 LUMP | 5000.00000 5000.00| 42634.63000 42634.63| 35457.00000 35457.00
MAINTAINING TRAFFIC | | |
0079 801-07118 43.200 m | 75.00000 3240.00| 85.00000 3672.00| 75.00000 3240.00
BARRICADE, III-A | | |
0080 801-07119 7.200 m | 80.00000 576.00| 105.00000 756.00| 80.00000 576.00
BARRICADE, III-B | | |
0081 802-05701 93.000 m | 36.00000 3348.00| 36.00000 3348.00| 36.00000 3348.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0082 802-07059 27.000 EACH | 30.00000 810.00| 30.00000 810.00| 30.00000 810.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0083 802-07125 0.300 m2 | 445.00000 133.50| 445.00000 133.50| 445.00000 133.50
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.03 mm | | |
0084 802-07127 3.300 m2 | 415.00000 1369.50| 415.00000 1369.50| 415.00000 1369.50
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.54 mm | | |
0085 802-76025 7.800 m2 | 260.00000 2028.00| 260.00000 2028.00| 260.00000 2028.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0086 802-76035 6.000 m2 | 206.00000 1236.00| 206.00000 1236.00| 206.00000 1236.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0087 802-76045 3.500 m2 | 165.00000 577.50| 165.00000 577.50| 165.00000 577.50
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0088 808-04298 2.000 EACH | 505.00000 1010.00| 615.00000 1230.00| 505.00000 1010.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (R X R) | | |
0089 808-75043 233.000 m | 4.75000 1106.75| 3.75000 873.75| 4.75000 1106.75
LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | |
mm | | |
0090 808-75245 1564.000 m | 1.50000 2346.00| 1.40000 2189.60| 1.50000 2346.00
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1128289 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 808-75297 46.000 m | 18.50000 851.00| 15.25000 701.50| 18.50000 851.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
SECTION TOTALS | $ 1,725,000.00| $ 1,881,885.94| $ 1,890,457.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,725,000.00| $ 1,881,885.94| $ 1,890,457.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1609544 |( 6 ) 31-1323837
|CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPAIR OR REHABILITATION
| | |
0001 105-06845 LUMP | 60000.00000 60000.00| 17820.00000 17820.00| 18860.92000 18860.92
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 100000.00000 100000.00| 109315.00000 109315.00| 45122.67000 45122.67
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 20000.00000 20000.00| 82583.07000 82583.07| 6235.80000 6235.80
CLEARING RIGHT OF WAY | | |
0010 202-01261 4.000 EACH | 600.00000 2400.00| 135.00000 540.00| 735.51000 2942.04
TESTING FOR ASBESTOS | | |
0011 202-03000 LUMP | 10000.00000 10000.00| 8640.00000 8640.00| 8794.09000 8794.09
HOUSES AND BUILDINGS, REMOVE Parcel 20 | | |
0012 202-03000 LUMP | 10000.00000 10000.00| 8640.00000 8640.00| 8314.40000 8314.40
HOUSES AND BUILDINGS, REMOVE Parcel 24 | | |
0013 202-03000 LUMP | 10000.00000 10000.00| 8640.00000 8640.00| 8953.98000 8953.98
HOUSES AND BUILDINGS, REMOVE Parcel 25 | | |
0014 202-03000 LUMP | 10000.00000 10000.00| 8640.00000 8640.00| 8506.28000 8506.28
HOUSES AND BUILDINGS, REMOVE Parcel 28 | | |
0015 202-03135 2000.000 m2 | 1.90000 3800.00| 108.00000 216000.00| 2.43000 4860.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0016 202-06580 1575.000 m3 | 73.00000 114975.00| 78.03000 122897.25| 133.84000 210798.00
CONTAMINATED SOIL, REMOVE | | |
0017 202-92222 1.000 EACH | 200.00000 200.00| 210.60000 210.60| 19187.10000 19187.10
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1609544 |( 6 ) 31-1323837
|CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 6050.000 m3 | 36.00000 217800.00| 28.67000 173453.50| 22.20000 134310.00
EXCAVATION, COMMON | | |
0019 205-06931 62.000 Mg | 65.00000 4030.00| 24.14000 1496.68| 42.56000 2638.72
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 764.000 m | 3.84000 2933.76| 4.15000 3170.60| 1.39000 1061.96
TEMPORARY SILT FENCE | | |
0021 207-08262 10677.000 m2 | 2.00000 21354.00| 7.09000 75699.93| 6.14000 65556.78
SUBGRADE TREATMENT, TYPE I | | |
0022 207-08267 3606.000 m2 | 10.00000 36060.00| 13.16000 47454.96| 7.89000 28451.34
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09264 1135.000 m3 | 40.00000 45400.00| 26.21000 29748.35| 20.53000 23301.55
STRUCTURE BACKFILL, TYPE 1 | | |
0024 303-07449 20.000 Mg | 40.00000 800.00| 39.17000 783.40| 68.21000 1364.20
COMPACTED AGGREGATE, NO. 73 | | |
0025 306-08043 124.000 m2 | 9.95000 1233.80| 21.70000 2690.80| 12.73000 1578.52
MILLING, TRANSITION | | |
0026 401-06264 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1279.14000 1279.14
PROFILOGRAPH, HMA | | |
0027 401-07321 677.000 Mg | 64.00000 43328.00| 67.00000 45359.00| 81.86000 55419.22
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0028 401-07390 1128.000 Mg | 59.00000 66552.00| 59.00000 66552.00| 75.47000 85130.16
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0029 401-07407 1805.000 Mg | 56.00000 101080.00| 54.00000 97470.00| 71.63000 129292.15
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0030 401-07423 1512.000 Mg | 58.00000 87696.00| 57.00000 86184.00| 74.19000 112175.28
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0031 401-07429 1906.000 Mg | 59.00000 112454.00| 56.00000 106736.00| 75.47000 143845.82
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0032 406-05520 9.000 Mg | 550.00000 4950.00| 100.00000 900.00| 703.53000 6331.77
ASPHALT FOR TACK COAT | | |
0033 603-92636 46.000 m | 97.25000 4473.50| 105.03000 4831.38| 124.40000 5722.40
FENCE, CHAIN LINK, 1830 mm | | |
0034 604-07896 20.800 m2 | 160.00000 3328.00| 99.00000 2059.20| 204.66000 4256.93
CURB RAMP, CONCRETE, B | | |
0035 604-07902 89.600 m2 | 160.00000 14336.00| 104.40000 9354.24| 204.66000 18337.54
CURB RAMP, CONCRETE, H | | |
0036 604-91531 2691.000 m2 | 31.50000 84766.50| 26.93000 72468.63| 50.26000 135249.66
SIDEWALK, CONCRETE, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1609544 |( 6 ) 31-1323837
|CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 605-06120 30.000 m | 50.00000 1500.00| 73.00000 2190.00| 142.06000 4261.80
CURB, CONCRETE | | |
0038 605-06150 1983.000 m | 44.00000 87252.00| 57.82000 114657.06| 86.30000 171132.90
CURB AND GUTTER, C, CONCRETE | | |
0039 605-06255 26.000 m2 | 150.00000 3900.00| 111.45000 2897.70| 128.12000 3331.12
CENTER CURB, D, CONCRETE | | |
0040 610-07487 393.000 Mg | 100.00000 39300.00| 90.00000 35370.00| 127.91000 50268.63
HMA FOR APPROACHES, TYPE B | | |
0041 610-08446 957.000 m2 | 48.50000 46414.50| 48.40000 46318.80| 43.40000 41533.80
PCCP FOR APPROACHES, 150 mm | | |
0042 610-09108 1411.000 m2 | 53.50000 75488.50| 59.17000 83488.87| 53.42000 75375.62
PCCP FOR APPROACHES, 225 mm | | |
0043 611-06497 21.000 EACH | 145.00000 3045.00| 156.60000 3288.60| 185.47000 3894.87
MAILBOX ASSEMBLY, SINGLE | | |
0044 615-06490 31.000 EACH | 120.00000 3720.00| 129.60000 4017.60| 153.50000 4758.50
RIGHT OF WAY MARKER | | |
0045 615-06505 14.000 EACH | 640.00000 8960.00| 691.20000 9676.80| 818.65000 11461.10
MONUMENT, B | | |
0046 615-06527 2.000 EACH | 480.00000 960.00| 518.40000 1036.80| 613.99000 1227.98
MONUMENT, SECTION CORNER | | |
0047 616-02320 16.500 m2 | 3.00000 49.50| 6.53000 107.75| 1.95000 32.18
GEOTEXTILES | | |
0048 616-06405 12.000 Mg | 85.00000 1020.00| 46.62000 559.44| 27.03000 324.36
RIPRAP, REVETMENT | | |
0049 621-01004 2.000 EACH | 385.00000 770.00| 415.80000 831.60| 492.47000 984.94
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-06559 2051.000 m2 | 0.51000 1046.01| 0.55000 1128.05| 0.65000 1333.15
MULCHED SEEDING, R | | |
0051 621-06575 5644.000 m2 | 2.99000 16875.56| 3.23000 18230.12| 3.82000 21560.08
SODDING, NURSERY | | |
0052 622-98200 4.000 EACH | 58.00000 232.00| 62.64000 250.56| 86.98000 347.92
SIGN, DO NOT DISTURB | | |
0053 628-09401 16.000 MOS | 2000.00000 32000.00| 1508.83000 24141.28| 1598.87000 25581.92
FIELD OFFICE, A | | |
0054 715-05048 1925.000 m | 11.00000 21175.00| 10.21000 19654.25| 33.99000 65430.75
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0055 715-05149 615.500 m | 73.00000 44931.50| 80.53000 49566.22| 190.47000 117234.29
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1609544 |( 6 ) 31-1323837
|CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05151 6.500 m | 85.00000 552.50| 128.93000 838.05| 243.04000 1579.76
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0057 715-05152 252.000 m | 90.00000 22680.00| 91.64000 23093.28| 152.90000 38530.80
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0058 715-05154 512.500 m | 150.00000 76875.00| 162.92000 83496.50| 366.38000 187769.75
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0059 715-09064 1400.000 m | 3.10000 4340.00| 3.35000 4690.00| 3.97000 5558.00
VIDEO INSPECTION FOR PIPE | | |
0060 715-46005 1.000 EACH | 500.00000 500.00| 568.46000 568.46| 192.92000 192.92
PIPE END SECTION, 375 mm | | |
0061 718-06532 2000.000 m | 2.80000 5600.00| 3.02000 6040.00| 3.58000 7160.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0062 718-52610 381.000 m3 | 45.00000 17145.00| 39.20000 14935.20| 52.97000 20181.57
AGGREGATE FOR UNDERDRAINS | | |
0063 718-99153 3712.000 m2 | 1.25000 4640.00| 1.92000 7127.04| 1.05000 3897.60
GEOTEXTILES FOR UNDERDRAIN | | |
0064 720-45030 3.000 EACH | 1500.00000 4500.00| 1113.03000 3339.09| 1744.56000 5233.68
INLET, E7 | | |
0065 720-45045 1.000 EACH | 2000.00000 2000.00| 1313.46000 1313.46| 1994.79000 1994.79
INLET, J10 | | |
0066 720-45410 16.000 EACH | 2500.00000 40000.00| 2209.82000 35357.12| 1162.66000 18602.56
MANHOLE, C4 | | |
0067 720-93409 7.000 EACH | 2500.00000 17500.00| 2107.69000 14753.83| 2468.30000 17278.10
INLET, B15, MODIFIED | | |
0068 720-93411 6.000 EACH | 2500.00000 15000.00| 2161.81000 12970.86| 2471.82000 14830.92
INLET, C15, MODIFIED | | |
0069 720-98174 21.000 EACH | 2500.00000 52500.00| 2064.82000 43361.22| 2403.04000 50463.84
INLET, B15 | | |
0070 720-98555 19.000 EACH | 2500.00000 47500.00| 2115.79000 40200.01| 2471.82000 46964.58
INLET, C15 | | |
0071 720-98625 7.000 EACH | 3100.00000 21700.00| 4088.99000 28622.93| 3290.02000 23030.14
MANHOLE, C4, DROP | | |
0072 801-03290 2.000 EACH | 350.00000 700.00| 297.00000 594.00| 319.79000 639.58
CONSTRUCTION SIGN, C | | |
0073 801-03291 2.000 EACH | 150.00000 300.00| 124.20000 248.40| 191.87000 383.74
CONSTRUCTION SIGN, D | | |
0074 801-04308 13.000 EACH | 385.00000 5005.00| 216.00000 2808.00| 447.70000 5820.10
ROAD CLOSURE SIGN ASSEMBLY | | |
0075 801-06625 30.000 EACH | 96.00000 2880.00| 81.00000 2430.00| 122.80000 3684.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1609544 |( 6 ) 31-1323837
|CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 801-06640 8.000 EACH | 184.00000 1472.00| 253.80000 2030.40| 191.87000 1534.96
CONSTRUCTION SIGN, A | | |
0077 801-06645 4.000 EACH | 48.00000 192.00| 37.80000 151.20| 61.40000 245.60
CONSTRUCTION SIGN, B | | |
0078 801-06775 LUMP | 50000.00000 50000.00| 8452.69000 8452.69| 9172.65000 9172.65
MAINTAINING TRAFFIC | | |
0079 801-07118 43.200 m | 77.00000 3326.40| 81.00000 3499.20| 100.00000 4320.00
BARRICADE, III-A | | |
0080 801-07119 7.200 m | 96.00000 691.20| 86.40000 622.08| 120.00000 864.00
BARRICADE, III-B | | |
0081 802-05701 93.000 m | 47.50000 4417.50| 38.88000 3615.84| 50.00000 4650.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0082 802-07059 27.000 EACH | 49.00000 1323.00| 32.40000 874.80| 40.00000 1080.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0083 802-07125 0.300 m2 | 337.35000 101.21| 480.60000 144.18| 480.93000 144.28
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.03 mm | | |
0084 802-07127 3.300 m2 | 319.95000 1055.84| 448.20000 1479.06| 457.64000 1510.21
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.54 mm | | |
0085 802-76025 7.800 m2 | 129.44000 1009.63| 280.80000 2190.24| 185.38000 1445.96
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0086 802-76035 6.000 m2 | 119.68000 718.08| 222.48000 1334.88| 172.94000 1037.64
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0087 802-76045 3.500 m2 | 143.50000 502.25| 178.20000 623.70| 206.07000 721.25
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0088 808-04298 2.000 EACH | 565.00000 1130.00| 545.40000 1090.80| 645.97000 1291.94
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (R X R) | | |
0089 808-75043 233.000 m | 3.50000 815.50| 5.13000 1195.29| 6.08000 1416.64
LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | |
mm | | |
0090 808-75245 1564.000 m | 1.30000 2033.20| 1.62000 2533.68| 1.92000 3002.88
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 200 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 200 CONTRACT ID : R -29167-A COUNTIES : SHELBY
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1609544 |( 6 ) 31-1323837
|CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 808-75297 46.000 m | 14.00000 644.00| 19.98000 919.08| 23.66000 1088.36
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
SECTION TOTALS | $ 1,994,945.44| $ 2,186,300.66| $ 2,385,283.13
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,994,945.44| $ 2,186,300.66| $ 2,385,283.13
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/28/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9985024
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1505753 GAUNT & SON ASPHALT $ 450,083.49 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 510,948.00 113.5229%
3 35-1817530 PIONEER ASSOCIATES INC $ 529,495.08 117.6437%
4 35-1374866 PRIMCO INC $ 647,537.89 143.8706%
5 35-0997978 PHEND & BROWN INC $ 749,589.94 166.5446%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1505753 |( 2 ) 35-1065659 |( 3 ) 35-1817530
|GAUNT & SON ASPHALT |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PEDESTRIAN FACILITY AND SIDEWALK RECONSTRUCTION
| | |
0001 105-06845 LUMP | 3250.00000 3250.00| 15000.00000 15000.00| 3600.00000 3600.00
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 | 27685.00000 27685.00| 25000.00000 25000.00| 5939.33000 5939.33
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 27000.00000 27000.00
CLEARING RIGHT OF WAY | | |
0009 202-02245 1.000 EACH | 245.00000 245.00| 300.00000 300.00| 350.00000 350.00
TREE, 6 IN., REMOVE | | |
0010 202-94747 2.000 EACH | 55.00000 110.00| 300.00000 600.00| 40.00000 80.00
POST, REMOVE | | |
0011 202-96035 462.000 LFT | 10.00000 4620.00| 14.00000 6468.00| 35.00000 16170.00
CONCRETE WALL, REMOVE | | |
0012 202-99216 5.000 EACH | 325.00000 1625.00| 325.00000 1625.00| 400.00000 2000.00
LIGHT POLE AND BASE, REMOVE | | |
0013 203-02000 104.000 CYS | 20.00000 2080.00| 45.00000 4680.00| 80.00000 8320.00
EXCAVATION, COMMON | | |
0014 205-02237 3.000 EACH | 400.00000 1200.00| 125.00000 375.00| 340.00000 1020.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0015 210-06757 LUMP | 3500.00000 3500.00| 17500.00000 17500.00| 2800.00000 2800.00
RECONSTRUCT , ALCOVE ENTRANCE | | |
0016 211-09265 570.000 CYS | 31.90000 18183.00| 42.00000 23940.00| 68.00000 38760.00
STRUCTURE BACKFILL, TYPE 2 | | |
0017 301-07448 82.000 TON | 40.50000 3321.00| 25.00000 2050.00| 28.00000 2296.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1505753 |( 2 ) 35-1065659 |( 3 ) 35-1817530
|GAUNT & SON ASPHALT |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 303-08210 26.000 TON | 35.50000 923.00| 25.00000 650.00| 50.00000 1300.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0019 304-07490 111.000 TON | 90.00000 9990.00| 111.00000 12321.00| 145.00000 16095.00
HMA PATCHING, TYPE B | | |
0020 402-07433 15.000 TON | 110.00000 1650.00| 60.00000 900.00| 290.00000 4350.00
HMA SURFACE, TYPE B | | |
0021 402-07441 96.000 TON | 90.00000 8640.00| 50.00000 4800.00| 125.00000 12000.00
HMA BASE, TYPE B | | |
0022 406-05520 1.000 TON | 500.00000 500.00| 200.00000 200.00| 350.00000 350.00
ASPHALT FOR TACK COAT | | |
0023 604-02387 25.000 SYS | 145.00000 3625.00| 200.00000 5000.00| 225.00000 5625.00
BRICK PAVER, REMOVE AND REPLACE | | |
0024 604-07823 190.000 SYS | 122.00000 23180.00| 80.00000 15200.00| 125.00000 23750.00
STAMPED CONCRETE SIDEWALK , 5 IN., | | |
TERRA COTTA RED | | |
0025 604-07894 26.000 SYS | 105.00000 2730.00| 160.00000 4160.00| 140.00000 3640.00
CURB RAMP, CONCRETE, A | | |
0026 604-07898 4.000 SYS | 130.00000 520.00| 160.00000 640.00| 200.00000 800.00
CURB RAMP, CONCRETE, D | | |
0027 604-07900 22.000 SYS | 205.00000 4510.00| 160.00000 3520.00| 100.00000 2200.00
CURB RAMP, CONCRETE, F | | |
0028 604-07900 49.000 SYS | 130.00000 6370.00| 225.00000 11025.00| 100.00000 4900.00
CURB RAMP, CONCRETE, F , MODIFIED | | |
0029 604-91531 107.000 SYS | 47.00000 5029.00| 43.00000 4601.00| 40.00000 4280.00
SIDEWALK, CONCRETE, 4 IN. | | |
0030 605-06120 125.000 LFT | 22.50000 2812.50| 35.00000 4375.00| 23.00000 2875.00
CURB, CONCRETE | | |
0031 605-95933 574.000 LFT | 1.00000 574.00| 1.00000 574.00| 1.00000 574.00
CURB PAINTING, YELLOW | | |
0032 605-99316 951.000 SYS | 45.00000 42795.00| 62.00000 58962.00| 45.00000 42795.00
CURB WALK, INTEGRAL, CONCRETE , 5 IN., | | |
MODIFIED | | |
0033 610-08446 129.000 SYS | 44.00000 5676.00| 50.00000 6450.00| 50.00000 6450.00
PCCP FOR APPROACHES, 6 IN. | | |
0034 622-04648 14.000 EACH | 530.00000 7420.00| 525.00000 7350.00| 850.00000 11900.00
TREE GRATE | | |
0035 622-05650 14.000 EACH | 370.00000 5180.00| 370.00000 5180.00| 400.00000 5600.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. , PYRUS CALLERYANA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1505753 |( 2 ) 35-1065659 |( 3 ) 35-1817530
|GAUNT & SON ASPHALT |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 628-09401 6.000 MOS | 1390.00000 8340.00| 1749.50000 10497.00| 3000.00000 18000.00
FIELD OFFICE, A | | |
0037 628-09407 6.000 MOS | 200.00000 1200.00| 231.00000 1386.00| 260.00000 1560.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0038 702-05696 1040.000 SFT | 1.00000 1040.00| 1.60000 1664.00| 5.00000 5200.00
WATERPROOFING , FOR ABANDONMENT OF | | |
VAULTS | | |
0039 702-90915 8.000 CYS | 350.00000 2800.00| 800.00000 6400.00| 500.00000 4000.00
CONCRETE, A , BLOCK WALL FOOTING | | |
0040 703-51030 1540.000 LBS | 1.75000 2695.00| 0.50000 770.00| 2.50000 3850.00
REINFORCING STEEL | | |
0041 706-92237 112.000 LFT | 174.00000 19488.00| 174.00000 19488.00| 235.00000 26320.00
HANDRAIL, STEEL | | |
0042 714-04802 125.000 SYS | 175.00000 21875.00| 247.50000 30937.50| 190.00000 23750.00
CONCRETE MODULAR BLOCK WALL | | |
0043 716-07654 200.000 LFT | 66.00000 13200.00| 66.00000 13200.00| 46.00000 9200.00
PIPE INSTALLATION, TRENCHLESS, 6 IN. , | | |
FOR PIPES < 6 INCHES | | |
0044 720-01894 2.000 EACH | 935.00000 1870.00| 775.00000 1550.00| 1170.00000 2340.00
CASTING, FURNISH AND ADJUST TO GRADE , | | |
TYPE 5 | | |
0045 720-44000 3.000 EACH | 375.00000 1125.00| 125.00000 375.00| 300.00000 900.00
CASTING, ADJUST TO GRADE | | |
0046 720-44000 12.000 EACH | 150.00000 1800.00| 125.00000 1500.00| 250.00000 3000.00
CASTING, ADJUST TO GRADE , WATER METER | | |
0047 720-94840 4.000 EACH | 150.00000 600.00| 125.00000 500.00| 120.00000 480.00
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0048 801-03290 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 160.00000 960.00
CONSTRUCTION SIGN, C | | |
0049 801-06206 1065.000 LFT | 0.40000 426.00| 0.40000 426.00| 0.50000 532.50
TEMPORARY PAVEMENT MARKING, 6 IN. , | | |
EDGE LINE | | |
0050 801-06577 114.000 LFT | 6.50000 741.00| 6.50000 741.00| 7.00000 798.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. , (STOP BAR) | | |
0051 801-06640 24.000 EACH | 115.00000 2760.00| 115.00000 2760.00| 125.00000 3000.00
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 14400.00000 14400.00| 17527.51000 17527.51| 13000.00000 13000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1505753 |( 2 ) 35-1065659 |( 3 ) 35-1817530
|GAUNT & SON ASPHALT |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0053 801-07119 72.000 LFT | 9.75000 702.00| 9.75000 702.00| 10.00000 720.00
BARRICADE, III-B | | |
0054 802-02158 3.000 EACH | 10.00000 30.00| 10.00000 30.00| 545.00000 1635.00
SIGN, PANEL, REMOVE AND REINSTALL | | |
0055 802-05701 66.000 LFT | 15.00000 990.00| 15.00000 990.00| 13.00000 858.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0056 802-76025 2.250 SFT | 11.00000 24.75| 11.00000 24.75| 13.00000 29.25
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0057 805-01842 1.000 EACH | 700.00000 700.00| 700.00000 700.00| 700.00000 700.00
HANDHOLE, SIGNAL | | |
0058 805-01843 4.000 EACH | 175.00000 700.00| 175.00000 700.00| 435.00000 1740.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0059 805-01844 20.000 LFT | 15.00000 300.00| 15.00000 300.00| 35.00000 700.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0060 805-02032 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 650.00000 650.00
PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT | | |
0061 805-03712 1.000 EACH | 66.00000 66.00| 66.00000 66.00| 650.00000 650.00
PEDESTAL AND BASE, RELOCATE | | |
0062 805-04973 280.000 LFT | 66.00000 18480.00| 66.00000 18480.00| 46.00000 12880.00
CONDUIT , STEEL, GALVANIZED, 5 IN. | | |
0063 805-78485 175.000 LFT | 1.60000 280.00| 1.60000 280.00| 1.00000 175.00
SIGNAL CABLE, 5C 14GA. | | |
0064 805-78900 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 650.00000 650.00
PEDESTAL FOUNDATION, A | | |
0065 805-90697 21.000 EACH | 36.38000 763.98| 36.38000 763.98| 5.00000 105.00
COMPRESSION CONNECTORS | | |
0066 805-94069 3500.000 LFT | 3.79000 13265.00| 3.79000 13265.00| 7.00000 24500.00
CONDUIT, STEEL, GALVANIZED, 1 IN. | | |
0067 805-97827 1250.000 LFT | 4.40000 5500.00| 4.40000 5500.00| 10.00000 12500.00
TRENCH | | |
0068 805-99338 20.000 LFT | 2.00000 40.00| 2.00000 40.00| 1.00000 20.00
WIRE, AWG, NO. 6 COPPER, GROUND, 1/C | | |
0069 807-02191 7.000 EACH | 700.00000 4900.00| 700.00000 4900.00| 700.00000 4900.00
HANDHOLE, LIGHTING | | |
0070 807-02194 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00| 10.00000 10.00
SERVICE POINT, II, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1505753 |( 2 ) 35-1065659 |( 3 ) 35-1817530
|GAUNT & SON ASPHALT |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0071 807-02857 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00| 10.00000 10.00
CIRCUIT BREAKER PANEL | | |
0072 807-03051 1300.000 LFT | 1.81000 2353.00| 1.81000 2353.00| 1.00000 1300.00
LIGHT CABLE, 1C 10GA. | | |
0073 807-04112 9200.000 LFT | 0.73000 6716.00| 0.73000 6716.00| 1.00000 9200.00
WIRE, XHHW, NO. 10 , USE | | |
0074 807-04671 27.000 EACH | 315.00000 8505.00| 315.00000 8505.00| 35.00000 945.00
OUTLET BOX, ELECTRICAL, WEATHERPROOF , | | |
MODIFIED | | |
0075 807-86910 39.000 EACH | 33.80000 1318.20| 33.80000 1318.20| 30.00000 1170.00
CONNECTOR KIT, UNFUSED | | |
0076 807-86915 39.000 EACH | 33.80000 1318.20| 33.80000 1318.20| 30.00000 1170.00
CONNECTOR KIT, FUSED | | |
0077 807-93647 13.000 EACH | 1474.46000 19167.98| 1474.46000 19167.98| 1300.00000 16900.00
LUMINAIRE POST TOP, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0078 807-93649 13.000 EACH | 2213.46000 28774.98| 2213.46000 28774.98| 2800.00000 36400.00
SHAFT FOR POST TOP LUMINAIRE, 16 FT. M. | | |
H. | | |
0079 807-93651 13.000 SET | 742.00000 9646.00| 742.00000 9646.00| 900.00000 11700.00
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR POST TOP LIGHT | | |
0080 807-95492 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00| 1300.00000 1300.00
SERVICE POINT, II, BREAKER ENCLOSURE | | |
0081 807-95513 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00| 1300.00000 1300.00
SERVICE POINT MAIN BREAKER | | |
0082 807-95514 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 1300.00000 1300.00
SERVICE POINT RISER | | |
0083 807-95515 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 200.00000 200.00
SERVICE POINT WEATHERHEAD | | |
0084 807-95516 3.000 EACH | 455.00000 1365.00| 455.00000 1365.00| 1415.00000 4245.00
RELAY SWITCH , MODIFIED | | |
0085 807-95523 17.000 EACH | 79.00000 1343.00| 79.00000 1343.00| 110.00000 1870.00
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0086 807-95709 1.000 EACH | 575.00000 575.00| 575.00000 575.00| 600.00000 600.00
PHOTOCELLS | | |
0087 808-05929 620.000 LFT | 1.03000 638.60| 1.03000 638.60| 1.00000 620.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1505753 |( 2 ) 35-1065659 |( 3 ) 35-1817530
|GAUNT & SON ASPHALT |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0088 808-06716 558.000 LFT | 0.55000 306.90| 0.55000 306.90| 1.00000 558.00
LINE, REMOVE | | |
0089 808-75297 114.000 LFT | 4.10000 467.40| 4.10000 467.40| 5.00000 570.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 450,083.49| $ 510,948.00| $ 529,495.08
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 450,083.49| $ 510,948.00| $ 529,495.08
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-0997978 |( )
|PRIMCO INC |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PEDESTRIAN FACILITY AND SIDEWALK RECONSTRUCTION
| | |
0001 105-06845 LUMP | 31106.74000 31106.74| 6900.00000 6900.00|
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 | 43241.90000 43241.90| 38000.00000 38000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 58940.26000 58940.26| 90000.00000 90000.00|
CLEARING RIGHT OF WAY | | |
0009 202-02245 1.000 EACH | 640.00000 640.00| 400.00000 400.00|
TREE, 6 IN., REMOVE | | |
0010 202-94747 2.000 EACH | 500.00000 1000.00| 27.00000 54.00|
POST, REMOVE | | |
0011 202-96035 462.000 LFT | 31.00000 14322.00| 30.00000 13860.00|
CONCRETE WALL, REMOVE | | |
0012 202-99216 5.000 EACH | 325.00000 1625.00| 325.00000 1625.00|
LIGHT POLE AND BASE, REMOVE | | |
0013 203-02000 104.000 CYS | 35.00000 3640.00| 120.00000 12480.00|
EXCAVATION, COMMON | | |
0014 205-02237 3.000 EACH | 500.00000 1500.00| 250.00000 750.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0015 210-06757 LUMP | 14210.00000 14210.00| 10000.00000 10000.00|
RECONSTRUCT , ALCOVE ENTRANCE | | |
0016 211-09265 570.000 CYS | 66.00000 37620.00| 80.00000 45600.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0017 301-07448 82.000 TON | 31.10000 2550.20| 49.00000 4018.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 303-08210 26.000 TON | 54.60000 1419.60| 32.00000 832.00|
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-0997978 |( )
|PRIMCO INC |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 304-07490 111.000 TON | 95.00000 10545.00| 300.00000 33300.00|
HMA PATCHING, TYPE B | | |
0020 402-07433 15.000 TON | 150.00000 2250.00| 55.00000 825.00|
HMA SURFACE, TYPE B | | |
0021 402-07441 96.000 TON | 85.00000 8160.00| 47.00000 4512.00|
HMA BASE, TYPE B | | |
0022 406-05520 1.000 TON | 50.00000 50.00| 0.01000 0.01|
ASPHALT FOR TACK COAT | | |
0023 604-02387 25.000 SYS | 33.20000 830.00| 450.00000 11250.00|
BRICK PAVER, REMOVE AND REPLACE | | |
0024 604-07823 190.000 SYS | 181.75000 34532.50| 300.00000 57000.00|
STAMPED CONCRETE SIDEWALK , 5 IN., | | |
TERRA COTTA RED | | |
0025 604-07894 26.000 SYS | 130.00000 3380.00| 195.00000 5070.00|
CURB RAMP, CONCRETE, A | | |
0026 604-07898 4.000 SYS | 130.00000 520.00| 195.00000 780.00|
CURB RAMP, CONCRETE, D | | |
0027 604-07900 22.000 SYS | 130.00000 2860.00| 195.00000 4290.00|
CURB RAMP, CONCRETE, F | | |
0028 604-07900 49.000 SYS | 130.00000 6370.00| 255.00000 12495.00|
CURB RAMP, CONCRETE, F , MODIFIED | | |
0029 604-91531 107.000 SYS | 47.75000 5109.25| 83.00000 8881.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0030 605-06120 125.000 LFT | 25.70000 3212.50| 97.00000 12125.00|
CURB, CONCRETE | | |
0031 605-95933 574.000 LFT | 1.00000 574.00| 3.00000 1722.00|
CURB PAINTING, YELLOW | | |
0032 605-99316 951.000 SYS | 78.60000 74748.60| 83.00000 78933.00|
CURB WALK, INTEGRAL, CONCRETE , 5 IN., | | |
MODIFIED | | |
0033 610-08446 129.000 SYS | 50.15000 6469.35| 129.00000 16641.00|
PCCP FOR APPROACHES, 6 IN. | | |
0034 622-04648 14.000 EACH | 1000.00000 14000.00| 705.00000 9870.00|
TREE GRATE | | |
0035 622-05650 14.000 EACH | 355.00000 4970.00| 370.00000 5180.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. , PYRUS CALLERYANA | | |
0036 628-09401 6.000 MOS | 2420.00000 14520.00| 2200.00000 13200.00|
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-0997978 |( )
|PRIMCO INC |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 628-09407 6.000 MOS | 640.00000 3840.00| 231.00000 1386.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0038 702-05696 1040.000 SFT | 5.55000 5772.00| 9.00000 9360.00|
WATERPROOFING , FOR ABANDONMENT OF | | |
VAULTS | | |
0039 702-90915 8.000 CYS | 595.00000 4760.00| 750.00000 6000.00|
CONCRETE, A , BLOCK WALL FOOTING | | |
0040 703-51030 1540.000 LBS | 1.80000 2772.00| 0.62000 954.80|
REINFORCING STEEL | | |
0041 706-92237 112.000 LFT | 58.50000 6552.00| 211.55000 23693.60|
HANDRAIL, STEEL | | |
0042 714-04802 125.000 SYS | 64.00000 8000.00| 155.00000 19375.00|
CONCRETE MODULAR BLOCK WALL | | |
0043 716-07654 200.000 LFT | 66.00000 13200.00| 66.00000 13200.00|
PIPE INSTALLATION, TRENCHLESS, 6 IN. , | | |
FOR PIPES < 6 INCHES | | |
0044 720-01894 2.000 EACH | 970.00000 1940.00| 990.00000 1980.00|
CASTING, FURNISH AND ADJUST TO GRADE , | | |
TYPE 5 | | |
0045 720-44000 3.000 EACH | 320.00000 960.00| 390.00000 1170.00|
CASTING, ADJUST TO GRADE | | |
0046 720-44000 12.000 EACH | 320.00000 3840.00| 61.00000 732.00|
CASTING, ADJUST TO GRADE , WATER METER | | |
0047 720-94840 4.000 EACH | 320.00000 1280.00| 61.00000 244.00|
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0048 801-03290 6.000 EACH | 150.00000 900.00| 350.00000 2100.00|
CONSTRUCTION SIGN, C | | |
0049 801-06206 1065.000 LFT | 0.40000 426.00| 0.40000 426.00|
TEMPORARY PAVEMENT MARKING, 6 IN. , | | |
EDGE LINE | | |
0050 801-06577 114.000 LFT | 6.50000 741.00| 6.50000 741.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. , (STOP BAR) | | |
0051 801-06640 24.000 EACH | 115.00000 2760.00| 115.00000 2760.00|
CONSTRUCTION SIGN, A | | |
0052 801-06775 LUMP | 47998.00000 47998.00| 28000.00000 28000.00|
MAINTAINING TRAFFIC | | |
0053 801-07119 72.000 LFT | 9.75000 702.00| 9.75000 702.00|
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-0997978 |( )
|PRIMCO INC |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 802-02158 3.000 EACH | 10.00000 30.00| 10.00000 30.00|
SIGN, PANEL, REMOVE AND REINSTALL | | |
0055 802-05701 66.000 LFT | 15.00000 990.00| 15.00000 990.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0056 802-76025 2.250 SFT | 11.00000 24.75| 11.00000 24.75|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0057 805-01842 1.000 EACH | 700.00000 700.00| 700.00000 700.00|
HANDHOLE, SIGNAL | | |
0058 805-01843 4.000 EACH | 175.00000 700.00| 175.00000 700.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0059 805-01844 20.000 LFT | 15.00000 300.00| 15.00000 300.00|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0060 805-02032 1.000 EACH | 150.00000 150.00| 150.00000 150.00|
PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT | | |
0061 805-03712 1.000 EACH | 66.00000 66.00| 66.00000 66.00|
PEDESTAL AND BASE, RELOCATE | | |
0062 805-04973 280.000 LFT | 66.00000 18480.00| 66.00000 18480.00|
CONDUIT , STEEL, GALVANIZED, 5 IN. | | |
0063 805-78485 175.000 LFT | 1.60000 280.00| 1.60000 280.00|
SIGNAL CABLE, 5C 14GA. | | |
0064 805-78900 1.000 EACH | 500.00000 500.00| 500.00000 500.00|
PEDESTAL FOUNDATION, A | | |
0065 805-90697 21.000 EACH | 36.38000 763.98| 36.38000 763.98|
COMPRESSION CONNECTORS | | |
0066 805-94069 3500.000 LFT | 3.79000 13265.00| 3.79000 13265.00|
CONDUIT, STEEL, GALVANIZED, 1 IN. | | |
0067 805-97827 1250.000 LFT | 4.40000 5500.00| 4.40000 5500.00|
TRENCH | | |
0068 805-99338 20.000 LFT | 2.00000 40.00| 2.00000 40.00|
WIRE, AWG, NO. 6 COPPER, GROUND, 1/C | | |
0069 807-02191 7.000 EACH | 700.00000 4900.00| 700.00000 4900.00|
HANDHOLE, LIGHTING | | |
0070 807-02194 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00|
SERVICE POINT, II, MODIFIED | | |
0071 807-02857 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00|
CIRCUIT BREAKER PANEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-0997978 |( )
|PRIMCO INC |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 807-03051 1300.000 LFT | 1.81000 2353.00| 1.81000 2353.00|
LIGHT CABLE, 1C 10GA. | | |
0073 807-04112 9200.000 LFT | 0.73000 6716.00| 0.73000 6716.00|
WIRE, XHHW, NO. 10 , USE | | |
0074 807-04671 27.000 EACH | 315.00000 8505.00| 315.00000 8505.00|
OUTLET BOX, ELECTRICAL, WEATHERPROOF , | | |
MODIFIED | | |
0075 807-86910 39.000 EACH | 33.80000 1318.20| 33.80000 1318.20|
CONNECTOR KIT, UNFUSED | | |
0076 807-86915 39.000 EACH | 33.80000 1318.20| 33.80000 1318.20|
CONNECTOR KIT, FUSED | | |
0077 807-93647 13.000 EACH | 1474.46000 19167.98| 1474.00000 19162.00|
LUMINAIRE POST TOP, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0078 807-93649 13.000 EACH | 2213.46000 28774.98| 2213.50000 28775.50|
SHAFT FOR POST TOP LUMINAIRE, 16 FT. M. | | |
H. | | |
0079 807-93651 13.000 SET | 742.00000 9646.00| 742.00000 9646.00|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR POST TOP LIGHT | | |
0080 807-95492 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00|
SERVICE POINT, II, BREAKER ENCLOSURE | | |
0081 807-95513 1.000 EACH | 1447.00000 1447.00| 1447.00000 1447.00|
SERVICE POINT MAIN BREAKER | | |
0082 807-95514 1.000 EACH | 600.00000 600.00| 600.00000 600.00|
SERVICE POINT RISER | | |
0083 807-95515 1.000 EACH | 600.00000 600.00| 600.00000 600.00|
SERVICE POINT WEATHERHEAD | | |
0084 807-95516 3.000 EACH | 455.00000 1365.00| 455.00000 1365.00|
RELAY SWITCH , MODIFIED | | |
0085 807-95523 17.000 EACH | 79.00000 1343.00| 79.00000 1343.00|
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0086 807-95709 1.000 EACH | 575.00000 575.00| 575.00000 575.00|
PHOTOCELLS | | |
0087 808-05929 620.000 LFT | 1.03000 638.60| 1.03000 638.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
0088 808-06716 558.000 LFT | 0.55000 306.90| 0.55000 306.90|
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 210 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 210 CONTRACT ID : R -29353-A COUNTIES : WABASH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 35-0997978 |( )
|PRIMCO INC |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0089 808-75297 114.000 LFT | 4.10000 467.40| 4.10000 467.40|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 647,537.89| $ 749,589.94| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 647,537.89| $ 749,589.94| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -1
VENDOR RANKING
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/15/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9921025
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,072,825.19 100.0000%
2 35-1357381 O`MARA DAVE CONTRACTOR $ 2,359,740.10 113.8417%
3 35-1128289 BEATY CONSTRUCTION INC $ 2,370,750.00 114.3729%
4 35-1917625 MILESTONE CONTRACTORS LP $ 2,484,480.00 119.8596%
5 35-0844079 PAUL H ROHE COMPANY $ 2,864,455.86 138.1909%
6 35-1636776 LINKEL COMPANY $ 3,191,363.50 153.9620%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|SUNESIS CONSTRUCTION COMPANY |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SEWER/CURB/GUTTER CONSTRUCTION
| | |
0001 105-06845 LUMP | 12383.07000 12383.07| 17600.00000 17600.00| 53421.22000 53421.22
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 59387.76000 59387.76| 112950.00000 112950.00| 118500.00000 118500.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 12922.18000 12922.18| 11295.00000 11295.00| 44500.00000 44500.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 4133.000 SYS | 4.68000 19342.44| 8.00000 33064.00| 11.50000 47529.50
PAVEMENT REMOVAL | | |
0011 202-02245 6.000 EACH | 212.14000 1272.84| 195.00000 1170.00| 125.00000 750.00
TREE, 6 IN., REMOVE | | |
0012 202-02250 2.000 EACH | 303.06000 606.12| 300.00000 600.00| 200.00000 400.00
TREE, 10 IN., REMOVE | | |
0013 202-02255 15.000 EACH | 818.26000 12273.90| 540.00000 8100.00| 700.00000 10500.00
TREE, 18 IN., REMOVE | | |
0014 202-02260 13.000 EACH | 1181.94000 15365.22| 850.00000 11050.00| 1550.00000 20150.00
TREE, 30 IN., REMOVE | | |
0015 202-02265 5.000 EACH | 2424.49000 12122.45| 1150.00000 5750.00| 2025.00000 10125.00
TREE, 48 IN., REMOVE | | |
0016 202-02278 4420.000 LFT | 3.80000 16796.00| 3.00000 13260.00| 1.25000 5525.00
CURB, CONCRETE, REMOVE | | |
0017 202-52710 3100.000 SYS | 1.38000 4278.00| 5.00000 15500.00| 4.00000 12400.00
SIDEWALK, CONCRETE, REMOVE | | |
0018 203-90014 30.900 STA | 178.15000 5504.84| 3900.00000 120510.00| 3250.00000 100425.00
LINEAR GRADING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|SUNESIS CONSTRUCTION COMPANY |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06932 70.000 LFT | 6.06000 424.20| 16.00000 1120.00| 17.00000 1190.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06933 35.000 EACH | 74.04000 2591.40| 102.00000 3570.00| 115.00000 4025.00
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06937 1500.000 LFT | 1.39000 2085.00| 1.55000 2325.00| 1.75000 2625.00
TEMPORARY SILT FENCE | | |
0022 207-08267 876.000 SYS | 9.64000 8444.64| 10.00000 8760.00| 17.83000 15619.08
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 207-08268 8290.000 SYS | 14.38000 119210.20| 12.00000 99480.00| 15.26000 126505.40
SUBGRADE TREATMENT, TYPE IV | | |
0024 211-09264 10294.000 CYS | 18.79000 193424.26| 12.00000 123528.00| 13.90000 143086.60
STRUCTURE BACKFILL, TYPE 1 | | |
0025 212-06282 5200.000 CYS | 11.11000 57772.00| 12.00000 62400.00| 12.00000 62400.00
STOCKPILED SELECTED MATERIAL, SALVAGED | | |
UNDISTRIBUTED | | |
0026 303-01180 4017.000 TON | 19.99000 80299.83| 19.00000 76323.00| 17.60000 70699.20
COMPACTED AGGREGATE, NO. 53 | | |
0027 303-08210 500.000 TON | 33.37000 16685.00| 19.00000 9500.00| 41.00000 20500.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 306-08432 22.000 SYS | 101.95000 2242.90| 125.00000 2750.00| 89.00000 1958.00
MILLING, APPROACH | | |
0029 402-07432 972.000 TON | 80.32000 78071.04| 76.00000 73872.00| 73.00000 70956.00
HMA SURFACE, TYPE A | | |
0030 402-07435 1892.000 TON | 75.38000 142618.96| 74.00000 140008.00| 68.75000 130075.00
HMA INTERMEDIATE, TYPE A | | |
0031 402-07440 1488.000 TON | 71.67000 106644.96| 68.00000 101184.00| 65.25000 97092.00
HMA BASE, TYPE A | | |
0032 406-05520 8.890 TON | 1229.54000 10930.61| 600.00000 5334.00| 1120.00000 9956.80
ASPHALT FOR TACK COAT | | |
0033 604-07896 32.000 SYS | 181.84000 5818.88| 150.00000 4800.00| 125.00000 4000.00
CURB RAMP, CONCRETE, B | | |
0034 604-07897 183.000 SYS | 181.84000 33276.72| 150.00000 27450.00| 150.00000 27450.00
CURB RAMP, CONCRETE, C | | |
0035 604-07901 23.000 SYS | 181.84000 4182.32| 150.00000 3450.00| 158.00000 3634.00
CURB RAMP, CONCRETE, G | | |
0036 604-91531 2947.000 SYS | 46.34000 136563.98| 34.00000 100198.00| 34.60000 101966.20
SIDEWALK, CONCRETE, 4 IN. | | |
0037 605-06120 546.000 LFT | 26.87000 14671.02| 19.00000 10374.00| 34.50000 18837.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|SUNESIS CONSTRUCTION COMPANY |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 605-06155 2256.000 LFT | 29.67000 66935.52| 13.00000 29328.00| 30.00000 67680.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0039 605-97937 2838.000 LFT | 26.22000 74412.36| 13.00000 36894.00| 21.00000 59598.00
CURB AND GUTTER, CONCRETE, ROLL | | |
0040 610-08446 503.000 SYS | 55.76000 28047.28| 69.00000 34707.00| 72.25000 36341.75
PCCP FOR APPROACHES, 6 IN. | | |
0041 610-09108 529.000 SYS | 59.40000 31422.60| 72.00000 38088.00| 73.00000 38617.00
PCCP FOR APPROACHES, 9 IN. | | |
0042 615-06505 5.000 EACH | 659.59000 3297.95| 600.00000 3000.00| 845.00000 4225.00
MONUMENT, B | | |
0043 621-01004 6.000 EACH | 1243.76000 7462.56| 1150.00000 6900.00| 1100.00000 6600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02363 4441.000 SYS | 0.40000 1776.40| 0.40000 1776.40| 0.40000 1776.40
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0045 621-06567 20.000 kGAL | 1.21000 24.20| 1.00000 20.00| 1.00000 20.00
WATER | | |
0046 621-06575 5015.000 SYS | 3.29000 16499.35| 3.00000 15045.00| 4.40000 22066.00
SODDING, NURSERY | | |
0047 628-09402 17.000 MOS | 1596.83000 27146.11| 1650.00000 28050.00| 2500.00000 42500.00
FIELD OFFICE, B | | |
0048 715-02181 400.000 LFT | 58.25000 23300.00| 49.00000 19600.00| 90.00000 36000.00
SANITARY SEWER SERVICE ADJUSTMENT | | |
0049 715-05024 20.000 LFT | 93.34000 1866.80| 115.00000 2300.00| 125.00000 2500.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0050 715-05149 944.000 LFT | 36.13000 34106.72| 45.00000 42480.00| 50.00000 47200.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0051 715-05154 432.000 LFT | 170.22000 73535.04| 95.00000 41040.00| 60.00000 25920.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0052 715-05156 1462.000 LFT | 76.55000 111916.10| 125.00000 182750.00| 81.00000 118422.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0053 715-05161 668.000 LFT | 82.55000 55143.40| 225.00000 150300.00| 145.00000 96860.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0054 715-05165 304.000 LFT | 221.80000 67427.20| 350.00000 106400.00| 320.00000 97280.00
PIPE, TYPE 2, CIRCULAR, 72 IN. | | |
0055 715-09064 5530.000 LFT | 1.09000 6027.70| 1.00000 5530.00| 1.01000 5585.30
VIDEO INSPECTION FOR PIPE | | |
0056 715-93911 166.000 LFT | 107.07000 17773.62| 108.00000 17928.00| 86.00000 14276.00
WATER MAIN, 4 IN. , PVC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|SUNESIS CONSTRUCTION COMPANY |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-93912 301.000 LFT | 54.75000 16479.75| 63.00000 18963.00| 70.00000 21070.00
WATER MAIN, 6 IN. , PVC | | |
0058 720-44000 7.000 EACH | 547.78000 3834.46| 375.00000 2625.00| 445.00000 3115.00
CASTING, ADJUST TO GRADE , SANITARY | | |
SEWER | | |
0059 720-45045 3.000 EACH | 1347.52000 4042.56| 1637.00000 4911.00| 1750.00000 5250.00
INLET, J10 | | |
0060 720-45055 2.000 EACH | 1596.78000 3193.56| 1637.00000 3274.00| 1875.00000 3750.00
INLET, M10 | | |
0061 720-45105 9.000 EACH | 1415.52000 12739.68| 1915.00000 17235.00| 1680.00000 15120.00
INLET, A2, MODIFIED | | |
0062 720-45250 6.000 EACH | 1584.95000 9509.70| 2135.00000 12810.00| 1685.00000 10110.00
CATCH BASIN, K10 | | |
0063 720-45260 4.000 EACH | 659.24000 2636.96| 790.00000 3160.00| 1400.00000 5600.00
PIPE CATCH BASIN, 12 IN. | | |
0064 720-45375 1.000 EACH | 832.48000 832.48| 1150.00000 1150.00| 4600.00000 4600.00
PIPE CATCH BASIN, 24 IN., MODIFIED | | |
0065 720-45605 2.200 LFT | 986.60000 2170.52| 685.00000 1507.00| 2050.00000 4510.00
STRUCTURE, MANHOLE, RECONSTRUCT , | | |
SANITARY SEWER | | |
0066 720-94612 4.000 EACH | 4123.23000 16492.92| 4700.00000 18800.00| 5925.00000 23700.00
MANHOLE, K4 | | |
0067 720-94840 9.000 EACH | 191.34000 1722.06| 100.00000 900.00| 310.00000 2790.00
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0068 720-95335 1.000 EACH | 9229.06000 9229.06| 7500.00000 7500.00| 10650.00000 10650.00
MANHOLE, M4 | | |
0069 720-95422 5.000 EACH | 3430.12000 17150.60| 3900.00000 19500.00| 5800.00000 29000.00
MANHOLE, J4 | | |
0070 720-96999 1.000 EACH | 3493.53000 3493.53| 3100.00000 3100.00| 3475.00000 3475.00
FIRE HYDRANT ASSEMBLY | | |
0071 720-98174 2.000 EACH | 2072.27000 4144.54| 2135.00000 4270.00| 2250.00000 4500.00
INLET, B15 | | |
0072 720-98555 1.000 EACH | 2072.29000 2072.29| 2135.00000 2135.00| 2315.00000 2315.00
INLET, C15 | | |
0073 720-99315 2.000 EACH | 136.46000 272.92| 100.00000 200.00| 340.00000 680.00
CLEAN EXISTING CATCH BASINS , OR INLETS | | |
0074 720-99416 1.000 EACH | 1950.01000 1950.01| 2135.00000 2135.00| 2400.00000 2400.00
CATCH BASIN, B15 | | |
0075 720-99417 4.000 EACH | 1962.12000 7848.48| 2135.00000 8540.00| 2500.00000 10000.00
CATCH BASIN, C15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|SUNESIS CONSTRUCTION COMPANY |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 732-09197 2.000 EACH | 3066.38000 6132.76| 1675.00000 3350.00| 2780.00000 5560.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 4 IN. , WITH TAPPING | | |
SLEEVE | | |
0078 732-90573 1221.000 LFT | 21.38000 26104.98| 15.00000 18315.00| 24.00000 29304.00
WATER SERVICE LINE, 0.75 IN , HDPE | | |
0080 732-91742 1.000 EACH | 3712.27000 3712.27| 1400.00000 1400.00| 2515.00000 2515.00
FIRE HYDRANT , RELOCATE | | |
0081 801-03290 4.000 EACH | 303.06000 1212.24| 425.00000 1700.00| 280.00000 1120.00
CONSTRUCTION SIGN, C | | |
0082 801-04308 8.000 EACH | 424.29000 3394.32| 655.00000 5240.00| 395.00000 3160.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0083 801-06625 30.000 EACH | 127.29000 3818.70| 175.00000 5250.00| 120.00000 3600.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0084 801-06640 60.000 EACH | 181.84000 10910.40| 215.00000 12900.00| 170.00000 10200.00
CONSTRUCTION SIGN, A | | |
0085 801-06645 34.000 EACH | 72.73000 2472.82| 27.00000 918.00| 68.00000 2312.00
CONSTRUCTION SIGN, B | | |
0086 801-06775 LUMP | 19938.28000 19938.28| 178676.00000 178676.00| 56000.00000 56000.00
MAINTAINING TRAFFIC | | |
0087 801-07118 660.000 LFT | 18.18000 11998.80| 20.00000 13200.00| 17.00000 11220.00
BARRICADE, III-A | | |
0088 802-76025 115.000 SFT | 23.03000 2648.45| 19.00000 2185.00| 26.50000 3047.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0089 802-76035 14.000 SFT | 24.25000 339.50| 14.00000 196.00| 20.00000 280.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0090 802-76055 466.000 LFT | 12.12000 5647.92| 8.50000 3961.00| 10.00000 4660.00
SIGN POST, A | | |
0091 808-75245 4982.000 LFT | 0.97000 4832.54| 0.50000 2491.00| 0.90000 4483.80
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0092 808-75297 281.000 LFT | 5.70000 1601.70| 4.50000 1264.50| 5.25000 1475.25
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0093 808-75300 1288.000 LFT | 2.42000 3116.96| 1.15000 1481.20| 2.25000 2898.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1357381 |( 3 ) 35-1128289
|SUNESIS CONSTRUCTION COMPANY |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 715-02743 1.000 EACH | 820.82000 820.82| 800.00000 800.00| 1125.00000 1125.00
GATE VALVE WITH VALVE BOX, 4 IN. , | | |
RESTRAINED, DI | | |
0095 732-03053 8.000 EACH | 995.75000 7966.00| 535.00000 4280.00| 610.00000 4880.00
METER PIT , WATER | | |
SECTION TOTALS | $ 2,072,825.19| $ 2,359,740.10| $ 2,370,750.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,072,825.19| $ 2,359,740.10| $ 2,370,750.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0844079 |( 6 ) 35-1636776
|MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SEWER/CURB/GUTTER CONSTRUCTION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| 22960.00000 22960.00| 100000.00000 100000.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 124200.00000 124200.00| 121000.00000 121000.00| 145000.00000 145000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 12400.00000 12400.00| 60485.00000 60485.00| 200000.00000 200000.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 4133.000 SYS | 7.50000 30997.50| 7.00000 28931.00| 35.00000 144655.00
PAVEMENT REMOVAL | | |
0011 202-02245 6.000 EACH | 211.00000 1266.00| 200.00000 1200.00| 600.00000 3600.00
TREE, 6 IN., REMOVE | | |
0012 202-02250 2.000 EACH | 263.00000 526.00| 300.00000 600.00| 700.00000 1400.00
TREE, 10 IN., REMOVE | | |
0013 202-02255 15.000 EACH | 526.00000 7890.00| 500.00000 7500.00| 750.00000 11250.00
TREE, 18 IN., REMOVE | | |
0014 202-02260 13.000 EACH | 1313.00000 17069.00| 900.00000 11700.00| 850.00000 11050.00
TREE, 30 IN., REMOVE | | |
0015 202-02265 5.000 EACH | 1576.00000 7880.00| 1200.00000 6000.00| 1200.00000 6000.00
TREE, 48 IN., REMOVE | | |
0016 202-02278 4420.000 LFT | 4.00000 17680.00| 2.60000 11492.00| 7.00000 30940.00
CURB, CONCRETE, REMOVE | | |
0017 202-52710 3100.000 SYS | 6.00000 18600.00| 5.70000 17670.00| 8.00000 24800.00
SIDEWALK, CONCRETE, REMOVE | | |
0018 203-90014 30.900 STA | 6000.00000 185400.00| 665.00000 20548.50| 1000.00000 30900.00
LINEAR GRADING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0844079 |( 6 ) 35-1636776
|MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06932 70.000 LFT | 16.00000 1120.00| 15.30000 1071.00| 100.00000 7000.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06933 35.000 EACH | 107.00000 3745.00| 102.00000 3570.00| 60.00000 2100.00
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06937 1500.000 LFT | 1.60000 2400.00| 1.60000 2400.00| 2.00000 3000.00
TEMPORARY SILT FENCE | | |
0022 207-08267 876.000 SYS | 18.00000 15768.00| 31.80000 27856.80| 4.00000 3504.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 207-08268 8290.000 SYS | 18.00000 149220.00| 17.20000 142588.00| 5.00000 41450.00
SUBGRADE TREATMENT, TYPE IV | | |
0024 211-09264 10294.000 CYS | 5.00000 51470.00| 26.00000 267644.00| 21.00000 216174.00
STRUCTURE BACKFILL, TYPE 1 | | |
0025 212-06282 5200.000 CYS | 3.50000 18200.00| 19.00000 98800.00| 10.00000 52000.00
STOCKPILED SELECTED MATERIAL, SALVAGED | | |
UNDISTRIBUTED | | |
0026 303-01180 4017.000 TON | 19.00000 76323.00| 25.00000 100425.00| 22.00000 88374.00
COMPACTED AGGREGATE, NO. 53 | | |
0027 303-08210 500.000 TON | 45.00000 22500.00| 38.00000 19000.00| 25.00000 12500.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 306-08432 22.000 SYS | 85.00000 1870.00| 85.00000 1870.00| 100.00000 2200.00
MILLING, APPROACH | | |
0029 402-07432 972.000 TON | 69.25000 67311.00| 65.00000 63180.00| 70.00000 68040.00
HMA SURFACE, TYPE A | | |
0030 402-07435 1892.000 TON | 68.55000 129696.60| 61.00000 115412.00| 70.00000 132440.00
HMA INTERMEDIATE, TYPE A | | |
0031 402-07440 1488.000 TON | 66.30000 98654.40| 58.00000 86304.00| 65.00000 96720.00
HMA BASE, TYPE A | | |
0032 406-05520 8.890 TON | 625.00000 5556.25| 800.00000 7112.00| 300.00000 2667.00
ASPHALT FOR TACK COAT | | |
0033 604-07896 32.000 SYS | 157.00000 5024.00| 215.00000 6880.00| 200.00000 6400.00
CURB RAMP, CONCRETE, B | | |
0034 604-07897 183.000 SYS | 157.00000 28731.00| 200.00000 36600.00| 200.00000 36600.00
CURB RAMP, CONCRETE, C | | |
0035 604-07901 23.000 SYS | 157.00000 3611.00| 285.00000 6555.00| 200.00000 4600.00
CURB RAMP, CONCRETE, G | | |
0036 604-91531 2947.000 SYS | 38.00000 111986.00| 42.00000 123774.00| 42.00000 123774.00
SIDEWALK, CONCRETE, 4 IN. | | |
0037 605-06120 546.000 LFT | 19.70000 10756.20| 11.00000 6006.00| 32.00000 17472.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0844079 |( 6 ) 35-1636776
|MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 605-06155 2256.000 LFT | 23.00000 51888.00| 14.00000 31584.00| 21.00000 47376.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0039 605-97937 2838.000 LFT | 20.00000 56760.00| 14.00000 39732.00| 25.00000 70950.00
CURB AND GUTTER, CONCRETE, ROLL | | |
0040 610-08446 503.000 SYS | 48.25000 24269.75| 42.00000 21126.00| 55.00000 27665.00
PCCP FOR APPROACHES, 6 IN. | | |
0041 610-09108 529.000 SYS | 51.50000 27243.50| 46.00000 24334.00| 75.00000 39675.00
PCCP FOR APPROACHES, 9 IN. | | |
0042 615-06505 5.000 EACH | 708.00000 3540.00| 675.00000 3375.00| 700.00000 3500.00
MONUMENT, B | | |
0043 621-01004 6.000 EACH | 1075.00000 6450.00| 1231.00000 7386.00| 2000.00000 12000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02363 4441.000 SYS | 0.36000 1598.76| 0.40000 1776.40| 1.50000 6661.50
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0045 621-06567 20.000 kGAL | 1.10000 22.00| 1.00000 20.00| 40.00000 800.00
WATER | | |
0046 621-06575 5015.000 SYS | 2.86000 14342.90| 3.25000 16298.75| 8.00000 40120.00
SODDING, NURSERY | | |
0047 628-09402 17.000 MOS | 1850.00000 31450.00| 2400.00000 40800.00| 2000.00000 34000.00
FIELD OFFICE, B | | |
0048 715-02181 400.000 LFT | 145.00000 58000.00| 36.00000 14400.00| 80.00000 32000.00
SANITARY SEWER SERVICE ADJUSTMENT | | |
0049 715-05024 20.000 LFT | 85.00000 1700.00| 200.00000 4000.00| 180.00000 3600.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0050 715-05149 944.000 LFT | 55.00000 51920.00| 55.00000 51920.00| 33.00000 31152.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0051 715-05154 432.000 LFT | 95.00000 41040.00| 160.00000 69120.00| 50.00000 21600.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0052 715-05156 1462.000 LFT | 125.00000 182750.00| 210.00000 307020.00| 76.00000 111112.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0053 715-05161 668.000 LFT | 195.00000 130260.00| 315.00000 210420.00| 522.00000 348696.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0054 715-05165 304.000 LFT | 300.00000 91200.00| 475.00000 144400.00| 450.00000 136800.00
PIPE, TYPE 2, CIRCULAR, 72 IN. | | |
0055 715-09064 5530.000 LFT | 1.35000 7465.50| 0.90000 4977.00| 2.00000 11060.00
VIDEO INSPECTION FOR PIPE | | |
0056 715-93911 166.000 LFT | 268.00000 44488.00| 115.00000 19090.00| 275.00000 45650.00
WATER MAIN, 4 IN. , PVC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0844079 |( 6 ) 35-1636776
|MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-93912 301.000 LFT | 200.00000 60200.00| 64.90000 19534.90| 200.00000 60200.00
WATER MAIN, 6 IN. , PVC | | |
0058 720-44000 7.000 EACH | 750.00000 5250.00| 1200.00000 8400.00| 750.00000 5250.00
CASTING, ADJUST TO GRADE , SANITARY | | |
SEWER | | |
0059 720-45045 3.000 EACH | 2200.00000 6600.00| 2700.00000 8100.00| 2000.00000 6000.00
INLET, J10 | | |
0060 720-45055 2.000 EACH | 2200.00000 4400.00| 2900.00000 5800.00| 2000.00000 4000.00
INLET, M10 | | |
0061 720-45105 9.000 EACH | 2300.00000 20700.00| 2600.00000 23400.00| 2500.00000 22500.00
INLET, A2, MODIFIED | | |
0062 720-45250 6.000 EACH | 2200.00000 13200.00| 3100.00000 18600.00| 2800.00000 16800.00
CATCH BASIN, K10 | | |
0063 720-45260 4.000 EACH | 1300.00000 5200.00| 1400.00000 5600.00| 1500.00000 6000.00
PIPE CATCH BASIN, 12 IN. | | |
0064 720-45375 1.000 EACH | 1500.00000 1500.00| 1725.00000 1725.00| 2000.00000 2000.00
PIPE CATCH BASIN, 24 IN., MODIFIED | | |
0065 720-45605 2.200 LFT | 750.00000 1650.00| 1500.00000 3300.00| 3000.00000 6600.00
STRUCTURE, MANHOLE, RECONSTRUCT , | | |
SANITARY SEWER | | |
0066 720-94612 4.000 EACH | 5500.00000 22000.00| 11900.00000 47600.00| 4750.00000 19000.00
MANHOLE, K4 | | |
0067 720-94840 9.000 EACH | 157.00000 1413.00| 225.00000 2025.00| 1200.00000 10800.00
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0068 720-95335 1.000 EACH | 12000.00000 12000.00| 25500.00000 25500.00| 12000.00000 12000.00
MANHOLE, M4 | | |
0069 720-95422 5.000 EACH | 4000.00000 20000.00| 8100.00000 40500.00| 6000.00000 30000.00
MANHOLE, J4 | | |
0070 720-96999 1.000 EACH | 5015.00000 5015.00| 2987.00000 2987.00| 5000.00000 5000.00
FIRE HYDRANT ASSEMBLY | | |
0071 720-98174 2.000 EACH | 2750.00000 5500.00| 3600.00000 7200.00| 3200.00000 6400.00
INLET, B15 | | |
0072 720-98555 1.000 EACH | 2500.00000 2500.00| 3600.00000 3600.00| 2900.00000 2900.00
INLET, C15 | | |
0073 720-99315 2.000 EACH | 450.00000 900.00| 300.00000 600.00| 400.00000 800.00
CLEAN EXISTING CATCH BASINS , OR INLETS | | |
0074 720-99416 1.000 EACH | 2500.00000 2500.00| 3800.00000 3800.00| 2800.00000 2800.00
CATCH BASIN, B15 | | |
0075 720-99417 4.000 EACH | 2500.00000 10000.00| 3200.00000 12800.00| 3200.00000 12800.00
CATCH BASIN, C15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0844079 |( 6 ) 35-1636776
|MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 732-09197 2.000 EACH | 2887.00000 5774.00| 1438.93000 2877.86| 3000.00000 6000.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 4 IN. , WITH TAPPING | | |
SLEEVE | | |
0078 732-90573 1221.000 LFT | 26.00000 31746.00| 15.35000 18742.35| 35.00000 42735.00
WATER SERVICE LINE, 0.75 IN , HDPE | | |
0080 732-91742 1.000 EACH | 3386.00000 3386.00| 1000.00000 1000.00| 3400.00000 3400.00
FIRE HYDRANT , RELOCATE | | |
0081 801-03290 4.000 EACH | 400.00000 1600.00| 250.00000 1000.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0082 801-04308 8.000 EACH | 585.00000 4680.00| 350.00000 2800.00| 400.00000 3200.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0083 801-06625 30.000 EACH | 166.00000 4980.00| 105.00000 3150.00| 100.00000 3000.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0084 801-06640 60.000 EACH | 210.00000 12600.00| 150.00000 9000.00| 175.00000 10500.00
CONSTRUCTION SIGN, A | | |
0085 801-06645 34.000 EACH | 26.00000 884.00| 60.00000 2040.00| 100.00000 3400.00
CONSTRUCTION SIGN, B | | |
0086 801-06775 LUMP | 68052.56000 68052.56| 34700.00000 34700.00| 170000.00000 170000.00
MAINTAINING TRAFFIC | | |
0087 801-07118 660.000 LFT | 20.25000 13365.00| 15.00000 9900.00| 15.00000 9900.00
BARRICADE, III-A | | |
0088 802-76025 115.000 SFT | 23.00000 2645.00| 19.00000 2185.00| 25.00000 2875.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0089 802-76035 14.000 SFT | 17.00000 238.00| 20.00000 280.00| 30.00000 420.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0090 802-76055 466.000 LFT | 9.50000 4427.00| 10.00000 4660.00| 12.00000 5592.00
SIGN POST, A | | |
0091 808-75245 4982.000 LFT | 0.50000 2491.00| 0.80000 3985.60| 3.00000 14946.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0092 808-75297 281.000 LFT | 4.40000 1236.40| 4.70000 1320.70| 12.00000 3372.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0093 808-75300 1288.000 LFT | 1.11000 1429.68| 2.00000 2576.00| 5.00000 6440.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 220 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 220 CONTRACT ID : R -29529-A COUNTIES : FAYETTE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0844079 |( 6 ) 35-1636776
|MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 715-02743 1.000 EACH | 1444.00000 1444.00| 5415.00000 5415.00| 1500.00000 1500.00
GATE VALVE WITH VALVE BOX, 4 IN. , | | |
RESTRAINED, DI | | |
0095 732-03053 8.000 EACH | 2341.00000 18728.00| 9854.00000 78832.00| 2500.00000 20000.00
METER PIT , WATER | | |
SECTION TOTALS | $ 2,484,480.00| $ 2,864,455.86| $ 3,191,363.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,484,480.00| $ 2,864,455.86| $ 3,191,363.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 11/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500842
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 1,126,452.12 100.0000%
2 35-1068009 DYER CONSTRUCTION CO $ 1,167,036.37 103.6028%
3 35-1035122 GARIUP CONSTRUCTION CO INC $ 1,264,700.00 112.2729%
4 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,297,547.86 115.1889%
5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,456,283.09 129.2805%
6 35-1120685 WALSH & KELLY INC $ 1,479,742.05 131.3631%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1068009 |( 3 ) 35-1035122
|ELLAS CONSTRUCTION COMPANY I |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT BIKE/PEDESTRIAN FACILITIES
| | |
0001 105-06845 LUMP | 58500.00000 58500.00| 13200.00000 13200.00| 65000.00000 65000.00
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 | 55000.00000 55000.00| 58700.00000 58700.00| 51826.70000 51826.70
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 11000.00000 11000.00| 21500.00000 21500.00| 17000.00000 17000.00
CLEARING RIGHT OF WAY | | |
0009 202-01405 100.000 CYS | 60.70000 6070.00| 82.50000 8250.00| 60.00000 6000.00
CONTAMINATED SOIL, REMOVE AND DISPOSE | | |
0010 202-02278 716.000 LFT | 5.36000 3837.76| 4.20000 3007.20| 5.00000 3580.00
CURB, CONCRETE, REMOVE | | |
0011 202-02279 148.000 LFT | 5.36000 793.28| 4.80000 710.40| 6.00000 888.00
CURB AND GUTTER, REMOVE | | |
0012 202-07602 10.000 EACH | 1200.00000 12000.00| 60.00000 600.00| 350.00000 3500.00
TESTING FOR WASTE, B | | |
0013 202-08429 140000.000 GAL | 0.35000 49000.00| 0.20000 28000.00| 0.40000 56000.00
REGULATED MATERIALS, DISPOSE, B | | |
0014 202-08430 140000.000 GAL | 0.08000 11200.00| 0.15000 21000.00| 0.10000 14000.00
REGULATED MATERIALS, REMOVE, B | | |
0015 202-08431 140000.000 GAL | 0.08000 11200.00| 0.20000 28000.00| 0.10000 14000.00
REGULATED MATERIALS, TRANSPORT, B | | |
0016 202-52710 76.000 SYS | 11.86000 901.36| 11.30000 858.80| 15.00000 1140.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-60815 334.000 LFT | 5.36000 1790.24| 8.95000 2989.30| 18.00000 6012.00
CENTER CURB, REMOVE | | |
0018 202-92222 1.000 EACH | 1200.00000 1200.00| 400.00000 400.00| 1200.00000 1200.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1068009 |( 3 ) 35-1035122
|ELLAS CONSTRUCTION COMPANY I |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 7463.000 CYS | 12.27000 91571.01| 16.35000 122020.05| 21.00000 156723.00
EXCAVATION, COMMON | | |
0020 205-06932 150.000 LFT | 9.90000 1485.00| 7.50000 1125.00| 11.00000 1650.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06933 5.000 EACH | 125.00000 625.00| 95.00000 475.00| 200.00000 1000.00
TEMPORARY DITCH INLET PROTECTION | | |
0022 205-06937 1580.000 LFT | 1.88000 2970.40| 2.55000 4029.00| 2.50000 3950.00
TEMPORARY SILT FENCE | | |
0026 301-07448 267.000 TON | 26.88000 7176.96| 23.00000 6141.00| 19.00000 5073.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 304-07783 595.000 TON | 78.00000 46410.00| 78.00000 46410.00| 85.00000 50575.00
HMA PATCHING, TYPE D | | |
0028 402-07432 96.000 TON | 88.00000 8448.00| 88.00000 8448.00| 95.00000 9120.00
HMA SURFACE, TYPE A | | |
0029 402-07435 129.000 TON | 73.00000 9417.00| 73.00000 9417.00| 80.00000 10320.00
HMA INTERMEDIATE, TYPE A | | |
0030 402-07784 58.000 TON | 105.00000 6090.00| 105.00000 6090.00| 115.00000 6670.00
HMA SURFACE, TYPE D | | |
0031 402-07785 96.000 TON | 85.00000 8160.00| 85.00000 8160.00| 95.00000 9120.00
HMA INTERMEDIATE, TYPE D | | |
0032 402-07786 415.000 TON | 65.00000 26975.00| 65.00000 26975.00| 70.00000 29050.00
HMA BASE, TYPE D | | |
0033 406-05520 0.820 TON | 1500.00000 1230.00| 1500.00000 1230.00| 1700.00000 1394.00
ASPHALT FOR TACK COAT | | |
0034 601-03929 25.000 LFT | 70.00000 1750.00| 42.00000 1050.00| 46.00000 1150.00
GUARDRAIL, W BEAM, SHOP CURVED, 3 FT. 1 | | |
5 IN. SPACING | | |
0035 601-05999 4.000 EACH | 36.00000 144.00| 60.00000 240.00| 65.00000 260.00
CURVED TERMINAL END | | |
0036 601-06854 2.000 EACH | 1785.00000 3570.00| 2500.00000 5000.00| 2700.00000 5400.00
GUARDRAIL, W-BEAM, NESTED , MODIFIED | | |
0037 601-99105 25.000 LFT | 33.00000 825.00| 17.50000 437.50| 20.00000 500.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 601-99106 18.750 LFT | 72.00000 1350.00| 36.00000 675.00| 40.00000 750.00
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0039 603-06045 382.000 LFT | 21.00000 8022.00| 17.00000 6494.00| 19.00000 7258.00
FENCE, CHAIN LINK, 48 IN. | | |
0040 604-91531 197.000 SYS | 44.00000 8668.00| 34.00000 6698.00| 42.00000 8274.00
SIDEWALK, CONCRETE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1068009 |( 3 ) 35-1035122
|ELLAS CONSTRUCTION COMPANY I |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 605-06140 148.000 LFT | 30.50000 4514.00| 23.00000 3404.00| 22.00000 3256.00
CURB AND GUTTER, CONCRETE | | |
0042 616-02320 60.000 SYS | 2.50000 150.00| 4.00000 240.00| 6.00000 360.00
GEOTEXTILES | | |
0043 616-06405 32.000 TON | 90.00000 2880.00| 55.00000 1760.00| 70.00000 2240.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 600.00000 1200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06570 438.000 CYS | 15.70000 6876.60| 41.00000 17958.00| 45.00000 19710.00
TOP SOIL | | |
0046 621-06575 3552.000 SYS | 3.56000 12645.12| 3.56000 12645.12| 6.00000 21312.00
SODDING, NURSERY | | |
0047 628-09401 6.000 MOS | 2400.00000 14400.00| 1650.00000 9900.00| 2600.00000 15600.00
FIELD OFFICE, A | | |
0048 712-04131 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 1200.00000 1200.00
STRUCTURE , MANHOLE, RECONSTRUCT | | |
0050 715-03584 1.000 EACH | 700.00000 700.00| 640.00000 640.00| 800.00000 800.00
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0051 715-03795 34.000 LFT | 30.00000 1020.00| 59.00000 2006.00| 40.00000 1360.00
PIPE, DUCTILE IRON, 6 IN. | | |
0052 715-05149 40.000 LFT | 35.00000 1400.00| 35.00000 1400.00| 40.00000 1600.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0053 715-05152 284.000 LFT | 42.50000 12070.00| 56.00000 15904.00| 50.00000 14200.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0054 715-05162 215.000 LFT | 92.00000 19780.00| 12.00000 2580.00| 100.00000 21500.00
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0055 715-05407 288.000 LFT | 5.00000 1440.00| 7.50000 2160.00| 10.00000 2880.00
PIPE, END BENT DRAIN, 6 IN. | | |
0056 715-06492 1.000 EACH | 2775.00000 2775.00| 2600.00000 2600.00| 3500.00000 3500.00
CONCRETE ANCHOR, 54 IN. | | |
0057 715-90052 LUMP | 100000.00000 100000.00| 98000.00000 98000.00| 45000.00000 45000.00
LIFT STATION | | |
0058 720-44000 3.000 EACH | 400.00000 1200.00| 365.00000 1095.00| 300.00000 900.00
CASTING, ADJUST TO GRADE | | |
0059 720-44010 2.000 EACH | 500.00000 1000.00| 515.00000 1030.00| 480.00000 960.00
CASTING, 1, FURNISH AND ADJUST TO GRADE | | |
0060 720-45035 1.000 EACH | 1500.00000 1500.00| 1600.00000 1600.00| 1700.00000 1700.00
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1068009 |( 3 ) 35-1035122
|ELLAS CONSTRUCTION COMPANY I |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 720-45270 4.000 EACH | 1240.00000 4960.00| 1125.00000 4500.00| 1200.00000 4800.00
PIPE CATCH BASIN, 18 IN. | | |
0062 720-45410 2.000 EACH | 2300.00000 4600.00| 2000.00000 4000.00| 2500.00000 5000.00
MANHOLE, C4 | | |
0063 720-93501 1.000 EACH | 6000.00000 6000.00| 5225.00000 5225.00| 5500.00000 5500.00
MANHOLE, L4 | | |
0064 720-95409 1.000 EACH | 4500.00000 4500.00| 2200.00000 2200.00| 4000.00000 4000.00
MANHOLE, J4, MODIFIED | | |
0065 723-09568 120.000 LFT | 2800.00000 336000.00| 2690.00000 322800.00| 2200.00000 264000.00
STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | |
X 110 IN. | | |
0066 801-03290 2.000 EACH | 160.00000 320.00| 178.00000 356.00| 200.00000 400.00
CONSTRUCTION SIGN, C | | |
0069 801-06640 22.000 EACH | 110.00000 2420.00| 93.00000 2046.00| 130.00000 2860.00
CONSTRUCTION SIGN, A | | |
0070 801-06645 4.000 EACH | 55.00000 220.00| 34.00000 136.00| 65.00000 260.00
CONSTRUCTION SIGN, B | | |
0071 801-06710 240.000 DAY | 5.36000 1286.40| 10.00000 2400.00| 8.00000 1920.00
FLASHING ARROW SIGN | | |
0072 801-06775 LUMP | 9161.00000 9161.00| 12444.53000 12444.53| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0073 801-07118 144.000 LFT | 8.00000 1152.00| 9.45000 1360.80| 10.00000 1440.00
BARRICADE, III-A | | |
0074 801-08508 230.000 LFT | 49.35000 11350.50| 116.00000 26680.00| 70.00000 16100.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0075 801-99182 2.000 EACH | 4395.00000 8790.00| 3730.00000 7460.00| 5000.00000 10000.00
TEMPORARY CHANGEABLE MESSAGE SIGN, | | |
INSTALL AND MAINTAIN | | |
0076 802-76025 10.500 SFT | 23.00000 241.50| 42.00000 441.00| 22.00000 231.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0077 802-96248 32.000 LFT | 52.00000 1664.00| 40.00000 1280.00| 37.00000 1184.00
POST, WOOD, 4 IN. X 4 IN. | | |
0078 807-04744 LUMP | 8950.00000 8950.00| 9000.00000 9000.00| 7800.00000 7800.00
LIGHTING , UNDERPASS | | |
0079 807-86805 1.000 EACH | 3245.00000 3245.00| 3245.00000 3245.00| 2700.00000 2700.00
SERVICE POINT, I | | |
0080 808-05866 5.000 SYS | 50.00000 250.00| 10.26000 51.30| 56.00000 280.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1068009 |( 3 ) 35-1035122
|ELLAS CONSTRUCTION COMPANY I |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 808-06368 138.000 LFT | 1.25000 172.50| 2.28000 314.64| 1.40000 193.20
TRANSVERSE MARKING, REMOVE | | |
0082 808-06701 580.000 LFT | 0.36000 208.80| 0.38000 220.40| 0.40000 232.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0083 808-06703 2945.000 LFT | 0.36000 1060.20| 0.40000 1178.00| 0.40000 1178.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0084 808-06714 865.000 LFT | 0.60000 519.00| 0.65000 562.25| 0.70000 605.50
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0085 808-06716 10184.000 LFT | 0.33000 3360.72| 0.38000 3869.92| 0.40000 4073.60
LINE, REMOVE | | |
0086 808-75278 325.000 LFT | 1.75000 568.75| 1.85000 601.25| 2.00000 650.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0087 808-75297 45.000 LFT | 3.55000 159.75| 3.75000 168.75| 4.00000 180.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0088 808-75320 5.000 EACH | 60.00000 300.00| 65.00000 325.00| 70.00000 350.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0089 808-75325 5.000 EACH | 85.00000 425.00| 88.00000 440.00| 95.00000 475.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0090 808-92027 2270.000 LFT | 0.72000 1634.40| 0.76000 1725.20| 0.80000 1816.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0091 801-06207 6598.000 LFT | 0.94000 6202.12| 0.89000 5872.22| 1.00000 6598.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0092 801-06218 91.000 LFT | 5.25000 477.75| 5.34000 485.94| 6.00000 546.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0093 621-06567 17.000 kGAL | 1.00000 17.00| 1.00000 17.00| 5.00000 85.00
WATER | | |
0094 805-02971 LUMP | 5302.00000 5302.00| 5302.00000 5302.00| 6000.00000 6000.00
ELECTRICAL SERVICE | | |
0095 211-09264 276.400 CYS | 20.00000 5528.00| 32.00000 8844.80| 20.00000 5528.00
STRUCTURE BACKFILL, TYPE 1 | | |
0096 211-09266 1200.000 CYS | 25.50000 30600.00| 32.00000 38400.00| 20.00000 24000.00
STRUCTURE BACKFILL, TYPE 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1068009 |( 3 ) 35-1035122
|ELLAS CONSTRUCTION COMPANY I |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 213-09270 108.000 CYS | 100.00000 10800.00| 112.00000 12096.00| 90.00000 9720.00
FLOWABLE BACKFILL, REMOVEABLE | | |
0098 723-08608 3456.000 SFT | 1.00000 3456.00| 13.50000 46656.00| 38.00000 131328.00
WINGWALL | | |
0099 805-01746 LUMP | 1664.00000 1664.00| 1664.00000 1664.00| 20000.00000 20000.00
INTERCONNECT CABLE, RELOCATE | | |
0100 202-93135 LUMP | 5200.00000 5200.00| 6960.00000 6960.00| 5000.00000 5000.00
RAILROAD CROSSING, REMOVE | | |
SECTION TOTALS | $ 1,126,452.12| $ 1,167,036.37| $ 1,264,700.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,126,452.12| $ 1,167,036.37| $ 1,264,700.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1035114 |( 5 ) 35-0918397 |( 6 ) 35-1120685
|SUPERIOR CONSTRUCTION CO |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 ENHANCEMENT BIKE/PEDESTRIAN FACILITIES
| | |
0001 105-06845 LUMP | 147000.00000 147000.00| 37500.00000 37500.00| 15000.00000 15000.00
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 | 65000.00000 65000.00| 72987.00000 72987.00| 73800.00000 73800.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 13000.00000 13000.00| 63400.00000 63400.00| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0009 202-01405 100.000 CYS | 66.00000 6600.00| 92.89000 9289.00| 70.00000 7000.00
CONTAMINATED SOIL, REMOVE AND DISPOSE | | |
0010 202-02278 716.000 LFT | 8.50000 6086.00| 5.14000 3680.24| 6.00000 4296.00
CURB, CONCRETE, REMOVE | | |
0011 202-02279 148.000 LFT | 10.00000 1480.00| 19.00000 2812.00| 6.00000 888.00
CURB AND GUTTER, REMOVE | | |
0012 202-07602 10.000 EACH | 350.00000 3500.00| 175.00000 1750.00| 255.00000 2550.00
TESTING FOR WASTE, B | | |
0013 202-08429 140000.000 GAL | 0.07000 9800.00| 0.22000 30800.00| 0.52000 72800.00
REGULATED MATERIALS, DISPOSE, B | | |
0014 202-08430 140000.000 GAL | 0.07000 9800.00| 0.01000 1400.00| 0.10000 14000.00
REGULATED MATERIALS, REMOVE, B | | |
0015 202-08431 140000.000 GAL | 0.01000 1400.00| 0.05000 7000.00| 0.10000 14000.00
REGULATED MATERIALS, TRANSPORT, B | | |
0016 202-52710 76.000 SYS | 13.00000 988.00| 37.47000 2847.72| 7.00000 532.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-60815 334.000 LFT | 33.00000 11022.00| 18.00000 6012.00| 12.00000 4008.00
CENTER CURB, REMOVE | | |
0018 202-92222 1.000 EACH | 900.00000 900.00| 346.50000 346.50| 275.00000 275.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1035114 |( 5 ) 35-0918397 |( 6 ) 35-1120685
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 7463.000 CYS | 0.01000 74.63| 5.00000 37315.00| 2.50000 18657.50
EXCAVATION, COMMON | | |
0020 205-06932 150.000 LFT | 9.90000 1485.00| 9.90000 1485.00| 9.90000 1485.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06933 5.000 EACH | 125.00000 625.00| 125.00000 625.00| 125.00000 625.00
TEMPORARY DITCH INLET PROTECTION | | |
0022 205-06937 1580.000 LFT | 1.88000 2970.40| 1.88000 2970.40| 1.88000 2970.40
TEMPORARY SILT FENCE | | |
0026 301-07448 267.000 TON | 48.00000 12816.00| 35.14000 9382.38| 50.00000 13350.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 304-07783 595.000 TON | 78.00000 46410.00| 105.70000 62891.50| 125.00000 74375.00
HMA PATCHING, TYPE D | | |
0028 402-07432 96.000 TON | 88.00000 8448.00| 117.65000 11294.40| 125.00000 12000.00
HMA SURFACE, TYPE A | | |
0029 402-07435 129.000 TON | 73.00000 9417.00| 89.25000 11513.25| 110.00000 14190.00
HMA INTERMEDIATE, TYPE A | | |
0030 402-07784 58.000 TON | 105.00000 6090.00| 120.45000 6986.10| 150.00000 8700.00
HMA SURFACE, TYPE D | | |
0031 402-07785 96.000 TON | 85.00000 8160.00| 83.25000 7992.00| 125.00000 12000.00
HMA INTERMEDIATE, TYPE D | | |
0032 402-07786 415.000 TON | 65.00000 26975.00| 68.90000 28593.50| 100.00000 41500.00
HMA BASE, TYPE D | | |
0033 406-05520 0.820 TON | 1500.00000 1230.00| 550.00000 451.00| 2000.00000 1640.00
ASPHALT FOR TACK COAT | | |
0034 601-03929 25.000 LFT | 42.00000 1050.00| 70.00000 1750.00| 42.00000 1050.00
GUARDRAIL, W BEAM, SHOP CURVED, 3 FT. 1 | | |
5 IN. SPACING | | |
0035 601-05999 4.000 EACH | 60.00000 240.00| 36.00000 144.00| 60.00000 240.00
CURVED TERMINAL END | | |
0036 601-06854 2.000 EACH | 3000.00000 6000.00| 1785.00000 3570.00| 2500.00000 5000.00
GUARDRAIL, W-BEAM, NESTED , MODIFIED | | |
0037 601-99105 25.000 LFT | 17.50000 437.50| 33.00000 825.00| 17.50000 437.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 601-99106 18.750 LFT | 36.00000 675.00| 72.00000 1350.00| 36.00000 675.00
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0039 603-06045 382.000 LFT | 17.00000 6494.00| 21.00000 8022.00| 17.00000 6494.00
FENCE, CHAIN LINK, 48 IN. | | |
0040 604-91531 197.000 SYS | 45.00000 8865.00| 65.50000 12903.50| 55.00000 10835.00
SIDEWALK, CONCRETE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1035114 |( 5 ) 35-0918397 |( 6 ) 35-1120685
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 605-06140 148.000 LFT | 32.00000 4736.00| 23.50000 3478.00| 60.00000 8880.00
CURB AND GUTTER, CONCRETE | | |
0042 616-02320 60.000 SYS | 3.50000 210.00| 2.75000 165.00| 1.20000 72.00
GEOTEXTILES | | |
0043 616-06405 32.000 TON | 58.00000 1856.00| 81.00000 2592.00| 110.00000 3520.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06570 438.000 CYS | 15.00000 6570.00| 3.56000 1559.28| 50.00000 21900.00
TOP SOIL | | |
0046 621-06575 3552.000 SYS | 3.56000 12645.12| 1.00000 3552.00| 4.60000 16339.20
SODDING, NURSERY | | |
0047 628-09401 6.000 MOS | 1675.00000 10050.00| 4010.00000 24060.00| 3200.00000 19200.00
FIELD OFFICE, A | | |
0048 712-04131 LUMP | 5000.00000 5000.00| 1400.00000 1400.00| 1250.00000 1250.00
STRUCTURE , MANHOLE, RECONSTRUCT | | |
0050 715-03584 1.000 EACH | 500.00000 500.00| 1400.00000 1400.00| 1350.00000 1350.00
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0051 715-03795 34.000 LFT | 70.00000 2380.00| 48.00000 1632.00| 45.00000 1530.00
PIPE, DUCTILE IRON, 6 IN. | | |
0052 715-05149 40.000 LFT | 87.00000 3480.00| 38.00000 1520.00| 36.00000 1440.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0053 715-05152 284.000 LFT | 98.00000 27832.00| 41.00000 11644.00| 39.00000 11076.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0054 715-05162 215.000 LFT | 74.00000 15910.00| 50.00000 10750.00| 112.00000 24080.00
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0055 715-05407 288.000 LFT | 10.00000 2880.00| 15.00000 4320.00| 14.00000 4032.00
PIPE, END BENT DRAIN, 6 IN. | | |
0056 715-06492 1.000 EACH | 2000.00000 2000.00| 1000.00000 1000.00| 900.00000 900.00
CONCRETE ANCHOR, 54 IN. | | |
0057 715-90052 LUMP | 95500.00000 95500.00| 75000.00000 75000.00| 70000.00000 70000.00
LIFT STATION | | |
0058 720-44000 3.000 EACH | 500.00000 1500.00| 400.00000 1200.00| 350.00000 1050.00
CASTING, ADJUST TO GRADE | | |
0059 720-44010 2.000 EACH | 1500.00000 3000.00| 1000.00000 2000.00| 900.00000 1800.00
CASTING, 1, FURNISH AND ADJUST TO GRADE | | |
0060 720-45035 1.000 EACH | 5000.00000 5000.00| 1850.00000 1850.00| 1750.00000 1750.00
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1035114 |( 5 ) 35-0918397 |( 6 ) 35-1120685
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 720-45270 4.000 EACH | 3000.00000 12000.00| 1575.00000 6300.00| 1500.00000 6000.00
PIPE CATCH BASIN, 18 IN. | | |
0062 720-45410 2.000 EACH | 4000.00000 8000.00| 2100.00000 4200.00| 2000.00000 4000.00
MANHOLE, C4 | | |
0063 720-93501 1.000 EACH | 14000.00000 14000.00| 6200.00000 6200.00| 5900.00000 5900.00
MANHOLE, L4 | | |
0064 720-95409 1.000 EACH | 5000.00000 5000.00| 3900.00000 3900.00| 3700.00000 3700.00
MANHOLE, J4, MODIFIED | | |
0065 723-09568 120.000 LFT | 3000.00000 360000.00| 4650.00000 558000.00| 3325.00000 399000.00
STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | |
X 110 IN. | | |
0066 801-03290 2.000 EACH | 178.00000 356.00| 178.00000 356.00| 160.00000 320.00
CONSTRUCTION SIGN, C | | |
0069 801-06640 22.000 EACH | 93.00000 2046.00| 93.00000 2046.00| 110.00000 2420.00
CONSTRUCTION SIGN, A | | |
0070 801-06645 4.000 EACH | 34.00000 136.00| 34.00000 136.00| 55.00000 220.00
CONSTRUCTION SIGN, B | | |
0071 801-06710 240.000 DAY | 10.00000 2400.00| 10.00000 2400.00| 5.36000 1286.40
FLASHING ARROW SIGN | | |
0072 801-06775 LUMP | 145000.00000 145000.00| 54900.00000 54900.00| 12000.00000 12000.00
MAINTAINING TRAFFIC | | |
0073 801-07118 144.000 LFT | 9.45000 1360.80| 9.45000 1360.80| 8.00000 1152.00
BARRICADE, III-A | | |
0074 801-08508 230.000 LFT | 25.00000 5750.00| 93.57000 21521.10| 92.87000 21360.10
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0075 801-99182 2.000 EACH | 3730.00000 7460.00| 3730.00000 7460.00| 4395.00000 8790.00
TEMPORARY CHANGEABLE MESSAGE SIGN, | | |
INSTALL AND MAINTAIN | | |
0076 802-76025 10.500 SFT | 23.00000 241.50| 23.00000 241.50| 23.00000 241.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0077 802-96248 32.000 LFT | 52.00000 1664.00| 52.00000 1664.00| 40.00000 1280.00
POST, WOOD, 4 IN. X 4 IN. | | |
0078 807-04744 LUMP | 8950.00000 8950.00| 8950.00000 8950.00| 8950.00000 8950.00
LIGHTING , UNDERPASS | | |
0079 807-86805 1.000 EACH | 3245.00000 3245.00| 3245.00000 3245.00| 3245.00000 3245.00
SERVICE POINT, I | | |
0080 808-05866 5.000 SYS | 10.26000 51.30| 10.26000 51.30| 50.00000 250.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1035114 |( 5 ) 35-0918397 |( 6 ) 35-1120685
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 808-06368 138.000 LFT | 2.28000 314.64| 2.28000 314.64| 1.25000 172.50
TRANSVERSE MARKING, REMOVE | | |
0082 808-06701 580.000 LFT | 0.75000 435.00| 0.36000 208.80| 0.36000 208.80
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0083 808-06703 2945.000 LFT | 0.75000 2208.75| 0.36000 1060.20| 0.36000 1060.20
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0084 808-06714 865.000 LFT | 1.00000 865.00| 0.60000 519.00| 0.60000 519.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0085 808-06716 10184.000 LFT | 0.25000 2546.00| 0.38000 3869.92| 0.33000 3360.72
LINE, REMOVE | | |
0086 808-75278 325.000 LFT | 3.00000 975.00| 1.75000 568.75| 1.75000 568.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0087 808-75297 45.000 LFT | 6.00000 270.00| 3.55000 159.75| 3.55000 159.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0088 808-75320 5.000 EACH | 75.00000 375.00| 60.00000 300.00| 60.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0089 808-75325 5.000 EACH | 90.00000 450.00| 85.00000 425.00| 85.00000 425.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0090 808-92027 2270.000 LFT | 1.25000 2837.50| 0.72000 1634.40| 0.72000 1634.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0091 801-06207 6598.000 LFT | 0.89000 5872.22| 0.89000 5872.22| 0.94000 6202.12
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0092 801-06218 91.000 LFT | 5.34000 485.94| 5.34000 485.94| 5.25000 477.75
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0093 621-06567 17.000 kGAL | 1.00000 17.00| 1.04000 17.68| 1.00000 17.00
WATER | | |
0094 805-02971 LUMP | 5302.00000 5302.00| 5302.00000 5302.00| 5302.00000 5302.00
ELECTRICAL SERVICE | | |
0095 211-09264 276.400 CYS | 30.00000 8292.00| 20.00000 5528.00| 5.00000 1382.00
STRUCTURE BACKFILL, TYPE 1 | | |
0096 211-09266 1200.000 CYS | 30.00000 36000.00| 33.87000 40644.00| 15.00000 18000.00
STRUCTURE BACKFILL, TYPE 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 230 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 230 CONTRACT ID : R -29619-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1035114 |( 5 ) 35-0918397 |( 6 ) 35-1120685
|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 213-09270 108.000 CYS | 175.00000 18900.00| 207.79000 22441.32| 120.00000 12960.00
FLOWABLE BACKFILL, REMOVEABLE | | |
0098 723-08608 3456.000 SFT | 0.01000 34.56| 20.00000 69120.00| 79.57000 274993.92
WINGWALL | | |
0099 805-01746 LUMP | 1664.00000 1664.00| 1664.00000 1664.00| 1664.00000 1664.00
INTERCONNECT CABLE, RELOCATE | | |
0100 202-93135 LUMP | 5000.00000 5000.00| 13250.00000 13250.00| 8721.54000 8721.54
RAILROAD CROSSING, REMOVE | | |
SECTION TOTALS | $ 1,297,547.86| $ 1,456,283.09| $ 1,479,742.05
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,297,547.86| $ 1,456,283.09| $ 1,479,742.05
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500180
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,129,742.00 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,184,334.55 102.5633%
3 38-1625197 SELGE CONSTRUCTION CO INC $ 2,263,981.76 106.3031%
4 35-1120685 WALSH & KELLY INC $ 2,403,140.07 112.8371%
5 35-1489621 HRP CONSTRUCTION INC $ 2,438,358.27 114.4908%
6 35-1185040 NIBLOCK EXCAVATING INC $ 2,493,952.00 117.1011%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -2
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 82000.00000 82000.00| 23000.00000 23000.00| 20000.00000 20000.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 118780.62000 118780.62| 101619.14000 101619.14| 126300.00000 126300.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 131710.00000 131710.00| 131710.00000 131710.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0010 202-02241 75.000 LFT | 6.30000 472.50| 6.30000 472.50| 10.00000 750.00
GUARDRAIL, REMOVE | | |
0011 202-06542 1.000 EACH | 5200.00000 5200.00| 5200.00000 5200.00| 5200.00000 5200.00
RELOCATE , WARNING SIREN | | |
0012 202-51330 LUMP | 15513.00000 15513.00| 15513.00000 15513.00| 39250.00000 39250.00
PRESENT STRUCTURE, REMOVE , #102 | | |
0013 202-51330 LUMP | 7180.00000 7180.00| 7180.00000 7180.00| 39250.00000 39250.00
PRESENT STRUCTURE, REMOVE , #111 | | |
0014 203-02000 12285.000 CYS | 5.78000 71007.30| 3.85000 47297.25| 10.85000 133292.25
EXCAVATION, COMMON | | |
0015 203-02070 2435.000 CYS | 1.00000 2435.00| 16.25000 39568.75| 8.35000 20332.25
BORROW | | |
0016 205-03371 10.000 CYS | 34.80000 348.00| 34.80000 348.00| 75.00000 750.00
SEDIMENT, REMOVE | | |
0017 205-06931 138.000 TON | 44.90000 6196.20| 44.90000 6196.20| 50.00000 6900.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06937 3260.000 LFT | 1.55000 5053.00| 1.55000 5053.00| 1.64000 5346.40
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -3
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-09543 100.000 TON | 28.00000 2800.00| 28.00000 2800.00| 43.85000 4385.00
NO 2 STONE | | |
0020 207-08263 19885.000 SYS | 5.45000 108373.25| 5.20000 103402.00| 5.60000 111356.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-09264 456.000 CYS | 3.35000 1527.60| 3.35000 1527.60| 9.55000 4354.80
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09265 1499.000 CYS | 42.90000 64307.10| 42.90000 64307.10| 38.05000 57036.95
STRUCTURE BACKFILL, TYPE 2 | | |
0023 211-09268 263.000 CYS | 58.60000 15411.80| 58.60000 15411.80| 83.00000 21829.00
STRUCTURE BACKFILL, TYPE 5 | | |
0024 301-07448 570.000 TON | 23.75000 13537.50| 24.00000 13680.00| 25.00000 14250.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-01180 1740.000 TON | 23.75000 41325.00| 24.00000 41760.00| 25.00000 43500.00
COMPACTED AGGREGATE, NO. 53 | | |
0026 304-07494 107.000 TON | 97.00000 10379.00| 64.00000 6848.00| 97.00000 10379.00
WIDENING WITH HMA, TYPE C | | |
0027 306-08043 1258.000 SYS | 1.75000 2201.50| 5.60000 7044.80| 3.00000 3774.00
MILLING, TRANSITION | | |
0028 401-07321 1513.000 TON | 62.00000 93806.00| 63.70000 96378.10| 62.00000 93806.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0029 401-07390 1986.000 TON | 49.00000 97314.00| 56.50000 112209.00| 49.00000 97314.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0030 401-07407 7480.000 TON | 45.00000 336600.00| 49.50000 370260.00| 45.00000 336600.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0031 406-05520 16.700 TON | 1.00000 16.70| 200.00000 3340.00| 1.00000 16.70
ASPHALT FOR TACK COAT | | |
0032 502-06329 203.000 SYS | 84.00000 17052.00| 105.00000 21315.00| 105.00000 21315.00
PCCP, 12 IN. , DECORATIVE | | |
0033 601-06854 4.000 EACH | 3150.00000 12600.00| 3150.00000 12600.00| 3150.00000 12600.00
GUARDRAIL, W-BEAM, NESTED | | |
0034 601-06855 4.000 EACH | 840.00000 3360.00| 840.00000 3360.00| 840.00000 3360.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0035 601-06856 4.000 EACH | 285.00000 1140.00| 285.00000 1140.00| 285.00000 1140.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0036 601-94689 4.000 EACH | 2375.00000 9500.00| 3400.00000 13600.00| 2375.00000 9500.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 847.000 LFT | 14.90000 12620.30| 14.90000 12620.30| 14.90000 12620.30
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 604-04740 804.000 SFT | 9.00000 7236.00| 22.00000 17688.00| 10.00000 8040.00
PAVERS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -4
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 605-06140 2499.000 LFT | 14.75000 36860.25| 13.50000 33736.50| 15.75000 39359.25
CURB AND GUTTER, CONCRETE | | |
0040 605-06145 827.000 LFT | 14.75000 12198.25| 13.50000 11164.50| 21.85000 18069.95
CURB AND GUTTER, B, CONCRETE | | |
0041 605-06155 2023.000 LFT | 14.75000 29839.25| 16.60000 33581.80| 17.40000 35200.20
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0042 605-06160 289.000 LFT | 21.00000 6069.00| 17.50000 5057.50| 22.00000 6358.00
CURB AND GUTTER, B, CONCRETE, MODIFIED | | |
0043 605-08636 210.000 LFT | 14.75000 3097.50| 49.00000 10290.00| 37.00000 7770.00
CURB AND GUTTER, TURNOUT, COMBINED | | |
0044 607-06175 270.000 LFT | 28.75000 7762.50| 57.00000 15390.00| 34.00000 9180.00
GUTTER, CONCRETE | | |
0045 607-06335 740.000 LFT | 28.75000 21275.00| 57.00000 42180.00| 44.50000 32930.00
PAVED SIDE DITCH, A | | |
0046 615-06505 8.000 EACH | 660.00000 5280.00| 660.00000 5280.00| 660.00000 5280.00
MONUMENT, B | | |
0047 615-06510 1.000 EACH | 520.00000 520.00| 520.00000 520.00| 520.00000 520.00
MONUMENT, C | | |
0048 616-02320 1862.000 SYS | 1.45000 2699.90| 1.45000 2699.90| 2.00000 3724.00
GEOTEXTILES | | |
0049 616-05688 1052.000 TON | 62.75000 66013.00| 62.75000 66013.00| 65.00000 68380.00
RIPRAP, CLASS 1 | | |
0050 616-06405 794.000 TON | 43.25000 34340.50| 43.25000 34340.50| 44.00000 34936.00
RIPRAP, REVETMENT | | |
0051 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00| 425.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0052 621-04978 23.000 SYS | 43.75000 1006.25| 43.75000 1006.25| 43.75000 1006.25
SEED MIXTURE , BMP | | |
0053 621-06545 0.900 TON | 1554.00000 1398.60| 1554.00000 1398.60| 1554.00000 1398.60
FERTILIZER | | |
0054 621-06553 365.000 LBS | 2.65000 967.25| 2.65000 967.25| 2.65000 967.25
SEED MIXTURE, R | | |
0055 621-06565 4.300 TON | 335.00000 1440.50| 335.00000 1440.50| 335.00000 1440.50
MULCHING MATERIAL | | |
0056 621-06567 34.200 kGAL | 1.00000 34.20| 1.00000 34.20| 1.00000 34.20
WATER | | |
0057 621-06574 9409.000 SYS | 5.21000 49020.89| 5.21000 49020.89| 2.76000 25968.84
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -5
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 628-09402 8.000 MOS | 1900.00000 15200.00| 2078.00000 16624.00| 2050.00000 16400.00
FIELD OFFICE, B | | |
0059 714-08514 1026.000 SFT | 92.96000 95376.96| 93.55000 95982.30| 35.50000 36423.00
WINGWALL | | |
0060 715-05019 341.000 LFT | 64.50000 21994.50| 64.50000 21994.50| 73.50000 25063.50
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0061 715-05024 137.000 LFT | 70.50000 9658.50| 70.50000 9658.50| 74.00000 10138.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0062 715-05169 56.000 LFT | 42.00000 2352.00| 42.00000 2352.00| 39.75000 2226.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0063 715-46005 2.000 EACH | 340.00000 680.00| 340.00000 680.00| 350.00000 700.00
PIPE END SECTION, 15 IN. | | |
0064 715-46040 8.000 EACH | 755.00000 6040.00| 755.00000 6040.00| 765.00000 6120.00
PIPE END SECTION, 36 IN. | | |
0065 720-45415 1.000 EACH | 7185.00000 7185.00| 7185.00000 7185.00| 4525.00000 4525.00
MANHOLE, D4 | | |
0066 723-07311 65.000 LFT | 1664.62000 108200.30| 1651.00000 107315.00| 3160.00000 205400.00
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
0067 723-07595 216.000 LFT | 1038.81000 224382.96| 1041.00000 224856.00| 1495.00000 322920.00
STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | |
X 84 IN. | | |
0068 801-04308 12.000 EACH | 139.00000 1668.00| 139.00000 1668.00| 139.00000 1668.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06625 56.000 EACH | 50.00000 2800.00| 50.00000 2800.00| 50.00000 2800.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0070 801-06640 11.000 EACH | 65.00000 715.00| 65.00000 715.00| 65.00000 715.00
CONSTRUCTION SIGN, A | | |
0071 801-06645 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
CONSTRUCTION SIGN, B | | |
0072 801-06775 LUMP | 450.00000 450.00| 13000.00000 13000.00| 600.00000 600.00
MAINTAINING TRAFFIC | | |
0073 801-07118 144.000 LFT | 10.00000 1440.00| 10.00000 1440.00| 10.00000 1440.00
BARRICADE, III-A | | |
0074 801-07119 96.000 LFT | 10.00000 960.00| 10.00000 960.00| 10.00000 960.00
BARRICADE, III-B | | |
0075 802-05701 204.000 LFT | 13.40000 2733.60| 13.40000 2733.60| 13.40000 2733.60
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -6
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 802-05703 53.000 LFT | 16.10000 853.30| 16.10000 853.30| 16.10000 853.30
SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | |
BASE | | |
0077 802-07059 17.000 EACH | 28.00000 476.00| 28.00000 476.00| 28.00000 476.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0078 802-76025 94.700 SFT | 13.40000 1268.98| 13.40000 1268.98| 13.40000 1268.98
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0079 802-76035 53.400 SFT | 14.20000 758.28| 14.20000 758.28| 14.20000 758.28
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 802-76045 102.000 SFT | 15.30000 1560.60| 15.30000 1560.60| 15.30000 1560.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0081 805-06003 1.000 EACH | 3180.00000 3180.00| 3180.00000 3180.00| 3180.00000 3180.00
POLE, WOOD , H2, 65 FT | | |
0082 805-06592 278.000 LFT | 10.00000 2780.00| 10.00000 2780.00| 10.00000 2780.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0083 805-95888 278.000 LFT | 5.10000 1417.80| 5.10000 1417.80| 5.10000 1417.80
WIRE, NO. 8 COPPER, 1C , IN PLASTIC | | |
DUCT, IN CONDUIT | | |
0084 805-95888 621.000 LFT | 5.10000 3167.10| 5.10000 3167.10| 5.10000 3167.10
WIRE, NO. 8 COPPER, 1C , IN PLASTIC | | |
DUCT, IN TRENCH | | |
0085 807-02191 2.000 EACH | 585.00000 1170.00| 585.00000 1170.00| 585.00000 1170.00
HANDHOLE, LIGHTING | | |
0086 807-02193 8.000 EACH | 740.00000 5920.00| 740.00000 5920.00| 740.00000 5920.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0087 807-83648 8.000 EACH | 1450.00000 11600.00| 1450.00000 11600.00| 1450.00000 11600.00
LIGHT POLE, 36 FT. E.M.H., 10.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0088 807-86605 8.000 EACH | 292.00000 2336.00| 292.00000 2336.00| 292.00000 2336.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0089 807-86805 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00
SERVICE POINT, I | | |
0090 807-86910 8.000 EACH | 18.00000 144.00| 18.00000 144.00| 18.00000 144.00
CONNECTOR KIT, UNFUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -7
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 807-86915 8.000 EACH | 18.00000 144.00| 18.00000 144.00| 18.00000 144.00
CONNECTOR KIT, FUSED | | |
0092 807-86920 16.000 EACH | 9.00000 144.00| 9.00000 144.00| 9.00000 144.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0093 807-86930 19.000 EACH | 7.00000 133.00| 7.00000 133.00| 7.00000 133.00
INSULATION LINK, NONWATERPROOFED | | |
0094 807-86935 8.000 EACH | 11.00000 88.00| 11.00000 88.00| 11.00000 88.00
INSULATION LINK, WATERPROOFED | | |
0095 807-87556 920.000 LFT | 0.42000 386.40| 0.42000 386.40| 0.42000 386.40
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0096 808-04767 75.000 LFT | 0.88000 66.00| 1.75000 131.25| 0.88000 66.00
LINE , THERMOPLASTIC, DOTTED, WHITE, 6 | | |
IN. | | |
0097 808-04767 80.000 LFT | 2.85000 228.00| 3.00000 240.00| 2.85000 228.00
LINE , YIELD LINE, THERMOPLASTIC, BROKE | | |
0098 808-06701 358.000 LFT | 0.48000 171.84| 0.28000 100.24| 0.48000 171.84
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0099 808-06703 5421.000 LFT | 0.48000 2602.08| 0.28000 1517.88| 0.48000 2602.08
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0100 808-06705 540.000 LFT | 0.91000 491.40| 1.75000 945.00| 0.91000 491.40
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0101 808-75245 6713.000 LFT | 0.48000 3222.24| 0.28000 1879.64| 0.48000 3222.24
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0102 808-75260 108.000 LFT | 2.85000 307.80| 3.00000 324.00| 2.85000 307.80
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0103 808-75278 204.000 LFT | 2.85000 581.40| 3.00000 612.00| 2.85000 581.40
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0104 808-75290 160.000 LFT | 4.14000 662.40| 4.00000 640.00| 4.14000 662.40
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0105 808-75320 8.000 EACH | 40.00000 320.00| 65.00000 520.00| 40.00000 320.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0106 808-75998 57.000 EACH | 37.50000 2137.50| 40.00000 2280.00| 37.50000 2137.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -8
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 808-92027 335.000 LFT | 0.91000 304.85| 1.75000 586.25| 0.91000 304.85
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 2,129,742.00| $ 2,184,334.55| $ 2,263,981.76
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,129,742.00| $ 2,184,334.55| $ 2,263,981.76
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -9
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 40000.00000 40000.00| 24000.00000 24000.00| 35000.00000 35000.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 112000.00000 112000.00| 128000.00000 128000.00| 100000.00000 100000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 65000.00000 65000.00| 35000.00000 35000.00| 54950.57000 54950.57
CLEARING RIGHT OF WAY | | |
0010 202-02241 75.000 LFT | 4.00000 300.00| 9.00000 675.00| 4.80000 360.00
GUARDRAIL, REMOVE | | |
0011 202-06542 1.000 EACH | 5000.00000 5000.00| 5200.00000 5200.00| 6550.00000 6550.00
RELOCATE , WARNING SIREN | | |
0012 202-51330 LUMP | 20240.00000 20240.00| 8000.00000 8000.00| 28630.00000 28630.00
PRESENT STRUCTURE, REMOVE , #102 | | |
0013 202-51330 LUMP | 19020.00000 19020.00| 20000.00000 20000.00| 18535.00000 18535.00
PRESENT STRUCTURE, REMOVE , #111 | | |
0014 203-02000 12285.000 CYS | 10.00000 122850.00| 9.00000 110565.00| 16.15000 198402.75
EXCAVATION, COMMON | | |
0015 203-02070 2435.000 CYS | 12.00000 29220.00| 8.00000 19480.00| 19.20000 46752.00
BORROW | | |
0016 205-03371 10.000 CYS | 50.00000 500.00| 10.00000 100.00| 30.00000 300.00
SEDIMENT, REMOVE | | |
0017 205-06931 138.000 TON | 30.00000 4140.00| 40.00000 5520.00| 54.15000 7472.70
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06937 3260.000 LFT | 1.80000 5868.00| 1.64000 5346.40| 1.64000 5346.40
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -10
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-09543 100.000 TON | 49.50000 4950.00| 25.00000 2500.00| 52.00000 5200.00
NO 2 STONE | | |
0020 207-08263 19885.000 SYS | 7.00000 139195.00| 3.95000 78545.75| 4.75000 94453.75
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-09264 456.000 CYS | 28.50000 12996.00| 5.00000 2280.00| 19.20000 8755.20
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09265 1499.000 CYS | 46.00000 68954.00| 22.00000 32978.00| 74.35000 111450.65
STRUCTURE BACKFILL, TYPE 2 | | |
0023 211-09268 263.000 CYS | 95.00000 24985.00| 55.00000 14465.00| 119.75000 31494.25
STRUCTURE BACKFILL, TYPE 5 | | |
0024 301-07448 570.000 TON | 30.00000 17100.00| 19.00000 10830.00| 24.20000 13794.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-01180 1740.000 TON | 30.00000 52200.00| 19.00000 33060.00| 23.25000 40455.00
COMPACTED AGGREGATE, NO. 53 | | |
0026 304-07494 107.000 TON | 75.00000 8025.00| 97.00000 10379.00| 68.00000 7276.00
WIDENING WITH HMA, TYPE C | | |
0027 306-08043 1258.000 SYS | 2.50000 3145.00| 1.27000 1597.66| 3.90000 4906.20
MILLING, TRANSITION | | |
0028 401-07321 1513.000 TON | 69.00000 104397.00| 62.00000 93806.00| 71.55000 108255.15
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0029 401-07390 1986.000 TON | 56.00000 111216.00| 49.00000 97314.00| 63.75000 126607.50
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0030 401-07407 7480.000 TON | 49.50000 370260.00| 45.00000 336600.00| 59.55000 445434.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0031 406-05520 16.700 TON | 100.00000 1670.00| 1.00000 16.70| 500.00000 8350.00
ASPHALT FOR TACK COAT | | |
0032 502-06329 203.000 SYS | 141.19000 28661.57| 95.00000 19285.00| 150.00000 30450.00
PCCP, 12 IN. , DECORATIVE | | |
0033 601-06854 4.000 EACH | 2100.00000 8400.00| 3150.00000 12600.00| 2100.00000 8400.00
GUARDRAIL, W-BEAM, NESTED | | |
0034 601-06855 4.000 EACH | 600.00000 2400.00| 840.00000 3360.00| 600.00000 2400.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0035 601-06856 4.000 EACH | 200.00000 800.00| 285.00000 1140.00| 200.00000 800.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0036 601-94689 4.000 EACH | 2200.00000 8800.00| 2375.00000 9500.00| 2200.00000 8800.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 847.000 LFT | 16.00000 13552.00| 14.90000 12620.30| 16.00000 13552.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 604-04740 804.000 SFT | 10.00000 8040.00| 17.50000 14070.00| 25.00000 20100.00
PAVERS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -11
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 605-06140 2499.000 LFT | 22.00000 54978.00| 14.75000 36860.25| 18.15000 45356.85
CURB AND GUTTER, CONCRETE | | |
0040 605-06145 827.000 LFT | 22.00000 18194.00| 14.75000 12198.25| 19.40000 16043.80
CURB AND GUTTER, B, CONCRETE | | |
0041 605-06155 2023.000 LFT | 22.00000 44506.00| 14.75000 29839.25| 20.75000 41977.25
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0042 605-06160 289.000 LFT | 22.00000 6358.00| 14.75000 4262.75| 20.00000 5780.00
CURB AND GUTTER, B, CONCRETE, MODIFIED | | |
0043 605-08636 210.000 LFT | 45.00000 9450.00| 14.75000 3097.50| 30.00000 6300.00
CURB AND GUTTER, TURNOUT, COMBINED | | |
0044 607-06175 270.000 LFT | 45.00000 12150.00| 20.50000 5535.00| 32.00000 8640.00
GUTTER, CONCRETE | | |
0045 607-06335 740.000 LFT | 45.00000 33300.00| 20.50000 15170.00| 30.00000 22200.00
PAVED SIDE DITCH, A | | |
0046 615-06505 8.000 EACH | 550.00000 4400.00| 660.00000 5280.00| 550.00000 4400.00
MONUMENT, B | | |
0047 615-06510 1.000 EACH | 400.00000 400.00| 520.00000 520.00| 400.00000 400.00
MONUMENT, C | | |
0048 616-02320 1862.000 SYS | 3.00000 5586.00| 1.00000 1862.00| 3.25000 6051.50
GEOTEXTILES | | |
0049 616-05688 1052.000 TON | 70.00000 73640.00| 50.00000 52600.00| 76.30000 80267.60
RIPRAP, CLASS 1 | | |
0050 616-06405 794.000 TON | 35.00000 27790.00| 38.00000 30172.00| 60.30000 47878.20
RIPRAP, REVETMENT | | |
0051 621-01004 2.000 EACH | 350.01000 700.02| 425.00000 850.00| 425.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0052 621-04978 23.000 SYS | 10.00000 230.00| 43.75000 1006.25| 43.75000 1006.25
SEED MIXTURE , BMP | | |
0053 621-06545 0.900 TON | 1275.00000 1147.50| 1554.00000 1398.60| 1554.00000 1398.60
FERTILIZER | | |
0054 621-06553 365.000 LBS | 2.90000 1058.50| 2.65000 967.25| 2.65000 967.25
SEED MIXTURE, R | | |
0055 621-06565 4.300 TON | 285.00000 1225.50| 335.00000 1440.50| 335.00000 1440.50
MULCHING MATERIAL | | |
0056 621-06567 34.200 kGAL | 5.00000 171.00| 1.00000 34.20| 1.00000 34.20
WATER | | |
0057 621-06574 9409.000 SYS | 2.98000 28038.82| 2.76000 25968.84| 2.76000 25968.84
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -12
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 628-09402 8.000 MOS | 1800.00000 14400.00| 1500.00000 12000.00| 2920.00000 23360.00
FIELD OFFICE, B | | |
0059 714-08514 1026.000 SFT | 45.00000 46170.00| 125.00000 128250.00| 46.65000 47862.90
WINGWALL | | |
0060 715-05019 341.000 LFT | 80.00000 27280.00| 58.00000 19778.00| 72.20000 24620.20
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0061 715-05024 137.000 LFT | 78.00000 10686.00| 58.00000 7946.00| 72.20000 9891.40
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0062 715-05169 56.000 LFT | 45.00000 2520.00| 24.00000 1344.00| 35.70000 1999.20
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0063 715-46005 2.000 EACH | 900.00000 1800.00| 780.00000 1560.00| 375.00000 750.00
PIPE END SECTION, 15 IN. | | |
0064 715-46040 8.000 EACH | 1800.00000 14400.00| 1800.00000 14400.00| 1360.00000 10880.00
PIPE END SECTION, 36 IN. | | |
0065 720-45415 1.000 EACH | 7185.00000 7185.00| 7000.00000 7000.00| 3100.00000 3100.00
MANHOLE, D4 | | |
0066 723-07311 65.000 LFT | 1650.00000 107250.00| 3500.00000 227500.00| 1734.25000 112726.25
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
0067 723-07595 216.000 LFT | 1550.00000 334800.00| 2600.00000 561600.00| 1184.00000 255744.00
STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | |
X 84 IN. | | |
0068 801-04308 12.000 EACH | 139.00000 1668.00| 139.00000 1668.00| 139.00000 1668.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06625 56.000 EACH | 50.00000 2800.00| 50.00000 2800.00| 50.00000 2800.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0070 801-06640 11.000 EACH | 65.00000 715.00| 65.00000 715.00| 65.00000 715.00
CONSTRUCTION SIGN, A | | |
0071 801-06645 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
CONSTRUCTION SIGN, B | | |
0072 801-06775 LUMP | 37500.00000 37500.00| 20000.00000 20000.00| 35000.00000 35000.00
MAINTAINING TRAFFIC | | |
0073 801-07118 144.000 LFT | 10.00000 1440.00| 10.00000 1440.00| 10.00000 1440.00
BARRICADE, III-A | | |
0074 801-07119 96.000 LFT | 10.00000 960.00| 10.00000 960.00| 10.00000 960.00
BARRICADE, III-B | | |
0075 802-05701 204.000 LFT | 14.00000 2856.00| 13.40000 2733.60| 11.70000 2386.80
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -13
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 802-05703 53.000 LFT | 14.00000 742.00| 16.10000 853.30| 19.00000 1007.00
SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | |
BASE | | |
0077 802-07059 17.000 EACH | 150.00000 2550.00| 28.00000 476.00| 20.75000 352.75
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0078 802-76025 94.700 SFT | 14.00000 1325.80| 13.40000 1268.98| 13.25000 1254.78
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0079 802-76035 53.400 SFT | 14.00000 747.60| 14.20000 758.28| 13.25000 707.55
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 802-76045 102.000 SFT | 16.50000 1683.00| 15.30000 1560.60| 14.60000 1489.20
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0081 805-06003 1.000 EACH | 2200.00000 2200.00| 3180.00000 3180.00| 3400.00000 3400.00
POLE, WOOD , H2, 65 FT | | |
0082 805-06592 278.000 LFT | 12.50000 3475.00| 10.00000 2780.00| 8.40000 2335.20
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0083 805-95888 278.000 LFT | 3.50000 973.00| 5.10000 1417.80| 1.80000 500.40
WIRE, NO. 8 COPPER, 1C , IN PLASTIC | | |
DUCT, IN CONDUIT | | |
0084 805-95888 621.000 LFT | 3.50000 2173.50| 5.10000 3167.10| 2.15000 1335.15
WIRE, NO. 8 COPPER, 1C , IN PLASTIC | | |
DUCT, IN TRENCH | | |
0085 807-02191 2.000 EACH | 500.00000 1000.00| 585.00000 1170.00| 890.00000 1780.00
HANDHOLE, LIGHTING | | |
0086 807-02193 8.000 EACH | 900.00000 7200.00| 740.00000 5920.00| 800.00000 6400.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0087 807-83648 8.000 EACH | 1600.00000 12800.00| 1450.00000 11600.00| 1435.00000 11480.00
LIGHT POLE, 36 FT. E.M.H., 10.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0088 807-86605 8.000 EACH | 250.00000 2000.00| 292.00000 2336.00| 215.00000 1720.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0089 807-86805 1.000 EACH | 1200.00000 1200.00| 1500.00000 1500.00| 2360.00000 2360.00
SERVICE POINT, I | | |
0090 807-86910 8.000 EACH | 25.00000 200.00| 18.00000 144.00| 45.00000 360.00
CONNECTOR KIT, UNFUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -14
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 807-86915 8.000 EACH | 25.00000 200.00| 18.00000 144.00| 45.00000 360.00
CONNECTOR KIT, FUSED | | |
0092 807-86920 16.000 EACH | 11.00000 176.00| 9.00000 144.00| 13.00000 208.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0093 807-86930 19.000 EACH | 2.00000 38.00| 7.00000 133.00| 6.00000 114.00
INSULATION LINK, NONWATERPROOFED | | |
0094 807-86935 8.000 EACH | 2.00000 16.00| 11.00000 88.00| 9.00000 72.00
INSULATION LINK, WATERPROOFED | | |
0095 807-87556 920.000 LFT | 1.00000 920.00| 0.42000 386.40| 0.80000 736.00
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0096 808-04767 75.000 LFT | 1.75000 131.25| 1.75000 131.25| 1.75000 131.25
LINE , THERMOPLASTIC, DOTTED, WHITE, 6 | | |
IN. | | |
0097 808-04767 80.000 LFT | 3.00000 240.00| 3.00000 240.00| 3.00000 240.00
LINE , YIELD LINE, THERMOPLASTIC, BROKE | | |
0098 808-06701 358.000 LFT | 0.28000 100.24| 0.28000 100.24| 0.28000 100.24
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0099 808-06703 5421.000 LFT | 0.28000 1517.88| 0.28000 1517.88| 0.28000 1517.88
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0100 808-06705 540.000 LFT | 1.75000 945.00| 1.75000 945.00| 1.75000 945.00
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0101 808-75245 6713.000 LFT | 0.28000 1879.64| 0.28000 1879.64| 0.28000 1879.64
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0102 808-75260 108.000 LFT | 3.00000 324.00| 3.00000 324.00| 3.00000 324.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0103 808-75278 204.000 LFT | 3.00000 612.00| 3.00000 612.00| 3.00000 612.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0104 808-75290 160.000 LFT | 4.00000 640.00| 4.00000 640.00| 4.00000 640.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0105 808-75320 8.000 EACH | 65.00000 520.00| 65.00000 520.00| 65.00000 520.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0106 808-75998 57.000 EACH | 40.00000 2280.00| 37.50000 2137.50| 40.00000 2280.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 240 -15
TABULATION OF BIDS
ROUTE : BITTERSWEET ROAD
CALL ORDER : 240 CONTRACT ID : R -29659-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1120685 |( 5 ) 35-1489621 |( 6 ) 35-1185040
|WALSH & KELLY INC |HRP CONSTRUCTION INC |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 808-92027 335.000 LFT | 1.75000 586.25| 1.75000 586.25| 1.75000 586.25
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 2,403,140.07| $ 2,438,358.27| $ 2,493,952.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,403,140.07| $ 2,438,358.27| $ 2,493,952.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/03/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9902055
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,366,732.00 100.0000%
2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 1,374,050.18 100.5355%
3 35-1139301 E & B PAVING INC $ 1,404,410.70 102.7568%
4 35-1145884 L I C A CONSTRUCTION $ 1,538,269.61 112.5509%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 12790.74000 12790.74| 13300.00000 13300.00| 12900.00000 12900.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 68000.00000 68000.00| 67000.00000 67000.00| 70000.00000 70000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-01015 LUMP | 2000.00000 2000.00| 5700.00000 5700.00| 5440.00000 5440.00
CLEARING AND GRUBBING | | |
0010 201-52370 LUMP | 34000.00000 34000.00| 17000.00000 17000.00| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0011 202-01000 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 2500.00000 2500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0012 202-02245 9.000 EACH | 0.01000 0.09| 100.00000 900.00| 50.00000 450.00
TREE, 6 IN., REMOVE | | |
0013 202-02278 130.000 LFT | 2.50000 325.00| 5.50000 715.00| 50.00000 6500.00
CURB, CONCRETE, REMOVE | | |
0014 202-91385 5.000 EACH | 100.00000 500.00| 250.00000 1250.00| 500.00000 2500.00
INLET, REMOVE | | |
0015 202-96133 277.000 LFT | 1.50000 415.50| 10.89000 3016.53| 15.00000 4155.00
PIPE, REMOVE | | |
0016 203-02000 4230.000 CYS | 12.00000 50760.00| 13.00000 54990.00| 10.00000 42300.00
EXCAVATION, COMMON | | |
0017 203-02070 1210.000 CYS | 0.01000 12.10| 0.01000 12.10| 0.50000 605.00
BORROW | | |
0018 205-02237 39.000 EACH | 25.00000 975.00| 65.00000 2535.00| 50.00000 1950.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 29.000 TON | 35.00000 1015.00| 35.40000 1026.60| 20.00000 580.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06933 2.000 EACH | 126.00000 252.00| 85.00000 170.00| 50.00000 100.00
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06937 2305.000 LFT | 1.40000 3227.00| 1.25000 2881.25| 1.40000 3227.00
TEMPORARY SILT FENCE | | |
0022 205-09543 100.000 TON | 12.00000 1200.00| 19.15000 1915.00| 5.00000 500.00
NO 2 STONE | | |
0023 207-08267 1545.000 SYS | 10.00000 15450.00| 6.40000 9888.00| 10.00000 15450.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 207-08268 10533.000 SYS | 11.00000 115863.00| 11.87000 125026.71| 10.00000 105330.00
SUBGRADE TREATMENT, TYPE IV | | |
0025 211-09264 2646.000 CYS | 21.00000 55566.00| 26.04000 68901.84| 12.00000 31752.00
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09265 299.000 CYS | 21.00000 6279.00| 28.39000 8488.61| 12.00000 3588.00
STRUCTURE BACKFILL, TYPE 2 | | |
0027 213-04324 70.000 CYS | 65.00000 4550.00| 100.00000 7000.00| 75.00000 5250.00
FLOWABLE FILL | | |
0028 401-07328 1068.000 TON | 62.00000 66216.00| 65.50000 69954.00| 50.00000 53400.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0029 401-07379 1449.000 TON | 51.00000 73899.00| 47.00000 68103.00| 45.00000 65205.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0030 401-07424 4056.000 TON | 44.00000 178464.00| 45.00000 182520.00| 45.00000 182520.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0031 401-08333 1739.000 TON | 53.00000 92167.00| 45.00000 78255.00| 50.00000 86950.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0032 406-05520 12.000 TON | 100.00000 1200.00| 400.00000 4800.00| 150.00000 1800.00
ASPHALT FOR TACK COAT | | |
0033 507-07479 166.000 TON | 50.00000 8300.00| 59.00000 9794.00| 100.00000 16600.00
HMA PARTIAL DEPTH PATCH | | |
0034 604-07897 6.000 SYS | 196.86000 1181.16| 50.00000 300.00| 110.00000 660.00
CURB RAMP, CONCRETE, C , MODIFIED | | |
0035 604-07899 42.000 SYS | 123.53000 5188.26| 45.00000 1890.00| 150.00000 6300.00
CURB RAMP, CONCRETE, E , MODIFIED | | |
0036 604-07902 8.000 SYS | 146.84000 1174.72| 50.00000 400.00| 110.00000 880.00
CURB RAMP, CONCRETE, H | | |
0037 604-91531 1115.000 SYS | 30.56000 34074.40| 22.50000 25087.50| 28.00000 31220.00
SIDEWALK, CONCRETE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 605-52807 3733.000 LFT | 11.00000 41063.00| 11.00000 41063.00| 10.00000 37330.00
CURB AND GUTTER, COMBINED | | |
0039 610-07487 27.000 TON | 120.00000 3240.00| 70.00000 1890.00| 100.00000 2700.00
HMA FOR APPROACHES, TYPE B | | |
0040 610-08446 191.000 SYS | 41.23000 7874.93| 29.00000 5539.00| 50.00000 9550.00
PCCP FOR APPROACHES, 6 IN. | | |
0041 610-09108 1355.000 SYS | 39.19000 53102.45| 36.50000 49457.50| 50.00000 67750.00
PCCP FOR APPROACHES, 9 IN. | | |
0042 611-06497 12.000 EACH | 170.00000 2040.00| 170.00000 2040.00| 170.00000 2040.00
MAILBOX ASSEMBLY, SINGLE | | |
0043 621-01004 2.000 EACH | 525.00000 1050.00| 250.00000 500.00| 525.00000 1050.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06560 1805.000 SYS | 0.76000 1371.80| 1.00000 1805.00| 0.40000 722.00
MULCHED SEEDING, U | | |
0045 621-06567 18.000 kGAL | 1.00000 18.00| 10.00000 180.00| 1.00000 18.00
WATER | | |
0046 621-06575 4776.000 SYS | 2.75000 13134.00| 3.25000 15522.00| 2.75000 13134.00
SODDING, NURSERY | | |
0047 622-05651 58.000 EACH | 305.00000 17690.00| 300.00000 17400.00| 305.00000 17690.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0048 628-09402 10.000 MOS | 1500.00000 15000.00| 2150.00000 21500.00| 1500.00000 15000.00
FIELD OFFICE, B | | |
0049 628-09407 10.000 MOS | 231.00000 2310.00| 100.00000 1000.00| 150.00000 1500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0050 702-51863 1.000 EACH | 350.00000 350.00| 710.00000 710.00| 200.00000 200.00
FIELD DRILLED HOLE IN CONCRETE | | |
0051 715-05149 1122.000 LFT | 31.00000 34782.00| 35.48000 39808.56| 39.00000 43758.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0052 715-05149 247.000 LFT | 45.00000 11115.00| 52.04000 12853.88| 61.00000 15067.00
PIPE, TYPE 2, CIRCULAR, 12 IN. , | | |
PRESSURE PIPE | | |
0053 715-05151 170.000 LFT | 33.00000 5610.00| 33.88000 5759.60| 44.00000 7480.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0054 715-05152 400.000 LFT | 35.00000 14000.00| 39.54000 15816.00| 45.00000 18000.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0055 715-05154 1547.000 LFT | 41.00000 63427.00| 50.22000 77690.34| 53.00000 81991.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05409 9.000 LFT | 42.00000 378.00| 110.60000 995.40| 150.00000 1350.00
PIPE, SANITARY SEWER, 10 IN. | | |
0057 718-52610 405.000 CYS | 23.00000 9315.00| 30.50000 12352.50| 25.00000 10125.00
AGGREGATE FOR UNDERDRAINS | | |
0058 720-03194 16.000 EACH | 2500.00000 40000.00| 1320.00000 21120.00| 2216.00000 35456.00
MANHOLE , I-B | | |
0059 720-44000 4.000 EACH | 125.00000 500.00| 225.00000 900.00| 200.00000 800.00
CASTING, ADJUST TO GRADE | | |
0060 720-90922 4.000 EACH | 300.00000 1200.00| 350.00000 1400.00| 175.00000 700.00
PIPE INLET , MANHOLE, SEAL | | |
0061 720-93409 13.000 EACH | 2250.00000 29250.00| 1910.00000 24830.00| 2297.00000 29861.00
INLET, B15, MODIFIED | | |
0062 720-93411 10.000 EACH | 2250.00000 22500.00| 1910.00000 19100.00| 2367.00000 23670.00
INLET, C15, MODIFIED | | |
0063 720-94528 2.000 EACH | 1500.00000 3000.00| 1080.00000 2160.00| 1507.00000 3014.00
INLET, IIIK | | |
0064 720-98174 8.000 EACH | 2250.00000 18000.00| 1890.00000 15120.00| 2297.00000 18376.00
INLET, B15 | | |
0065 720-98555 6.000 EACH | 2250.00000 13500.00| 1890.00000 11340.00| 2367.00000 14202.00
INLET, C15 | | |
0066 722-60824 1364.000 SYS | 1.60000 2182.40| 1.00000 1364.00| 10.00000 13640.00
SURFACE MILLING | | |
0067 801-06625 21.000 EACH | 75.00000 1575.00| 60.00000 1260.00| 75.00000 1575.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0068 801-06640 32.000 EACH | 107.00000 3424.00| 117.00000 3744.00| 50.00000 1600.00
CONSTRUCTION SIGN, A | | |
0069 801-06645 3.000 EACH | 40.00000 120.00| 33.00000 99.00| 40.00000 120.00
CONSTRUCTION SIGN, B | | |
0070 801-06775 LUMP | 5000.00000 5000.00| 19500.00000 19500.00| 16500.00000 16500.00
MAINTAINING TRAFFIC | | |
0071 801-07119 180.000 LFT | 8.00000 1440.00| 6.30000 1134.00| 8.00000 1440.00
BARRICADE, III-B | | |
0072 802-05704 209.000 LFT | 15.00000 3135.00| 15.00000 3135.00| 15.00000 3135.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0073 802-76025 109.000 SFT | 11.00000 1199.00| 11.00000 1199.00| 11.00000 1199.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0074 805-04940 18.000 EACH | 211.50000 3807.00| 211.50000 3807.00| 211.50000 3807.00
MAST ARM , 8 FT., FOT ALUMINUM POLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 805-05695 3354.000 LFT | 3.93000 13181.22| 3.93000 13181.22| 3.93000 13181.22
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 3 1/C | | |
0076 805-08093 18.000 EACH | 788.00000 14184.00| 788.00000 14184.00| 788.00000 14184.00
POLE , 35 FT. BOLT DOWN ALUMINUM | | |
0077 807-01878 18.000 EACH | 257.00000 4626.00| 257.00000 4626.00| 257.00000 4626.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
0078 807-02817 18.000 EACH | 500.00000 9000.00| 500.00000 9000.00| 500.00000 9000.00
CONCRETE FOUNDATION WITH GROUNDING, 24 | | |
IN. X 24 IN. X 72 IN. | | |
0079 807-08214 2613.000 LFT | 3.41000 8910.33| 3.41000 8910.33| 3.41000 8910.33
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0080 808-03439 204.000 LFT | 3.50000 714.00| 4.30000 877.20| 3.50000 714.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0081 808-06703 248.000 LFT | 0.34000 84.32| 0.42000 104.16| 2.00000 496.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0082 808-75240 818.000 LFT | 0.34000 278.12| 0.42000 343.56| 2.00000 1636.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0083 808-75245 3852.000 LFT | 0.34000 1309.68| 0.42000 1617.84| 2.00000 7704.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75278 109.000 LFT | 1.85000 201.65| 1.85000 201.65| 1.00000 109.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0085 808-75297 113.000 LFT | 3.55000 401.15| 4.30000 485.90| 3.55000 401.15
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0086 808-75320 15.000 EACH | 56.00000 840.00| 62.00000 930.00| 56.00000 840.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0087 808-75325 15.000 EACH | 79.00000 1185.00| 90.00000 1350.00| 79.00000 1185.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0088 808-92027 311.000 LFT | 1.18000 366.98| 0.80000 248.80| 2.00000 622.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0089 715-05048 4490.000 LFT | 5.50000 24695.00| 6.14000 27568.60| 6.60000 29634.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
SECTION TOTALS | $ 1,366,732.00| $ 1,374,050.18| $ 1,404,410.70
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,366,732.00| $ 1,374,050.18| $ 1,404,410.70
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1145884 |( ) |( )
|L I C A CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 13365.00000 13365.00| |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 80105.00000 80105.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-01015 LUMP | 12603.24000 12603.24| |
CLEARING AND GRUBBING | | |
0010 201-52370 LUMP | 10082.59000 10082.59| |
CLEARING RIGHT OF WAY | | |
0011 202-01000 LUMP | 8402.16000 8402.16| |
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0012 202-02245 9.000 EACH | 373.43000 3360.87| |
TREE, 6 IN., REMOVE | | |
0013 202-02278 130.000 LFT | 11.76000 1528.80| |
CURB, CONCRETE, REMOVE | | |
0014 202-91385 5.000 EACH | 437.61000 2188.05| |
INLET, REMOVE | | |
0015 202-96133 277.000 LFT | 19.02000 5268.54| |
PIPE, REMOVE | | |
0016 203-02000 4230.000 CYS | 20.64000 87307.20| |
EXCAVATION, COMMON | | |
0017 203-02070 1210.000 CYS | 23.39000 28301.90| |
BORROW | | |
0018 205-02237 39.000 EACH | 75.00000 2925.00| |
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1145884 |( ) |( )
|L I C A CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 29.000 TON | 50.00000 1450.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06933 2.000 EACH | 125.00000 250.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06937 2305.000 LFT | 2.00000 4610.00| |
TEMPORARY SILT FENCE | | |
0022 205-09543 100.000 TON | 30.00000 3000.00| |
NO 2 STONE | | |
0023 207-08267 1545.000 SYS | 6.24000 9640.80| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 207-08268 10533.000 SYS | 8.60000 90583.80| |
SUBGRADE TREATMENT, TYPE IV | | |
0025 211-09264 2646.000 CYS | 27.61000 73056.06| |
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09265 299.000 CYS | 29.27000 8751.73| |
STRUCTURE BACKFILL, TYPE 2 | | |
0027 213-04324 70.000 CYS | 120.00000 8400.00| |
FLOWABLE FILL | | |
0028 401-07328 1068.000 TON | 62.53000 66782.04| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0029 401-07379 1449.000 TON | 58.09000 84172.41| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0030 401-07424 4056.000 TON | 47.86000 194120.16| |
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0031 401-08333 1739.000 TON | 55.52000 96549.28| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0032 406-05520 12.000 TON | 400.00000 4800.00| |
ASPHALT FOR TACK COAT | | |
0033 507-07479 166.000 TON | 85.34000 14166.44| |
HMA PARTIAL DEPTH PATCH | | |
0034 604-07897 6.000 SYS | 120.00000 720.00| |
CURB RAMP, CONCRETE, C , MODIFIED | | |
0035 604-07899 42.000 SYS | 100.00000 4200.00| |
CURB RAMP, CONCRETE, E , MODIFIED | | |
0036 604-07902 8.000 SYS | 120.00000 960.00| |
CURB RAMP, CONCRETE, H | | |
0037 604-91531 1115.000 SYS | 25.00000 27875.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1145884 |( ) |( )
|L I C A CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 605-52807 3733.000 LFT | 16.00000 59728.00| |
CURB AND GUTTER, COMBINED | | |
0039 610-07487 27.000 TON | 130.92000 3534.84| |
HMA FOR APPROACHES, TYPE B | | |
0040 610-08446 191.000 SYS | 41.00000 7831.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0041 610-09108 1355.000 SYS | 41.00000 55555.00| |
PCCP FOR APPROACHES, 9 IN. | | |
0042 611-06497 12.000 EACH | 175.00000 2100.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0043 621-01004 2.000 EACH | 525.00000 1050.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06560 1805.000 SYS | 0.76000 1371.80| |
MULCHED SEEDING, U | | |
0045 621-06567 18.000 kGAL | 1.00000 18.00| |
WATER | | |
0046 621-06575 4776.000 SYS | 2.75000 13134.00| |
SODDING, NURSERY | | |
0047 622-05651 58.000 EACH | 305.00000 17690.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0048 628-09402 10.000 MOS | 1925.00000 19250.00| |
FIELD OFFICE, B | | |
0049 628-09407 10.000 MOS | 240.00000 2400.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0050 702-51863 1.000 EACH | 500.00000 500.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0051 715-05149 1122.000 LFT | 28.98000 32515.56| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0052 715-05149 247.000 LFT | 54.64000 13496.08| |
PIPE, TYPE 2, CIRCULAR, 12 IN. , | | |
PRESSURE PIPE | | |
0053 715-05151 170.000 LFT | 36.98000 6286.60| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0054 715-05152 400.000 LFT | 38.53000 15412.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0055 715-05154 1547.000 LFT | 48.37000 74828.39| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1145884 |( ) |( )
|L I C A CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05409 9.000 LFT | 491.39000 4422.51| |
PIPE, SANITARY SEWER, 10 IN. | | |
0057 718-52610 405.000 CYS | 30.06000 12174.30| |
AGGREGATE FOR UNDERDRAINS | | |
0058 720-03194 16.000 EACH | 2183.85000 34941.60| |
MANHOLE , I-B | | |
0059 720-44000 4.000 EACH | 450.00000 1800.00| |
CASTING, ADJUST TO GRADE | | |
0060 720-90922 4.000 EACH | 769.20000 3076.80| |
PIPE INLET , MANHOLE, SEAL | | |
0061 720-93409 13.000 EACH | 2832.60000 36823.80| |
INLET, B15, MODIFIED | | |
0062 720-93411 10.000 EACH | 2832.60000 28326.00| |
INLET, C15, MODIFIED | | |
0063 720-94528 2.000 EACH | 1423.40000 2846.80| |
INLET, IIIK | | |
0064 720-98174 8.000 EACH | 2375.90000 19007.20| |
INLET, B15 | | |
0065 720-98555 6.000 EACH | 2375.90000 14255.40| |
INLET, C15 | | |
0066 722-60824 1364.000 SYS | 1.30000 1773.20| |
SURFACE MILLING | | |
0067 801-06625 21.000 EACH | 60.00000 1260.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0068 801-06640 32.000 EACH | 117.00000 3744.00| |
CONSTRUCTION SIGN, A | | |
0069 801-06645 3.000 EACH | 33.00000 99.00| |
CONSTRUCTION SIGN, B | | |
0070 801-06775 LUMP | 14190.00000 14190.00| |
MAINTAINING TRAFFIC | | |
0071 801-07119 180.000 LFT | 6.30000 1134.00| |
BARRICADE, III-B | | |
0072 802-05704 209.000 LFT | 15.00000 3135.00| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0073 802-76025 109.000 SFT | 11.00000 1199.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0074 805-04940 18.000 EACH | 211.50000 3807.00| |
MAST ARM , 8 FT., FOT ALUMINUM POLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1145884 |( ) |( )
|L I C A CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 805-05695 3354.000 LFT | 3.93000 13181.22| |
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 3 1/C | | |
0076 805-08093 18.000 EACH | 788.00000 14184.00| |
POLE , 35 FT. BOLT DOWN ALUMINUM | | |
0077 807-01878 18.000 EACH | 257.00000 4626.00| |
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
0078 807-02817 18.000 EACH | 500.00000 9000.00| |
CONCRETE FOUNDATION WITH GROUNDING, 24 | | |
IN. X 24 IN. X 72 IN. | | |
0079 807-08214 2613.000 LFT | 3.41000 8910.33| |
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0080 808-03439 204.000 LFT | 4.30000 877.20| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0081 808-06703 248.000 LFT | 0.42000 104.16| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0082 808-75240 818.000 LFT | 0.42000 343.56| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0083 808-75245 3852.000 LFT | 0.42000 1617.84| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75278 109.000 LFT | 1.85000 201.65| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0085 808-75297 113.000 LFT | 4.30000 485.90| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0086 808-75320 15.000 EACH | 62.00000 930.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0087 808-75325 15.000 EACH | 90.00000 1350.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0088 808-92027 311.000 LFT | 0.80000 248.80| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 270 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -30054-A COUNTIES : ALLEN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1145884 |( ) |( )
|L I C A CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0089 715-05048 4490.000 LFT | 4.00000 17960.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
SECTION TOTALS | $ 1,538,269.61| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,538,269.61| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400649
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 529,838.00 100.0000%
2 35-1139301 E & B PAVING INC $ 559,879.69 105.6700%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 562,866.00 106.2336%
4 35-1609544 SCHUTT-LOOKABILL CO $ 589,183.16 111.2006%
5 35-0999231 HUNT PAVING COMPANY INC $ 617,666.20 116.5764%
6 35-1875662 CRIDER & CRIDER INC $ 619,241.86 116.8738%
7 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 667,046.51 125.8963%
8 35-1917625 MILESTONE CONTRACTORS LP $ 702,422.00 132.5730%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 7100.00000 7100.00| 7100.00000 7100.00
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 | 28700.00000 28700.00| 27900.00000 27900.00| 29395.51000 29395.51
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 10000.00000 10000.00| 2000.00000 2000.00| 2000.00000 2000.00
CLEARING RIGHT OF WAY | | |
0009 202-01300 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0010 202-09239 1.000 EACH | 700.00000 700.00| 700.00000 700.00| 700.00000 700.00
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0011 202-91385 2.000 EACH | 350.00000 700.00| 200.00000 400.00| 200.00000 400.00
INLET, REMOVE | | |
0012 202-96133 128.000 LFT | 5.00000 640.00| 10.00000 1280.00| 10.00000 1280.00
PIPE, REMOVE | | |
0013 203-02000 130.000 CYS | 99.00000 12870.00| 100.00000 13000.00| 135.00000 17550.00
EXCAVATION, COMMON | | |
0014 203-02070 57.780 CYS | 1.00000 57.78| 2.00000 115.56| 2.00000 115.56
BORROW | | |
0015 205-06933 5.000 EACH | 100.00000 500.00| 103.25000 516.25| 150.00000 750.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 228.000 LFT | 1.44000 328.32| 1.44000 328.32| 2.00000 456.00
TEMPORARY SILT FENCE | | |
0017 207-08267 994.000 SYS | 17.00000 16898.00| 11.00000 10934.00| 11.00000 10934.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 207-08268 1250.500 SYS | 16.00000 20008.00| 15.00000 18757.50| 15.00000 18757.50
SUBGRADE TREATMENT, TYPE IV | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 145.400 CYS | 24.00000 3489.60| 36.00000 5234.40| 40.00000 5816.00
STRUCTURE BACKFILL, TYPE 1 | | |
0020 301-07448 395.000 TON | 19.00000 7505.00| 30.00000 11850.00| 40.00000 15800.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-01180 2.260 TON | 100.00000 226.00| 130.00000 293.80| 250.00000 565.00
COMPACTED AGGREGATE, NO. 53 | | |
0022 303-02051 100.000 TON | 33.00000 3300.00| 16.00000 1600.00| 16.00000 1600.00
STONE, NO 2 | | |
0023 304-07789 227.500 TON | 87.00000 19792.50| 150.00000 34125.00| 95.00000 21612.50
WIDENING WITH HMA, TYPE D | | |
0024 306-08034 13290.000 SYS | 0.85000 11296.50| 2.15000 28573.50| 1.15000 15283.50
MILLING, ASPHALT, 1 1/2 IN. | | |
0025 402-07784 1126.820 TON | 65.00000 73243.30| 86.00000 96906.52| 80.00000 90145.60
HMA SURFACE, TYPE D | | |
0026 402-07785 81.000 TON | 74.00000 5994.00| 60.00000 4860.00| 82.00000 6642.00
HMA INTERMEDIATE, TYPE D | | |
0027 402-07786 100.800 TON | 69.00000 6955.20| 60.00000 6048.00| 92.00000 9273.60
HMA BASE, TYPE D | | |
0028 406-05520 3.800 TON | 100.00000 380.00| 500.00000 1900.00| 550.00000 2090.00
ASPHALT FOR TACK COAT | | |
0029 604-07894 16.000 SYS | 186.00000 2976.00| 150.00000 2400.00| 125.00000 2000.00
CURB RAMP, CONCRETE, A | | |
0030 604-07897 16.000 SYS | 161.00000 2576.00| 150.00000 2400.00| 125.00000 2000.00
CURB RAMP, CONCRETE, C | | |
0031 604-07900 16.000 SYS | 158.00000 2528.00| 150.00000 2400.00| 125.00000 2000.00
CURB RAMP, CONCRETE, F | | |
0032 604-07901 24.000 SYS | 163.00000 3912.00| 150.00000 3600.00| 125.00000 3000.00
CURB RAMP, CONCRETE, G | | |
0033 604-90256 22.000 SYS | 81.00000 1782.00| 96.00000 2112.00| 90.00000 1980.00
SIDEWALK, CONCRETE, 6 IN. | | |
0034 604-91531 318.000 SYS | 56.00000 17808.00| 34.00000 10812.00| 37.00000 11766.00
SIDEWALK, CONCRETE, 4 IN. | | |
0035 605-06235 810.000 LFT | 33.00000 26730.00| 32.00000 25920.00| 24.00000 19440.00
CENTER CURB, D, CONCRETE, MODIFIED | | |
0036 605-52807 530.000 LFT | 19.00000 10070.00| 27.42000 14532.60| 33.00000 17490.00
CURB AND GUTTER, COMBINED | | |
0037 610-07486 30.600 TON | 30.00000 918.00| 86.00000 2631.60| 130.00000 3978.00
HMA FOR APPROACHES, TYPE A | | |
0038 610-08446 994.000 SYS | 33.50000 33299.00| 38.50000 38269.00| 45.00000 44730.00
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06574 1205.000 SYS | 2.82000 3398.10| 3.32000 4000.60| 3.32000 4000.60
SODDING | | |
0040 628-09401 6.000 MOS | 1500.00000 9000.00| 2359.07000 14154.42| 2200.00000 13200.00
FIELD OFFICE, A | | |
0041 715-03475 1.000 EACH | 640.00000 640.00| 700.00000 700.00| 700.00000 700.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0042 715-05151 455.000 LFT | 33.00000 15015.00| 25.00000 11375.00| 25.00000 11375.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0043 720-44000 16.000 EACH | 450.00000 7200.00| 250.00000 4000.00| 250.00000 4000.00
CASTING, ADJUST TO GRADE | | |
0044 720-45030 1.000 EACH | 1400.00000 1400.00| 950.00000 950.00| 950.00000 950.00
INLET, E7 | | |
0045 720-45035 2.000 EACH | 1250.00000 2500.00| 950.00000 1900.00| 950.00000 1900.00
INLET, F7 | | |
0046 720-45410 1.000 EACH | 2100.00000 2100.00| 1400.00000 1400.00| 1400.00000 1400.00
MANHOLE, C4 | | |
0047 720-98174 1.000 EACH | 2300.00000 2300.00| 1400.00000 1400.00| 1400.00000 1400.00
INLET, B15 | | |
0048 801-03290 4.000 EACH | 173.00000 692.00| 173.00000 692.00| 245.00000 980.00
CONSTRUCTION SIGN, C | | |
0049 801-06203 5276.000 LFT | 0.09000 474.84| 0.09000 474.84| 0.42000 2215.92
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0050 801-06207 5388.000 LFT | 1.00000 5388.00| 1.29000 6950.52| 0.86000 4633.68
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0051 801-06640 14.000 EACH | 125.00000 1750.00| 125.00000 1750.00| 123.00000 1722.00
CONSTRUCTION SIGN, A | | |
0052 801-06710 120.000 DAY | 10.00000 1200.00| 10.00000 1200.00| 14.00000 1680.00
FLASHING ARROW SIGN | | |
0053 801-06775 LUMP | 21949.47000 21949.47| 5499.37000 5499.37| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0054 802-05704 117.940 LFT | 13.50000 1592.19| 13.50000 1592.19| 13.50000 1592.19
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0055 802-76025 99.660 SFT | 18.00000 1793.88| 18.00000 1793.88| 18.00000 1793.88
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0056 802-76035 32.500 SFT | 19.00000 617.50| 19.00000 617.50| 19.00000 617.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-76045 45.000 SFT | 22.00000 990.00| 22.00000 990.00| 22.00000 990.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0058 805-01842 9.000 EACH | 975.00000 8775.00| 975.00000 8775.00| 975.00000 8775.00
HANDHOLE, SIGNAL | | |
0059 805-01843 3.000 EACH | 185.00000 555.00| 185.00000 555.00| 185.00000 555.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0060 805-01844 1930.000 LFT | 13.00000 25090.00| 13.00000 25090.00| 13.00000 25090.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0061 805-02150 4.000 EACH | 525.00000 2100.00| 525.00000 2100.00| 525.00000 2100.00
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0062 805-02328 6292.000 LFT | 0.60000 3775.20| 0.60000 3775.20| 0.60000 3775.20
SIGNAL CABLE, 1C 14GA. | | |
0063 805-78205 8.000 EACH | 750.00000 6000.00| 750.00000 6000.00| 750.00000 6000.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN LED | | |
0064 805-78215 4.000 EACH | 625.00000 2500.00| 625.00000 2500.00| 625.00000 2500.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW LED | | |
0065 805-78370 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 150.00000 600.00
PEDESTRIAN PUSH BUTTON | | |
0066 805-78480 652.000 LFT | 1.35000 880.20| 1.35000 880.20| 1.35000 880.20
SIGNAL CABLE, 3C 14GA. | | |
0067 805-78485 956.000 LFT | 1.45000 1386.20| 1.45000 1386.20| 1.45000 1386.20
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78510 6127.000 LFT | 0.75000 4595.25| 0.75000 4595.25| 0.75000 4595.25
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0069 805-78785 20.000 EACH | 875.00000 17500.00| 875.00000 17500.00| 875.00000 17500.00
SIGNAL DETECTOR HOUSING | | |
0070 805-78795 2145.000 LFT | 7.50000 16087.50| 7.50000 16087.50| 7.50000 16087.50
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0071 805-78900 2.000 EACH | 575.00000 1150.00| 575.00000 1150.00| 575.00000 1150.00
PEDESTAL FOUNDATION, A | | |
0072 805-92504 10.000 EACH | 300.00000 3000.00| 300.00000 3000.00| 300.00000 3000.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0073 805-99162 2.000 EACH | 575.00000 1150.00| 575.00000 1150.00| 575.00000 1150.00
SIGNAL PEDESTAL, 11 FT. | | |
0074 808-05866 3.400 SYS | 50.00000 170.00| 50.00000 170.00| 40.00000 136.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-06701 1061.000 LFT | 0.32000 339.52| 0.32000 339.52| 0.73000 774.53
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0076 808-06703 749.000 LFT | 0.32000 239.68| 0.32000 239.68| 0.40000 299.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0077 808-06716 3115.000 LFT | 0.40000 1246.00| 0.40000 1246.00| 0.45000 1401.75
LINE, REMOVE | | |
0078 808-75240 276.000 LFT | 0.32000 88.32| 0.32000 88.32| 0.73000 201.48
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0079 808-75245 2760.000 LFT | 0.32000 883.20| 0.32000 883.20| 0.40000 1104.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0080 808-75297 137.000 LFT | 6.00000 822.00| 6.00000 822.00| 3.80000 520.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0081 808-75300 629.000 LFT | 1.25000 786.25| 1.25000 786.25| 0.95000 597.55
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0082 808-75320 8.000 EACH | 65.00000 520.00| 65.00000 520.00| 74.00000 592.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0083 808-75325 8.000 EACH | 87.00000 696.00| 87.00000 696.00| 99.00000 792.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0084 808-75996 90.000 EACH | 10.00000 900.00| 20.00000 1800.00| 18.00000 1620.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0085 808-75998 90.000 EACH | 26.05000 2344.50| 27.00000 2430.00| 26.05000 2344.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0086 808-92027 2000.000 LFT | 0.60000 1200.00| 0.60000 1200.00| 1.27000 2540.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0087 808-96016 469.000 LFT | 1.00000 469.00| 1.00000 469.00| 1.90000 891.10
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0088 202-02240 360.000 SYS | 25.00000 9000.00| 30.00000 10800.00| 30.00000 10800.00
PAVEMENT REMOVAL | | |
SECTION TOTALS | $ 529,838.00| $ 559,879.69| $ 562,866.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 529,838.00| $ 559,879.69| $ 562,866.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-0999231 |( 6 ) 35-1875662
|SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 7668.00000 7668.00| 9000.00000 9000.00| 15000.00000 15000.00
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 | 31678.00000 31678.00| 31000.00000 31000.00| 31900.00000 31900.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 43028.63000 43028.63| 18135.80000 18135.80| 20000.00000 20000.00
CLEARING RIGHT OF WAY | | |
0009 202-01300 1.000 EACH | 1404.00000 1404.00| 1381.07000 1381.07| 1300.00000 1300.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0010 202-09239 1.000 EACH | 756.00000 756.00| 743.66000 743.66| 700.00000 700.00
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0011 202-91385 2.000 EACH | 130.50000 261.00| 360.45000 720.90| 266.00000 532.00
INLET, REMOVE | | |
0012 202-96133 128.000 LFT | 3.28000 419.84| 12.00000 1536.00| 19.00000 2432.00
PIPE, REMOVE | | |
0013 203-02000 130.000 CYS | 178.16000 23160.80| 250.00000 32500.00| 140.00000 18200.00
EXCAVATION, COMMON | | |
0014 203-02070 57.780 CYS | 0.04000 2.31| 8.00000 462.24| 12.00000 693.36
BORROW | | |
0015 205-06933 5.000 EACH | 111.51000 557.55| 109.69000 548.45| 100.00000 500.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 228.000 LFT | 1.56000 355.68| 1.53000 348.84| 1.50000 342.00
TEMPORARY SILT FENCE | | |
0017 207-08267 994.000 SYS | 13.99000 13906.06| 16.99000 16888.06| 9.00000 8946.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 207-08268 1250.500 SYS | 22.20000 27761.10| 24.36000 30462.18| 15.00000 18757.50
SUBGRADE TREATMENT, TYPE IV | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-0999231 |( 6 ) 35-1875662
|SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 145.400 CYS | 34.34000 4993.04| 24.00000 3489.60| 33.00000 4798.20
STRUCTURE BACKFILL, TYPE 1 | | |
0020 301-07448 395.000 TON | 26.50000 10467.50| 22.00000 8690.00| 23.50000 9282.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-01180 2.260 TON | 41.33000 93.41| 26.00000 58.76| 23.50000 53.11
COMPACTED AGGREGATE, NO. 53 | | |
0022 303-02051 100.000 TON | 16.47000 1647.00| 21.00000 2100.00| 40.00000 4000.00
STONE, NO 2 | | |
0023 304-07789 227.500 TON | 66.00000 15015.00| 70.11000 15950.03| 81.10000 18450.25
WIDENING WITH HMA, TYPE D | | |
0024 306-08034 13290.000 SYS | 0.85000 11296.50| 0.85000 11296.50| 1.90000 25251.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0025 402-07784 1126.820 TON | 65.00000 73243.30| 69.05000 77806.92| 73.30000 82595.91
HMA SURFACE, TYPE D | | |
0026 402-07785 81.000 TON | 74.00000 5994.00| 78.61000 6367.41| 77.90000 6309.90
HMA INTERMEDIATE, TYPE D | | |
0027 402-07786 100.800 TON | 69.00000 6955.20| 73.30000 7388.64| 76.35000 7696.08
HMA BASE, TYPE D | | |
0028 406-05520 3.800 TON | 100.00000 380.00| 106.24000 403.71| 400.00000 1520.00
ASPHALT FOR TACK COAT | | |
0029 604-07894 16.000 SYS | 95.18000 1522.88| 180.84000 2893.44| 124.68000 1994.88
CURB RAMP, CONCRETE, A | | |
0030 604-07897 16.000 SYS | 125.10000 2001.60| 204.56000 3272.96| 186.00000 2976.00
CURB RAMP, CONCRETE, C | | |
0031 604-07900 16.000 SYS | 85.61000 1369.76| 191.46000 3063.36| 145.59000 2329.44
CURB RAMP, CONCRETE, F | | |
0032 604-07901 24.000 SYS | 104.40000 2505.60| 207.29000 4974.96| 150.68000 3616.32
CURB RAMP, CONCRETE, G | | |
0033 604-90256 22.000 SYS | 57.26000 1259.72| 43.73000 962.06| 85.01000 1870.22
SIDEWALK, CONCRETE, 6 IN. | | |
0034 604-91531 318.000 SYS | 34.37000 10929.66| 38.33000 12188.94| 31.85000 10128.30
SIDEWALK, CONCRETE, 4 IN. | | |
0035 605-06235 810.000 LFT | 33.64000 27248.40| 26.18000 21205.80| 39.09000 31662.90
CENTER CURB, D, CONCRETE, MODIFIED | | |
0036 605-52807 530.000 LFT | 23.40000 12402.00| 24.00000 12720.00| 21.21000 11241.30
CURB AND GUTTER, COMBINED | | |
0037 610-07486 30.600 TON | 30.00000 918.00| 31.87000 975.22| 225.00000 6885.00
HMA FOR APPROACHES, TYPE A | | |
0038 610-08446 994.000 SYS | 38.93000 38696.42| 40.00000 39760.00| 31.69000 31499.86
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-0999231 |( 6 ) 35-1875662
|SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06574 1205.000 SYS | 3.05000 3675.25| 3.10000 3735.50| 2.82000 3398.10
SODDING | | |
0040 628-09401 6.000 MOS | 2099.70000 12598.20| 2000.00000 12000.00| 2500.00000 15000.00
FIELD OFFICE, A | | |
0041 715-03475 1.000 EACH | 375.14000 375.14| 690.00000 690.00| 450.00000 450.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0042 715-05151 455.000 LFT | 27.17000 12362.35| 32.66000 14860.30| 26.00000 11830.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0043 720-44000 16.000 EACH | 598.50000 9576.00| 353.34000 5653.44| 400.00000 6400.00
CASTING, ADJUST TO GRADE | | |
0044 720-45030 1.000 EACH | 1140.17000 1140.17| 1087.36000 1087.36| 1025.00000 1025.00
INLET, E7 | | |
0045 720-45035 2.000 EACH | 1189.06000 2378.12| 1087.36000 2174.72| 975.00000 1950.00
INLET, F7 | | |
0046 720-45410 1.000 EACH | 2087.01000 2087.01| 2042.80000 2042.80| 1862.00000 1862.00
MANHOLE, C4 | | |
0047 720-98174 1.000 EACH | 2343.87000 2343.87| 1975.49000 1975.49| 1710.00000 1710.00
INLET, B15 | | |
0048 801-03290 4.000 EACH | 264.60000 1058.40| 183.79000 735.16| 173.00000 692.00
CONSTRUCTION SIGN, C | | |
0049 801-06203 5276.000 LFT | 0.45000 2374.20| 0.10000 527.60| 0.09000 474.84
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0050 801-06207 5388.000 LFT | 0.93000 5010.84| 1.23000 6627.24| 1.00000 5388.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0051 801-06640 14.000 EACH | 132.84000 1859.76| 132.80000 1859.20| 125.00000 1750.00
CONSTRUCTION SIGN, A | | |
0052 801-06710 120.000 DAY | 15.12000 1814.40| 10.00000 1200.00| 10.00000 1200.00
FLASHING ARROW SIGN | | |
0053 801-06775 LUMP | 24449.25000 24449.25| 50000.00000 50000.00| 60000.00000 60000.00
MAINTAINING TRAFFIC | | |
0054 802-05704 117.940 LFT | 14.58000 1719.57| 14.34000 1691.26| 13.50000 1592.19
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0055 802-76025 99.660 SFT | 19.44000 1937.39| 19.12000 1905.50| 18.00000 1793.88
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0056 802-76035 32.500 SFT | 20.52000 666.90| 20.19000 656.18| 19.00000 617.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-0999231 |( 6 ) 35-1875662
|SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-76045 45.000 SFT | 23.76000 1069.20| 23.37000 1051.65| 22.00000 990.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0058 805-01842 9.000 EACH | 1053.00000 9477.00| 1035.81000 9322.29| 975.00000 8775.00
HANDHOLE, SIGNAL | | |
0059 805-01843 3.000 EACH | 199.80000 599.40| 196.54000 589.62| 190.00000 570.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0060 805-01844 1930.000 LFT | 14.04000 27097.20| 13.81000 26653.30| 13.00000 25090.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0061 805-02150 4.000 EACH | 567.00000 2268.00| 557.74000 2230.96| 525.00000 2100.00
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0062 805-02328 6292.000 LFT | 0.65000 4089.80| 0.64000 4026.88| 0.60000 3775.20
SIGNAL CABLE, 1C 14GA. | | |
0063 805-78205 8.000 EACH | 810.00000 6480.00| 796.78000 6374.24| 750.00000 6000.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN LED | | |
0064 805-78215 4.000 EACH | 675.00000 2700.00| 663.98000 2655.92| 625.00000 2500.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW LED | | |
0065 805-78370 4.000 EACH | 162.00000 648.00| 159.35000 637.40| 150.00000 600.00
PEDESTRIAN PUSH BUTTON | | |
0066 805-78480 652.000 LFT | 1.46000 951.92| 1.43000 932.36| 1.35000 880.20
SIGNAL CABLE, 3C 14GA. | | |
0067 805-78485 956.000 LFT | 1.57000 1500.92| 1.54000 1472.24| 1.45000 1386.20
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78510 6127.000 LFT | 0.81000 4962.87| 0.80000 4901.60| 0.75000 4595.25
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0069 805-78785 20.000 EACH | 945.00000 18900.00| 929.57000 18591.40| 875.00000 17500.00
SIGNAL DETECTOR HOUSING | | |
0070 805-78795 2145.000 LFT | 8.10000 17374.50| 7.97000 17095.65| 7.50000 16087.50
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0071 805-78900 2.000 EACH | 621.00000 1242.00| 610.87000 1221.74| 575.00000 1150.00
PEDESTAL FOUNDATION, A | | |
0072 805-92504 10.000 EACH | 324.00000 3240.00| 318.71000 3187.10| 300.00000 3000.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0073 805-99162 2.000 EACH | 621.00000 1242.00| 610.87000 1221.74| 575.00000 1150.00
SIGNAL PEDESTAL, 11 FT. | | |
0074 808-05866 3.400 SYS | 43.20000 146.88| 53.11000 180.57| 50.00000 170.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-0999231 |( 6 ) 35-1875662
|SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-06701 1061.000 LFT | 0.79000 838.19| 0.34000 360.74| 0.32000 339.52
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0076 808-06703 749.000 LFT | 0.43000 322.07| 0.34000 254.66| 0.32000 239.68
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0077 808-06716 3115.000 LFT | 0.49000 1526.35| 0.42000 1308.30| 0.40000 1246.00
LINE, REMOVE | | |
0078 808-75240 276.000 LFT | 0.79000 218.04| 0.34000 93.84| 0.32000 88.32
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0079 808-75245 2760.000 LFT | 0.43000 1186.80| 0.34000 938.40| 0.32000 883.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0080 808-75297 137.000 LFT | 4.10000 561.70| 6.37000 872.69| 6.00000 822.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0081 808-75300 629.000 LFT | 1.03000 647.87| 1.33000 836.57| 1.25000 786.25
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0082 808-75320 8.000 EACH | 79.92000 639.36| 69.05000 552.40| 65.00000 520.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0083 808-75325 8.000 EACH | 106.92000 855.36| 92.43000 739.44| 87.00000 696.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0084 808-75996 90.000 EACH | 19.44000 1749.60| 10.62000 955.80| 20.00000 1800.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0085 808-75998 90.000 EACH | 28.13000 2531.70| 28.69000 2582.10| 27.00000 2430.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0086 808-92027 2000.000 LFT | 1.37000 2740.00| 0.64000 1280.00| 0.60000 1200.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0087 808-96016 469.000 LFT | 2.05000 961.45| 1.06000 497.14| 1.00000 469.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0088 202-02240 360.000 SYS | 8.57000 3085.20| 42.57000 15325.20| 30.00000 10800.00
PAVEMENT REMOVAL | | |
SECTION TOTALS | $ 589,183.16| $ 617,666.20| $ 619,241.86
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 589,183.16| $ 617,666.20| $ 619,241.86
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1868624 |( 8 ) 35-1917625 |( )
|CENTRAL ENGINEERING & CONSTR |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 9947.64000 9947.64| 11315.00000 11315.00|
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 | 26241.13000 26241.13| 34900.00000 34900.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 7396.90000 7396.90| 6900.00000 6900.00|
CLEARING RIGHT OF WAY | | |
0009 202-01300 1.000 EACH | 1403.36000 1403.36| 3250.00000 3250.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0010 202-09239 1.000 EACH | 1315.93000 1315.93| 737.00000 737.00|
TRANSPORTATION OF SALVAGEABLE ITEMS | | |
0011 202-91385 2.000 EACH | 918.00000 1836.00| 1300.00000 2600.00|
INLET, REMOVE | | |
0012 202-96133 128.000 LFT | 25.00000 3200.00| 18.00000 2304.00|
PIPE, REMOVE | | |
0013 203-02000 130.000 CYS | 60.19000 7824.70| 135.00000 17550.00|
EXCAVATION, COMMON | | |
0014 203-02070 57.780 CYS | 13.15000 759.81| 83.00000 4795.74|
BORROW | | |
0015 205-06933 5.000 EACH | 111.46000 557.30| 105.00000 525.00|
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 228.000 LFT | 1.55000 353.40| 1.50000 342.00|
TEMPORARY SILT FENCE | | |
0017 207-08267 994.000 SYS | 16.00000 15904.00| 17.00000 16898.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 207-08268 1250.500 SYS | 15.00000 18757.50| 22.00000 27511.00|
SUBGRADE TREATMENT, TYPE IV | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1868624 |( 8 ) 35-1917625 |( )
|CENTRAL ENGINEERING & CONSTR |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 145.400 CYS | 32.00000 4652.80| 35.00000 5089.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0020 301-07448 395.000 TON | 19.35000 7643.25| 35.00000 13825.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-01180 2.260 TON | 613.01000 1385.40| 135.00000 305.10|
COMPACTED AGGREGATE, NO. 53 | | |
0022 303-02051 100.000 TON | 15.94000 1594.00| 35.00000 3500.00|
STONE, NO 2 | | |
0023 304-07789 227.500 TON | 97.38000 22153.95| 135.00000 30712.50|
WIDENING WITH HMA, TYPE D | | |
0024 306-08034 13290.000 SYS | 2.71000 36015.90| 1.30000 17277.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0025 402-07784 1126.820 TON | 82.00000 92399.24| 75.50000 85074.91|
HMA SURFACE, TYPE D | | |
0026 402-07785 81.000 TON | 84.05000 6808.05| 92.00000 7452.00|
HMA INTERMEDIATE, TYPE D | | |
0027 402-07786 100.800 TON | 94.30000 9505.44| 92.00000 9273.60|
HMA BASE, TYPE D | | |
0028 406-05520 3.800 TON | 563.75000 2142.25| 460.00000 1748.00|
ASPHALT FOR TACK COAT | | |
0029 604-07894 16.000 SYS | 127.80000 2044.80| 258.00000 4128.00|
CURB RAMP, CONCRETE, A | | |
0030 604-07897 16.000 SYS | 190.65000 3050.40| 258.00000 4128.00|
CURB RAMP, CONCRETE, C | | |
0031 604-07900 16.000 SYS | 149.23000 2387.68| 268.00000 4288.00|
CURB RAMP, CONCRETE, F | | |
0032 604-07901 24.000 SYS | 154.43000 3706.32| 258.00000 6192.00|
CURB RAMP, CONCRETE, G | | |
0033 604-90256 22.000 SYS | 87.14000 1917.08| 64.00000 1408.00|
SIDEWALK, CONCRETE, 6 IN. | | |
0034 604-91531 318.000 SYS | 32.65000 10382.70| 58.00000 18444.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0035 605-06235 810.000 LFT | 40.07000 32456.70| 47.00000 38070.00|
CENTER CURB, D, CONCRETE, MODIFIED | | |
0036 605-52807 530.000 LFT | 21.74000 11522.20| 31.00000 16430.00|
CURB AND GUTTER, COMBINED | | |
0037 610-07486 30.600 TON | 133.25000 4077.45| 155.00000 4743.00|
HMA FOR APPROACHES, TYPE A | | |
0038 610-08446 994.000 SYS | 32.48000 32285.12| 61.00000 60634.00|
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1868624 |( 8 ) 35-1917625 |( )
|CENTRAL ENGINEERING & CONSTR |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06574 1205.000 SYS | 4.39000 5289.95| 3.50000 4217.50|
SODDING | | |
0040 628-09401 6.000 MOS | 1295.41000 7772.46| 2800.00000 16800.00|
FIELD OFFICE, A | | |
0041 715-03475 1.000 EACH | 341.29000 341.29| 450.00000 450.00|
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0042 715-05151 455.000 LFT | 20.62000 9382.10| 57.00000 25935.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0043 720-44000 16.000 EACH | 362.47000 5799.52| 355.00000 5680.00|
CASTING, ADJUST TO GRADE | | |
0044 720-45030 1.000 EACH | 1054.80000 1054.80| 1375.00000 1375.00|
INLET, E7 | | |
0045 720-45035 2.000 EACH | 1379.73000 2759.46| 1250.00000 2500.00|
INLET, F7 | | |
0046 720-45410 1.000 EACH | 2141.86000 2141.86| 1800.00000 1800.00|
MANHOLE, C4 | | |
0047 720-98174 1.000 EACH | 3372.50000 3372.50| 2500.00000 2500.00|
INLET, B15 | | |
0048 801-03290 4.000 EACH | 251.13000 1004.52| 175.00000 700.00|
CONSTRUCTION SIGN, C | | |
0049 801-06203 5276.000 LFT | 0.43000 2268.68| 0.29000 1530.04|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0050 801-06207 5388.000 LFT | 0.88000 4741.44| 1.95000 10506.60|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0051 801-06640 14.000 EACH | 126.08000 1765.12| 130.00000 1820.00|
CONSTRUCTION SIGN, A | | |
0052 801-06710 120.000 DAY | 25.63000 3075.60| 10.50000 1260.00|
FLASHING ARROW SIGN | | |
0053 801-06775 LUMP | 107721.93000 107721.93| 28674.11000 28674.11|
MAINTAINING TRAFFIC | | |
0054 802-05704 117.940 LFT | 13.84000 1632.29| 14.20000 1674.75|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0055 802-76025 99.660 SFT | 18.45000 1838.73| 18.50000 1843.71|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0056 802-76035 32.500 SFT | 19.48000 633.10| 20.00000 650.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1868624 |( 8 ) 35-1917625 |( )
|CENTRAL ENGINEERING & CONSTR |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-76045 45.000 SFT | 22.55000 1014.75| 23.00000 1035.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0058 805-01842 9.000 EACH | 999.38000 8994.42| 1026.00000 9234.00|
HANDHOLE, SIGNAL | | |
0059 805-01843 3.000 EACH | 189.63000 568.89| 194.00000 582.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0060 805-01844 1930.000 LFT | 13.33000 25726.90| 13.50000 26055.00|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0061 805-02150 4.000 EACH | 538.13000 2152.52| 550.00000 2200.00|
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0062 805-02328 6292.000 LFT | 0.62000 3901.04| 0.60000 3775.20|
SIGNAL CABLE, 1C 14GA. | | |
0063 805-78205 8.000 EACH | 768.75000 6150.00| 789.00000 6312.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN LED | | |
0064 805-78215 4.000 EACH | 640.63000 2562.52| 656.00000 2624.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW LED | | |
0065 805-78370 4.000 EACH | 153.75000 615.00| 157.00000 628.00|
PEDESTRIAN PUSH BUTTON | | |
0066 805-78480 652.000 LFT | 1.38000 899.76| 1.40000 912.80|
SIGNAL CABLE, 3C 14GA. | | |
0067 805-78485 956.000 LFT | 1.49000 1424.44| 1.50000 1434.00|
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78510 6127.000 LFT | 0.77000 4717.79| 0.75000 4595.25|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0069 805-78785 20.000 EACH | 896.88000 17937.60| 920.00000 18400.00|
SIGNAL DETECTOR HOUSING | | |
0070 805-78795 2145.000 LFT | 7.69000 16495.05| 7.50000 16087.50|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0071 805-78900 2.000 EACH | 527.88000 1055.76| 600.00000 1200.00|
PEDESTAL FOUNDATION, A | | |
0072 805-92504 10.000 EACH | 307.50000 3075.00| 315.00000 3150.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0073 805-99162 2.000 EACH | 589.38000 1178.76| 600.00000 1200.00|
SIGNAL PEDESTAL, 11 FT. | | |
0074 808-05866 3.400 SYS | 41.00000 139.40| 52.00000 176.80|
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 280 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 280 CONTRACT ID : R -30150-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1868624 |( 8 ) 35-1917625 |( )
|CENTRAL ENGINEERING & CONSTR |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-06701 1061.000 LFT | 0.75000 795.75| 0.34000 360.74|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0076 808-06703 749.000 LFT | 0.41000 307.09| 0.34000 254.66|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0077 808-06716 3115.000 LFT | 0.46000 1432.90| 0.40000 1246.00|
LINE, REMOVE | | |
0078 808-75240 276.000 LFT | 0.75000 207.00| 0.34000 93.84|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0079 808-75245 2760.000 LFT | 0.41000 1131.60| 0.34000 938.40|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0080 808-75297 137.000 LFT | 3.90000 534.30| 6.00000 822.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0081 808-75300 629.000 LFT | 0.97000 610.13| 1.25000 786.25|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0082 808-75320 8.000 EACH | 75.85000 606.80| 66.00000 528.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0083 808-75325 8.000 EACH | 101.48000 811.84| 90.00000 720.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0084 808-75996 90.000 EACH | 20.50000 1845.00| 21.00000 1890.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0085 808-75998 90.000 EACH | 27.68000 2491.20| 28.00000 2520.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0086 808-92027 2000.000 LFT | 1.30000 2600.00| 0.60000 1200.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0087 808-96016 469.000 LFT | 1.95000 914.55| 1.00000 469.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0088 202-02240 360.000 SYS | 22.00000 7920.00| 52.00000 18720.00|
PAVEMENT REMOVAL | | |
SECTION TOTALS | $ 667,046.51| $ 702,422.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 667,046.51| $ 702,422.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/05/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9953020
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 O`MARA DAVE CONTRACTOR $ 5,487,107.30 100.0000%
2 35-1875662 CRIDER & CRIDER INC $ 5,531,072.03 100.8012%
3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 7,186,000.00 130.9615%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 35000.00000 35000.00| 52000.00000 52000.00| 59366.88000 59366.88
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 126000.00000 126000.00| 273000.00000 273000.00| 354000.00000 354000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 35000.00000 35000.00| 50000.00000 50000.00| 115000.00000 115000.00
CLEARING RIGHT OF WAY | | |
0011 202-96632 2.000 EACH | 3100.00000 6200.00| 3500.00000 7000.00| 4524.00000 9048.00
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0012 203-02000 18525.000 m3 | 13.50000 250087.50| 14.00000 259350.00| 18.30000 339007.50
EXCAVATION, COMMON | | |
0013 203-02010 300.000 m3 | 220.00000 66000.00| 110.00000 33000.00| 170.00000 51000.00
EXCAVATION, ROCK | | |
0014 203-02010 1000.000 m3 | 5.00000 5000.00| 55.00000 55000.00| 85.00000 85000.00
EXCAVATION, ROCK , UNDISTRIBUTED | | |
QUANTITY | | |
0015 204-02290 1.000 EACH | 625.00000 625.00| 800.00000 800.00| 1850.00000 1850.00
SETTLEMENT PLATE | | |
0016 204-08415 2.000 EACH | 65.00000 130.00| 100.00000 200.00| 530.00000 1060.00
STAKES, SETTLEMENT | | |
0017 205-06933 15.000 EACH | 89.00000 1335.00| 85.00000 1275.00| 85.00000 1275.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 515.000 m | 4.50000 2317.50| 7.75000 3991.25| 4.43000 2281.45
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 8364.000 m2 | 8.15000 68166.60| 7.00000 58548.00| 13.60000 113750.40
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 207-08268 25853.000 m2 | 11.75000 303772.75| 11.00000 284383.00| 16.60000 429159.80
SUBGRADE TREATMENT, TYPE IV | | |
0021 211-02050 240.000 m3 | 35.00000 8400.00| 35.00000 8400.00| 54.40000 13056.00
B BORROW | | |
0022 211-09264 8325.000 m3 | 44.00000 366300.00| 39.00000 324675.00| 27.30000 227272.50
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 1128.000 Mg | 14.50000 16356.00| 21.50000 24252.00| 23.50000 26508.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-07449 33.000 Mg | 18.75000 618.75| 29.00000 957.00| 28.90000 953.70
COMPACTED AGGREGATE, NO. 73 | | |
0025 303-07662 100.000 Mg | 15.75000 1575.00| 34.00000 3400.00| 32.50000 3250.00
STONE , UNDISTRIBUTED QUANTITY | | |
0026 303-08210 1728.000 Mg | 15.75000 27216.00| 14.00000 24192.00| 40.00000 69120.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0027 401-07328 2213.000 Mg | 70.00000 154910.00| 67.00000 148271.00| 78.00000 172614.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0028 401-07398 3688.000 Mg | 53.00000 195464.00| 49.00000 180712.00| 59.00000 217592.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0029 401-07408 11801.000 Mg | 48.50000 572348.50| 46.00000 542846.00| 52.00000 613652.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0030 401-07429 4793.000 Mg | 50.50000 242046.50| 47.00000 225271.00| 56.00000 268408.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07432 31.000 Mg | 82.00000 2542.00| 105.00000 3255.00| 91.00000 2821.00
HMA SURFACE, TYPE A | | |
0032 402-07435 51.000 Mg | 63.00000 3213.00| 79.00000 4029.00| 70.00000 3570.00
HMA INTERMEDIATE, TYPE A | | |
0033 402-07453 1548.000 Mg | 51.50000 79722.00| 90.00000 139320.00| 57.00000 88236.00
HMA FOR TEMPORARY PAVEMENT | | |
0034 406-05520 28.000 Mg | 450.00000 12600.00| 500.00000 14000.00| 400.00000 11200.00
ASPHALT FOR TACK COAT | | |
0035 601-02924 4.700 m | 1025.00000 4817.50| 1000.00000 4700.00| 955.00000 4488.50
HANDRAIL, STEEL PIPE, GALVANIZED | | |
0036 604-06070 3245.000 m2 | 38.50000 124932.50| 34.00000 110330.00| 38.70000 125581.50
SIDEWALK, CONCRETE | | |
0037 604-07896 69.000 m2 | 125.00000 8625.00| 185.00000 12765.00| 160.00000 11040.00
CURB RAMP, CONCRETE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07901 95.000 m2 | 150.00000 14250.00| 190.00000 18050.00| 160.00000 15200.00
CURB RAMP, CONCRETE, G | | |
0039 604-07902 16.000 m2 | 150.00000 2400.00| 180.00000 2880.00| 160.00000 2560.00
CURB RAMP, CONCRETE, H | | |
0040 604-44251 1.600 m3 | 1800.00000 2880.00| 800.00000 1280.00| 1000.00000 1600.00
STEPS, CONCRETE | | |
0041 605-06120 3226.000 m | 36.25000 116942.50| 37.00000 119362.00| 43.60000 140653.60
CURB, CONCRETE | | |
0042 605-06255 951.000 m2 | 74.25000 70611.75| 75.00000 71325.00| 76.00000 72276.00
CENTER CURB, D, CONCRETE | | |
0043 610-07486 2931.000 Mg | 66.00000 193446.00| 58.00000 169998.00| 73.00000 213963.00
HMA FOR APPROACHES, TYPE A | | |
0044 610-07712 356.000 m2 | 48.25000 17177.00| 41.00000 14596.00| 46.50000 16554.00
PCCP FOR APPROACHES, 150 mm | | |
0045 610-09108 1495.000 m2 | 57.75000 86336.25| 55.00000 82225.00| 55.00000 82225.00
PCCP FOR APPROACHES, 225 mm | | |
0046 611-06497 21.000 EACH | 130.00000 2730.00| 150.00000 3150.00| 125.00000 2625.00
MAILBOX ASSEMBLY, SINGLE | | |
0047 611-06498 8.000 EACH | 225.00000 1800.00| 225.00000 1800.00| 215.00000 1720.00
MAILBOX ASSEMBLY, DOUBLE | | |
0048 615-06490 97.000 EACH | 120.00000 11640.00| 125.00000 12125.00| 115.00000 11155.00
RIGHT OF WAY MARKER | | |
0049 615-06505 3.000 EACH | 520.00000 1560.00| 675.00000 2025.00| 495.00000 1485.00
MONUMENT, B | | |
0050 615-06510 3.000 EACH | 415.00000 1245.00| 485.00000 1455.00| 395.00000 1185.00
MONUMENT, C | | |
0051 615-06527 2.000 EACH | 415.00000 830.00| 485.00000 970.00| 395.00000 790.00
MONUMENT, SECTION CORNER | | |
0052 616-02320 78.000 m2 | 3.75000 292.50| 3.00000 234.00| 8.60000 670.80
GEOTEXTILES | | |
0053 616-05688 4.000 Mg | 84.00000 336.00| 35.00000 140.00| 92.50000 370.00
RIPRAP, CLASS 1 | | |
0054 621-01004 2.000 EACH | 530.00000 1060.00| 513.00000 1026.00| 513.00000 1026.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-06545 0.700 Mg | 575.00000 402.50| 551.00000 385.70| 551.00000 385.70
FERTILIZER | | |
0056 621-06557 275.000 kg | 2.80000 770.00| 2.70000 742.50| 2.70000 742.50
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06565 14.000 Mg | 565.00000 7910.00| 539.00000 7546.00| 539.00000 7546.00
MULCHING MATERIAL | | |
0058 621-06567 2754.000 kL | 0.10000 275.40| 0.10000 275.40| 0.10000 275.40
WATER | | |
0059 621-06575 15300.000 m2 | 3.15000 48195.00| 3.00000 45900.00| 3.03000 46359.00
SODDING, NURSERY | | |
0060 628-09402 20.000 MOS | 1050.00000 21000.00| 1525.00000 30500.00| 632.00000 12640.00
FIELD OFFICE, B | | |
0061 628-09407 36.000 MOS | 120.00000 4320.00| 116.00000 4176.00| 200.00000 7200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0062 703-06028 46.000 kg | 3.50000 161.00| 9.50000 437.00| 10.00000 460.00
REINFORCING BARS | | |
0064 715-01902 400.000 m | 115.00000 46000.00| 105.00000 42000.00| 131.00000 52400.00
WATER SERVICE LINE, 50 mm , 20 SERVICES | | |
0065 715-04612 53.000 m | 865.00000 45845.00| 823.00000 43619.00| 843.00000 44679.00
PIPE , CASING, 600mm, TRENCHLESS | | |
0066 715-04612 514.000 m | 155.00000 79670.00| 74.00000 38036.00| 205.00000 105370.00
PIPE , SANITARY SEWER LATERAL, 150 mm | | |
0067 715-04612 24.000 m | 87.00000 2088.00| 95.00000 2280.00| 90.50000 2172.00
PIPE , SANITARY SEWER, FORCE MAIN, 100 | | |
mm | | |
0068 715-04612 10.000 m | 135.00000 1350.00| 170.00000 1700.00| 211.00000 2110.00
PIPE , SANITARY SEWER, FORCE MAIN, 75 m | | |
0069 715-04629 4.000 EACH | 385.00000 1540.00| 500.00000 2000.00| 3800.00000 15200.00
PIPE , SANITARY SEWER LATERAL SLANT | | |
0070 715-04855 2.000 EACH | 1275.00000 2550.00| 1225.00000 2450.00| 1992.00000 3984.00
PIPE END SECTION, 1050 mm | | |
0071 715-05024 57.000 m | 157.00000 8949.00| 160.00000 9120.00| 310.00000 17670.00
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0072 715-05048 3401.000 m | 10.50000 35710.50| 7.00000 23807.00| 10.70000 36390.70
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0073 715-05053 170.000 m | 61.00000 10370.00| 34.50000 5865.00| 35.00000 5950.00
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0074 715-05149 1168.000 m | 84.25000 98404.00| 53.00000 61904.00| 129.90000 151723.20
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0075 715-05151 484.000 m | 79.75000 38599.00| 75.00000 36300.00| 135.00000 65340.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0076 715-05152 149.000 m | 91.00000 13559.00| 85.00000 12665.00| 142.00000 21158.00
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-05153 150.000 m | 103.00000 15450.00| 114.00000 17100.00| 177.00000 26550.00
PIPE, TYPE 2, CIRCULAR, 525 mm | | |
0078 715-05154 162.000 m | 110.00000 17820.00| 110.00000 17820.00| 186.00000 30132.00
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0079 715-05156 131.000 m | 155.00000 20305.00| 166.00000 21746.00| 320.00000 41920.00
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0080 715-05159 57.000 m | 255.00000 14535.00| 216.00000 12312.00| 300.00000 17100.00
PIPE, TYPE 2, CIRCULAR, 1050 mm | | |
0081 715-05408 258.000 m | 88.00000 22704.00| 127.00000 32766.00| 478.00000 123324.00
PIPE, SANITARY SEWER, 200 mm ,ABOVE 2. | | |
438 METER DEPTH TO 3.048 METER | | |
0082 715-05408 686.000 m | 95.00000 65170.00| 130.00000 89180.00| 290.00000 198940.00
PIPE, SANITARY SEWER, 200 mm ,ABOVE 3. | | |
048 METER DEPTH TO 3.658 METER | | |
0083 715-05408 280.000 m | 104.50000 29260.00| 158.00000 44240.00| 551.00000 154280.00
PIPE, SANITARY SEWER, 200 mm ,ABOVE 3. | | |
658 METER DEPTH TO 4.267 METER | | |
0084 715-05408 135.000 m | 117.50000 15862.50| 179.00000 24165.00| 382.00000 51570.00
PIPE, SANITARY SEWER, 200 mm ,ABOVE 4. | | |
267 METER DEPTH TO 4.877 METER | | |
0085 715-05408 18.000 m | 90.00000 1620.00| 163.00000 2934.00| 328.00000 5904.00
PIPE, SANITARY SEWER, 200 mm ,TO 2.438 | | |
METER DEPTH | | |
0086 715-05408 20.000 m | 160.00000 3200.00| 32.00000 640.00| 314.00000 6280.00
PIPE, SANITARY SEWER, 200 mm ,WATER | | |
QUALITY PIPE, ADD | | |
0087 715-05422 3.000 m | 490.00000 1470.00| 567.00000 1701.00| 587.00000 1761.00
PIPE, SLOTTED DRAIN, 300 mm | | |
0088 715-08305 243.900 Mg | 77.50000 18902.25| 106.00000 25853.40| 86.00000 20975.40
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0089 715-09064 11.000 m | 25.00000 275.00| 20.00000 220.00| 20.00000 220.00
VIDEO INSPECTION FOR PIPE | | |
0090 715-46010 1.000 EACH | 380.00000 380.00| 510.00000 510.00| 496.00000 496.00
PIPE END SECTION, 450 mm | | |
0091 715-93913 106.000 m | 130.00000 13780.00| 125.00000 13250.00| 198.00000 20988.00
WATER MAIN, 200 mm , DUCTILE IRON | | |
0092 715-96669 424.000 m | 181.00000 76744.00| 197.50000 83740.00| 305.00000 129320.00
WATER MAIN, DUCTILE IRON, 400 mm | | |
0093 715-98265 16.000 m | 120.00000 1920.00| 134.00000 2144.00| 221.00000 3536.00
WATER MAIN, DUCTILE IRON, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 716-01382 1.000 EACH | 3100.00000 3100.00| 5000.00000 5000.00| 2581.00000 2581.00
AIR RELEASE VALVE , 3/32, VAULT | | |
0095 716-07634 11.000 m | 1275.00000 14025.00| 1100.00000 12100.00| 1708.00000 18788.00
PIPE INSTALLATION, TRENCHLESS, 750 mm | | |
0096 718-06532 1000.000 m | 3.45000 3450.00| 3.25000 3250.00| 3.28000 3280.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0097 718-52610 688.000 m3 | 48.50000 33368.00| 50.50000 34744.00| 56.00000 38528.00
AGGREGATE FOR UNDERDRAINS | | |
0098 718-99153 9378.000 m2 | 1.05000 9846.90| 1.40000 13129.20| 1.25000 11722.50
GEOTEXTILES FOR UNDERDRAIN | | |
0099 720-03194 1.000 EACH | 3050.00000 3050.00| 2800.00000 2800.00| 4890.00000 4890.00
MANHOLE , SANITARY, ABOVE 3.048 METER | | |
DEPTH | | |
0100 720-03194 8.000 EACH | 2475.00000 19800.00| 2600.00000 20800.00| 3975.00000 31800.00
MANHOLE , SANITARY, ABOVE 2.438 METER | | |
DEPTH | | |
0101 720-03194 3.000 EACH | 3225.00000 9675.00| 2800.00000 8400.00| 7050.00000 21150.00
MANHOLE , SANITARY, ABOVE 3.658 METER | | |
DEPTH | | |
0102 720-03194 5.000 EACH | 750.00000 3750.00| 520.00000 2600.00| 1100.00000 5500.00
MANHOLE , SANITARY, CORE AND CONNECT TO | | |
EXISTING | | |
0103 720-03194 4.000 EACH | 4950.00000 19800.00| 2700.00000 10800.00| 4600.00000 18400.00
MANHOLE , SANITARY, MODIFIED | | |
0104 720-03194 5.000 EACH | 2525.00000 12625.00| 2400.00000 12000.00| 3720.00000 18600.00
MANHOLE , TO 2.438 METER DEPTH | | |
0105 720-44000 11.000 EACH | 325.00000 3575.00| 300.00000 3300.00| 400.00000 4400.00
CASTING, ADJUST TO GRADE | | |
0106 720-45270 12.000 EACH | 650.00000 7800.00| 677.00000 8124.00| 842.00000 10104.00
PIPE CATCH BASIN, 450 mm | | |
0107 720-45275 1.000 EACH | 700.00000 700.00| 780.00000 780.00| 910.00000 910.00
PIPE CATCH BASIN, 600 mm | | |
0108 720-45410 39.000 EACH | 1500.00000 58500.00| 1600.00000 62400.00| 2375.00000 92625.00
MANHOLE, C4 | | |
0109 720-91742 4.000 EACH | 3500.00000 14000.00| 3250.00000 13000.00| 3750.00000 15000.00
FIRE HYDRANT | | |
0110 720-91742 5.000 EACH | 4125.00000 20625.00| 3500.00000 17500.00| 4250.00000 21250.00
FIRE HYDRANT ,LONG LEAD | | |
0111 720-91973 5.000 EACH | 2100.00000 10500.00| 2400.00000 12000.00| 5380.00000 26900.00
MANHOLE, H4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 720-91973 1.000 EACH | 2350.00000 2350.00| 2300.00000 2300.00| 7340.00000 7340.00
MANHOLE, H4 , DROP | | |
0113 720-94602 3.000 EACH | 2575.00000 7725.00| 7450.00000 22350.00| 6300.00000 18900.00
MANHOLE, K4, DROP | | |
0114 720-98174 56.000 EACH | 2100.00000 117600.00| 2275.00000 127400.00| 2350.00000 131600.00
INLET, B15 | | |
0115 720-98555 5.000 EACH | 2150.00000 10750.00| 2350.00000 11750.00| 2350.00000 11750.00
INLET, C15 | | |
0116 720-98625 14.000 EACH | 1675.00000 23450.00| 1950.00000 27300.00| 4950.00000 69300.00
MANHOLE, C4, DROP | | |
0117 732-04926 1.000 EACH | 650.00000 650.00| 517.00000 517.00| 800.00000 800.00
VALVE , WITH BOX, GATE, 100 mm | | |
0118 732-04926 1.000 EACH | 750.00000 750.00| 677.00000 677.00| 900.00000 900.00
VALVE , WITH BOX, GATE, 150 mm | | |
0119 732-04926 5.000 EACH | 1100.00000 5500.00| 977.00000 4885.00| 1200.00000 6000.00
VALVE , WITH BOX, GATE, 200 mm | | |
0120 732-04926 19.000 EACH | 1800.00000 34200.00| 1750.00000 33250.00| 2500.00000 47500.00
VALVE , WITH BOX, GATE, 300 mm | | |
0121 732-04926 2.000 EACH | 4550.00000 9100.00| 3300.00000 6600.00| 3100.00000 6200.00
VALVE , WITH STRUCTURE, BUTTERFLY, 400 | | |
mm | | |
0122 732-04964 935.000 m | 122.00000 114070.00| 150.00000 140250.00| 232.00000 216920.00
WATER MAIN , 300mm, DUCTILE IRON | | |
0123 732-04965 34.000 m | 2300.00000 78200.00| 160.00000 5440.00| 1130.00000 38420.00
WATER SERVICE LINE , 50mm, RECONNECT | | |
0124 732-04987 1.000 EACH | 750.00000 750.00| 1665.00000 1665.00| 1825.00000 1825.00
CONNECTION , TYPE B CONNECTION TO | | |
EXISTING MAIN, | | |
0125 732-04987 3.000 EACH | 1300.00000 3900.00| 2250.00000 6750.00| 3300.00000 9900.00
CONNECTION , TYPE B CONNECTION TO | | |
EXISTING MAIN, | | |
0126 732-04987 1.000 EACH | 1600.00000 1600.00| 2500.00000 2500.00| 4600.00000 4600.00
CONNECTION , TYPE B CONNECTION TO | | |
EXISTING MAIN, | | |
0127 732-04987 4.000 EACH | 2850.00000 11400.00| 1700.00000 6800.00| 6300.00000 25200.00
CONNECTION , TYPE B CONNECTION TO | | |
EXISTING MAIN, | | |
0128 732-04987 1.000 EACH | 5700.00000 5700.00| 4400.00000 4400.00| 8000.00000 8000.00
CONNECTION , TYPE B CONNECTION TO | | |
EXISTING MAIN, | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 732-04995 1.000 EACH | 3800.00000 3800.00| 3600.00000 3600.00| 4675.00000 4675.00
LINE STOP , 100 mm | | |
0130 732-04995 1.000 EACH | 4200.00000 4200.00| 3800.00000 3800.00| 4875.00000 4875.00
LINE STOP , 150 mm | | |
0131 732-04995 1.000 EACH | 4400.00000 4400.00| 4000.00000 4000.00| 4975.00000 4975.00
LINE STOP , 200 mm | | |
0132 732-04995 1.000 EACH | 5550.00000 5550.00| 5700.00000 5700.00| 6575.00000 6575.00
LINE STOP , 300 mm | | |
0133 732-04995 1.000 EACH | 13000.00000 13000.00| 15250.00000 15250.00| 13775.00000 13775.00
LINE STOP , 400 mm | | |
0134 732-91738 20.000 m | 120.00000 2400.00| 180.00000 3600.00| 267.00000 5340.00
WATER MAIN, DUCTILE IRON, 150 mm | | |
0135 732-97009 6.000 EACH | 125.00000 750.00| 308.00000 1848.00| 233.00000 1398.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0136 801-01504 6.000 EACH | 57.00000 342.00| 55.00000 330.00| 55.00000 330.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0137 801-03290 3.000 EACH | 390.00000 1170.00| 255.00000 765.00| 375.00000 1125.00
CONSTRUCTION SIGN, C | | |
0138 801-04308 4.000 EACH | 415.00000 1660.00| 355.00000 1420.00| 395.00000 1580.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0139 801-06203 6951.000 m | 0.95000 6603.45| 0.65000 4518.15| 0.92000 6394.92
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0140 801-06207 1324.000 m | 3.40000 4501.60| 3.10000 4104.40| 3.25000 4303.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0141 801-06211 1.000 EACH | 57.00000 57.00| 125.00000 125.00| 55.00000 55.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0142 801-06218 86.000 m | 20.50000 1763.00| 8.00000 688.00| 19.70000 1694.20
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0144 801-06625 28.000 EACH | 130.00000 3640.00| 115.00000 3220.00| 125.00000 3500.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0145 801-06640 25.000 EACH | 172.00000 4300.00| 195.00000 4875.00| 165.00000 4125.00
CONSTRUCTION SIGN, A | | |
0146 801-06775 LUMP | 125000.00000 125000.00| 75000.00000 75000.00| 80000.00000 80000.00
MAINTAINING TRAFFIC | | |
0147 801-07023 2.000 EACH | 2950.00000 5900.00| 6000.00000 12000.00| 2800.00000 5600.00
ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0148 801-07118 50.000 m | 79.00000 3950.00| 70.00000 3500.00| 75.35000 3767.50
BARRICADE, III-A | | |
0149 801-07119 50.000 m | 93.50000 4675.00| 80.00000 4000.00| 89.05000 4452.50
BARRICADE, III-B | | |
0150 801-08400 140.000 m | 65.00000 9100.00| 100.00000 14000.00| 144.00000 20160.00
TEMPORARY TRAFFIC BARRIER,, TYPE 1 | | |
0151 802-03896 4.000 EACH | 1000.00000 4000.00| 1325.00000 5300.00| 1250.00000 5000.00
BOLLARD , REMOVABLE | | |
0152 802-05701 129.200 m | 56.00000 7235.20| 54.00000 6976.80| 40.00000 5168.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0153 802-76025 12.000 m2 | 310.00000 3720.00| 295.00000 3540.00| 175.00000 2100.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0154 802-76035 11.000 m2 | 350.00000 3850.00| 335.00000 3685.00| 200.00000 2200.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0155 802-76045 5.500 m2 | 365.00000 2007.50| 348.00000 1914.00| 206.00000 1133.00
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0156 805-01815 16.000 EACH | 1725.00000 27600.00| 1646.00000 26336.00| 2330.00000 37280.00
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0157 805-01842 25.000 EACH | 940.00000 23500.00| 897.00000 22425.00| 821.00000 20525.00
HANDHOLE, SIGNAL | | |
0158 805-01844 1388.000 m | 49.00000 68012.00| 47.00000 65236.00| 41.00000 56908.00
CONDUIT, STEEL, GALVANIZED, 50 mm, | | |
UNDERGROUND | | |
0159 805-01879 4.000 EACH | 940.00000 3760.00| 897.00000 3588.00| 611.00000 2444.00
SIGNAL SERVICE, INSTALL | | |
0160 805-02152 22.000 EACH | 720.00000 15840.00| 686.00000 15092.00| 646.00000 14212.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 450mm | | |
0161 805-02202 2.000 EACH | 1020.00000 2040.00| 974.00000 1948.00| 840.00000 1680.00
SIGNAL DETECTOR HOUSING, DOUBLE | | |
0162 805-02503 6193.000 m | 2.00000 12386.00| 1.90000 11766.70| 1.20000 7431.60
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0163 805-02658 91.000 m | 7.90000 718.90| 7.50000 682.50| 10.00000 910.00
CABLE, COAXIAL | | |
0164 805-03979 8.000 EACH | 1320.00000 10560.00| 1258.00000 10064.00| 1150.00000 9200.00
EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | |
CHANNEL, TWO DIRECTIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0165 805-03980 8.000 EACH | 300.00000 2400.00| 284.00000 2272.00| 233.00000 1864.00
EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | |
0166 805-03983 4.000 EACH | 5180.00000 20720.00| 4934.00000 19736.00| 4670.00000 18680.00
PHASE SELECTORS | | |
0167 805-03985 398.000 m | 4.30000 1711.40| 4.00000 1592.00| 8.00000 3184.00
DETECTOR CABLE 3C 20GA. | | |
0168 805-05540 1200.000 m | 1.25000 1500.00| 1.55000 1860.00| 2.55000 3060.00
WARNING TAPE | | |
0169 805-08464 4.000 EACH | 4100.00000 16400.00| 3915.00000 15660.00| 3144.00000 12576.00
RADIO, INTERCONNECT | | |
0170 805-08466 4.000 EACH | 265.00000 1060.00| 252.00000 1008.00| 230.00000 920.00
RADIO ANTENNA, 9db, YAGI | | |
0172 805-09230 3622.000 m | 0.70000 2535.40| 2.00000 7244.00| 1.25000 4527.50
PULL ROPE | | |
0173 805-78100 4.000 EACH | 15000.00000 60000.00| 14315.00000 57260.00| 12980.00000 51920.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0174 805-78205 22.000 EACH | 885.00000 19470.00| 842.00000 18524.00| 766.00000 16852.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0175 805-78230 10.000 EACH | 1315.00000 13150.00| 1255.00000 12550.00| 1188.00000 11880.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0176 805-78415 16.000 EACH | 1675.00000 26800.00| 1593.00000 25488.00| 1511.00000 24176.00
SPAN, CATENARY, AND TETHER | | |
0177 805-78420 16.000 EACH | 240.00000 3840.00| 231.00000 3696.00| 255.00000 4080.00
DISCONNECT HANGER | | |
0178 805-78467 277.000 m | 7.90000 2188.30| 7.50000 2077.50| 7.80000 2160.60
SIGNAL CABLE, 3C 8GA. | | |
0179 805-78480 2934.000 m | 3.55000 10415.70| 3.40000 9975.60| 3.00000 8802.00
SIGNAL CABLE, 3C 14GA. | | |
0180 805-78485 191.000 m | 4.40000 840.40| 4.20000 802.20| 4.40000 840.40
SIGNAL CABLE, 5C 14GA. | | |
0181 805-78490 880.000 m | 5.15000 4532.00| 4.90000 4312.00| 4.90000 4312.00
SIGNAL CABLE, 7C 14GA. | | |
0182 805-78510 1640.000 m | 3.05000 5002.00| 2.90000 4756.00| 2.60000 4264.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0183 805-78785 18.000 EACH | 965.00000 17370.00| 919.00000 16542.00| 664.00000 11952.00
SIGNAL DETECTOR HOUSING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0184 805-78795 1877.000 m | 27.25000 51148.25| 26.00000 48802.00| 24.60000 46174.20
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0185 805-78925 4.000 EACH | 1160.00000 4640.00| 1106.00000 4424.00| 972.00000 3888.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0186 805-81032 16.000 EACH | 1070.00000 17120.00| 1020.00000 16320.00| 3558.00000 56928.00
SIGNAL STRAIN POLE, STEEL, 9.2m | | |
0187 805-92504 27.000 EACH | 305.00000 8235.00| 290.00000 7830.00| 352.00000 9504.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0188 805-96121 22.000 EACH | 170.00000 3740.00| 163.00000 3586.00| 146.00000 3212.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0189 807-78590 11.000 EACH | 2675.00000 29425.00| 1698.00000 18678.00| 2863.00000 31493.00
HANDHOLE , S | | |
0190 808-03775 13.000 EACH | 235.00000 3055.00| 115.00000 1495.00| 225.00000 2925.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (BIKE) | | |
0191 808-04096 13.000 EACH | 235.00000 3055.00| 115.00000 1495.00| 225.00000 2925.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (LANE) | | |
0192 808-06701 614.000 m | 1.50000 921.00| 1.10000 675.40| 1.44000 884.16
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
0193 808-06703 2411.000 m | 1.50000 3616.50| 1.10000 2652.10| 1.44000 3471.84
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0194 808-06716 163.000 m | 2.10000 342.30| 8.00000 1304.00| 2.00000 326.00
LINE, REMOVE | | |
0195 808-75240 41.000 m | 1.50000 61.50| 1.10000 45.10| 1.44000 59.04
LINE, THERMOPLASTIC, BROKEN, YELLOW, | | |
100mm | | |
0196 808-75245 2572.500 m | 1.50000 3858.75| 1.10000 2829.75| 1.44000 3704.40
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0197 808-75297 155.500 m | 17.00000 2643.50| 13.00000 2021.50| 16.10000 2503.55
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0198 808-75300 549.500 m | 3.00000 1648.50| 3.25000 1785.88| 2.88000 1582.56
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 150 mm | | |
0199 808-75320 15.000 EACH | 68.00000 1020.00| 155.00000 2325.00| 65.00000 975.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 300 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 300 CONTRACT ID : R -30350-A COUNTIES : MONROE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1487672
|O`MARA DAVE CONTRACTOR |CRIDER & CRIDER INC |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 808-75325 15.000 EACH | 73.00000 1095.00| 60.00000 900.00| 70.00000 1050.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0201 808-75340 2.000 EACH | 310.00000 620.00| 845.00000 1690.00| 295.00000 590.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0202 202-03000 LUMP | 4125.00000 4125.00| 5000.00000 5000.00| 30000.00000 30000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 22 | | |
0203 202-03000 LUMP | 7575.00000 7575.00| 12000.00000 12000.00| 30000.00000 30000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 31 | | |
0204 805-09229 2400.000 m | 8.30000 19920.00| 20.00000 48000.00| 16.50000 39600.00
TELEPHONE DUCT , 100 mm, TYPE C | | |
0205 805-09229 1200.000 m | 6.25000 7500.00| 29.00000 34800.00| 9.50000 11400.00
TELEPHONE DUCT , 50 mm, TYPE C | | |
SECTION TOTALS | $ 5,487,107.30| $ 5,531,072.03| $ 7,186,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,487,107.30| $ 5,531,072.03| $ 7,186,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -1
VENDOR RANKING
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/28/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN96003
ZL04004
0810318
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 4,378,413.21 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 4,589,444.59 104.8198%
3 35-1875662 CRIDER & CRIDER INC $ 4,793,228.87 109.4741%
4 35-1212938 ATLAS EXCAVATING INC $ 5,031,950.59 114.9264%
5 35-1461789 POINDEXTER EXCAVATING $ 5,113,799.70 116.7957%
6 35-1111003 WHITE CONSTRUCTION INC $ 5,456,448.00 124.6216%
7 35-1386990 ISOM JACK CONSTRUCTION CO $ 5,991,142.20 136.8336%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 50000.00000 50000.00| 82500.00000 82500.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 215000.00000 215000.00| 220000.00000 220000.00| 250000.00000 250000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 86000.00000 86000.00| 85000.00000 85000.00| 75000.00000 75000.00
CLEARING RIGHT OF WAY | | |
0011 202-02279 432.000 LFT | 6.50000 2808.00| 5.00000 2160.00| 5.00000 2160.00
CURB AND GUTTER, REMOVE | | |
0012 202-96133 6285.000 LFT | 10.00000 62850.00| 8.00000 50280.00| 10.00000 62850.00
PIPE, REMOVE | | |
0013 203-02000 8864.000 CYS | 12.00000 106368.00| 14.00000 124096.00| 40.00000 354560.00
EXCAVATION, COMMON | | |
0014 203-02070 3873.000 CYS | 14.00000 54222.00| 1.00000 3873.00| 0.10000 387.30
BORROW | | |
0015 205-03371 40.000 CYS | 30.00000 1200.00| 25.00000 1000.00| 15.00000 600.00
SEDIMENT, REMOVE | | |
0016 205-06931 189.000 TON | 40.00000 7560.00| 60.00000 11340.00| 40.00000 7560.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 20.000 EACH | 85.00000 1700.00| 87.00000 1740.00| 85.00000 1700.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 7002.000 LFT | 1.22000 8542.44| 1.30000 9102.60| 1.20000 8402.40
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 38114.000 SYS | 5.00000 190570.00| 2.00000 76228.00| 4.10000 156267.40
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08266 4996.000 SYS | 4.00000 19984.00| 6.00000 29976.00| 1.50000 7494.00
SUBGRADE TREATMENT, TYPE III | | |
0021 207-08267 1882.000 SYS | 9.00000 16938.00| 10.00000 18820.00| 7.50000 14115.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-09264 9871.000 CYS | 18.00000 177678.00| 20.00000 197420.00| 22.00000 217162.00
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 1413.000 TON | 12.00000 16956.00| 20.00000 28260.00| 17.30000 24444.90
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-08210 37.000 TON | 40.00000 1480.00| 43.00000 1591.00| 25.70000 950.90
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0025 304-07489 117.000 TON | 110.00000 12870.00| 90.00000 10530.00| 125.00000 14625.00
HMA PATCHING, TYPE A | | |
0026 304-07492 2149.000 TON | 50.00000 107450.00| 62.00000 133238.00| 52.00000 111748.00
WIDENING WITH HMA, TYPE A | | |
0027 306-08034 514.000 SYS | 6.00000 3084.00| 4.00000 2056.00| 7.50000 3855.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 401-06264 LUMP | 1.00000 1.00| 1000.00000 1000.00| 1000.00000 1000.00
PROFILOGRAPH, HMA | | |
0029 401-07328 2606.000 TON | 75.00000 195450.00| 64.80000 168868.80| 68.50000 178511.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0030 401-07398 4249.000 TON | 56.00000 237944.00| 55.60000 236244.40| 58.90000 250266.10
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0031 401-07424 9628.000 TON | 54.00000 519912.00| 54.50000 524726.00| 57.70000 555535.60
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0032 401-07429 5345.000 TON | 59.00000 315355.00| 53.50000 285957.50| 56.50000 301992.50
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0033 402-07432 365.000 TON | 70.00000 25550.00| 70.00000 25550.00| 74.00000 27010.00
HMA SURFACE, TYPE A | | |
0034 402-07435 614.000 TON | 55.00000 33770.00| 59.40000 36471.60| 62.50000 38375.00
HMA INTERMEDIATE, TYPE A | | |
0035 402-07451 65.000 TON | 100.00000 6500.00| 75.00000 4875.00| 79.00000 5135.00
HMA WEDGE AND LEVEL, TYPE B | | |
0036 406-05520 35.300 TON | 50.00000 1765.00| 600.00000 21180.00| 600.00000 21180.00
ASPHALT FOR TACK COAT | | |
0037 502-06327 346.000 SYS | 45.00000 15570.00| 54.00000 18684.00| 67.00000 23182.00
PCCP, 10 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-05999 2.000 EACH | 50.00000 100.00| 51.00000 102.00| 50.00000 100.00
CURVED TERMINAL END | | |
0039 601-99105 31.250 LFT | 20.00000 625.00| 20.60000 643.75| 20.00000 625.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 604-07896 21.000 SYS | 130.00000 2730.00| 124.00000 2604.00| 135.00000 2835.00
CURB RAMP, CONCRETE, B | | |
0041 604-07897 23.000 SYS | 130.00000 2990.00| 110.00000 2530.00| 182.00000 4186.00
CURB RAMP, CONCRETE, C | | |
0042 604-07901 62.000 SYS | 150.00000 9300.00| 116.00000 7192.00| 145.00000 8990.00
CURB RAMP, CONCRETE, G | | |
0043 604-07904 14.000 SYS | 200.00000 2800.00| 150.00000 2100.00| 120.00000 1680.00
CURB RAMP, CONCRETE, L | | |
0044 605-06120 911.000 LFT | 32.00000 29152.00| 20.00000 18220.00| 9.00000 8199.00
CURB, CONCRETE | | |
0046 605-06140 12702.000 LFT | 9.00000 114318.00| 12.30000 156234.60| 9.95000 126384.90
CURB AND GUTTER, CONCRETE , MODIFIED | | |
0047 605-97937 252.000 LFT | 25.00000 6300.00| 16.00000 4032.00| 9.95000 2507.40
CURB AND GUTTER, CONCRETE, ROLL | | |
0048 610-07487 212.000 TON | 80.00000 16960.00| 83.60000 17723.20| 88.00000 18656.00
HMA FOR APPROACHES, TYPE B | | |
0049 610-08446 172.000 SYS | 30.00000 5160.00| 57.00000 9804.00| 40.00000 6880.00
PCCP FOR APPROACHES, 6 IN. | | |
0050 610-09108 1440.000 SYS | 34.00000 48960.00| 54.00000 77760.00| 44.00000 63360.00
PCCP FOR APPROACHES, 9 IN. | | |
0051 615-06490 56.000 EACH | 130.00000 7280.00| 134.00000 7504.00| 130.00000 7280.00
RIGHT OF WAY MARKER | | |
0052 615-06505 17.000 EACH | 450.00000 7650.00| 720.00000 12240.00| 700.00000 11900.00
MONUMENT, B | | |
0053 616-02320 205.000 SYS | 3.00000 615.00| 2.00000 410.00| 2.50000 512.50
GEOTEXTILES | | |
0054 616-06405 145.000 TON | 40.00000 5800.00| 36.00000 5220.00| 26.70000 3871.50
RIPRAP, REVETMENT | | |
0055 621-01004 8.000 EACH | 175.00000 1400.00| 180.00000 1440.00| 175.00000 1400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-06545 2.880 TON | 1400.00000 4032.00| 1440.00000 4147.20| 1400.00000 4032.00
FERTILIZER | | |
0057 621-06554 718.000 LBS | 6.00000 4308.00| 6.30000 4523.40| 6.10000 4379.80
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 621-06557 325.000 LBS | 4.00000 1300.00| 4.20000 1365.00| 4.05000 1316.25
SEED MIXTURE, T | | |
0059 621-06565 16.400 TON | 275.00000 4510.00| 360.00000 5904.00| 350.00000 5740.00
MULCHING MATERIAL | | |
0060 621-06567 11.000 kGAL | 1.00000 11.00| 1.03000 11.33| 1.00000 11.00
WATER | | |
0061 621-06574 3256.000 SYS | 2.95000 9605.20| 3.04000 9898.24| 2.95000 9605.20
SODDING | | |
0062 628-09403 18.000 MOS | 2000.00000 36000.00| 2100.00000 37800.00| 1950.00000 35100.00
FIELD OFFICE, C | | |
0063 628-09407 36.000 MOS | 150.00000 5400.00| 200.00000 7200.00| 125.00000 4500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0064 714-08514 88.000 SFT | 343.00000 30184.00| 200.00000 17600.00| 550.00000 48400.00
WINGWALL | | |
0065 714-29403 96.000 LFT | 900.00000 86400.00| 900.00000 86400.00| 1000.00000 96000.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 10' X 7' | | |
0066 715-04612 50.000 LFT | 50.00000 2500.00| 15.50000 775.00| 20.00000 1000.00
PIPE , TYPE 5, CIRCULAR, 6 IN. | | |
0067 715-05024 2335.000 LFT | 57.00000 133095.00| 51.00000 119085.00| 60.00000 140100.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0068 715-05048 12489.000 LFT | 4.00000 49956.00| 3.00000 37467.00| 2.75000 34344.75
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0069 715-05149 1719.000 LFT | 30.00000 51570.00| 24.00000 41256.00| 25.00000 42975.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 1096.000 LFT | 30.00000 32880.00| 25.00000 27400.00| 30.00000 32880.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1018.000 LFT | 35.00000 35630.00| 30.00000 30540.00| 35.00000 35630.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 822.000 LFT | 42.00000 34524.00| 35.00000 28770.00| 40.00000 32880.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 868.000 LFT | 54.00000 46872.00| 50.00000 43400.00| 50.00000 43400.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05159 312.000 LFT | 150.00000 46800.00| 76.00000 23712.00| 65.00000 20280.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0075 715-05161 502.000 LFT | 60.00000 30120.00| 110.00000 55220.00| 80.00000 40160.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0076 715-05217 100.000 LFT | 35.00000 3500.00| 19.00000 1900.00| 30.00000 3000.00
PIPE, TYPE 5, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-06004 1.000 EACH | 5000.00000 5000.00| 2840.00000 2840.00| 1070.00000 1070.00
CONCRETE ANCHOR, 48 IN. | | |
0078 715-07794 10.000 EACH | 3200.00000 32000.00| 3000.00000 30000.00| 3750.00000 37500.00
WATER MAIN CONNECTIONS | | |
0079 715-09064 4160.000 LFT | 1.20000 4992.00| 1.25000 5200.00| 1.00000 4160.00
VIDEO INSPECTION FOR PIPE | | |
0080 715-46030 2.000 EACH | 500.00000 1000.00| 1050.00000 2100.00| 1000.00000 2000.00
PIPE END SECTION, 30 IN. | | |
0081 715-91738 15.000 LFT | 80.00000 1200.00| 35.00000 525.00| 35.00000 525.00
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0082 715-91739 690.000 LFT | 30.00000 20700.00| 38.00000 26220.00| 35.00000 24150.00
WATER MAIN, DUCTILE IRON, 8 IN. | | |
0083 715-92544 6410.000 LFT | 36.00000 230760.00| 48.00000 307680.00| 40.00000 256400.00
WATER MAIN, DUCTILE IRON, 12 IN. | | |
0084 715-94533 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 2200.00000 4400.00
ADJUST WATER SERVICE LINE,COMMERCIAL | | |
0085 715-94534 8.000 EACH | 1500.00000 12000.00| 1000.00000 8000.00| 1680.00000 13440.00
ADJUST WATER SERVICE LINE,RESIDENTIAL | | |
0086 715-96669 405.000 LFT | 70.00000 28350.00| 100.00000 40500.00| 50.00000 20250.00
WATER MAIN, DUCTILE IRON, 16 IN. | | |
0087 718-06532 6000.000 LFT | 0.85000 5100.00| 0.90000 5400.00| 0.75000 4500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0088 718-52610 1393.000 CYS | 35.00000 48755.00| 37.00000 51541.00| 30.00000 41790.00
AGGREGATE FOR UNDERDRAINS | | |
0089 718-99153 10987.000 SYS | 1.00000 10987.00| 1.65000 18128.55| 0.75000 8240.25
GEOTEXTILES FOR UNDERDRAIN | | |
0090 720-08559 3.000 EACH | 21000.00000 63000.00| 15500.00000 46500.00| 15000.00000 45000.00
BEST MANAGEMENT PRACITICES | | |
0091 720-44000 8.000 EACH | 500.00000 4000.00| 500.00000 4000.00| 400.00000 3200.00
CASTING, ADJUST TO GRADE | | |
0092 720-45030 19.000 EACH | 800.00000 15200.00| 1400.00000 26600.00| 1250.00000 23750.00
INLET, E7 | | |
0093 720-45040 1.000 EACH | 1700.00000 1700.00| 2300.00000 2300.00| 2400.00000 2400.00
INLET, G7 | | |
0094 720-45041 1.000 EACH | 1750.00000 1750.00| 2800.00000 2800.00| 2000.00000 2000.00
INLET, H5 , MODIFIED | | |
0095 720-45410 18.000 EACH | 1300.00000 23400.00| 2100.00000 37800.00| 1750.00000 31500.00
MANHOLE, C4 | | |
0096 720-45415 16.000 EACH | 2200.00000 35200.00| 3000.00000 48000.00| 2750.00000 44000.00
MANHOLE, D4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 720-45416 5.000 EACH | 3100.00000 15500.00| 3700.00000 18500.00| 4000.00000 20000.00
MANHOLE, E4 | | |
0098 720-45605 4.000 LFT | 480.00000 1920.00| 500.00000 2000.00| 150.00000 600.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0099 720-90984 2.000 EACH | 1400.00000 2800.00| 2400.00000 4800.00| 2000.00000 4000.00
MANHOLE, C2 | | |
0100 720-93409 7.000 EACH | 2200.00000 15400.00| 2400.00000 16800.00| 2000.00000 14000.00
INLET, B15, MODIFIED | | |
0101 720-93411 4.000 EACH | 2500.00000 10000.00| 2300.00000 9200.00| 2000.00000 8000.00
INLET, C15, MODIFIED | | |
0102 720-95422 10.000 EACH | 2000.00000 20000.00| 3200.00000 32000.00| 2750.00000 27500.00
MANHOLE, J4 | | |
0103 720-96999 12.000 EACH | 2700.00000 32400.00| 4500.00000 54000.00| 3000.00000 36000.00
FIRE HYDRANT ASSEMBLY | | |
0104 720-98174 27.000 EACH | 1600.00000 43200.00| 2200.00000 59400.00| 2000.00000 54000.00
INLET, B15 | | |
0105 720-98555 49.000 EACH | 1600.00000 78400.00| 2300.00000 112700.00| 2000.00000 98000.00
INLET, C15 | | |
0106 732-02433 27.000 EACH | 1750.00000 47250.00| 2300.00000 62100.00| 2100.00000 56700.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 12 IN. | | |
0107 732-02531 1.000 EACH | 800.00000 800.00| 1200.00000 1200.00| 1200.00000 1200.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON 6 IN. | | |
0108 732-02532 6.000 EACH | 1000.00000 6000.00| 1400.00000 8400.00| 1350.00000 8100.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. | | |
0109 732-04926 4.000 EACH | 6100.00000 24400.00| 7000.00000 28000.00| 5250.00000 21000.00
VALVE WITH BOX, RESTR, GATE, DUCT. IRON | | |
16 IN | | |
0110 732-97009 13.000 EACH | 500.00000 6500.00| 400.00000 5200.00| 500.00000 6500.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0111 801-03290 2.000 EACH | 150.00000 300.00| 227.00000 454.00| 150.00000 300.00
CONSTRUCTION SIGN, C | | |
0112 801-04308 10.000 EACH | 235.00000 2350.00| 144.00000 1440.00| 235.00000 2350.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0113 801-06203 26911.000 LFT | 0.12000 3229.32| 0.16000 4305.76| 0.12000 3229.32
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0114 801-06207 24852.000 LFT | 0.90000 22366.80| 0.88000 21869.76| 0.90000 22366.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-06216 34.000 LFT | 7.00000 238.00| 4.12000 140.08| 3.00000 102.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0116 801-06218 55.000 LFT | 7.00000 385.00| 5.67000 311.85| 7.00000 385.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0117 801-06625 26.000 EACH | 66.00000 1716.00| 61.80000 1606.80| 65.00000 1690.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 42.000 EACH | 125.00000 5250.00| 206.00000 8652.00| 125.00000 5250.00
CONSTRUCTION SIGN, A | | |
0119 801-06775 LUMP | 7800.00000 7800.00| 62000.00000 62000.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
0120 801-07118 216.000 LFT | 6.50000 1404.00| 10.30000 2224.80| 6.50000 1404.00
BARRICADE, III-A | | |
0121 801-07119 72.000 LFT | 8.00000 576.00| 10.30000 741.60| 8.00000 576.00
BARRICADE, III-B | | |
0122 802-05701 421.500 LFT | 13.00000 5479.50| 13.39000 5643.89| 13.00000 5479.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0123 802-05702 140.000 LFT | 14.00000 1960.00| 14.42000 2018.80| 14.00000 1960.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0124 802-76025 219.250 SFT | 11.80000 2587.15| 12.15000 2663.89| 11.80000 2587.15
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0125 802-76035 95.150 SFT | 13.00000 1236.95| 13.39000 1274.06| 13.00000 1236.95
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0126 802-76045 78.000 SFT | 16.00000 1248.00| 16.48000 1285.44| 16.00000 1248.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0127 805-02426 308.000 LFT | 9.00000 2772.00| 9.27000 2855.16| 9.00000 2772.00
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0128 805-06592 308.000 LFT | 13.00000 4004.00| 13.39000 4124.12| 13.00000 4004.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0129 807-02191 3.000 EACH | 680.00000 2040.00| 700.40000 2101.20| 680.00000 2040.00
HANDHOLE, LIGHTING | | |
0130 807-02193 8.000 EACH | 855.00000 6840.00| 880.65000 7045.20| 855.00000 6840.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 807-04112 720.000 LFT | 1.20000 864.00| 1.24000 892.80| 1.20000 864.00
WIRE, XHHW, NO. 10 | | |
0132 807-07580 503.000 LFT | 9.00000 4527.00| 9.27000 4662.81| 9.00000 4527.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0133 807-85740 8.000 EACH | 1400.00000 11200.00| 1442.00000 11536.00| 1400.00000 11200.00
LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0134 807-86605 8.000 EACH | 365.00000 2920.00| 375.95000 3007.60| 365.00000 2920.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0135 807-86805 1.000 EACH | 2560.00000 2560.00| 2636.80000 2636.80| 2560.00000 2560.00
SERVICE POINT, I | | |
0136 807-86910 8.000 EACH | 24.00000 192.00| 24.72000 197.76| 24.00000 192.00
CONNECTOR KIT, UNFUSED | | |
0137 807-86915 8.000 EACH | 26.00000 208.00| 26.78000 214.24| 26.00000 208.00
CONNECTOR KIT, FUSED | | |
0138 807-86920 9.000 EACH | 21.00000 189.00| 21.63000 194.67| 21.00000 189.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0139 807-86925 8.000 EACH | 24.00000 192.00| 24.72000 197.76| 24.00000 192.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0140 807-86930 16.000 EACH | 21.00000 336.00| 21.63000 346.08| 21.00000 336.00
INSULATION LINK, NONWATERPROOFED | | |
0141 807-86935 20.000 EACH | 24.00000 480.00| 24.72000 494.40| 24.00000 480.00
INSULATION LINK, WATERPROOFED | | |
0142 807-86950 8.000 EACH | 56.00000 448.00| 57.68000 461.44| 56.00000 448.00
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0143 807-86955 6.000 EACH | 140.00000 840.00| 144.20000 865.20| 140.00000 840.00
CABLE DUCT MARKER | | |
0144 808-03439 60.000 LFT | 10.00000 600.00| 6.18000 370.80| 10.00000 600.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0145 808-04767 68.000 LFT | 1.00000 68.00| 3.09000 210.12| 1.00000 68.00
LINE , THERMOPLASTIC, BROKEN, WHITE, 12 | | |
IN. | | |
0146 808-06703 1428.000 LFT | 0.28000 399.84| 0.29000 414.12| 0.28000 399.84
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-1875662
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 808-06705 118.000 LFT | 0.56000 66.08| 1.03000 121.54| 0.56000 66.08
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0148 808-06716 18300.000 LFT | 0.39000 7137.00| 0.52000 9516.00| 0.39000 7137.00
LINE, REMOVE | | |
0149 808-08258 56.000 LFT | 3.00000 168.00| 10.30000 576.80| 3.00000 168.00
TRANSVERSE MARKINGS , THERMOPLASTIC, | | |
YIELD LINE | | |
0150 808-74812 69.000 LFT | 5.00000 345.00| 5.15000 355.35| 5.00000 345.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0151 808-75240 2223.000 LFT | 0.28000 622.44| 0.29000 644.67| 0.28000 622.44
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0152 808-75245 11163.000 LFT | 0.28000 3125.64| 0.29000 3237.27| 0.28000 3125.64
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0153 808-75297 102.000 LFT | 10.00000 1020.00| 6.18000 630.36| 10.00000 1020.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0154 808-75300 310.000 LFT | 1.25000 387.50| 1.55000 480.50| 1.25000 387.50
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0155 808-75320 21.000 EACH | 55.00000 1155.00| 56.65000 1189.65| 55.00000 1155.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0156 808-75325 21.000 EACH | 80.00000 1680.00| 77.25000 1622.25| 80.00000 1680.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0157 808-75998 313.000 EACH | 15.95000 4992.35| 18.54000 5803.02| 15.00000 4695.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0158 808-92027 1600.000 LFT | 0.60000 960.00| 1.03000 1648.00| 0.60000 960.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0159 604-91531 849.000 SYS | 38.00000 32262.00| 35.00000 29715.00| 30.00000 25470.00
SIDEWALK, CONCRETE, 4 IN. | | |
SECTION TOTALS | $ 4,378,413.21| $ 4,589,444.59| $ 4,793,228.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,378,413.21| $ 4,589,444.59| $ 4,793,228.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| 70000.00000 70000.00| 49000.00000 49000.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 255000.00000 255000.00| 251000.00000 251000.00| 263000.00000 263000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 100000.00000 100000.00| 150000.00000 150000.00| 61000.00000 61000.00
CLEARING RIGHT OF WAY | | |
0011 202-02279 432.000 LFT | 3.00000 1296.00| 10.00000 4320.00| 5.00000 2160.00
CURB AND GUTTER, REMOVE | | |
0012 202-96133 6285.000 LFT | 5.00000 31425.00| 7.00000 43995.00| 15.00000 94275.00
PIPE, REMOVE | | |
0013 203-02000 8864.000 CYS | 20.00000 177280.00| 17.00000 150688.00| 19.50000 172848.00
EXCAVATION, COMMON | | |
0014 203-02070 3873.000 CYS | 0.01000 38.73| 5.00000 19365.00| 7.00000 27111.00
BORROW | | |
0015 205-03371 40.000 CYS | 12.00000 480.00| 70.00000 2800.00| 30.00000 1200.00
SEDIMENT, REMOVE | | |
0016 205-06931 189.000 TON | 38.00000 7182.00| 35.00000 6615.00| 62.00000 11718.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 20.000 EACH | 85.00000 1700.00| 90.00000 1800.00| 125.00000 2500.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 7002.000 LFT | 1.00000 7002.00| 1.30000 9102.60| 5.00000 35010.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 38114.000 SYS | 3.45000 131493.30| 4.50000 171513.00| 5.20000 198192.80
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08266 4996.000 SYS | 6.00000 29976.00| 6.80000 33972.80| 7.20000 35971.20
SUBGRADE TREATMENT, TYPE III | | |
0021 207-08267 1882.000 SYS | 6.00000 11292.00| 7.00000 13174.00| 16.00000 30112.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-09264 9871.000 CYS | 16.00000 157936.00| 15.00000 148065.00| 20.00000 197420.00
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 1413.000 TON | 20.00000 28260.00| 16.00000 22608.00| 23.00000 32499.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-08210 37.000 TON | 20.00000 740.00| 80.00000 2960.00| 49.00000 1813.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0025 304-07489 117.000 TON | 100.00000 11700.00| 109.00000 12753.00| 106.00000 12402.00
HMA PATCHING, TYPE A | | |
0026 304-07492 2149.000 TON | 62.48000 134269.52| 73.00000 156877.00| 67.00000 143983.00
WIDENING WITH HMA, TYPE A | | |
0027 306-08034 514.000 SYS | 2.20000 1130.80| 10.00000 5140.00| 9.00000 4626.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 401-06264 LUMP | 1000.00000 1000.00| 1060.00000 1060.00| 1125.00000 1125.00
PROFILOGRAPH, HMA | | |
0029 401-07328 2606.000 TON | 64.00000 166784.00| 72.50000 188935.00| 72.00000 187632.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0030 401-07398 4249.000 TON | 56.00000 237944.00| 62.50000 265562.50| 63.00000 267687.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0031 401-07424 9628.000 TON | 55.00000 529540.00| 61.10000 588270.80| 61.00000 587308.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0032 401-07429 5345.000 TON | 55.00000 293975.00| 60.00000 320700.00| 59.00000 315355.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0033 402-07432 365.000 TON | 74.00000 27010.00| 79.00000 28835.00| 79.00000 28835.00
HMA SURFACE, TYPE A | | |
0034 402-07435 614.000 TON | 62.50000 38375.00| 66.00000 40524.00| 68.00000 41752.00
HMA INTERMEDIATE, TYPE A | | |
0035 402-07451 65.000 TON | 79.00000 5135.00| 90.00000 5850.00| 85.00000 5525.00
HMA WEDGE AND LEVEL, TYPE B | | |
0036 406-05520 35.300 TON | 600.00000 21180.00| 630.00000 22239.00| 720.00000 25416.00
ASPHALT FOR TACK COAT | | |
0037 502-06327 346.000 SYS | 40.00000 13840.00| 80.00000 27680.00| 34.00000 11764.00
PCCP, 10 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-05999 2.000 EACH | 50.00000 100.00| 60.00000 120.00| 65.00000 130.00
CURVED TERMINAL END | | |
0039 601-99105 31.250 LFT | 20.00000 625.00| 30.00000 937.50| 35.00000 1093.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 604-07896 21.000 SYS | 165.00000 3465.00| 155.00000 3255.00| 148.00000 3108.00
CURB RAMP, CONCRETE, B | | |
0041 604-07897 23.000 SYS | 226.00000 5198.00| 180.00000 4140.00| 149.00000 3427.00
CURB RAMP, CONCRETE, C | | |
0042 604-07901 62.000 SYS | 190.00000 11780.00| 180.00000 11160.00| 149.00000 9238.00
CURB RAMP, CONCRETE, G | | |
0043 604-07904 14.000 SYS | 180.00000 2520.00| 180.00000 2520.00| 149.00000 2086.00
CURB RAMP, CONCRETE, L | | |
0044 605-06120 911.000 LFT | 9.00000 8199.00| 33.00000 30063.00| 25.00000 22775.00
CURB, CONCRETE | | |
0046 605-06140 12702.000 LFT | 9.95000 126384.90| 20.10000 255310.20| 16.00000 203232.00
CURB AND GUTTER, CONCRETE , MODIFIED | | |
0047 605-97937 252.000 LFT | 9.95000 2507.40| 32.00000 8064.00| 26.00000 6552.00
CURB AND GUTTER, CONCRETE, ROLL | | |
0048 610-07487 212.000 TON | 88.00000 18656.00| 93.00000 19716.00| 105.00000 22260.00
HMA FOR APPROACHES, TYPE B | | |
0049 610-08446 172.000 SYS | 42.00000 7224.00| 52.50000 9030.00| 52.00000 8944.00
PCCP FOR APPROACHES, 6 IN. | | |
0050 610-09108 1440.000 SYS | 42.00000 60480.00| 62.00000 89280.00| 58.00000 83520.00
PCCP FOR APPROACHES, 9 IN. | | |
0051 615-06490 56.000 EACH | 130.00000 7280.00| 138.00000 7728.00| 140.00000 7840.00
RIGHT OF WAY MARKER | | |
0052 615-06505 17.000 EACH | 700.00000 11900.00| 740.00000 12580.00| 810.00000 13770.00
MONUMENT, B | | |
0053 616-02320 205.000 SYS | 5.00000 1025.00| 4.00000 820.00| 3.20000 656.00
GEOTEXTILES | | |
0054 616-06405 145.000 TON | 30.00000 4350.00| 29.00000 4205.00| 26.00000 3770.00
RIPRAP, REVETMENT | | |
0055 621-01004 8.000 EACH | 175.00000 1400.00| 185.00000 1480.00| 190.00000 1520.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-06545 2.880 TON | 1400.00000 4032.00| 1500.00000 4320.00| 1500.00000 4320.00
FERTILIZER | | |
0057 621-06554 718.000 LBS | 6.12000 4394.16| 6.50000 4667.00| 8.00000 5744.00
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 621-06557 325.000 LBS | 4.05000 1316.25| 4.50000 1462.50| 6.00000 1950.00
SEED MIXTURE, T | | |
0059 621-06565 16.400 TON | 350.00000 5740.00| 370.00000 6068.00| 450.00000 7380.00
MULCHING MATERIAL | | |
0060 621-06567 11.000 kGAL | 1.00000 11.00| 10.00000 110.00| 1.32000 14.52
WATER | | |
0061 621-06574 3256.000 SYS | 3.00000 9768.00| 3.50000 11396.00| 3.45000 11233.20
SODDING | | |
0062 628-09403 18.000 MOS | 2500.00000 45000.00| 2500.00000 45000.00| 1950.00000 35100.00
FIELD OFFICE, C | | |
0063 628-09407 36.000 MOS | 70.00000 2520.00| 150.00000 5400.00| 510.00000 18360.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0064 714-08514 88.000 SFT | 600.00000 52800.00| 695.00000 61160.00| 685.00000 60280.00
WINGWALL | | |
0065 714-29403 96.000 LFT | 1000.00000 96000.00| 790.00000 75840.00| 870.00000 83520.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 10' X 7' | | |
0066 715-04612 50.000 LFT | 2.90000 145.00| 30.00000 1500.00| 43.00000 2150.00
PIPE , TYPE 5, CIRCULAR, 6 IN. | | |
0067 715-05024 2335.000 LFT | 85.00000 198475.00| 58.50000 136597.50| 52.00000 121420.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0068 715-05048 12489.000 LFT | 2.90000 36218.10| 3.10000 38715.90| 3.20000 39964.80
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0069 715-05149 1719.000 LFT | 45.00000 77355.00| 31.50000 54148.50| 38.00000 65322.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 1096.000 LFT | 45.00000 49320.00| 34.50000 37812.00| 29.00000 31784.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1018.000 LFT | 45.00000 45810.00| 35.50000 36139.00| 32.00000 32576.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 822.000 LFT | 50.00000 41100.00| 43.50000 35757.00| 38.00000 31236.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 868.000 LFT | 65.00000 56420.00| 50.50000 43834.00| 48.00000 41664.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05159 312.000 LFT | 110.00000 34320.00| 70.00000 21840.00| 61.00000 19032.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0075 715-05161 502.000 LFT | 135.00000 67770.00| 81.00000 40662.00| 72.00000 36144.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0076 715-05217 100.000 LFT | 45.00000 4500.00| 35.00000 3500.00| 42.00000 4200.00
PIPE, TYPE 5, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-06004 1.000 EACH | 4000.00000 4000.00| 2600.00000 2600.00| 3100.00000 3100.00
CONCRETE ANCHOR, 48 IN. | | |
0078 715-07794 10.000 EACH | 3000.00000 30000.00| 800.00000 8000.00| 1300.00000 13000.00
WATER MAIN CONNECTIONS | | |
0079 715-09064 4160.000 LFT | 1.00000 4160.00| 1.30000 5408.00| 2.00000 8320.00
VIDEO INSPECTION FOR PIPE | | |
0080 715-46030 2.000 EACH | 1250.00000 2500.00| 700.00000 1400.00| 850.00000 1700.00
PIPE END SECTION, 30 IN. | | |
0081 715-91738 15.000 LFT | 150.00000 2250.00| 50.00000 750.00| 35.00000 525.00
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0082 715-91739 690.000 LFT | 65.00000 44850.00| 32.00000 22080.00| 34.00000 23460.00
WATER MAIN, DUCTILE IRON, 8 IN. | | |
0083 715-92544 6410.000 LFT | 47.00000 301270.00| 45.00000 288450.00| 39.00000 249990.00
WATER MAIN, DUCTILE IRON, 12 IN. | | |
0084 715-94533 2.000 EACH | 4000.00000 8000.00| 1525.00000 3050.00| 1520.00000 3040.00
ADJUST WATER SERVICE LINE,COMMERCIAL | | |
0085 715-94534 8.000 EACH | 1500.00000 12000.00| 1320.00000 10560.00| 1250.00000 10000.00
ADJUST WATER SERVICE LINE,RESIDENTIAL | | |
0086 715-96669 405.000 LFT | 410.00000 166050.00| 70.00000 28350.00| 67.00000 27135.00
WATER MAIN, DUCTILE IRON, 16 IN. | | |
0087 718-06532 6000.000 LFT | 0.85000 5100.00| 0.90000 5400.00| 1.20000 7200.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0088 718-52610 1393.000 CYS | 35.90000 50008.70| 36.00000 50148.00| 45.00000 62685.00
AGGREGATE FOR UNDERDRAINS | | |
0089 718-99153 10987.000 SYS | 1.60000 17579.20| 1.60000 17579.20| 2.00000 21974.00
GEOTEXTILES FOR UNDERDRAIN | | |
0090 720-08559 3.000 EACH | 16000.00000 48000.00| 26500.00000 79500.00| 35000.00000 105000.00
BEST MANAGEMENT PRACITICES | | |
0091 720-44000 8.000 EACH | 300.00000 2400.00| 600.00000 4800.00| 450.00000 3600.00
CASTING, ADJUST TO GRADE | | |
0092 720-45030 19.000 EACH | 2000.00000 38000.00| 1000.00000 19000.00| 2200.00000 41800.00
INLET, E7 | | |
0093 720-45040 1.000 EACH | 2200.00000 2200.00| 1600.00000 1600.00| 2200.00000 2200.00
INLET, G7 | | |
0094 720-45041 1.000 EACH | 2000.00000 2000.00| 2100.00000 2100.00| 2200.00000 2200.00
INLET, H5 , MODIFIED | | |
0095 720-45410 18.000 EACH | 3200.00000 57600.00| 1200.00000 21600.00| 2850.00000 51300.00
MANHOLE, C4 | | |
0096 720-45415 16.000 EACH | 6500.00000 104000.00| 1890.00000 30240.00| 3750.00000 60000.00
MANHOLE, D4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 720-45416 5.000 EACH | 8500.00000 42500.00| 2690.00000 13450.00| 4300.00000 21500.00
MANHOLE, E4 | | |
0098 720-45605 4.000 LFT | 500.00000 2000.00| 700.00000 2800.00| 1120.00000 4480.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0099 720-90984 2.000 EACH | 3600.00000 7200.00| 1755.00000 3510.00| 2850.00000 5700.00
MANHOLE, C2 | | |
0100 720-93409 7.000 EACH | 2000.00000 14000.00| 1810.00000 12670.00| 2500.00000 17500.00
INLET, B15, MODIFIED | | |
0101 720-93411 4.000 EACH | 2000.00000 8000.00| 1880.00000 7520.00| 2500.00000 10000.00
INLET, C15, MODIFIED | | |
0102 720-95422 10.000 EACH | 4000.00000 40000.00| 1835.00000 18350.00| 3250.00000 32500.00
MANHOLE, J4 | | |
0103 720-96999 12.000 EACH | 3600.00000 43200.00| 4485.00000 53820.00| 4600.00000 55200.00
FIRE HYDRANT ASSEMBLY | | |
0104 720-98174 27.000 EACH | 2200.00000 59400.00| 1750.00000 47250.00| 2250.00000 60750.00
INLET, B15 | | |
0105 720-98555 49.000 EACH | 2000.00000 98000.00| 1830.00000 89670.00| 2250.00000 110250.00
INLET, C15 | | |
0106 732-02433 27.000 EACH | 2000.00000 54000.00| 2350.00000 63450.00| 2850.00000 76950.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 12 IN. | | |
0107 732-02531 1.000 EACH | 1000.00000 1000.00| 930.00000 930.00| 1450.00000 1450.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON 6 IN. | | |
0108 732-02532 6.000 EACH | 1500.00000 9000.00| 1310.00000 7860.00| 1520.00000 9120.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. | | |
0109 732-04926 4.000 EACH | 8500.00000 34000.00| 8275.00000 33100.00| 6850.00000 27400.00
VALVE WITH BOX, RESTR, GATE, DUCT. IRON | | |
16 IN | | |
0110 732-97009 13.000 EACH | 300.00000 3900.00| 1500.00000 19500.00| 450.00000 5850.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0111 801-03290 2.000 EACH | 150.00000 300.00| 300.00000 600.00| 330.00000 660.00
CONSTRUCTION SIGN, C | | |
0112 801-04308 10.000 EACH | 235.00000 2350.00| 795.00000 7950.00| 385.00000 3850.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0113 801-06203 26911.000 LFT | 0.12000 3229.32| 0.65000 17492.15| 0.40000 10764.40
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0114 801-06207 24852.000 LFT | 0.90000 22366.80| 0.85000 21124.20| 1.10000 27337.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -17
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-06216 34.000 LFT | 3.00000 102.00| 10.00000 340.00| 12.00000 408.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0116 801-06218 55.000 LFT | 7.00000 385.00| 10.00000 550.00| 10.00000 550.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0117 801-06625 26.000 EACH | 65.00000 1690.00| 100.00000 2600.00| 92.00000 2392.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 42.000 EACH | 125.00000 5250.00| 265.00000 11130.00| 250.00000 10500.00
CONSTRUCTION SIGN, A | | |
0119 801-06775 LUMP | 8000.00000 8000.00| 45000.00000 45000.00| 219366.62000 219366.62
MAINTAINING TRAFFIC | | |
0120 801-07118 216.000 LFT | 6.50000 1404.00| 14.00000 3024.00| 32.00000 6912.00
BARRICADE, III-A | | |
0121 801-07119 72.000 LFT | 8.00000 576.00| 15.00000 1080.00| 26.00000 1872.00
BARRICADE, III-B | | |
0122 802-05701 421.500 LFT | 13.00000 5479.50| 17.50000 7376.25| 15.00000 6322.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0123 802-05702 140.000 LFT | 14.00000 1960.00| 16.00000 2240.00| 18.00000 2520.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0124 802-76025 219.250 SFT | 11.80000 2587.15| 26.00000 5700.50| 15.00000 3288.75
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0125 802-76035 95.150 SFT | 13.00000 1236.95| 27.00000 2569.05| 16.00000 1522.40
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0126 802-76045 78.000 SFT | 16.00000 1248.00| 30.00000 2340.00| 19.00000 1482.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0127 805-02426 308.000 LFT | 9.00000 2772.00| 15.00000 4620.00| 12.00000 3696.00
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0128 805-06592 308.000 LFT | 13.00000 4004.00| 21.00000 6468.00| 22.00000 6776.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0129 807-02191 3.000 EACH | 680.00000 2040.00| 80.00000 240.00| 720.00000 2160.00
HANDHOLE, LIGHTING | | |
0130 807-02193 8.000 EACH | 855.00000 6840.00| 1235.00000 9880.00| 1150.00000 9200.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -18
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 807-04112 720.000 LFT | 1.20000 864.00| 1.00000 720.00| 2.00000 1440.00
WIRE, XHHW, NO. 10 | | |
0132 807-07580 503.000 LFT | 9.00000 4527.00| 15.00000 7545.00| 12.00000 6036.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0133 807-85740 8.000 EACH | 1400.00000 11200.00| 1820.00000 14560.00| 1750.00000 14000.00
LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0134 807-86605 8.000 EACH | 365.00000 2920.00| 305.00000 2440.00| 420.00000 3360.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0135 807-86805 1.000 EACH | 2560.00000 2560.00| 2862.00000 2862.00| 3500.00000 3500.00
SERVICE POINT, I | | |
0136 807-86910 8.000 EACH | 24.00000 192.00| 62.00000 496.00| 32.00000 256.00
CONNECTOR KIT, UNFUSED | | |
0137 807-86915 8.000 EACH | 26.00000 208.00| 62.00000 496.00| 33.00000 264.00
CONNECTOR KIT, FUSED | | |
0138 807-86920 9.000 EACH | 21.00000 189.00| 30.00000 270.00| 25.00000 225.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0139 807-86925 8.000 EACH | 24.00000 192.00| 40.00000 320.00| 26.00000 208.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0140 807-86930 16.000 EACH | 21.00000 336.00| 30.00000 480.00| 24.00000 384.00
INSULATION LINK, NONWATERPROOFED | | |
0141 807-86935 20.000 EACH | 24.00000 480.00| 40.00000 800.00| 28.00000 560.00
INSULATION LINK, WATERPROOFED | | |
0142 807-86950 8.000 EACH | 56.00000 448.00| 40.00000 320.00| 62.00000 496.00
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0143 807-86955 6.000 EACH | 140.00000 840.00| 330.00000 1980.00| 150.00000 900.00
CABLE DUCT MARKER | | |
0144 808-03439 60.000 LFT | 4.45000 267.00| 5.00000 300.00| 6.00000 360.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0145 808-04767 68.000 LFT | 2.25000 153.00| 2.00000 136.00| 4.20000 285.60
LINE , THERMOPLASTIC, BROKEN, WHITE, 12 | | |
IN. | | |
0146 808-06703 1428.000 LFT | 0.35000 499.80| 0.50000 714.00| 0.52000 742.56
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -19
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 35-1461789 |( 6 ) 35-1111003
|ATLAS EXCAVATING INC |POINDEXTER EXCAVATING |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 808-06705 118.000 LFT | 1.48000 174.64| 3.00000 354.00| 1.45000 171.10
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0148 808-06716 18300.000 LFT | 0.34000 6222.00| 0.45000 8235.00| 0.45000 8235.00
LINE, REMOVE | | |
0149 808-08258 56.000 LFT | 5.95000 333.20| 7.00000 392.00| 14.00000 784.00
TRANSVERSE MARKINGS , THERMOPLASTIC, | | |
YIELD LINE | | |
0150 808-74812 69.000 LFT | 14.48000 999.12| 6.00000 414.00| 7.00000 483.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0151 808-75240 2223.000 LFT | 0.35000 778.05| 0.45000 1000.35| 1.20000 2667.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0152 808-75245 11163.000 LFT | 0.35000 3907.05| 0.40000 4465.20| 1.20000 13395.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0153 808-75297 102.000 LFT | 4.45000 453.90| 5.00000 510.00| 5.20000 530.40
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0154 808-75300 310.000 LFT | 1.12000 347.20| 2.00000 620.00| 1.20000 372.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0155 808-75320 21.000 EACH | 54.00000 1134.00| 59.00000 1239.00| 120.00000 2520.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0156 808-75325 21.000 EACH | 77.00000 1617.00| 70.00000 1470.00| 120.00000 2520.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0157 808-75998 313.000 EACH | 19.45000 6087.85| 16.00000 5008.00| 15.00000 4695.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0158 808-92027 1600.000 LFT | 1.48000 2368.00| 2.20000 3520.00| 1.45000 2320.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0159 604-91531 849.000 SYS | 36.00000 30564.00| 36.00000 30564.00| 35.00000 29715.00
SIDEWALK, CONCRETE, 4 IN. | | |
SECTION TOTALS | $ 5,031,950.59| $ 5,113,799.70| $ 5,456,448.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,031,950.59| $ 5,113,799.70| $ 5,456,448.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -20
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 80000.00000 80000.00| |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 280000.00000 280000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 22000.00000 22000.00| |
CLEARING RIGHT OF WAY | | |
0011 202-02279 432.000 LFT | 12.00000 5184.00| |
CURB AND GUTTER, REMOVE | | |
0012 202-96133 6285.000 LFT | 8.00000 50280.00| |
PIPE, REMOVE | | |
0013 203-02000 8864.000 CYS | 19.00000 168416.00| |
EXCAVATION, COMMON | | |
0014 203-02070 3873.000 CYS | 15.00000 58095.00| |
BORROW | | |
0015 205-03371 40.000 CYS | 25.00000 1000.00| |
SEDIMENT, REMOVE | | |
0016 205-06931 189.000 TON | 65.00000 12285.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 20.000 EACH | 350.00000 7000.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 7002.000 LFT | 1.82000 12743.64| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -21
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 38114.000 SYS | 6.00000 228684.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08266 4996.000 SYS | 7.00000 34972.00| |
SUBGRADE TREATMENT, TYPE III | | |
0021 207-08267 1882.000 SYS | 9.00000 16938.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-09264 9871.000 CYS | 22.00000 217162.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 1413.000 TON | 18.00000 25434.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-08210 37.000 TON | 35.00000 1295.00| |
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0025 304-07489 117.000 TON | 125.00000 14625.00| |
HMA PATCHING, TYPE A | | |
0026 304-07492 2149.000 TON | 85.00000 182665.00| |
WIDENING WITH HMA, TYPE A | | |
0027 306-08034 514.000 SYS | 8.00000 4112.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 401-06264 LUMP | 3500.00000 3500.00| |
PROFILOGRAPH, HMA | | |
0029 401-07328 2606.000 TON | 79.22000 206447.32| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0030 401-07398 4249.000 TON | 67.30000 285957.70| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0031 401-07424 9628.000 TON | 66.25000 637855.00| |
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0032 401-07429 5345.000 TON | 71.00000 379495.00| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0033 402-07432 365.000 TON | 85.00000 31025.00| |
HMA SURFACE, TYPE A | | |
0034 402-07435 614.000 TON | 74.00000 45436.00| |
HMA INTERMEDIATE, TYPE A | | |
0035 402-07451 65.000 TON | 130.00000 8450.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0036 406-05520 35.300 TON | 525.00000 18532.50| |
ASPHALT FOR TACK COAT | | |
0037 502-06327 346.000 SYS | 52.00000 17992.00| |
PCCP, 10 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -22
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-05999 2.000 EACH | 85.00000 170.00| |
CURVED TERMINAL END | | |
0039 601-99105 31.250 LFT | 28.00000 875.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 604-07896 21.000 SYS | 135.00000 2835.00| |
CURB RAMP, CONCRETE, B | | |
0041 604-07897 23.000 SYS | 145.00000 3335.00| |
CURB RAMP, CONCRETE, C | | |
0042 604-07901 62.000 SYS | 162.00000 10044.00| |
CURB RAMP, CONCRETE, G | | |
0043 604-07904 14.000 SYS | 140.00000 1960.00| |
CURB RAMP, CONCRETE, L | | |
0044 605-06120 911.000 LFT | 21.00000 19131.00| |
CURB, CONCRETE | | |
0046 605-06140 12702.000 LFT | 14.50000 184179.00| |
CURB AND GUTTER, CONCRETE , MODIFIED | | |
0047 605-97937 252.000 LFT | 11.00000 2772.00| |
CURB AND GUTTER, CONCRETE, ROLL | | |
0048 610-07487 212.000 TON | 195.00000 41340.00| |
HMA FOR APPROACHES, TYPE B | | |
0049 610-08446 172.000 SYS | 51.00000 8772.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0050 610-09108 1440.000 SYS | 53.00000 76320.00| |
PCCP FOR APPROACHES, 9 IN. | | |
0051 615-06490 56.000 EACH | 185.00000 10360.00| |
RIGHT OF WAY MARKER | | |
0052 615-06505 17.000 EACH | 975.00000 16575.00| |
MONUMENT, B | | |
0053 616-02320 205.000 SYS | 6.00000 1230.00| |
GEOTEXTILES | | |
0054 616-06405 145.000 TON | 45.00000 6525.00| |
RIPRAP, REVETMENT | | |
0055 621-01004 8.000 EACH | 350.00000 2800.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-06545 2.880 TON | 2200.00000 6336.00| |
FERTILIZER | | |
0057 621-06554 718.000 LBS | 7.85000 5636.30| |
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -23
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 621-06557 325.000 LBS | 6.05000 1966.25| |
SEED MIXTURE, T | | |
0059 621-06565 16.400 TON | 650.00000 10660.00| |
MULCHING MATERIAL | | |
0060 621-06567 11.000 kGAL | 1.85000 20.35| |
WATER | | |
0061 621-06574 3256.000 SYS | 5.00000 16280.00| |
SODDING | | |
0062 628-09403 18.000 MOS | 2200.00000 39600.00| |
FIELD OFFICE, C | | |
0063 628-09407 36.000 MOS | 300.00000 10800.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0064 714-08514 88.000 SFT | 175.00000 15400.00| |
WINGWALL | | |
0065 714-29403 96.000 LFT | 850.00000 81600.00| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 10' X 7' | | |
0066 715-04612 50.000 LFT | 12.00000 600.00| |
PIPE , TYPE 5, CIRCULAR, 6 IN. | | |
0067 715-05024 2335.000 LFT | 45.00000 105075.00| |
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0068 715-05048 12489.000 LFT | 11.00000 137379.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0069 715-05149 1719.000 LFT | 15.00000 25785.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 1096.000 LFT | 18.00000 19728.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1018.000 LFT | 22.00000 22396.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 822.000 LFT | 30.00000 24660.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 868.000 LFT | 35.00000 30380.00| |
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05159 312.000 LFT | 50.00000 15600.00| |
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0075 715-05161 502.000 LFT | 60.00000 30120.00| |
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0076 715-05217 100.000 LFT | 15.00000 1500.00| |
PIPE, TYPE 5, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -24
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-06004 1.000 EACH | 1800.00000 1800.00| |
CONCRETE ANCHOR, 48 IN. | | |
0078 715-07794 10.000 EACH | 8800.00000 88000.00| |
WATER MAIN CONNECTIONS | | |
0079 715-09064 4160.000 LFT | 2.05000 8528.00| |
VIDEO INSPECTION FOR PIPE | | |
0080 715-46030 2.000 EACH | 775.00000 1550.00| |
PIPE END SECTION, 30 IN. | | |
0081 715-91738 15.000 LFT | 175.00000 2625.00| |
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0082 715-91739 690.000 LFT | 72.25000 49852.50| |
WATER MAIN, DUCTILE IRON, 8 IN. | | |
0083 715-92544 6410.000 LFT | 64.18000 411393.80| |
WATER MAIN, DUCTILE IRON, 12 IN. | | |
0084 715-94533 2.000 EACH | 4525.00000 9050.00| |
ADJUST WATER SERVICE LINE,COMMERCIAL | | |
0085 715-94534 8.000 EACH | 1675.00000 13400.00| |
ADJUST WATER SERVICE LINE,RESIDENTIAL | | |
0086 715-96669 405.000 LFT | 462.00000 187110.00| |
WATER MAIN, DUCTILE IRON, 16 IN. | | |
0087 718-06532 6000.000 LFT | 1.15000 6900.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0088 718-52610 1393.000 CYS | 25.00000 34825.00| |
AGGREGATE FOR UNDERDRAINS | | |
0089 718-99153 10987.000 SYS | 3.00000 32961.00| |
GEOTEXTILES FOR UNDERDRAIN | | |
0090 720-08559 3.000 EACH | 45000.00000 135000.00| |
BEST MANAGEMENT PRACITICES | | |
0091 720-44000 8.000 EACH | 675.00000 5400.00| |
CASTING, ADJUST TO GRADE | | |
0092 720-45030 19.000 EACH | 1500.00000 28500.00| |
INLET, E7 | | |
0093 720-45040 1.000 EACH | 2650.00000 2650.00| |
INLET, G7 | | |
0094 720-45041 1.000 EACH | 3350.00000 3350.00| |
INLET, H5 , MODIFIED | | |
0095 720-45410 18.000 EACH | 2475.00000 44550.00| |
MANHOLE, C4 | | |
0096 720-45415 16.000 EACH | 2975.00000 47600.00| |
MANHOLE, D4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -25
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 720-45416 5.000 EACH | 7800.00000 39000.00| |
MANHOLE, E4 | | |
0098 720-45605 4.000 LFT | 750.00000 3000.00| |
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0099 720-90984 2.000 EACH | 2811.00000 5622.00| |
MANHOLE, C2 | | |
0100 720-93409 7.000 EACH | 2488.00000 17416.00| |
INLET, B15, MODIFIED | | |
0101 720-93411 4.000 EACH | 2500.00000 10000.00| |
INLET, C15, MODIFIED | | |
0102 720-95422 10.000 EACH | 3300.00000 33000.00| |
MANHOLE, J4 | | |
0103 720-96999 12.000 EACH | 3982.00000 47784.00| |
FIRE HYDRANT ASSEMBLY | | |
0104 720-98174 27.000 EACH | 2575.00000 69525.00| |
INLET, B15 | | |
0105 720-98555 49.000 EACH | 1850.00000 90650.00| |
INLET, C15 | | |
0106 732-02433 27.000 EACH | 3275.00000 88425.00| |
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 12 IN. | | |
0107 732-02531 1.000 EACH | 1652.00000 1652.00| |
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON 6 IN. | | |
0108 732-02532 6.000 EACH | 2200.00000 13200.00| |
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. | | |
0109 732-04926 4.000 EACH | 10275.00000 41100.00| |
VALVE WITH BOX, RESTR, GATE, DUCT. IRON | | |
16 IN | | |
0110 732-97009 13.000 EACH | 725.00000 9425.00| |
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0111 801-03290 2.000 EACH | 275.00000 550.00| |
CONSTRUCTION SIGN, C | | |
0112 801-04308 10.000 EACH | 200.00000 2000.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0113 801-06203 26911.000 LFT | 0.29000 7804.19| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0114 801-06207 24852.000 LFT | 1.05000 26094.60| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -26
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 801-06216 34.000 LFT | 4.00000 136.00| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0116 801-06218 55.000 LFT | 7.00000 385.00| |
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0117 801-06625 26.000 EACH | 135.00000 3510.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 42.000 EACH | 325.00000 13650.00| |
CONSTRUCTION SIGN, A | | |
0119 801-06775 LUMP | 175000.00000 175000.00| |
MAINTAINING TRAFFIC | | |
0120 801-07118 216.000 LFT | 18.00000 3888.00| |
BARRICADE, III-A | | |
0121 801-07119 72.000 LFT | 22.00000 1584.00| |
BARRICADE, III-B | | |
0122 802-05701 421.500 LFT | 14.50000 6111.75| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0123 802-05702 140.000 LFT | 15.02000 2102.80| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0124 802-76025 219.250 SFT | 13.00000 2850.25| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0125 802-76035 95.150 SFT | 14.08000 1339.71| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0126 802-76045 78.000 SFT | 18.00000 1404.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0127 805-02426 308.000 LFT | 9.91000 3052.28| |
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0128 805-06592 308.000 LFT | 14.22000 4379.76| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0129 807-02191 3.000 EACH | 755.00000 2265.00| |
HANDHOLE, LIGHTING | | |
0130 807-02193 8.000 EACH | 922.00000 7376.00| |
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -27
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 807-04112 720.000 LFT | 1.45000 1044.00| |
WIRE, XHHW, NO. 10 | | |
0132 807-07580 503.000 LFT | 10.35000 5206.05| |
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0133 807-85740 8.000 EACH | 1800.00000 14400.00| |
LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0134 807-86605 8.000 EACH | 445.00000 3560.00| |
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0135 807-86805 1.000 EACH | 2825.00000 2825.00| |
SERVICE POINT, I | | |
0136 807-86910 8.000 EACH | 27.00000 216.00| |
CONNECTOR KIT, UNFUSED | | |
0137 807-86915 8.000 EACH | 28.50000 228.00| |
CONNECTOR KIT, FUSED | | |
0138 807-86920 9.000 EACH | 25.00000 225.00| |
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0139 807-86925 8.000 EACH | 28.00000 224.00| |
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0140 807-86930 16.000 EACH | 25.00000 400.00| |
INSULATION LINK, NONWATERPROOFED | | |
0141 807-86935 20.000 EACH | 27.03000 540.60| |
INSULATION LINK, WATERPROOFED | | |
0142 807-86950 8.000 EACH | 62.00000 496.00| |
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0143 807-86955 6.000 EACH | 155.35000 932.10| |
CABLE DUCT MARKER | | |
0144 808-03439 60.000 LFT | 5.00000 300.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0145 808-04767 68.000 LFT | 3.85000 261.80| |
LINE , THERMOPLASTIC, BROKEN, WHITE, 12 | | |
IN. | | |
0146 808-06703 1428.000 LFT | 0.47000 671.16| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 304 -28
TABULATION OF BIDS
ROUTE :
CALL ORDER : 304 CONTRACT ID : R -31024-A COUNTIES : WHITE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1386990 |( ) |( )
|ISOM JACK CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0147 808-06705 118.000 LFT | 1.72000 202.96| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0148 808-06716 18300.000 LFT | 0.45000 8235.00| |
LINE, REMOVE | | |
0149 808-08258 56.000 LFT | 8.00000 448.00| |
TRANSVERSE MARKINGS , THERMOPLASTIC, | | |
YIELD LINE | | |
0150 808-74812 69.000 LFT | 17.05000 1176.45| |
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0151 808-75240 2223.000 LFT | 0.44000 978.12| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0152 808-75245 11163.000 LFT | 0.42000 4688.46| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0153 808-75297 102.000 LFT | 5.15000 525.30| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0154 808-75300 310.000 LFT | 1.55000 480.50| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0155 808-75320 21.000 EACH | 75.00000 1575.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0156 808-75325 21.000 EACH | 102.00000 2142.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0157 808-75998 313.000 EACH | 25.00000 7825.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0158 808-92027 1600.000 LFT | 1.85000 2960.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0159 604-91531 849.000 SYS | 35.00000 29715.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
SECTION TOTALS | $ 5,991,142.20| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,991,142.20| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 11/15/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945091
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1035122 GARIUP CONSTRUCTION CO INC $ 1,784,800.00 100.0000%
2 35-1120685 WALSH & KELLY INC $ 1,820,779.93 102.0159%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,870,571.36 104.8057%
4 35-1068009 DYER CONSTRUCTION CO $ 1,911,405.66 107.0935%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 110000.00000 110000.00| 24000.00000 24000.00| 41500.00000 41500.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 124582.67000 124582.67| 91000.00000 91000.00| 91728.56000 91728.56
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 18000.00000 18000.00| 42000.00000 42000.00| 16745.71000 16745.71
CLEARING RIGHT OF WAY | | |
0010 202-02240 6110.000 SYS | 14.00000 85540.00| 11.00000 67210.00| 15.00000 91650.00
PAVEMENT REMOVAL | | |
0011 202-91385 5.000 EACH | 500.00000 2500.00| 350.00000 1750.00| 450.00000 2250.00
INLET, REMOVE | | |
0012 203-02000 4220.000 CYS | 20.00000 84400.00| 27.00000 113940.00| 10.00000 42200.00
EXCAVATION, COMMON | | |
0013 205-03371 100.000 CYS | 20.00000 2000.00| 50.00000 5000.00| 30.00000 3000.00
SEDIMENT, REMOVE | | |
0014 205-06931 14.000 TON | 70.00000 980.00| 142.87000 2000.18| 95.00000 1330.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06933 1.000 EACH | 140.00000 140.00| 235.00000 235.00| 230.90000 230.90
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 2968.000 LFT | 2.50000 7420.00| 1.80000 5342.40| 3.00000 8904.00
TEMPORARY SILT FENCE | | |
0017 205-09543 100.000 TON | 24.00000 2400.00| 39.25000 3925.00| 38.00000 3800.00
NO 2 STONE | | |
0018 207-08263 8020.000 SYS | 7.00000 56140.00| 18.50000 148370.00| 18.00000 144360.00
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 1360.000 SYS | 10.50000 14280.00| 15.00000 20400.00| 26.00000 35360.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 210-06799 0.100 CYS | 5000.00000 500.00| 18000.00000 1800.00| 12000.00000 1200.00
LIMESTONE , BASE | | |
0021 210-06799 0.230 CYS | 4000.00000 920.00| 6956.00000 1599.88| 10000.00000 2300.00
LIMESTONE , CAP | | |
0022 210-08379 1.000 EACH | 4000.00000 4000.00| 8000.00000 8000.00| 5000.00000 5000.00
STEEL , PYLON STRUCTURE, INSTALL ONLY | | |
0023 211-09264 2376.000 CYS | 17.00000 40392.00| 0.10000 237.60| 8.00000 19008.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 301-07448 321.000 TON | 19.00000 6099.00| 50.00000 16050.00| 34.00000 10914.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 26.000 TON | 21.00000 546.00| 60.00000 1560.00| 65.00000 1690.00
COMPACTED AGGREGATE, NO. 73 | | |
0026 304-07783 42.000 TON | 160.00000 6720.00| 140.00000 5880.00| 157.00000 6594.00
HMA PATCHING, TYPE D | | |
0027 306-08034 6045.000 SYS | 1.20000 7254.00| 3.30000 19948.50| 4.00000 24180.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08041 4181.000 SYS | 2.60000 10870.60| 3.60000 15051.60| 7.00000 29267.00
MILLING, PCCP | | |
0029 401-07327 1321.000 TON | 85.00000 112285.00| 72.00000 95112.00| 82.00000 108322.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0030 401-07397 785.000 TON | 80.00000 62800.00| 65.00000 51025.00| 77.00000 60445.00
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0031 401-07407 2390.000 TON | 62.00000 148180.00| 53.00000 126670.00| 61.00000 145790.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0032 401-07429 1173.000 TON | 80.00000 93840.00| 60.00000 70380.00| 78.00000 91494.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0033 402-07453 549.000 TON | 98.00000 53802.00| 65.00000 35685.00| 73.00000 40077.00
HMA FOR TEMPORARY PAVEMENT | | |
0034 402-07787 204.000 TON | 105.00000 21420.00| 75.00000 15300.00| 101.00000 20604.00
HMA WEDGE AND LEVEL, TYPE D | | |
0035 406-05520 10.000 TON | 530.00000 5300.00| 1000.00000 10000.00| 520.00000 5200.00
ASPHALT FOR TACK COAT | | |
0036 604-04604 4.000 SYS | 300.00000 1200.00| 875.00000 3500.00| 800.00000 3200.00
BRICK MASONRY | | |
0037 604-07902 25.000 SYS | 145.00000 3625.00| 145.00000 3625.00| 150.00000 3750.00
CURB RAMP, CONCRETE, H | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-91531 198.000 SYS | 42.00000 8316.00| 55.00000 10890.00| 55.00000 10890.00
SIDEWALK, CONCRETE, 4 IN. | | |
0039 605-06120 1347.000 LFT | 18.00000 24246.00| 25.00000 33675.00| 20.00000 26940.00
CURB, CONCRETE | | |
0040 605-06140 3846.000 LFT | 22.00000 84612.00| 22.00000 84612.00| 24.00000 92304.00
CURB AND GUTTER, CONCRETE | | |
0041 605-06255 172.000 SYS | 110.00000 18920.00| 170.00000 29240.00| 150.00000 25800.00
CENTER CURB, D, CONCRETE | | |
0042 610-07486 203.000 TON | 95.00000 19285.00| 100.00000 20300.00| 90.00000 18270.00
HMA FOR APPROACHES, TYPE A | | |
0043 610-08446 197.000 SYS | 43.00000 8471.00| 70.00000 13790.00| 75.00000 14775.00
PCCP FOR APPROACHES, 6 IN. | | |
0044 610-09108 1163.000 SYS | 53.00000 61639.00| 73.00000 84899.00| 80.00000 93040.00
PCCP FOR APPROACHES, 9 IN. | | |
0045 611-06497 2.000 EACH | 300.00000 600.00| 280.00000 560.00| 220.00000 440.00
MAILBOX ASSEMBLY, SINGLE | | |
0046 615-06505 5.000 EACH | 1100.00000 5500.00| 400.00000 2000.00| 870.00000 4350.00
MONUMENT, B | | |
0047 616-02320 96.000 SYS | 2.00000 192.00| 3.00000 288.00| 3.75000 360.00
GEOTEXTILES | | |
0048 616-06406 36.000 SYS | 70.00000 2520.00| 50.00000 1800.00| 80.00000 2880.00
RIPRAP, REVETMENT | | |
0049 621-01004 3.000 EACH | 100.00000 300.00| 1.00000 3.00| 1.00000 3.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-04316 580.000 LFT | 1.50000 870.00| 1.00000 580.00| 1.00000 580.00
SPADE EDGE | | |
0051 621-06545 0.200 TON | 11000.00000 2200.00| 10000.00000 2000.00| 10000.00000 2000.00
FERTILIZER | | |
0052 621-06554 50.000 LBS | 6.00000 300.00| 5.00000 250.00| 5.00000 250.00
SEED MIXTURE, U | | |
0053 621-06557 75.000 LBS | 6.00000 450.00| 5.00000 375.00| 5.00000 375.00
SEED MIXTURE, T | | |
0054 621-06565 0.700 TON | 2300.00000 1610.00| 2000.00000 1400.00| 2000.00000 1400.00
MULCHING MATERIAL | | |
0055 621-06567 3.000 kGAL | 100.00000 300.00| 35.00000 105.00| 35.00000 105.00
WATER | | |
0056 621-06570 29.000 CYS | 40.00000 1160.00| 50.00000 1450.00| 39.00000 1131.00
TOP SOIL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06574 798.000 SYS | 6.00000 4788.00| 5.40000 4309.20| 5.40000 4309.20
SODDING | | |
0058 621-98038 88.000 CYS | 47.00000 4136.00| 42.00000 3696.00| 42.00000 3696.00
MULCH, HARDWOOD SHREDDED BARK | | |
0059 622-05640 127.000 EACH | 43.00000 5461.00| 39.00000 4953.00| 39.00000 4953.00
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0060 622-05651 28.000 EACH | 330.00000 9240.00| 295.00000 8260.00| 295.00000 8260.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0061 622-05653 78.000 EACH | 15.00000 1170.00| 13.75000 1072.50| 13.75000 1072.50
PLANT, GROUND COVER , 1 GALLON | | |
0062 622-05654 242.000 EACH | 13.00000 3146.00| 11.75000 2843.50| 11.75000 2843.50
PLANT, PERENNIAL , 1 GALLON | | |
0063 628-09401 9.000 MOS | 2500.00000 22500.00| 3300.00000 29700.00| 3000.00000 27000.00
FIELD OFFICE, A | | |
0064 702-51005 13.500 CYS | 400.00000 5400.00| 600.00000 8100.00| 700.00000 9450.00
CONCRETE, A, SUBSTRUCTURE | | |
0065 703-06028 154.000 LBS | 2.00000 308.00| 4.00000 616.00| 5.00000 770.00
REINFORCING BARS | | |
0066 715-05048 3229.000 LFT | 5.00000 16145.00| 5.25000 16952.25| 7.00000 22603.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05151 1426.000 LFT | 40.00000 57040.00| 42.00000 59892.00| 38.00000 54188.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0068 715-05152 691.000 LFT | 42.00000 29022.00| 36.00000 24876.00| 44.00000 30404.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0069 715-05154 809.000 LFT | 54.00000 43686.00| 62.00000 50158.00| 57.00000 46113.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0070 715-05156 167.000 LFT | 60.00000 10020.00| 87.00000 14529.00| 82.00000 13694.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0071 715-05159 10.000 LFT | 100.00000 1000.00| 1.00000 10.00| 50.00000 500.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0072 715-05169 68.000 LFT | 35.00000 2380.00| 35.00000 2380.00| 36.00000 2448.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0073 715-08307 113.000 TON | 115.00000 12995.00| 120.00000 13560.00| 110.00000 12430.00
HMA FOR STRUCTURE INSTALLATION, TYPE D | | |
0074 715-46005 3.000 EACH | 500.00000 1500.00| 100.00000 300.00| 700.00000 2100.00
PIPE END SECTION, 15 IN. | | |
0075 718-06532 3000.000 LFT | 0.80000 2400.00| 0.85000 2550.00| 0.85000 2550.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 718-52610 291.000 CYS | 35.00000 10185.00| 66.00000 19206.00| 90.00000 26190.00
AGGREGATE FOR UNDERDRAINS | | |
0077 718-99153 3451.000 SYS | 1.50000 5176.50| 0.60000 2070.60| 1.25000 4313.75
GEOTEXTILES FOR UNDERDRAIN | | |
0078 720-45030 1.000 EACH | 1000.00000 1000.00| 1600.00000 1600.00| 950.00000 950.00
INLET, E7 | | |
0079 720-45080 2.000 EACH | 2000.00000 4000.00| 2200.00000 4400.00| 1750.00000 3500.00
INLET, S14 | | |
0080 720-45410 14.000 EACH | 1800.00000 25200.00| 2200.00000 30800.00| 1550.00000 21700.00
MANHOLE, C4 | | |
0081 720-91973 1.000 EACH | 4000.00000 4000.00| 4100.00000 4100.00| 3200.00000 3200.00
MANHOLE, H4 | | |
0082 720-93501 1.000 EACH | 7000.00000 7000.00| 6000.00000 6000.00| 8000.00000 8000.00
MANHOLE, L4 | | |
0083 720-98174 16.000 EACH | 1900.00000 30400.00| 2500.00000 40000.00| 1700.00000 27200.00
INLET, B15 | | |
0084 720-98555 7.000 EACH | 1900.00000 13300.00| 2500.00000 17500.00| 1700.00000 11900.00
INLET, C15 | | |
0085 801-03290 2.000 EACH | 200.00000 400.00| 179.00000 358.00| 155.00000 310.00
CONSTRUCTION SIGN, C | | |
0086 801-06207 28433.000 LFT | 1.00000 28433.00| 0.89000 25305.37| 0.93000 26442.69
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0087 801-06218 172.000 LFT | 6.00000 1032.00| 5.40000 928.80| 5.50000 946.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0088 801-06640 16.000 EACH | 140.00000 2240.00| 117.00000 1872.00| 120.00000 1920.00
CONSTRUCTION SIGN, A | | |
0089 801-06775 LUMP | 18000.00000 18000.00| 55000.00000 55000.00| 60000.00000 60000.00
MAINTAINING TRAFFIC | | |
0090 801-07119 295.000 LFT | 12.00000 3540.00| 12.69000 3743.55| 10.25000 3023.75
BARRICADE, III-B | | |
0091 802-04314 1.000 EACH | 13000.00000 13000.00| 13000.00000 13000.00| 12300.00000 12300.00
SIGN , PYLON | | |
0092 802-05701 148.000 LFT | 15.00000 2220.00| 13.00000 1924.00| 13.00000 1924.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0093 802-05702 124.000 LFT | 13.00000 1612.00| 11.80000 1463.20| 11.80000 1463.20
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 802-07125 4.000 SFT | 26.00000 104.00| 24.00000 96.00| 24.00000 96.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0095 802-07127 8.000 SFT | 26.00000 208.00| 24.00000 192.00| 24.00000 192.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0096 802-76025 51.000 SFT | 14.00000 714.00| 13.20000 673.20| 13.20000 673.20
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0097 802-76035 70.000 SFT | 15.00000 1050.00| 14.00000 980.00| 14.00000 980.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0098 802-76045 6.000 SFT | 16.00000 96.00| 15.00000 90.00| 15.00000 90.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0099 802-91122 2.000 EACH | 160.00000 320.00| 145.00000 290.00| 145.00000 290.00
SIGN, GROUND MOUNTED, RESET | | |
0100 805-01844 484.000 LFT | 12.00000 5808.00| 11.20000 5420.80| 11.20000 5420.80
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0101 805-02202 2.000 EACH | 670.00000 1340.00| 620.00000 1240.00| 620.00000 1240.00
SIGNAL DETECTOR HOUSING, DOUBLE | | |
0102 805-02426 484.000 LFT | 9.00000 4356.00| 8.00000 3872.00| 8.00000 3872.00
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0103 805-78470 1800.000 LFT | 0.40000 720.00| 0.34000 612.00| 0.34000 612.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0104 805-78785 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 500.00000 500.00
SIGNAL DETECTOR HOUSING | | |
0105 805-78795 700.000 LFT | 10.00000 7000.00| 9.00000 6300.00| 9.00000 6300.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0106 805-92504 5.000 EACH | 520.00000 2600.00| 504.00000 2520.00| 504.00000 2520.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0107 807-02191 3.000 EACH | 740.00000 2220.00| 674.00000 2022.00| 674.00000 2022.00
HANDHOLE, LIGHTING | | |
0108 807-02193 4.000 EACH | 800.00000 3200.00| 755.00000 3020.00| 755.00000 3020.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0109 807-03051 240.000 LFT | 0.70000 168.00| 0.66000 158.40| 0.66000 158.40
LIGHT CABLE, 1C 10GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 807-04866 1.000 EACH | 850.00000 850.00| 800.00000 800.00| 800.00000 800.00
LUMINAIRE , TYPE 1 | | |
0111 807-07580 646.000 LFT | 8.00000 5168.00| 7.45000 4812.70| 7.45000 4812.70
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0112 807-83752 4.000 EACH | 1400.00000 5600.00| 1300.00000 5200.00| 1300.00000 5200.00
LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0113 807-86620 4.000 EACH | 370.00000 1480.00| 345.00000 1380.00| 345.00000 1380.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0114 807-86805 1.000 EACH | 3200.00000 3200.00| 2960.00000 2960.00| 2960.00000 2960.00
SERVICE POINT, I | | |
0115 807-86910 5.000 EACH | 22.00000 110.00| 20.00000 100.00| 20.00000 100.00
CONNECTOR KIT, UNFUSED | | |
0116 807-86915 5.000 EACH | 24.00000 120.00| 22.00000 110.00| 22.00000 110.00
CONNECTOR KIT, FUSED | | |
0117 807-86920 9.000 EACH | 23.00000 207.00| 21.00000 189.00| 21.00000 189.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0118 807-86930 7.000 EACH | 20.00000 140.00| 18.00000 126.00| 18.00000 126.00
INSULATION LINK, NONWATERPROOFED | | |
0119 807-86935 12.000 EACH | 23.00000 276.00| 21.00000 252.00| 21.00000 252.00
INSULATION LINK, WATERPROOFED | | |
0120 808-06701 1221.000 LFT | 0.35000 427.35| 0.30000 366.30| 0.30000 366.30
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0121 808-06703 1013.000 LFT | 0.34000 344.42| 0.30000 303.90| 0.30000 303.90
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75240 248.000 LFT | 0.34000 84.32| 0.30000 74.40| 0.30000 74.40
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 5121.000 LFT | 0.34000 1741.14| 0.30000 1536.30| 0.30000 1536.30
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75297 101.000 LFT | 4.00000 404.00| 3.80000 383.80| 3.60000 363.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0125 808-75320 9.000 EACH | 65.00000 585.00| 60.00000 540.00| 60.00000 540.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0126 808-75325 9.000 EACH | 100.00000 900.00| 90.00000 810.00| 90.00000 810.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 1,784,800.00| $ 1,820,779.93| $ 1,870,571.36
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,784,800.00| $ 1,820,779.93| $ 1,870,571.36
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 60000.00000 60000.00| |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 94475.00000 94475.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 26025.27000 26025.27| |
CLEARING RIGHT OF WAY | | |
0010 202-02240 6110.000 SYS | 15.45000 94399.50| |
PAVEMENT REMOVAL | | |
0011 202-91385 5.000 EACH | 461.67000 2308.35| |
INLET, REMOVE | | |
0012 203-02000 4220.000 CYS | 30.37000 128161.40| |
EXCAVATION, COMMON | | |
0013 205-03371 100.000 CYS | 21.08000 2108.00| |
SEDIMENT, REMOVE | | |
0014 205-06931 14.000 TON | 98.58000 1380.12| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06933 1.000 EACH | 200.00000 200.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 2968.000 LFT | 3.96000 11753.28| |
TEMPORARY SILT FENCE | | |
0017 205-09543 100.000 TON | 31.56000 3156.00| |
NO 2 STONE | | |
0018 207-08263 8020.000 SYS | 15.87000 127277.40| |
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 1360.000 SYS | 15.22000 20699.20| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 210-06799 0.100 CYS | 18000.00000 1800.00| |
LIMESTONE , BASE | | |
0021 210-06799 0.230 CYS | 6956.52000 1600.00| |
LIMESTONE , CAP | | |
0022 210-08379 1.000 EACH | 4800.00000 4800.00| |
STEEL , PYLON STRUCTURE, INSTALL ONLY | | |
0023 211-09264 2376.000 CYS | 18.84000 44763.84| |
STRUCTURE BACKFILL, TYPE 1 | | |
0024 301-07448 321.000 TON | 24.35000 7816.35| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 26.000 TON | 33.82000 879.32| |
COMPACTED AGGREGATE, NO. 73 | | |
0026 304-07783 42.000 TON | 83.95000 3525.90| |
HMA PATCHING, TYPE D | | |
0027 306-08034 6045.000 SYS | 0.95000 5742.75| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08041 4181.000 SYS | 2.25000 9407.25| |
MILLING, PCCP | | |
0029 401-07327 1321.000 TON | 68.75000 90818.75| |
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0030 401-07397 785.000 TON | 57.90000 45451.50| |
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0031 401-07407 2390.000 TON | 58.40000 139576.00| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0032 401-07429 1173.000 TON | 75.95000 89089.35| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0033 402-07453 549.000 TON | 80.00000 43920.00| |
HMA FOR TEMPORARY PAVEMENT | | |
0034 402-07787 204.000 TON | 57.85000 11801.40| |
HMA WEDGE AND LEVEL, TYPE D | | |
0035 406-05520 10.000 TON | 386.00000 3860.00| |
ASPHALT FOR TACK COAT | | |
0036 604-04604 4.000 SYS | 875.00000 3500.00| |
BRICK MASONRY | | |
0037 604-07902 25.000 SYS | 167.50000 4187.50| |
CURB RAMP, CONCRETE, H | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-91531 198.000 SYS | 38.00000 7524.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
0039 605-06120 1347.000 LFT | 16.35000 22023.45| |
CURB, CONCRETE | | |
0040 605-06140 3846.000 LFT | 17.25000 66343.50| |
CURB AND GUTTER, CONCRETE | | |
0041 605-06255 172.000 SYS | 92.50000 15910.00| |
CENTER CURB, D, CONCRETE | | |
0042 610-07486 203.000 TON | 72.45000 14707.35| |
HMA FOR APPROACHES, TYPE A | | |
0043 610-08446 197.000 SYS | 36.50000 7190.50| |
PCCP FOR APPROACHES, 6 IN. | | |
0044 610-09108 1163.000 SYS | 48.50000 56405.50| |
PCCP FOR APPROACHES, 9 IN. | | |
0045 611-06497 2.000 EACH | 225.00000 450.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0046 615-06505 5.000 EACH | 725.00000 3625.00| |
MONUMENT, B | | |
0047 616-02320 96.000 SYS | 7.26000 696.96| |
GEOTEXTILES | | |
0048 616-06406 36.000 SYS | 98.32000 3539.52| |
RIPRAP, REVETMENT | | |
0049 621-01004 3.000 EACH | 1.00000 3.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0050 621-04316 580.000 LFT | 1.00000 580.00| |
SPADE EDGE | | |
0051 621-06545 0.200 TON | 10000.00000 2000.00| |
FERTILIZER | | |
0052 621-06554 50.000 LBS | 5.00000 250.00| |
SEED MIXTURE, U | | |
0053 621-06557 75.000 LBS | 5.00000 375.00| |
SEED MIXTURE, T | | |
0054 621-06565 0.700 TON | 2000.00000 1400.00| |
MULCHING MATERIAL | | |
0055 621-06567 3.000 kGAL | 35.00000 105.00| |
WATER | | |
0056 621-06570 29.000 CYS | 39.00000 1131.00| |
TOP SOIL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06574 798.000 SYS | 5.40000 4309.20| |
SODDING | | |
0058 621-98038 88.000 CYS | 42.00000 3696.00| |
MULCH, HARDWOOD SHREDDED BARK | | |
0059 622-05640 127.000 EACH | 39.00000 4953.00| |
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0060 622-05651 28.000 EACH | 295.00000 8260.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0061 622-05653 78.000 EACH | 13.75000 1072.50| |
PLANT, GROUND COVER , 1 GALLON | | |
0062 622-05654 242.000 EACH | 11.75000 2843.50| |
PLANT, PERENNIAL , 1 GALLON | | |
0063 628-09401 9.000 MOS | 2822.83000 25405.47| |
FIELD OFFICE, A | | |
0064 702-51005 13.500 CYS | 600.00000 8100.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0065 703-06028 154.000 LBS | 4.00000 616.00| |
REINFORCING BARS | | |
0066 715-05048 3229.000 LFT | 13.44000 43397.76| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05151 1426.000 LFT | 59.92000 85445.92| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0068 715-05152 691.000 LFT | 70.13000 48459.83| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0069 715-05154 809.000 LFT | 77.35000 62576.15| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0070 715-05156 167.000 LFT | 145.09000 24230.03| |
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0071 715-05159 10.000 LFT | 185.65000 1856.50| |
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0072 715-05169 68.000 LFT | 45.24000 3076.32| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0073 715-08307 113.000 TON | 94.15000 10638.95| |
HMA FOR STRUCTURE INSTALLATION, TYPE D | | |
0074 715-46005 3.000 EACH | 388.70000 1166.10| |
PIPE END SECTION, 15 IN. | | |
0075 718-06532 3000.000 LFT | 0.85000 2550.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 718-52610 291.000 CYS | 17.86000 5197.26| |
AGGREGATE FOR UNDERDRAINS | | |
0077 718-99153 3451.000 SYS | 0.56000 1932.56| |
GEOTEXTILES FOR UNDERDRAIN | | |
0078 720-45030 1.000 EACH | 1692.61000 1692.61| |
INLET, E7 | | |
0079 720-45080 2.000 EACH | 2627.19000 5254.38| |
INLET, S14 | | |
0080 720-45410 14.000 EACH | 2397.29000 33562.06| |
MANHOLE, C4 | | |
0081 720-91973 1.000 EACH | 3065.79000 3065.79| |
MANHOLE, H4 | | |
0082 720-93501 1.000 EACH | 5083.45000 5083.45| |
MANHOLE, L4 | | |
0083 720-98174 16.000 EACH | 2891.44000 46263.04| |
INLET, B15 | | |
0084 720-98555 7.000 EACH | 2840.49000 19883.43| |
INLET, C15 | | |
0085 801-03290 2.000 EACH | 179.00000 358.00| |
CONSTRUCTION SIGN, C | | |
0086 801-06207 28433.000 LFT | 0.89000 25305.37| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0087 801-06218 172.000 LFT | 5.40000 928.80| |
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0088 801-06640 16.000 EACH | 117.00000 1872.00| |
CONSTRUCTION SIGN, A | | |
0089 801-06775 LUMP | 58003.12000 58003.12| |
MAINTAINING TRAFFIC | | |
0090 801-07119 295.000 LFT | 12.69000 3743.55| |
BARRICADE, III-B | | |
0091 802-04314 1.000 EACH | 16560.00000 16560.00| |
SIGN , PYLON | | |
0092 802-05701 148.000 LFT | 13.00000 1924.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0093 802-05702 124.000 LFT | 11.80000 1463.20| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 802-07125 4.000 SFT | 24.00000 96.00| |
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0095 802-07127 8.000 SFT | 24.00000 192.00| |
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0096 802-76025 51.000 SFT | 13.20000 673.20| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0097 802-76035 70.000 SFT | 14.00000 980.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0098 802-76045 6.000 SFT | 15.00000 90.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0099 802-91122 2.000 EACH | 145.00000 290.00| |
SIGN, GROUND MOUNTED, RESET | | |
0100 805-01844 484.000 LFT | 11.20000 5420.80| |
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0101 805-02202 2.000 EACH | 620.00000 1240.00| |
SIGNAL DETECTOR HOUSING, DOUBLE | | |
0102 805-02426 484.000 LFT | 8.00000 3872.00| |
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0103 805-78470 1800.000 LFT | 0.34000 612.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0104 805-78785 1.000 EACH | 500.00000 500.00| |
SIGNAL DETECTOR HOUSING | | |
0105 805-78795 700.000 LFT | 9.00000 6300.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0106 805-92504 5.000 EACH | 504.00000 2520.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0107 807-02191 3.000 EACH | 674.00000 2022.00| |
HANDHOLE, LIGHTING | | |
0108 807-02193 4.000 EACH | 755.00000 3020.00| |
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0109 807-03051 240.000 LFT | 0.66000 158.40| |
LIGHT CABLE, 1C 10GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 807-04866 1.000 EACH | 800.00000 800.00| |
LUMINAIRE , TYPE 1 | | |
0111 807-07580 646.000 LFT | 7.45000 4812.70| |
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0112 807-83752 4.000 EACH | 1300.00000 5200.00| |
LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0113 807-86620 4.000 EACH | 345.00000 1380.00| |
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0114 807-86805 1.000 EACH | 2960.00000 2960.00| |
SERVICE POINT, I | | |
0115 807-86910 5.000 EACH | 20.00000 100.00| |
CONNECTOR KIT, UNFUSED | | |
0116 807-86915 5.000 EACH | 22.00000 110.00| |
CONNECTOR KIT, FUSED | | |
0117 807-86920 9.000 EACH | 21.00000 189.00| |
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0118 807-86930 7.000 EACH | 18.00000 126.00| |
INSULATION LINK, NONWATERPROOFED | | |
0119 807-86935 12.000 EACH | 21.00000 252.00| |
INSULATION LINK, WATERPROOFED | | |
0120 808-06701 1221.000 LFT | 0.30000 366.30| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0121 808-06703 1013.000 LFT | 0.30000 303.90| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75240 248.000 LFT | 0.30000 74.40| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 5121.000 LFT | 0.30000 1536.30| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75297 101.000 LFT | 3.60000 363.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0125 808-75320 9.000 EACH | 60.00000 540.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 310 -17
TABULATION OF BIDS
ROUTE :
CALL ORDER : 310 CONTRACT ID : R -31095-A COUNTIES : LAKE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1068009 |( ) |( )
|DYER CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0126 808-75325 9.000 EACH | 90.00000 810.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 1,911,405.66| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,911,405.66| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 05/31/11 COMPLETION DATE
CONTRACT DESCRIPTION : PROJECT(S) : 0710588
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1609544 SCHUTT-LOOKABILL CO $ 7,354,241.25 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 8,423,000.00 114.5325%
3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 8,849,355.39 120.3300%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE/PEDESTRIAN FACILITIES
| | |
0001 105-06845 LUMP | 39420.00000 39420.00| 65100.00000 65100.00| 45000.00000 45000.00
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 | 370321.00000 370321.00| 547169.15000 547169.15| 300000.00000 300000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 356449.36000 356449.36| 80000.00000 80000.00| 30100.00000 30100.00
CLEARING RIGHT OF WAY | | |
0009 202-01300 1.000 EACH | 3240.00000 3240.00| 3000.00000 3000.00| 1800.00000 1800.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
LOCATION 1 | | |
0010 202-01300 1.000 EACH | 2160.00000 2160.00| 2000.00000 2000.00| 1800.00000 1800.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
LOCATION 2 | | |
0011 202-01300 1.000 EACH | 756.00000 756.00| 700.00000 700.00| 900.00000 900.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
LOCATION 3 | | |
0012 202-01300 1.000 EACH | 1620.00000 1620.00| 1500.00000 1500.00| 1800.00000 1800.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
LOCATION 4 | | |
0013 202-01300 1.000 EACH | 3240.00000 3240.00| 3000.00000 3000.00| 3500.00000 3500.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
LOCATION 5 | | |
0014 202-02240 8362.000 SYS | 12.42000 103856.04| 15.00000 125430.00| 12.10000 101180.20
PAVEMENT REMOVAL | | |
0015 202-02273 117.000 SYS | 18.56000 2171.52| 25.00000 2925.00| 48.00000 5616.00
CENTER CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 202-02278 8696.000 LFT | 5.25000 45654.00| 8.00000 69568.00| 4.88000 42436.48
CURB, CONCRETE, REMOVE | | |
0017 202-04089 42.000 EACH | 43.20000 1814.40| 40.00000 1680.00| 30.00000 1260.00
SIGN, SHEET, REMOVE | | |
0018 202-52710 6234.000 SYS | 6.46000 40271.64| 14.00000 87276.00| 9.75000 60781.50
SIDEWALK, CONCRETE, REMOVE | | |
0019 202-90747 308.000 LFT | 23.53000 7247.24| 25.00000 7700.00| 13.50000 4158.00
RETAINING WALL, REMOVE | | |
0020 202-91385 37.000 EACH | 120.47000 4457.39| 300.00000 11100.00| 370.00000 13690.00
INLET, REMOVE | | |
0021 202-93047 4.000 EACH | 426.13000 1704.52| 650.00000 2600.00| 580.00000 2320.00
MANHOLE, REMOVE | | |
0022 202-96133 605.000 LFT | 5.54000 3351.70| 30.00000 18150.00| 18.00000 10890.00
PIPE, REMOVE | | |
0023 202-96430 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| 5000.00000 5000.00
FENCE AND POSTS, REMOVE | | |
0024 203-02000 5900.000 CYS | 16.59000 97881.00| 65.00000 383500.00| 34.75000 205025.00
EXCAVATION, COMMON | | |
0025 205-06933 37.000 EACH | 60.85000 2251.45| 83.00000 3071.00| 100.00000 3700.00
TEMPORARY DITCH INLET PROTECTION | | |
0026 205-06937 738.000 LFT | 1.31000 966.78| 1.21000 892.98| 1.50000 1107.00
TEMPORARY SILT FENCE | | |
0027 207-08267 893.000 SYS | 18.61000 16618.73| 28.00000 25004.00| 19.60000 17502.80
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 207-08268 9181.000 SYS | 19.34000 177560.54| 24.00000 220344.00| 20.25000 185915.25
SUBGRADE TREATMENT, TYPE IV | | |
0029 210-04181 6.000 EACH | 857.09000 5142.54| 900.00000 5400.00| 1000.00000 6000.00
BICYCLE RACK | | |
0030 210-07838 1.000 EACH | 58919.40000 58919.40| 54555.00000 54555.00| 66500.00000 66500.00
SYSTEM , GREEN ROOF | | |
0031 210-08138 18.000 EACH | 259.20000 4665.60| 240.00000 4320.00| 380.00000 6840.00
RECEPTACLE , AND BASE, GFI | | |
0032 211-09264 1203.000 CYS | 32.01000 38508.03| 20.00000 24060.00| 19.75000 23759.25
STRUCTURE BACKFILL, TYPE 1 | | |
0033 211-09266 228.000 CYS | 30.10000 6862.80| 20.00000 4560.00| 30.75000 7011.00
STRUCTURE BACKFILL, TYPE 3 | | |
0034 301-07448 372.000 TON | 39.65000 14749.80| 60.00000 22320.00| 45.00000 16740.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0035 303-01180 5162.340 TON | 36.30000 187392.94| 45.00000 232305.30| 42.25000 218108.87
COMPACTED AGGREGATE, NO. 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 304-07490 124.000 TON | 245.00000 30380.00| 170.00000 21080.00| 221.00000 27404.00
HMA PATCHING, TYPE B | | |
0037 305-95873 269.000 SYS | 24.57000 6609.33| 15.00000 4035.00| 35.00000 9415.00
PAVEMENT, BRICK, REMOVE AND SALVAGE | | |
0038 306-08034 1902.000 SYS | 13.26000 25220.52| 7.00000 13314.00| 5.30000 10080.60
MILLING, ASPHALT, 1 1/2 IN. (MINIMUM) | | |
0039 402-07433 449.000 TON | 110.75000 49726.75| 95.00000 42655.00| 110.00000 49390.00
HMA SURFACE, TYPE B | | |
0040 402-07438 486.000 TON | 68.50000 33291.00| 85.00000 41310.00| 92.60000 45003.60
HMA INTERMEDIATE, TYPE B | | |
0041 402-07441 1555.000 TON | 57.75000 89801.25| 68.00000 105740.00| 75.60000 117558.00
HMA BASE, TYPE B | | |
0042 406-05520 3.600 TON | 608.00000 2188.80| 500.00000 1800.00| 915.00000 3294.00
ASPHALT FOR TACK COAT | | |
0043 502-09531 6033.160 SYS | 20.86000 125851.72| 40.00000 241326.40| 63.60000 383708.98
PCCP , 4" MODIFIED | | |
0044 601-03667 63.000 LFT | 432.00000 27216.00| 1000.00000 63000.00| 752.00000 47376.00
RAILING, ORNAMENTAL , ALUMINUM | | |
0046 601-04849 509.000 LFT | 34.27000 17443.43| 30.00000 15270.00| 39.00000 19851.00
POST , ROUND ALUM, 2.25IN. OD | | |
0047 603-03398 60.000 LFT | 86.40000 5184.00| 50.00000 3000.00| 61.00000 3660.00
FENCE, RELOCATE , MODIFIED | | |
0048 603-03398 1.000 LFT | 3888.00000 3888.00| 1000.00000 1000.00| 250.00000 250.00
FENCE, RELOCATE GATE, MODIFIED | | |
0049 604-04740 41525.040 SFT | 11.18000 464249.95| 10.35000 429784.16| 12.65000 525291.76
PAVERS TYPE A, ASPHALT BLOCK, 2" | | |
0050 604-04740 13910.690 SFT | 12.63000 175692.01| 11.68000 162476.86| 14.27000 198505.55
PAVERS TYPE B, ASPHALT BLOCK, 3" | | |
0051 604-04740 3423.830 SFT | 12.06000 41291.39| 11.16000 38209.94| 13.60000 46564.09
PAVERS TYPE C, CONCRETE, 3" | | |
0052 604-04740 22277.860 SFT | 9.77000 217654.69| 9.05000 201614.63| 11.03000 245724.80
PAVERS TYPE D, CLAY PAVERS, 3" | | |
0053 604-04740 8289.810 SFT | 11.02000 91353.71| 10.20000 84556.06| 12.43000 103042.34
PAVERS TYPE E, CONCRETE, 2-1/4" | | |
0054 604-04740 551.040 SFT | 18.66000 10282.41| 17.28000 9521.97| 6.00000 3306.24
PAVERS TYPE F, CONCRETE, ADA, 2-1/4" | | |
0055 604-04740 4480.520 SFT | 11.73000 52556.50| 10.87000 48703.25| 13.28000 59501.31
PAVERS TYPE G, CONCRETE, 2" | | |
0056 604-04740 856.490 SFT | 15.55000 13318.42| 14.40000 12333.46| 17.55000 15031.40
PAVERS TYPE H, CONCRETE, 3" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 604-04740 3089.000 SFT | 11.75000 36295.75| 10.89000 33639.21| 13.27000 40991.03
PAVERS TYPE K, CONCRETE 3" | | |
0058 604-04740 815.440 SFT | 10.80000 8806.75| 10.01000 8162.55| 12.20000 9948.37
PAVERS TYPE L, CONCRETE, 2-1/4" | | |
0059 604-04740 1221.620 SFT | 11.68000 14268.52| 7.70000 9406.47| 16.26000 19863.54
PAVERS TYPE M, GRASS PAVERS | | |
0060 604-04805 7038.720 LFT | 5.89000 41458.06| 5.45000 38361.02| 6.65000 46807.49
PAVER , EDGE PAINT | | |
0061 604-06788 5676.100 SYS | 0.01000 56.76| 50.00000 283805.00| 110.00000 624371.00
CROSSWALK , CONCRETE, BAND INTEGRAL | | |
0062 604-07894 60.000 SYS | 89.07000 5344.20| 120.00000 7200.00| 336.00000 20160.00
CURB RAMP, CONCRETE, A | | |
0063 604-07894 42.780 SYS | 69.41000 2969.36| 120.00000 5133.60| 366.00000 15657.48
CURB RAMP, CONCRETE, A TYPE A3, | | |
MODIFIED, UNDER PAVERS | | |
0064 604-07894 56.330 SYS | 157.05000 8846.63| 120.00000 6759.60| 482.00000 27151.06
CURB RAMP, CONCRETE, A TYPE C1, | | |
MODIFIED, UNDER PAVERS | | |
0065 604-07894 133.150 SYS | 151.65000 20192.20| 120.00000 15978.00| 482.00000 64178.30
CURB RAMP, CONCRETE, A TYPE D1, | | |
UNDERPAVERS | | |
0066 604-07897 9.000 SYS | 125.10000 1125.90| 120.00000 1080.00| 365.00000 3285.00
CURB RAMP, CONCRETE, C | | |
0067 604-07898 18.000 SYS | 121.28000 2183.04| 120.00000 2160.00| 260.00000 4680.00
CURB RAMP, CONCRETE, D | | |
0068 604-07900 47.000 SYS | 80.21000 3769.87| 120.00000 5640.00| 360.00000 16920.00
CURB RAMP, CONCRETE, F | | |
0069 604-07902 81.000 SYS | 104.40000 8456.40| 120.00000 9720.00| 360.00000 29160.00
CURB RAMP, CONCRETE, H | | |
0070 604-07903 62.000 SYS | 95.18000 5901.16| 120.00000 7440.00| 360.00000 22320.00
CURB RAMP, CONCRETE, K | | |
0071 604-44251 55.000 CYS | 0.01000 0.55| 1000.00000 55000.00| 2650.00000 145750.00
STEPS, CONCRETE | | |
0072 604-91531 1649.000 SYS | 29.67000 48925.83| 40.00000 65960.00| 52.00000 85748.00
SIDEWALK, CONCRETE, 4 IN. | | |
0073 605-06095 82.000 LFT | 44.84000 3676.88| 28.00000 2296.00| 29.80000 2443.60
CURB, INTEGRAL, B, CONCRETE | | |
0074 605-06105 647.000 LFT | 38.80000 25103.60| 28.00000 18116.00| 29.30000 18957.10
CURB, INTEGRAL, CONCRETE, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 605-06120 5719.000 LFT | 24.64000 140916.16| 28.00000 160132.00| 26.95000 154127.05
CURB, CONCRETE | | |
0076 605-06120 218.120 LFT | 28.46000 6207.70| 28.00000 6107.36| 27.00000 5889.24
CURB, CONCRETE ,STRAIGHT | | |
0077 605-06125 1714.000 LFT | 62.12000 106473.68| 48.00000 82272.00| 51.05000 87499.70
CURB, CONCRETE, MODIFIED | | |
0078 605-06145 1633.000 LFT | 41.59000 67916.47| 36.00000 58788.00| 38.25000 62462.25
CURB AND GUTTER, B, CONCRETE , MODIFIED | | |
INTEGRAL | | |
0079 605-06155 1253.000 LFT | 33.10000 41474.30| 36.00000 45108.00| 44.10000 55257.30
CURB AND GUTTER, CONCRETE, MODIFIED , | | |
INTEGRAL | | |
0080 605-96305 283.000 LFT | 44.80000 12678.40| 36.00000 10188.00| 44.10000 12480.30
CURB AND GUTTER, CONCRETE, DEPRESSED , | | |
INTEGRAL | | |
0081 610-07487 382.000 TON | 119.00000 45458.00| 135.00000 51570.00| 122.25000 46699.50
HMA FOR APPROACHES, TYPE B | | |
0082 610-08446 125.000 SYS | 70.06000 8757.50| 80.00000 10000.00| 61.00000 7625.00
PCCP FOR APPROACHES, 6 IN. | | |
0083 610-08446 2483.930 SYS | 48.93000 121538.69| 55.00000 136616.15| 55.15000 136988.74
PCCP FOR APPROACHES, 6 IN. UNDER PAVERS | | |
0084 610-09108 766.000 SYS | 82.76000 63394.16| 75.00000 57450.00| 69.50000 53237.00
PCCP FOR APPROACHES, 9 IN. | | |
0085 611-03671 4.000 EACH | 1567.46000 6269.84| 1500.00000 6000.00| 1525.00000 6100.00
TRASH RECEPTACLE , LITTER | | |
0086 615-06500 4.000 EACH | 729.00000 2916.00| 675.00000 2700.00| 825.00000 3300.00
MONUMENT, A | | |
0087 615-06505 24.000 EACH | 729.00000 17496.00| 675.00000 16200.00| 825.00000 19800.00
MONUMENT, B | | |
0088 615-06510 4.000 EACH | 550.80000 2203.20| 510.00000 2040.00| 625.00000 2500.00
MONUMENT, C | | |
0089 621-06570 1094.840 CYS | 62.51000 68438.45| 75.00000 82113.00| 39.65000 43410.41
TOP SOIL | | |
0090 621-06570 635.540 CYS | 83.25000 52908.71| 90.00000 57198.60| 84.15000 53480.69
TOP SOIL , STRUCTURAL | | |
0091 621-06570 402.280 CYS | 70.87000 28509.58| 120.00000 48273.60| 38.25000 15387.21
TOP SOIL STORM WATER MIX | | |
0092 621-06575 1423.000 SYS | 2.97000 4226.31| 2.75000 3913.25| 6.80000 9676.40
SODDING, NURSERY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 621-98038 152.490 CYS | 89.32000 13620.41| 82.70000 12610.92| 77.25000 11779.85
MULCH, HARDWOOD SHREDDED BARK | | |
0095 622-05616 140.000 EACH | 72.20000 10108.00| 66.85000 9359.00| 42.00000 5880.00
PLANT, BROADLEAF EVERGREEN, GLOBE, | | |
DWARF, OVER 18 TO 24 IN. | | |
0096 622-05626 90.000 EACH | 206.28000 18565.20| 191.00000 17190.00| 244.50000 22005.00
PLANT, CONIFEROUS EVERGREEN, CONE, | | |
BROAD UPRIGHT, OVER 72 TO 96 IN. | | |
0097 622-05634 70.000 EACH | 71.82000 5027.40| 66.50000 4655.00| 50.00000 3500.00
PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | |
BROAD SPREADING, SEMISPREADING, OVER 18 | | |
TO 24 IN. | | |
0098 622-05638 341.000 EACH | 35.75000 12190.75| 33.10000 11287.10| 22.50000 7672.50
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
15in | | |
0099 622-05639 717.000 EACH | 49.68000 35620.56| 46.00000 32982.00| 37.50000 26887.50
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. | | |
0100 622-05649 16.000 EACH | 281.88000 4510.08| 261.00000 4176.00| 270.00000 4320.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 1.25 TO 2 IN. | | |
0101 622-05651 126.000 EACH | 482.76000 60827.76| 447.00000 56322.00| 314.00000 39564.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0102 622-05654 10375.000 EACH | 15.01000 155728.75| 13.90000 144212.50| 11.14000 115577.50
PLANT, PERENNIAL 1 GAL | | |
0103 622-05654 2432.000 EACH | 4.65000 11308.80| 4.31000 10481.92| 2.85000 6931.20
PLANT, PERENNIAL 3", POT | | |
0104 622-06573 12.000 EACH | 2047.50000 24570.00| 4300.00000 51600.00| 13670.00000 164040.00
IRRIGATION , WATER METER AND TAP | | |
0105 628-09401 30.000 MOS | 1314.45000 39433.50| 2500.00000 75000.00| 2100.00000 63000.00
FIELD OFFICE, A | | |
0106 712-03812 7.000 EACH | 2591.55000 18140.85| 3000.00000 21000.00| 2875.00000 20125.00
BENCH , TYPE 1 | | |
0107 714-93016 162.000 SFT | 20.38000 3301.56| 25.00000 4050.00| 15.00000 2430.00
WALL, STONE , REMOVE AND RELOCATE | | |
0108 715-05048 295.000 LFT | 2.99000 882.05| 10.00000 2950.00| 3.00000 885.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0109 715-05053 137.000 LFT | 11.31000 1549.47| 20.00000 2740.00| 13.00000 1781.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 715-05146 2.000 LFT | 149.63000 299.26| 130.00000 260.00| 230.00000 460.00
PIPE, TYPE 2, CIRCULAR, 6 IN. | | |
0111 715-05149 4306.000 LFT | 36.45000 156953.70| 50.00000 215300.00| 42.55000 183220.30
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0112 715-05151 12.000 LFT | 140.45000 1685.40| 130.00000 1560.00| 925.00000 11100.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0113 715-05152 4.000 LFT | 178.00000 712.00| 150.00000 600.00| 480.00000 1920.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0114 715-05154 8.000 LFT | 151.31000 1210.48| 170.00000 1360.00| 1010.00000 8080.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0115 715-05156 2.000 LFT | 368.66000 737.32| 250.00000 500.00| 2625.00000 5250.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0116 720-02442 6.000 EACH | 123.86000 743.16| 500.00000 3000.00| 375.00000 2250.00
PIPE, PLUG EXISTING | | |
0117 720-07309 30.000 LFT | 540.68000 16220.40| 325.00000 9750.00| 400.00000 12000.00
TRENCH DRAIN | | |
0118 720-44000 11.000 EACH | 598.50000 6583.50| 500.00000 5500.00| 310.00000 3410.00
CASTING, ADJUST TO GRADE | | |
0119 720-44025 5.000 EACH | 901.49000 4507.45| 800.00000 4000.00| 450.00000 2250.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0120 720-44055 1.000 EACH | 1087.25000 1087.25| 1000.00000 1000.00| 700.00000 700.00
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0121 720-45030 1.000 EACH | 1454.20000 1454.20| 2000.00000 2000.00| 1000.00000 1000.00
INLET, E7 | | |
0122 720-45045 16.000 EACH | 1745.64000 27930.24| 2200.00000 35200.00| 1260.00000 20160.00
INLET, J10 | | |
0123 720-45055 38.000 EACH | 1847.45000 70203.10| 2250.00000 85500.00| 1490.00000 56620.00
INLET, M10 | | |
0124 720-45075 1.000 EACH | 2068.56000 2068.56| 2600.00000 2600.00| 2100.00000 2100.00
INLET, R13 | | |
0125 720-45145 11.000 EACH | 1623.02000 17853.22| 2200.00000 24200.00| 1200.00000 13200.00
INLET, J10, MODIFIED | | |
0126 720-45155 1.000 EACH | 1724.83000 1724.83| 2250.00000 2250.00| 1850.00000 1850.00
INLET, M10, MODIFIED | | |
0127 720-45250 2.000 EACH | 2272.77000 4545.54| 2600.00000 5200.00| 1655.00000 3310.00
CATCH BASIN, K10 | | |
0128 720-45410 6.000 EACH | 2644.97000 15869.82| 3000.00000 18000.00| 2800.00000 16800.00
MANHOLE, C4 | | |
0129 720-45510 17.000 EACH | 4136.42000 70319.14| 3300.00000 56100.00| 2700.00000 45900.00
MANHOLE, C4, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 720-45515 4.000 EACH | 5995.19000 23980.76| 4800.00000 19200.00| 3175.00000 12700.00
MANHOLE, D4, MODIFIED | | |
0131 720-95422 1.000 EACH | 3730.41000 3730.41| 5200.00000 5200.00| 4700.00000 4700.00
MANHOLE, J4 | | |
0132 720-98687 1.000 EACH | 2517.44000 2517.44| 2700.00000 2700.00| 2000.00000 2000.00
CATCH BASIN, M10 | | |
0133 731-93946 151.000 SFT | 59.54000 8990.54| 40.00000 6040.00| 38.00000 5738.00
WALL ERECTION | | |
0134 732-08419 137.000 SYS | 86.52000 11853.24| 90.00000 12330.00| 95.00000 13015.00
MODULAR BLOCK WALL | | |
0135 732-08421 137.000 SYS | 149.84000 20528.08| 290.00000 39730.00| 170.00000 23290.00
MODULAR BLOCK WALL ERECTION | | |
0136 801-04308 17.000 EACH | 771.12000 13109.04| 714.00000 12138.00| 870.00000 14790.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0137 801-06207 17136.000 LFT | 0.87000 14908.32| 0.81000 13880.16| 1.00000 17136.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0138 801-06218 314.000 LFT | 10.80000 3391.20| 10.00000 3140.00| 12.50000 3925.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0139 801-06625 28.000 EACH | 192.24000 5382.72| 178.00000 4984.00| 220.00000 6160.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0140 801-06640 39.000 EACH | 477.36000 18617.04| 442.00000 17238.00| 540.00000 21060.00
CONSTRUCTION SIGN, A | | |
0141 801-06645 21.000 EACH | 194.40000 4082.40| 180.00000 3780.00| 223.00000 4683.00
CONSTRUCTION SIGN, B | | |
0142 801-06710 4680.000 DAY | 4.86000 22744.80| 6.50000 30420.00| 7.95000 37206.00
FLASHING ARROW SIGN | | |
0143 801-06775 LUMP | 153555.19000 153555.19| 250000.00000 250000.00| 200000.00000 200000.00
MAINTAINING TRAFFIC | | |
0144 801-07119 1380.000 LFT | 16.20000 22356.00| 15.00000 20700.00| 18.30000 25254.00
BARRICADE, III-B | | |
0145 801-08401 70.000 LFT | 29.93000 2095.10| 100.00000 7000.00| 67.00000 4690.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0147 802-04314 21.000 EACH | 602.64000 12655.44| 558.00000 11718.00| 680.00000 14280.00
SIGN TYPE 20, TRAIL YIELD | | |
0148 802-04314 42.000 EACH | 789.48000 33158.16| 731.00000 30702.00| 890.00000 37380.00
SIGN TYPE 30, LIGHT POLE MOUNT, SINGLE | | |
0149 802-04314 15.000 EACH | 374.76000 5621.40| 347.00000 5205.00| 425.00000 6375.00
SIGN TYPE 80, MEDALLION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 802-04314 4.000 EACH | 986.04000 3944.16| 913.00000 3652.00| 1120.00000 4480.00
SIGN TYPE 81, MEDALLION | | |
0151 802-04314 16.000 EACH | 4214.74000 67435.84| 4000.00000 64000.00| 150.00000 2400.00
SIGN TYPE 83, MARKER | | |
0152 802-05701 147.000 LFT | 15.12000 2222.64| 14.00000 2058.00| 27.50000 4042.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0153 802-07059 55.000 EACH | 75.60000 4158.00| 70.00000 3850.00| 86.00000 4730.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0154 802-76025 299.000 SFT | 21.60000 6458.40| 20.00000 5980.00| 30.00000 8970.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0155 805-01828 9.000 EACH | 393.12000 3538.08| 364.00000 3276.00| 535.00000 4815.00
TRAFFIC SIGNAL HEAD, REALIGN | | |
0156 805-01842 36.000 EACH | 1080.00000 38880.00| 1000.00000 36000.00| 1370.00000 49320.00
HANDHOLE, SIGNAL | | |
0157 805-01843 6.000 EACH | 108.00000 648.00| 100.00000 600.00| 385.00000 2310.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0158 805-02036 2.000 EACH | 3348.00000 6696.00| 3100.00000 6200.00| 3450.00000 6900.00
SIGNAL CANTILEVER STRUCTURE, 15 FT. ARM | | |
0159 805-02072 1.000 EACH | 3672.00000 3672.00| 3400.00000 3400.00| 4100.00000 4100.00
SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | |
0160 805-02087 LUMP | 3132.00000 3132.00| 2900.00000 2900.00| 820.00000 820.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT LOCATIONS 1 THRU 5 | | |
0161 805-02150 37.000 EACH | 918.00000 33966.00| 850.00000 31450.00| 1065.00000 39405.00
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0162 805-02328 880.000 LFT | 0.24000 211.20| 0.22000 193.60| 0.25000 220.00
SIGNAL CABLE, 1C 14GA. | | |
0163 805-02373 1186.000 LFT | 4.32000 5123.52| 4.00000 4744.00| 7.00000 8302.00
INTERCONNECT CABLE, FIBER OPTIC | | |
0164 805-02799 1.000 EACH | 1836.00000 1836.00| 1700.00000 1700.00| 4300.00000 4300.00
MAST ARM, 25 FT. | | |
0165 805-02855 4.000 EACH | 1296.00000 5184.00| 1200.00000 4800.00| 1470.00000 5880.00
SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | |
X 2 FT. 6 IN. X 6 FT. | | |
0166 805-04133 2.000 EACH | 810.00000 1620.00| 750.00000 1500.00| 950.00000 1900.00
SIGNAL PEDESTAL, 12 FT. | | |
0167 805-04953 1.000 EACH | 2916.00000 2916.00| 2700.00000 2700.00| 2950.00000 2950.00
MODEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0168 805-04974 3.000 EACH | 1404.00000 4212.00| 1300.00000 3900.00| 4310.00000 12930.00
SIGNAL CONTROLLER , AND CABINET RELOCAT | | |
0169 805-05870 1.000 EACH | 1512.00000 1512.00| 1400.00000 1400.00| 2260.00000 2260.00
SIGNAL SUPPORT FOUNDATION 3 FT. X 3 FT. | | |
X 10 FT. | | |
0170 805-05870 3.000 EACH | 1404.00000 4212.00| 1300.00000 3900.00| 1970.00000 5910.00
SIGNAL SUPPORT FOUNDATION 3 FT. X 3 FT. | | |
X 7 FT. | | |
0171 805-06101 110.000 EACH | 766.80000 84348.00| 710.00000 78100.00| 848.00000 93280.00
FOUNDATION TYPE L1, LUMINAIRE | | |
0172 805-06362 1.000 EACH | 4320.00000 4320.00| 4000.00000 4000.00| 6375.00000 6375.00
SIGNAL AND LIGHTING COMBINATION POLE 20 | | |
FT. SIGNAL ARM, 6 FT. LUMINAIRE ARM, | | |
0173 805-06362 2.000 EACH | 4860.00000 9720.00| 4500.00000 9000.00| 7125.00000 14250.00
SIGNAL AND LIGHTING COMBINATION POLE 35 | | |
FT. SIGNAL ARM, 6 FT. LUMINAIRE ARM, | | |
0174 805-06592 5511.000 LFT | 16.20000 89278.20| 15.00000 82665.00| 24.55000 135295.05
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0176 805-08102 5676.100 EACH | 17.28000 98083.01| 16.00000 90817.60| 19.50000 110683.95
DECORATIVE , CROSSWALKS, THERMOPLASTIC | | |
0177 805-08102 1.000 EACH | 3888.00000 3888.00| 3600.00000 3600.00| 5500.00000 5500.00
DECORATIVE , PUBLIC ARTWORK, TYPE 1 | | |
0178 805-08129 45.000 LFT | 3.24000 145.80| 3.00000 135.00| 4.50000 202.50
SIGNAL CABLE RELOCATE | | |
0179 805-78010 2.000 EACH | 1296.00000 2592.00| 1200.00000 2400.00| 1150.00000 2300.00
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0180 805-78100 2.000 EACH | 16740.00000 33480.00| 15500.00000 31000.00| 17400.00000 34800.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0181 805-78190 8.000 EACH | 486.00000 3888.00| 450.00000 3600.00| 545.00000 4360.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | |
0182 805-78205 15.000 EACH | 1080.00000 16200.00| 1000.00000 15000.00| 1125.00000 16875.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0183 805-78370 31.000 EACH | 1080.00000 33480.00| 1000.00000 31000.00| 1305.00000 40455.00
PEDESTRIAN PUSH BUTTON | | |
0184 805-78415 1.000 EACH | 1836.00000 1836.00| 1700.00000 1700.00| 3050.00000 3050.00
SPAN, CATENARY, AND TETHER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0185 805-78420 2.000 EACH | 324.00000 648.00| 300.00000 600.00| 350.00000 700.00
DISCONNECT HANGER | | |
0186 805-78445 6.000 EACH | 648.00000 3888.00| 600.00000 3600.00| 630.00000 3780.00
SIGNAL SERVICE | | |
0187 805-78465 949.000 LFT | 3.24000 3074.76| 3.00000 2847.00| 4.65000 4412.85
SIGNAL CABLE, 2C 8GA. | | |
0188 805-78480 219.000 LFT | 1.62000 354.78| 1.50000 328.50| 2.50000 547.50
SIGNAL CABLE, 3C 14GA. | | |
0189 805-78485 9018.000 LFT | 2.16000 19478.88| 2.00000 18036.00| 3.10000 27955.80
SIGNAL CABLE, 5C 14GA. | | |
0190 805-78490 255.000 LFT | 2.38000 606.90| 2.20000 561.00| 3.41000 869.55
SIGNAL CABLE, 7C 14GA. | | |
0191 805-78495 1748.000 LFT | 2.16000 3775.68| 2.00000 3496.00| 4.00000 6992.00
SIGNAL CABLE, 9C 14GA. | | |
0192 805-78510 421.000 LFT | 1.08000 454.68| 1.00000 421.00| 2.10000 884.10
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0193 805-78785 2.000 EACH | 756.00000 1512.00| 700.00000 1400.00| 1450.00000 2900.00
SIGNAL DETECTOR HOUSING | | |
0194 805-78795 360.000 LFT | 10.26000 3693.60| 9.50000 3420.00| 9.00000 3240.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0195 805-78900 9.000 EACH | 486.00000 4374.00| 450.00000 4050.00| 815.00000 7335.00
PEDESTAL FOUNDATION, A | | |
0196 805-78900 21.000 EACH | 648.00000 13608.00| 600.00000 12600.00| 1100.00000 23100.00
PEDESTAL FOUNDATION, A MODIFIED | | |
0197 805-78925 5.000 EACH | 972.00000 4860.00| 900.00000 4500.00| 2125.00000 10625.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0198 805-81032 1.000 EACH | 3240.00000 3240.00| 3000.00000 3000.00| 4710.00000 4710.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0199 805-90005 5.000 EACH | 648.00000 3240.00| 600.00000 3000.00| 886.00000 4430.00
SIGNAL PEDESTAL, 10 FT. | | |
0200 805-90005 23.000 EACH | 1080.00000 24840.00| 1000.00000 23000.00| 1852.00000 42596.00
SIGNAL PEDESTAL, 10 FT. ORNAMENTAL | | |
0201 805-92504 1.000 EACH | 324.00000 324.00| 300.00000 300.00| 400.00000 400.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0203 805-95568 1200.000 LFT | 11.88000 14256.00| 11.00000 13200.00| 2.15000 2580.00
CONDUIT, PVC, 4 IN. SCHEDULE 40, FOR | | |
ELECTRICAL | | |
0204 805-95568 240.000 LFT | 14.04000 3369.60| 13.00000 3120.00| 52.75000 12660.00
CONDUIT, PVC, 4 IN. SCHEDULE 40, WITH | | |
3#3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0205 807-02191 13.000 EACH | 432.00000 5616.00| 400.00000 5200.00| 750.00000 9750.00
HANDHOLE, LIGHTING POLYMER CONCRETE | | |
0214 807-04866 110.000 EACH | 6156.00000 677160.00| 5700.00000 627000.00| 6798.38000 747821.80
LUMINAIRE AND POLE, TYPE L1 | | |
0215 807-86620 3.000 EACH | 648.00000 1944.00| 600.00000 1800.00| 310.00000 930.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0216 808-03439 960.000 LFT | 4.05000 3888.00| 3.75000 3600.00| 4.60000 4416.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0217 808-06703 12.000 LFT | 2.16000 25.92| 2.00000 24.00| 3.00000 36.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0218 808-06716 4418.000 LFT | 0.43000 1899.74| 0.40000 1767.20| 0.50000 2209.00
LINE, REMOVE | | |
0219 808-75245 4852.000 LFT | 0.48000 2328.96| 0.44000 2134.88| 0.55000 2668.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0220 808-75297 443.000 LFT | 4.05000 1794.15| 3.75000 1661.25| 4.60000 2037.80
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0221 808-75998 8.000 EACH | 162.00000 1296.00| 140.00000 1120.00| 175.00000 1400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0222 622-04992 13.000 EACH | 1376.10000 17889.30| 1100.00000 14300.00| 950.00000 12350.00
DRAIN , 18 IN. BASIN | | |
0223 622-04992 16.000 EACH | 1093.14000 17490.24| 900.00000 14400.00| 660.00000 10560.00
DRAIN , 12 IN. DRAIN BASIN | | |
0224 805-95568 1200.000 LFT | 14.04000 16848.00| 13.00000 15600.00| 2.15000 2580.00
CONDUIT, PVC, 4 IN. , SCH 40, FOR | | |
ELECTRICAL | | |
0225 807-04651 150.000 LFT | 16.20000 2430.00| 15.00000 2250.00| 30.00000 4500.00
WIRE . NO. 6, COPPER, IN 1-1/2 IN. SCH | | |
40, | | |
0226 210-09635 200.000 LFT | 40.73000 8146.00| 200.00000 40000.00| 61.00000 12200.00
ALUMINUM , KICK PLATE | | |
0227 706-01268 24.000 LFT | 405.00000 9720.00| 500.00000 12000.00| 245.00000 5880.00
HANDRAIL, ALUMINUM , ORNAMENTAL | | |
0228 610-08462 2754.720 SYS | 32.73000 90161.99| 65.00000 179056.80| 62.45000 172032.26
PCCP FOR APPROACHES, 8 IN. , UNDER | | |
PAVERS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0229 210-07893 LUMP | 140940.00000 140940.00| 130500.00000 130500.00| 48000.00000 48000.00
IRRIGATION | | |
0230 802-03896 12.000 EACH | 2271.83000 27261.96| 2500.00000 30000.00| 2475.00000 29700.00
BOLLARD , TYPE 1 | | |
0231 802-03896 27.000 EACH | 1453.28000 39238.56| 1600.00000 43200.00| 1378.00000 37206.00
BOLLARD , TYPE 2 | | |
0232 802-03896 20.000 EACH | 1417.73000 28354.60| 1400.00000 28000.00| 1275.00000 25500.00
BOLLARD , TYPE 3 | | |
0233 807-04652 9.000 EACH | 7452.00000 67068.00| 6900.00000 62100.00| 8725.00000 78525.00
SERVICE POINT , MODIFIED, D | | |
0234 807-04652 1.000 EACH | 7560.00000 7560.00| 7000.00000 7000.00| 10400.00000 10400.00
SERVICE POINT , MODIFIED, J | | |
0235 807-04652 1.000 EACH | 3780.00000 3780.00| 3500.00000 3500.00| 7500.00000 7500.00
SERVICE POINT , MODIFIED, L | | |
0236 807-03965 730.000 LFT | 14.04000 10249.20| 13.00000 9490.00| 12.35000 9015.50
CONDUIT, PVC, 2.50 IN., SCHEDULE 80, | | |
FOR ELECTRIC , BLANK, SCH 40 | | |
0237 807-04651 1200.000 LFT | 15.12000 18144.00| 14.00000 16800.00| 20.10000 24120.00
WIRE , NO. 8, COPPER 1 IN. SCH 40 PVC | | |
CONDUIT | | |
0238 807-04651 1600.000 LFT | 14.04000 22464.00| 13.00000 20800.00| 17.65000 28240.00
WIRE , NO. 8, COPPER 1 IN. SCH 40 PVC | | |
CONDUIT | | |
0239 807-04651 2000.000 LFT | 14.58000 29160.00| 13.50000 27000.00| 15.65000 31300.00
WIRE NO 8, COPPER 1 IN. SCH 40 PVC | | |
CONDUIT | | |
0240 807-04651 1300.000 LFT | 15.12000 19656.00| 14.00000 18200.00| 16.67000 21671.00
WIRE NO. 6, COPPER 1IN. SCH 40 PVC | | |
CONDUIT | | |
0241 807-04651 1200.000 LFT | 15.12000 18144.00| 14.00000 16800.00| 15.72000 18864.00
WIRE NO. 6, COPPER 1 IN. SCH 40 PVC | | |
CONDUIT | | |
0242 807-04651 500.000 LFT | 16.20000 8100.00| 15.00000 7500.00| 22.10000 11050.00
WIRE , NO. 6, COPPER 1-1/2 IN. SCH 40 | | |
PVC | | |
0243 807-04651 200.000 LFT | 15.12000 3024.00| 14.00000 2800.00| 23.70000 4740.00
WIRE , NO 6, COPPER 1-1/4 IN. SCH 40 PV | | |
0244 807-04651 1500.000 LFT | 15.12000 22680.00| 14.00000 21000.00| 22.15000 33225.00
WIRE , NO 6, COPPER 1-1/2 IN. SCH 40 PV | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 320 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -31162-A COUNTIES : MARION
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 31-1323837
|SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0245 805-02728 1200.000 LFT | 14.04000 16848.00| 13.00000 15600.00| 10.65000 12780.00
CONDUIT, PVC, 1 IN. , BLANK, SCH 40, IN | | |
TRENCH | | |
SECTION TOTALS | $ 7,354,241.25| $ 8,423,000.00| $ 8,849,355.39
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,354,241.25| $ 8,423,000.00| $ 8,849,355.39
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0501173
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1609544 SCHUTT-LOOKABILL CO $ 1,951,816.53 100.0000%
2 37-0797609 FEUTZ CONTRACTORS INC $ 1,980,420.95 101.4655%
3 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 2,028,195.01 103.9132%
4 35-1917625 MILESTONE CONTRACTORS LP $ 2,085,014.50 106.8243%
5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,100,469.90 107.6162%
6 35-1111003 WHITE CONSTRUCTION INC $ 2,180,890.00 111.7364%
7 35-1181156 KANIZER EXCAVATING CO $ 2,268,374.45 116.2186%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 37-0797609 |( 3 ) 35-2113672
|SCHUTT-LOOKABILL CO |FEUTZ CONTRACTORS INC |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPLACEMENT
| | |
0001 105-06845 LUMP | 18252.00000 18252.00| 16000.00000 16000.00| 24150.00000 24150.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 97590.00000 97590.00| 93000.00000 93000.00| 139919.00000 139919.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 108900.80000 108900.80| 58000.00000 58000.00| 52834.00000 52834.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 4800.000 SYS | 7.23000 34704.00| 11.00000 52800.00| 5.08000 24384.00
PAVEMENT REMOVAL | | |
0011 202-04089 21.000 EACH | 108.00000 2268.00| 85.00000 1785.00| 76.92000 1615.32
SIGN, SHEET, REMOVE | | |
0012 202-52710 2908.000 SYS | 5.62000 16342.96| 9.50000 27626.00| 4.59000 13347.72
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 14.000 EACH | 128.03000 1792.42| 385.00000 5390.00| 337.55000 4725.70
INLET, REMOVE | | |
0014 202-93047 1.000 EACH | 320.85000 320.85| 675.00000 675.00| 665.60000 665.60
MANHOLE, REMOVE | | |
0015 202-96133 338.000 LFT | 3.15000 1064.70| 13.00000 4394.00| 18.28000 6178.64
PIPE, REMOVE | | |
0016 203-02000 3577.000 CYS | 31.50000 112675.50| 24.00000 85848.00| 11.08000 39633.16
EXCAVATION, COMMON | | |
0017 205-03371 20.000 CYS | 32.63000 652.60| 30.00000 600.00| 59.08000 1181.60
SEDIMENT, REMOVE | | |
0018 205-06933 43.000 EACH | 91.80000 3947.40| 100.00000 4300.00| 171.29000 7365.47
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 37-0797609 |( 3 ) 35-2113672
|SCHUTT-LOOKABILL CO |FEUTZ CONTRACTORS INC |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 1500.000 LFT | 1.62000 2430.00| 2.70000 4050.00| 2.12000 3180.00
TEMPORARY SILT FENCE | | |
0020 207-08263 11045.000 SYS | 7.88000 87034.60| 6.50000 71792.50| 6.87000 75879.15
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 3295.000 SYS | 11.29000 37200.55| 11.00000 36245.00| 10.91000 35948.45
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 210-07794 2.000 EACH | 6412.32000 12824.64| 16000.00000 32000.00| 596.20000 1192.40
WATER MAIN ABANDON EXISTING WATER MAIN | | |
0023 211-09264 908.000 CYS | 26.70000 24243.60| 25.00000 22700.00| 21.34000 19376.72
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 53.000 CYS | 39.72000 2105.16| 44.00000 2332.00| 57.03000 3022.59
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09267 803.000 CYS | 68.92000 55342.76| 93.00000 74679.00| 21.66000 17392.98
STRUCTURE BACKFILL, TYPE 4 | | |
0026 213-09269 1.000 CYS | 203.63000 203.63| 93.00000 93.00| 185.60000 185.60
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0027 303-08210 100.000 TON | 30.69000 3069.00| 25.00000 2500.00| 27.67000 2767.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 304-07493 715.000 TON | 95.00000 67925.00| 105.00000 75075.00| 65.76000 47018.40
WIDENING WITH HMA, TYPE B | | |
0029 306-08034 486.000 SYS | 11.41000 5545.26| 8.00000 3888.00| 3.18000 1545.48
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08039 4360.000 SYS | 2.52000 10987.20| 2.60000 11336.00| 25.42000 110831.20
MILLING, ASPHALT REMOVAL | | |
0031 401-07333 945.000 TON | 85.00000 80325.00| 90.00000 85050.00| 84.70000 80041.50
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0032 401-07402 1510.000 TON | 70.00000 105700.00| 77.00000 116270.00| 87.30000 131823.00
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0033 401-07407 3200.000 TON | 60.00000 192000.00| 66.00000 211200.00| 69.74000 223168.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0034 402-07451 230.000 TON | 95.00000 21850.00| 105.00000 24150.00| 82.05000 18871.50
HMA WEDGE AND LEVEL, TYPE B | | |
0035 406-05520 11.000 TON | 600.00000 6600.00| 660.00000 7260.00| 530.00000 5830.00
ASPHALT FOR TACK COAT | | |
0036 604-06070 2895.000 SYS | 29.40000 85113.00| 34.25000 99153.75| 39.35000 113918.25
SIDEWALK, CONCRETE | | |
0037 604-07897 9.000 SYS | 125.10000 1125.90| 83.00000 747.00| 229.20000 2062.80
CURB RAMP, CONCRETE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 37-0797609 |( 3 ) 35-2113672
|SCHUTT-LOOKABILL CO |FEUTZ CONTRACTORS INC |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07901 143.000 SYS | 104.40000 14929.20| 101.00000 14443.00| 230.74000 32995.82
CURB RAMP, CONCRETE, G | | |
0039 605-06140 4497.000 LFT | 17.58000 79057.26| 17.00000 76449.00| 16.73000 75234.81
CURB AND GUTTER, CONCRETE | | |
0040 605-96305 1945.000 LFT | 15.95000 31022.75| 16.00000 31120.00| 16.10000 31314.50
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0041 610-07487 505.000 TON | 125.00000 63125.00| 130.00000 65650.00| 132.25000 66786.25
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 1960.000 SYS | 45.12000 88435.20| 47.00000 92120.00| 68.23000 133730.80
PCCP FOR APPROACHES, 6 IN. | | |
0043 621-01004 3.000 EACH | 648.00000 1944.00| 650.00000 1950.00| 2173.50000 6520.50
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06560 9300.000 SYS | 0.56000 5208.00| 0.55000 5115.00| 1.92000 17856.00
MULCHED SEEDING, U | | |
0045 621-06567 2.000 kGAL | 1.08000 2.16| 1.05000 2.10| 603.75000 1207.50
WATER | | |
0046 621-06574 350.000 SYS | 7.72000 2702.00| 7.80000 2730.00| 11.06000 3871.00
SODDING | | |
0047 621-93926 1.000 EACH | 6402.65000 6402.65| 2400.00000 2400.00| 2660.49000 2660.49
TAPPING VALVE AND SLEEVE, 6 IN. , 10IN. | | |
X 6IN. | | |
0048 621-93926 4.000 EACH | 5223.61000 20894.44| 2200.00000 8800.00| 2347.75000 9391.00
TAPPING VALVE AND SLEEVE, 6 IN. , 4IN. | | |
X 6IN. | | |
0049 628-09401 7.000 MOS | 2133.90000 14937.30| 2300.00000 16100.00| 1600.00000 11200.00
FIELD OFFICE, A | | |
0050 715-05048 186.000 LFT | 10.42000 1938.12| 26.00000 4836.00| 11.66000 2168.76
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0051 715-05123 64.000 LFT | 39.53000 2529.92| 50.00000 3200.00| 49.26000 3152.64
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0052 715-05149 1983.000 LFT | 23.50000 46600.50| 34.00000 67422.00| 32.18000 63812.94
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0053 715-05151 1006.000 LFT | 26.14000 26296.84| 41.00000 41246.00| 39.36000 39596.16
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0054 715-05152 74.000 LFT | 33.37000 2469.38| 47.00000 3478.00| 36.31000 2686.94
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0055 715-05154 30.000 LFT | 50.34000 1510.20| 93.00000 2790.00| 52.23000 1566.90
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 37-0797609 |( 3 ) 35-2113672
|SCHUTT-LOOKABILL CO |FEUTZ CONTRACTORS INC |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-08305 205.000 TON | 100.00000 20500.00| 105.00000 21525.00| 115.44000 23665.20
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46020 1.000 EACH | 795.71000 795.71| 1150.00000 1150.00| 1541.30000 1541.30
PIPE END SECTION, 24 IN. | | |
0058 715-93911 80.000 LFT | 37.72000 3017.60| 83.00000 6640.00| 16.05000 1284.00
WATER MAIN, 4 IN. | | |
0059 715-93912 1512.000 LFT | 33.53000 50697.36| 23.00000 34776.00| 25.95000 39236.40
WATER MAIN, 6 IN. | | |
0060 720-44000 5.000 EACH | 550.69000 2753.45| 250.00000 1250.00| 254.26000 1271.30
CASTING, ADJUST TO GRADE | | |
0061 720-45030 2.000 EACH | 1137.22000 2274.44| 1250.00000 2500.00| 1784.00000 3568.00
INLET, E7 | | |
0062 720-45260 9.000 EACH | 957.15000 8614.35| 860.00000 7740.00| 1350.00000 12150.00
PIPE CATCH BASIN, 12 IN. | | |
0063 720-45410 5.000 EACH | 1821.49000 9107.45| 2000.00000 10000.00| 2094.00000 10470.00
MANHOLE, C4 | | |
0064 720-96999 5.000 EACH | 6060.06000 30300.30| 3800.00000 19000.00| 4424.00000 22120.00
FIRE HYDRANT ASSEMBLY | | |
0065 720-98174 8.000 EACH | 2116.44000 16931.52| 2215.00000 17720.00| 2526.00000 20208.00
INLET, B15 | | |
0066 720-98555 20.000 EACH | 2186.01000 43720.20| 2225.00000 44500.00| 2384.00000 47680.00
INLET, C15 | | |
0067 732-03064 10.000 EACH | 4459.69000 44596.90| 4600.00000 46000.00| 4840.00000 48400.00
TAPPING VALVE , AND SLEEVE, 4 IN. | | |
0068 732-90573 1250.000 LFT | 13.74000 17175.00| 16.50000 20625.00| 5.57000 6962.50
WATER SERVICE LINE, 0.75 IN | | |
0069 732-90573 603.000 LFT | 37.28000 22479.84| 25.00000 15075.00| 26.00000 15678.00
WATER SERVICE LINE, 0.75 IN AUGER AND | | |
BORE | | |
0070 732-93403 53.000 EACH | 266.58000 14128.74| 360.00000 19080.00| 340.00000 18020.00
WATER SERVICE CONNECTION, 0.75 IN. | | |
0071 732-97009 5.000 EACH | 389.97000 1949.85| 600.00000 3000.00| 548.27000 2741.35
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0072 801-03290 2.000 EACH | 411.48000 822.96| 420.00000 840.00| 225.00000 450.00
CONSTRUCTION SIGN, C | | |
0073 801-06203 1850.000 LFT | 0.56000 1036.00| 0.55000 1017.50| 0.35000 647.50
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0074 801-06625 23.000 EACH | 155.52000 3576.96| 155.00000 3565.00| 125.00000 2875.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1609544 |( 2 ) 37-0797609 |( 3 ) 35-2113672
|SCHUTT-LOOKABILL CO |FEUTZ CONTRACTORS INC |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06640 29.000 EACH | 124.20000 3601.80| 125.00000 3625.00| 145.00000 4205.00
CONSTRUCTION SIGN, A | | |
0076 801-06645 5.000 EACH | 54.00000 270.00| 55.00000 275.00| 65.00000 325.00
CONSTRUCTION SIGN, B | | |
0077 801-06775 LUMP | 30942.90000 30942.90| 16000.00000 16000.00| 11000.00000 11000.00
MAINTAINING TRAFFIC | | |
0078 801-07118 200.000 LFT | 12.96000 2592.00| 13.00000 2600.00| 17.00000 3400.00
BARRICADE, III-A | | |
0079 802-05701 190.000 LFT | 20.27000 3851.30| 22.00000 4180.00| 25.00000 4750.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0080 802-76025 111.250 SFT | 12.55000 1396.19| 14.00000 1557.50| 28.00000 3115.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0081 802-76035 18.000 SFT | 11.86000 213.48| 13.00000 234.00| 22.00000 396.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0082 808-75043 630.000 LFT | 1.03000 648.90| 1.60000 1008.00| 1.23000 774.90
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
0083 808-75245 5676.000 LFT | 0.53000 3008.28| 0.60000 3405.60| 0.82000 4654.32
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75297 160.000 LFT | 4.16000 665.60| 4.60000 736.00| 4.95000 792.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 1,951,816.53| $ 1,980,420.95| $ 2,028,195.01
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,951,816.53| $ 1,980,420.95| $ 2,028,195.01
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0918397 |( 6 ) 35-1111003
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPLACEMENT
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| 22000.00000 22000.00| 32000.00000 32000.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
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 | 100800.00000 100800.00| 121551.45000 121551.45| 79000.00000 79000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 48000.00000 48000.00| 32650.00000 32650.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 4800.000 SYS | 4.25000 20400.00| 4.35000 20880.00| 12.00000 57600.00
PAVEMENT REMOVAL | | |
0011 202-04089 21.000 EACH | 20.00000 420.00| 85.00000 1785.00| 55.00000 1155.00
SIGN, SHEET, REMOVE | | |
0012 202-52710 2908.000 SYS | 5.65000 16430.20| 3.90000 11341.20| 13.00000 37804.00
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 14.000 EACH | 385.00000 5390.00| 480.00000 6720.00| 420.00000 5880.00
INLET, REMOVE | | |
0014 202-93047 1.000 EACH | 500.00000 500.00| 830.00000 830.00| 850.00000 850.00
MANHOLE, REMOVE | | |
0015 202-96133 338.000 LFT | 19.00000 6422.00| 19.60000 6624.80| 34.00000 11492.00
PIPE, REMOVE | | |
0016 203-02000 3577.000 CYS | 22.50000 80482.50| 19.30000 69036.10| 26.00000 93002.00
EXCAVATION, COMMON | | |
0017 205-03371 20.000 CYS | 82.00000 1640.00| 22.00000 440.00| 45.00000 900.00
SEDIMENT, REMOVE | | |
0018 205-06933 43.000 EACH | 85.00000 3655.00| 90.00000 3870.00| 110.00000 4730.00
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0918397 |( 6 ) 35-1111003
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 1500.000 LFT | 1.50000 2250.00| 1.47000 2205.00| 4.00000 6000.00
TEMPORARY SILT FENCE | | |
0020 207-08263 11045.000 SYS | 9.75000 107688.75| 14.40000 159048.00| 18.56000 204995.20
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 3295.000 SYS | 12.50000 41187.50| 8.60000 28337.00| 16.00000 52720.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 210-07794 2.000 EACH | 13500.00000 27000.00| 11855.00000 23710.00| 15000.00000 30000.00
WATER MAIN ABANDON EXISTING WATER MAIN | | |
0023 211-09264 908.000 CYS | 20.00000 18160.00| 15.25000 13847.00| 15.00000 13620.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 53.000 CYS | 38.00000 2014.00| 33.75000 1788.75| 75.00000 3975.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09267 803.000 CYS | 73.00000 58619.00| 78.00000 62634.00| 59.00000 47377.00
STRUCTURE BACKFILL, TYPE 4 | | |
0026 213-09269 1.000 CYS | 300.00000 300.00| 100.00000 100.00| 59.00000 59.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0027 303-08210 100.000 TON | 130.00000 13000.00| 40.00000 4000.00| 45.00000 4500.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 304-07493 715.000 TON | 106.00000 75790.00| 64.41000 46053.15| 98.00000 70070.00
WIDENING WITH HMA, TYPE B | | |
0029 306-08034 486.000 SYS | 6.55000 3183.30| 10.57000 5137.02| 11.00000 5346.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08039 4360.000 SYS | 4.50000 19620.00| 3.20000 13952.00| 3.00000 13080.00
MILLING, ASPHALT REMOVAL | | |
0031 401-07333 945.000 TON | 90.00000 85050.00| 82.84000 78283.80| 88.00000 83160.00
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0032 401-07402 1510.000 TON | 74.00000 111740.00| 85.48000 129074.80| 75.00000 113250.00
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0033 401-07407 3200.000 TON | 64.00000 204800.00| 68.30000 218560.00| 65.00000 208000.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0034 402-07451 230.000 TON | 95.00000 21850.00| 80.28000 18464.40| 98.00000 22540.00
HMA WEDGE AND LEVEL, TYPE B | | |
0035 406-05520 11.000 TON | 600.00000 6600.00| 516.31000 5679.41| 630.00000 6930.00
ASPHALT FOR TACK COAT | | |
0036 604-06070 2895.000 SYS | 34.00000 98430.00| 41.39000 119824.05| 38.00000 110010.00
SIDEWALK, CONCRETE | | |
0037 604-07897 9.000 SYS | 185.00000 1665.00| 176.52000 1588.68| 148.00000 1332.00
CURB RAMP, CONCRETE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0918397 |( 6 ) 35-1111003
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07901 143.000 SYS | 245.00000 35035.00| 168.48000 24092.64| 130.00000 18590.00
CURB RAMP, CONCRETE, G | | |
0039 605-06140 4497.000 LFT | 19.00000 85443.00| 15.35000 69028.95| 19.00000 85443.00
CURB AND GUTTER, CONCRETE | | |
0040 605-96305 1945.000 LFT | 17.00000 33065.00| 14.92000 29019.40| 20.00000 38900.00
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0041 610-07487 505.000 TON | 125.00000 63125.00| 124.53000 62887.65| 135.00000 68175.00
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 1960.000 SYS | 44.00000 86240.00| 66.81000 130947.60| 52.00000 101920.00
PCCP FOR APPROACHES, 6 IN. | | |
0043 621-01004 3.000 EACH | 600.00000 1800.00| 1800.00000 5400.00| 2100.00000 6300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06560 9300.000 SYS | 1.90000 17670.00| 0.48000 4464.00| 0.54000 5022.00
MULCHED SEEDING, U | | |
0045 621-06567 2.000 kGAL | 1.00000 2.00| 25.00000 50.00| 35.00000 70.00
WATER | | |
0046 621-06574 350.000 SYS | 10.00000 3500.00| 23.36000 8176.00| 25.00000 8750.00
SODDING | | |
0047 621-93926 1.000 EACH | 4500.00000 4500.00| 3000.00000 3000.00| 7300.00000 7300.00
TAPPING VALVE AND SLEEVE, 6 IN. , 10IN. | | |
X 6IN. | | |
0048 621-93926 4.000 EACH | 6000.00000 24000.00| 2600.00000 10400.00| 11700.00000 46800.00
TAPPING VALVE AND SLEEVE, 6 IN. , 4IN. | | |
X 6IN. | | |
0049 628-09401 7.000 MOS | 3000.00000 21000.00| 2656.47000 18595.29| 1350.00000 9450.00
FIELD OFFICE, A | | |
0050 715-05048 186.000 LFT | 24.00000 4464.00| 22.70000 4222.20| 32.00000 5952.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0051 715-05123 64.000 LFT | 58.00000 3712.00| 59.50000 3808.00| 39.00000 2496.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0052 715-05149 1983.000 LFT | 32.25000 63951.75| 39.60000 78526.80| 28.00000 55524.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0053 715-05151 1006.000 LFT | 38.00000 38228.00| 40.15000 40390.90| 30.00000 30180.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0054 715-05152 74.000 LFT | 55.00000 4070.00| 45.85000 3392.90| 31.00000 2294.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0055 715-05154 30.000 LFT | 100.00000 3000.00| 87.20000 2616.00| 38.00000 1140.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0918397 |( 6 ) 35-1111003
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-08305 205.000 TON | 100.00000 20500.00| 100.82000 20668.10| 125.00000 25625.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46020 1.000 EACH | 650.00000 650.00| 770.00000 770.00| 630.00000 630.00
PIPE END SECTION, 24 IN. | | |
0058 715-93911 80.000 LFT | 141.00000 11280.00| 149.40000 11952.00| 24.00000 1920.00
WATER MAIN, 4 IN. | | |
0059 715-93912 1512.000 LFT | 39.50000 59724.00| 48.00000 72576.00| 28.00000 42336.00
WATER MAIN, 6 IN. | | |
0060 720-44000 5.000 EACH | 375.00000 1875.00| 350.00000 1750.00| 450.00000 2250.00
CASTING, ADJUST TO GRADE | | |
0061 720-45030 2.000 EACH | 2100.00000 4200.00| 1700.00000 3400.00| 1200.00000 2400.00
INLET, E7 | | |
0062 720-45260 9.000 EACH | 1250.00000 11250.00| 1305.00000 11745.00| 780.00000 7020.00
PIPE CATCH BASIN, 12 IN. | | |
0063 720-45410 5.000 EACH | 2800.00000 14000.00| 2245.00000 11225.00| 2150.00000 10750.00
MANHOLE, C4 | | |
0064 720-96999 5.000 EACH | 5200.00000 26000.00| 3940.00000 19700.00| 4100.00000 20500.00
FIRE HYDRANT ASSEMBLY | | |
0065 720-98174 8.000 EACH | 2675.00000 21400.00| 2485.00000 19880.00| 1980.00000 15840.00
INLET, B15 | | |
0066 720-98555 20.000 EACH | 2700.00000 54000.00| 2490.00000 49800.00| 2100.00000 42000.00
INLET, C15 | | |
0067 732-03064 10.000 EACH | 4400.00000 44000.00| 5640.00000 56400.00| 3600.00000 36000.00
TAPPING VALVE , AND SLEEVE, 4 IN. | | |
0068 732-90573 1250.000 LFT | 17.50000 21875.00| 18.60000 23250.00| 32.00000 40000.00
WATER SERVICE LINE, 0.75 IN | | |
0069 732-90573 603.000 LFT | 21.00000 12663.00| 36.00000 21708.00| 29.00000 17487.00
WATER SERVICE LINE, 0.75 IN AUGER AND | | |
BORE | | |
0070 732-93403 53.000 EACH | 280.00000 14840.00| 260.00000 13780.00| 420.00000 22260.00
WATER SERVICE CONNECTION, 0.75 IN. | | |
0071 732-97009 5.000 EACH | 500.00000 2500.00| 570.00000 2850.00| 450.00000 2250.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0072 801-03290 2.000 EACH | 385.00000 770.00| 381.00000 762.00| 395.00000 790.00
CONSTRUCTION SIGN, C | | |
0073 801-06203 1850.000 LFT | 0.55000 1017.50| 0.52000 962.00| 0.61000 1128.50
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0074 801-06625 23.000 EACH | 145.00000 3335.00| 144.00000 3312.00| 150.00000 3450.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-0918397 |( 6 ) 35-1111003
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06640 29.000 EACH | 115.00000 3335.00| 115.00000 3335.00| 120.00000 3480.00
CONSTRUCTION SIGN, A | | |
0076 801-06645 5.000 EACH | 50.00000 250.00| 50.00000 250.00| 60.00000 300.00
CONSTRUCTION SIGN, B | | |
0077 801-06775 LUMP | 38000.00000 38000.00| 8745.14000 8745.14| 27600.31000 27600.31
MAINTAINING TRAFFIC | | |
0078 801-07118 200.000 LFT | 12.00000 2400.00| 12.00000 2400.00| 15.00000 3000.00
BARRICADE, III-A | | |
0079 802-05701 190.000 LFT | 19.00000 3610.00| 20.52000 3898.80| 25.00000 4750.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0080 802-76025 111.250 SFT | 12.00000 1335.00| 12.70000 1412.88| 15.00000 1668.75
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0081 802-76035 18.000 SFT | 11.00000 198.00| 12.00000 216.00| 15.00000 270.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0082 808-75043 630.000 LFT | 1.00000 630.00| 1.50000 945.00| 1.40000 882.00
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
0083 808-75245 5676.000 LFT | 0.50000 2838.00| 0.54000 3065.04| 0.49000 2781.24
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75297 160.000 LFT | 4.00000 640.00| 4.20000 672.00| 5.20000 832.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 2,085,014.50| $ 2,100,469.90| $ 2,180,890.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,085,014.50| $ 2,100,469.90| $ 2,180,890.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1181156 |( ) |( )
|KANIZER EXCAVATING CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPLACEMENT
| | |
0001 105-06845 LUMP | 84000.00000 84000.00| |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 99000.00000 99000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 64000.00000 64000.00| |
CLEARING RIGHT OF WAY | | |
0010 202-02240 4800.000 SYS | 6.00000 28800.00| |
PAVEMENT REMOVAL | | |
0011 202-04089 21.000 EACH | 100.00000 2100.00| |
SIGN, SHEET, REMOVE | | |
0012 202-52710 2908.000 SYS | 7.40000 21519.20| |
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 14.000 EACH | 400.00000 5600.00| |
INLET, REMOVE | | |
0014 202-93047 1.000 EACH | 500.00000 500.00| |
MANHOLE, REMOVE | | |
0015 202-96133 338.000 LFT | 20.00000 6760.00| |
PIPE, REMOVE | | |
0016 203-02000 3577.000 CYS | 24.00000 85848.00| |
EXCAVATION, COMMON | | |
0017 205-03371 20.000 CYS | 90.00000 1800.00| |
SEDIMENT, REMOVE | | |
0018 205-06933 43.000 EACH | 100.00000 4300.00| |
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1181156 |( ) |( )
|KANIZER EXCAVATING CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 1500.000 LFT | 3.00000 4500.00| |
TEMPORARY SILT FENCE | | |
0020 207-08263 11045.000 SYS | 10.00000 110450.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 3295.000 SYS | 22.00000 72490.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 210-07794 2.000 EACH | 7000.00000 14000.00| |
WATER MAIN ABANDON EXISTING WATER MAIN | | |
0023 211-09264 908.000 CYS | 10.00000 9080.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 53.000 CYS | 40.00000 2120.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09267 803.000 CYS | 30.00000 24090.00| |
STRUCTURE BACKFILL, TYPE 4 | | |
0026 213-09269 1.000 CYS | 500.00000 500.00| |
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0027 303-08210 100.000 TON | 40.00000 4000.00| |
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 304-07493 715.000 TON | 90.00000 64350.00| |
WIDENING WITH HMA, TYPE B | | |
0029 306-08034 486.000 SYS | 5.00000 2430.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08039 4360.000 SYS | 8.00000 34880.00| |
MILLING, ASPHALT REMOVAL | | |
0031 401-07333 945.000 TON | 80.00000 75600.00| |
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0032 401-07402 1510.000 TON | 86.00000 129860.00| |
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0033 401-07407 3200.000 TON | 70.00000 224000.00| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0034 402-07451 230.000 TON | 90.00000 20700.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0035 406-05520 11.000 TON | 500.00000 5500.00| |
ASPHALT FOR TACK COAT | | |
0036 604-06070 2895.000 SYS | 40.00000 115800.00| |
SIDEWALK, CONCRETE | | |
0037 604-07897 9.000 SYS | 90.00000 810.00| |
CURB RAMP, CONCRETE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1181156 |( ) |( )
|KANIZER EXCAVATING CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07901 143.000 SYS | 50.00000 7150.00| |
CURB RAMP, CONCRETE, G | | |
0039 605-06140 4497.000 LFT | 24.00000 107928.00| |
CURB AND GUTTER, CONCRETE | | |
0040 605-96305 1945.000 LFT | 20.00000 38900.00| |
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0041 610-07487 505.000 TON | 120.00000 60600.00| |
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 1960.000 SYS | 50.00000 98000.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0043 621-01004 3.000 EACH | 700.00000 2100.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06560 9300.000 SYS | 1.00000 9300.00| |
MULCHED SEEDING, U | | |
0045 621-06567 2.000 kGAL | 1.00000 2.00| |
WATER | | |
0046 621-06574 350.000 SYS | 8.00000 2800.00| |
SODDING | | |
0047 621-93926 1.000 EACH | 3900.00000 3900.00| |
TAPPING VALVE AND SLEEVE, 6 IN. , 10IN. | | |
X 6IN. | | |
0048 621-93926 4.000 EACH | 3500.00000 14000.00| |
TAPPING VALVE AND SLEEVE, 6 IN. , 4IN. | | |
X 6IN. | | |
0049 628-09401 7.000 MOS | 2000.00000 14000.00| |
FIELD OFFICE, A | | |
0050 715-05048 186.000 LFT | 50.00000 9300.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0051 715-05123 64.000 LFT | 100.00000 6400.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0052 715-05149 1983.000 LFT | 50.00000 99150.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0053 715-05151 1006.000 LFT | 51.00000 51306.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0054 715-05152 74.000 LFT | 90.00000 6660.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0055 715-05154 30.000 LFT | 100.00000 3000.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1181156 |( ) |( )
|KANIZER EXCAVATING CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-08305 205.000 TON | 100.00000 20500.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46020 1.000 EACH | 800.00000 800.00| |
PIPE END SECTION, 24 IN. | | |
0058 715-93911 80.000 LFT | 40.00000 3200.00| |
WATER MAIN, 4 IN. | | |
0059 715-93912 1512.000 LFT | 45.00000 68040.00| |
WATER MAIN, 6 IN. | | |
0060 720-44000 5.000 EACH | 400.00000 2000.00| |
CASTING, ADJUST TO GRADE | | |
0061 720-45030 2.000 EACH | 1600.00000 3200.00| |
INLET, E7 | | |
0062 720-45260 9.000 EACH | 900.00000 8100.00| |
PIPE CATCH BASIN, 12 IN. | | |
0063 720-45410 5.000 EACH | 2000.00000 10000.00| |
MANHOLE, C4 | | |
0064 720-96999 5.000 EACH | 3600.00000 18000.00| |
FIRE HYDRANT ASSEMBLY | | |
0065 720-98174 8.000 EACH | 2000.00000 16000.00| |
INLET, B15 | | |
0066 720-98555 20.000 EACH | 1500.00000 30000.00| |
INLET, C15 | | |
0067 732-03064 10.000 EACH | 2400.00000 24000.00| |
TAPPING VALVE , AND SLEEVE, 4 IN. | | |
0068 732-90573 1250.000 LFT | 20.00000 25000.00| |
WATER SERVICE LINE, 0.75 IN | | |
0069 732-90573 603.000 LFT | 30.00000 18090.00| |
WATER SERVICE LINE, 0.75 IN AUGER AND | | |
BORE | | |
0070 732-93403 53.000 EACH | 400.00000 21200.00| |
WATER SERVICE CONNECTION, 0.75 IN. | | |
0071 732-97009 5.000 EACH | 400.00000 2000.00| |
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0072 801-03290 2.000 EACH | 100.00000 200.00| |
CONSTRUCTION SIGN, C | | |
0073 801-06203 1850.000 LFT | 2.00000 3700.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0074 801-06625 23.000 EACH | 100.00000 2300.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 340 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -31320-A COUNTIES : FOUNTAIN
LETTING DATE : 04/08/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1181156 |( ) |( )
|KANIZER EXCAVATING CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06640 29.000 EACH | 200.00000 5800.00| |
CONSTRUCTION SIGN, A | | |
0076 801-06645 5.000 EACH | 100.00000 500.00| |
CONSTRUCTION SIGN, B | | |
0077 801-06775 LUMP | 94000.00000 94000.00| |
MAINTAINING TRAFFIC | | |
0078 801-07118 200.000 LFT | 10.00000 2000.00| |
BARRICADE, III-A | | |
0079 802-05701 190.000 LFT | 22.00000 4180.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0080 802-76025 111.250 SFT | 33.00000 3671.25| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0081 802-76035 18.000 SFT | 40.00000 720.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0082 808-75043 630.000 LFT | 6.00000 3780.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
0083 808-75245 5676.000 LFT | 4.00000 22704.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75297 160.000 LFT | 5.00000 800.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 2,268,374.45| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,268,374.45| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -1
VENDOR RANKING
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/02/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : D140001
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,056,650.00 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,104,640.00 104.5417%
3 35-1609544 SCHUTT-LOOKABILL CO $ 1,203,957.67 113.9410%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,290,268.00 122.1093%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -2
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1609544
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
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 | 9560.00000 9560.00| 25000.00000 25000.00| 7992.00000 7992.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 80.00000 160.00| 336.94000 673.88
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 125.00000 3000.00| 30.00000 720.00| 75.60000 1814.40
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 | 25000.00000 25000.00| 55000.00000 55000.00| 60197.00000 60197.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 9000.00000 9000.00| 10500.00000 10500.00| 52468.31000 52468.31
CLEARING RIGHT OF WAY | | |
0012 202-02240 4305.000 SYS | 12.50000 53812.50| 6.00000 25830.00| 6.75000 29058.75
PAVEMENT REMOVAL | | |
0013 202-02278 2832.000 LFT | 0.01000 28.32| 2.00000 5664.00| 2.61000 7391.52
CURB, CONCRETE, REMOVE | | |
0014 202-04089 15.000 EACH | 80.21000 1203.15| 25.00000 375.00| 27.00000 405.00
SIGN, SHEET, REMOVE | | |
0015 202-52710 1523.000 SYS | 3.00000 4569.00| 5.00000 7615.00| 6.95000 10584.85
SIDEWALK, CONCRETE, REMOVE | | |
0016 202-91385 3.000 EACH | 1000.00000 3000.00| 100.00000 300.00| 128.03000 384.09
INLET, REMOVE | | |
0017 202-93047 1.000 EACH | 1100.00000 1100.00| 150.00000 150.00| 320.85000 320.85
MANHOLE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -3
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1609544
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-96133 30.000 LFT | 19.00000 570.00| 2.00000 60.00| 3.53000 105.90
PIPE, REMOVE | | |
0019 203-02000 2255.000 CYS | 21.25000 47918.75| 20.00000 45100.00| 31.16000 70265.80
EXCAVATION, COMMON | | |
0020 205-03371 19.000 CYS | 0.01000 0.19| 20.00000 380.00| 32.63000 619.97
SEDIMENT, REMOVE | | |
0021 205-06937 887.000 LFT | 1.53000 1357.11| 1.53000 1357.11| 1.65000 1463.55
TEMPORARY SILT FENCE | | |
0022 207-08263 6082.000 SYS | 5.95000 36187.90| 6.00000 36492.00| 6.35000 38620.70
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 372.000 SYS | 15.37000 5717.64| 15.00000 5580.00| 13.53000 5033.16
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-09264 1359.000 CYS | 11.74000 15954.66| 20.00000 27180.00| 27.56000 37454.04
STRUCTURE BACKFILL, TYPE 1 | | |
0025 301-07448 308.000 TON | 35.00000 10780.00| 25.00000 7700.00| 27.29000 8405.32
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 302-07455 649.000 CYS | 29.00000 18821.00| 55.00000 35695.00| 59.18000 38407.82
DENSE GRADED SUBBASE | | |
0027 306-08043 280.000 SYS | 1.65000 462.00| 1.00000 280.00| 0.92000 257.60
MILLING, TRANSITION | | |
0028 402-07432 135.000 TON | 78.00000 10530.00| 80.00000 10800.00| 78.00000 10530.00
HMA SURFACE, TYPE A | | |
0029 402-07435 225.000 TON | 61.00000 13725.00| 63.00000 14175.00| 61.00000 13725.00
HMA INTERMEDIATE, TYPE A | | |
0030 402-07440 360.000 TON | 53.00000 19080.00| 59.00000 21240.00| 53.00000 19080.00
HMA BASE, TYPE A | | |
0031 406-05520 1.000 TON | 505.00000 505.00| 100.00000 100.00| 505.00000 505.00
ASPHALT FOR TACK COAT | | |
0032 502-06457 2952.000 SYS | 38.00000 112176.00| 40.00000 118080.00| 49.12000 145002.24
PCCP, 9 IN. | | |
0033 502-06457 412.000 SYS | 104.00000 42848.00| 110.00000 45320.00| 94.57000 38962.84
PCCP, 9 IN. , COLORED AND STAMPED | | |
0034 503-05240 1564.000 LFT | 7.50000 11730.00| 6.00000 9384.00| 10.84000 16953.76
D-1 CONTRACTION JOINT | | |
0035 604-07894 59.000 SYS | 145.00000 8555.00| 100.00000 5900.00| 91.94000 5424.46
CURB RAMP, CONCRETE, A | | |
0036 604-07896 48.000 SYS | 145.00000 6960.00| 100.00000 4800.00| 101.50000 4872.00
CURB RAMP, CONCRETE, B | | |
0037 604-07900 27.000 SYS | 145.00000 3915.00| 100.00000 2700.00| 80.21000 2165.67
CURB RAMP, CONCRETE, F | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -4
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1609544
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07902 17.000 SYS | 145.00000 2465.00| 100.00000 1700.00| 102.58000 1743.86
CURB RAMP, CONCRETE, H | | |
0039 604-07904 20.000 SYS | 145.00000 2900.00| 100.00000 2000.00| 85.95000 1719.00
CURB RAMP, CONCRETE, L | | |
0040 604-91531 1901.000 SYS | 32.25000 61307.25| 35.00000 66535.00| 24.79000 47125.79
SIDEWALK, CONCRETE, 4 IN. | | |
0041 604-91531 52.000 SYS | 54.50000 2834.00| 90.00000 4680.00| 85.65000 4453.80
SIDEWALK, CONCRETE, 4 IN. , COLORED AND | | |
STAMPED | | |
0042 605-06090 1460.000 LFT | 6.50000 9490.00| 6.00000 8760.00| 12.62000 18425.20
CURB, INTEGRAL, CONCRETE | | |
0043 605-06120 210.000 LFT | 23.50000 4935.00| 25.00000 5250.00| 19.64000 4124.40
CURB, CONCRETE | | |
0044 605-06140 996.000 LFT | 13.00000 12948.00| 14.00000 13944.00| 14.46000 14402.16
CURB AND GUTTER, CONCRETE | | |
0045 605-06155 218.000 LFT | 30.25000 6594.50| 32.00000 6976.00| 34.88000 7603.84
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0046 610-09108 325.000 SYS | 51.25000 16656.25| 60.00000 19500.00| 41.56000 13507.00
PCCP FOR APPROACHES, 9 IN. | | |
0047 610-09108 47.000 SYS | 97.50000 4582.50| 110.00000 5170.00| 120.65000 5670.55
PCCP FOR APPROACHES, 9 IN. , COLORED | | |
AND STAMPED | | |
0048 615-06505 2.000 EACH | 650.00000 1300.00| 950.00000 1900.00| 621.00000 1242.00
MONUMENT, B | | |
0049 615-06510 2.000 EACH | 450.00000 900.00| 600.00000 1200.00| 621.00000 1242.00
MONUMENT, C | | |
0050 621-06567 3.800 kGAL | 50.00000 190.00| 50.00000 190.00| 54.00000 205.20
WATER | | |
0051 621-06570 47.000 CYS | 30.39000 1428.33| 65.00000 3055.00| 46.13000 2168.11
TOP SOIL | | |
0052 621-06575 1035.000 SYS | 3.45000 3570.75| 3.45000 3570.75| 3.73000 3860.55
SODDING, NURSERY | | |
0053 621-98038 8.000 CYS | 74.25000 594.00| 74.25000 594.00| 80.19000 641.52
MULCH, HARDWOOD SHREDDED BARK | | |
0054 622-05639 46.000 EACH | 54.15000 2490.90| 54.15000 2490.90| 58.48000 2690.08
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. | | |
0055 622-05654 176.000 EACH | 10.33000 1818.08| 10.33000 1818.08| 11.16000 1964.16
PLANT, PERENNIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -5
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1609544
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 628-09402 12.000 MOS | 2200.00000 26400.00| 1200.00000 14400.00| 1501.43000 18017.16
FIELD OFFICE, B | | |
0057 715-05148 2.000 LFT | 165.00000 330.00| 41.00000 82.00| 102.11000 204.22
PIPE, TYPE 2, CIRCULAR, 10 IN. | | |
0058 715-05149 607.000 LFT | 50.00000 30350.00| 42.00000 25494.00| 34.70000 21062.90
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0059 715-05152 845.000 LFT | 53.25000 44996.25| 45.00000 38025.00| 46.71000 39469.95
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0060 715-05154 289.000 LFT | 67.50000 19507.50| 53.00000 15317.00| 63.15000 18250.35
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0061 715-08282 88.000 TON | 134.00000 11792.00| 120.00000 10560.00| 134.00000 11792.00
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0062 715-09064 1743.000 LFT | 1.43000 2492.49| 1.20000 2091.60| 1.30000 2265.90
VIDEO INSPECTION FOR PIPE | | |
0063 720-08241 1.000 EACH | 3950.00000 3950.00| 4500.00000 4500.00| 6909.73000 6909.73
MANHOLE, K15, MODIFIED | | |
0064 720-44000 5.000 EACH | 600.00000 3000.00| 130.00000 650.00| 522.00000 2610.00
CASTING, ADJUST TO GRADE | | |
0065 720-45410 8.000 EACH | 2525.00000 20200.00| 2500.00000 20000.00| 3344.29000 26754.32
MANHOLE, C4 | | |
0066 720-93409 6.000 EACH | 2425.00000 14550.00| 2600.00000 15600.00| 2581.11000 15486.66
INLET, B15, MODIFIED | | |
0067 720-93411 2.000 EACH | 2525.00000 5050.00| 2700.00000 5400.00| 2805.12000 5610.24
INLET, C15, MODIFIED | | |
0068 720-98174 6.000 EACH | 2175.00000 13050.00| 2400.00000 14400.00| 2253.94000 13523.64
INLET, B15 | | |
0069 720-98555 2.000 EACH | 2175.00000 4350.00| 2400.00000 4800.00| 2355.75000 4711.50
INLET, C15 | | |
0070 801-04308 7.000 EACH | 149.00000 1043.00| 149.00000 1043.00| 160.92000 1126.44
ROAD CLOSURE SIGN ASSEMBLY | | |
0071 801-06625 11.000 EACH | 89.00000 979.00| 89.00000 979.00| 96.12000 1057.32
DETOUR ROUTE MARKER ASSEMBLY | | |
0072 801-06640 2.000 EACH | 129.00000 258.00| 129.00000 258.00| 139.32000 278.64
CONSTRUCTION SIGN, A | | |
0073 801-06645 2.000 EACH | 45.00000 90.00| 45.00000 90.00| 48.60000 97.20
CONSTRUCTION SIGN, B | | |
0074 801-06775 LUMP | 13941.73000 13941.73| 33130.31000 33130.31| 9933.75000 9933.75
MAINTAINING TRAFFIC | | |
0075 801-07119 180.000 LFT | 10.00000 1800.00| 10.00000 1800.00| 10.80000 1944.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -6
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1609544
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 802-05701 265.000 LFT | 13.50000 3577.50| 13.50000 3577.50| 14.58000 3863.70
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 802-07060 1.000 EACH | 35.00000 35.00| 35.00000 35.00| 37.80000 37.80
SIGN, SHEET, RELOCATE | | |
0078 802-91122 22.000 EACH | 35.00000 770.00| 35.00000 770.00| 37.80000 831.60
SIGN, GROUND MOUNTED, RESET | | |
0079 805-04973 1256.000 LFT | 4.00000 5024.00| 4.00000 5024.00| 4.32000 5425.92
CONDUIT , PVC, 0.75 IN., SCH 40, FOR | | |
ELECTRICAL | | |
0080 805-04973 2841.000 LFT | 5.50000 15625.50| 5.50000 15625.50| 5.94000 16875.54
CONDUIT , PVC, 1.5 IN., SCH 40, FOR | | |
ELECTRICAL | | |
0081 807-02191 42.000 EACH | 175.00000 7350.00| 175.00000 7350.00| 189.00000 7938.00
HANDHOLE, LIGHTING | | |
0082 807-03951 38.000 EACH | 3600.00000 136800.00| 3600.00000 136800.00| 3888.00000 147744.00
LIGHT POLE, ORNAMENTAL , TYPE A, SINGLE | | |
0083 807-03951 2.000 EACH | 3900.00000 7800.00| 3900.00000 7800.00| 4212.00000 8424.00
LIGHT POLE, ORNAMENTAL , TYPE A, TWIN | | |
0084 807-04651 2511.000 LFT | 0.70000 1757.70| 0.70000 1757.70| 0.76000 1908.36
WIRE , NO. 12 AWG, CU | | |
0085 807-04651 1256.000 LFT | 0.70000 879.20| 0.70000 879.20| 0.76000 954.56
WIRE , NO. 12 CU, GROUND | | |
0086 807-04651 2841.000 LFT | 1.75000 4971.75| 1.75000 4971.75| 1.89000 5369.49
WIRE , NO. 4 TRIPLEX | | |
0087 807-04651 2841.000 LFT | 0.85000 2414.85| 0.85000 2414.85| 0.92000 2613.72
WIRE , NO. 6 CU, GROUND | | |
0088 807-04652 1.000 EACH | 7050.00000 7050.00| 7050.00000 7050.00| 7614.00000 7614.00
SERVICE POINT , MODIFIED | | |
0089 807-04653 40.000 EACH | 550.00000 22000.00| 550.00000 22000.00| 594.00000 23760.00
LIGHTING FOUNDATION , ANCHOR, WITH | | |
GROUNDING | | |
0090 808-03631 198.000 LFT | 0.95000 188.10| 0.95000 188.10| 1.03000 203.94
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0091 808-03632 1312.000 LFT | 0.95000 1246.40| 0.95000 1246.40| 1.03000 1351.36
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0092 808-05878 28.000 EACH | 24.00000 672.00| 24.00000 672.00| 25.92000 725.76
YIELD LINE TRIANGLE, THERMOPLASTIC | | |
0093 808-06680 91.000 LFT | 2.40000 218.40| 2.40000 218.40| 2.59000 235.69
TRANSVERSE MARKINGS, EPOXY CROSSWALK | | |
LINE, 8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -7
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1609544
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 808-06703 24.000 LFT | 5.00000 120.00| 5.00000 120.00| 5.40000 129.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0095 808-07831 72.000 LFT | 3.65000 262.80| 3.65000 262.80| 3.94000 283.68
LINE, EPOXY, SOLID, YELLOW, 12 IN | | |
0096 808-07845 56.000 EACH | 29.85000 1671.60| 29.85000 1671.60| 32.24000 1805.44
TRANSVERSE MARKINGS YEILD LINE TRIANGLE | | |
EPOXY | | |
0097 808-74805 40.000 LFT | 11.80000 472.00| 11.80000 472.00| 12.74000 509.60
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0098 808-74807 2.000 EACH | 159.00000 318.00| 159.00000 318.00| 171.72000 343.44
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0099 808-74815 119.000 LFT | 2.95000 351.05| 2.95000 351.05| 3.19000 379.61
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0100 808-75245 1276.000 LFT | 1.15000 1467.40| 1.15000 1467.40| 1.24000 1582.24
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 1,056,650.00| $ 1,104,640.00| $ 1,203,957.67
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,056,650.00| $ 1,104,640.00| $ 1,203,957.67
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -8
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 12550.00000 12550.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 110.00000 220.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 110.00000 2640.00| |
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 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 60935.35000 60935.35| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 16000.00000 16000.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02240 4305.000 SYS | 12.00000 51660.00| |
PAVEMENT REMOVAL | | |
0013 202-02278 2832.000 LFT | 8.00000 22656.00| |
CURB, CONCRETE, REMOVE | | |
0014 202-04089 15.000 EACH | 58.00000 870.00| |
SIGN, SHEET, REMOVE | | |
0015 202-52710 1523.000 SYS | 5.00000 7615.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0016 202-91385 3.000 EACH | 425.00000 1275.00| |
INLET, REMOVE | | |
0017 202-93047 1.000 EACH | 770.00000 770.00| |
MANHOLE, REMOVE | | |
0018 202-96133 30.000 LFT | 28.00000 840.00| |
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -9
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02000 2255.000 CYS | 36.75000 82871.25| |
EXCAVATION, COMMON | | |
0020 205-03371 19.000 CYS | 50.00000 950.00| |
SEDIMENT, REMOVE | | |
0021 205-06937 887.000 LFT | 1.53000 1357.11| |
TEMPORARY SILT FENCE | | |
0022 207-08263 6082.000 SYS | 5.50000 33451.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 372.000 SYS | 18.50000 6882.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-09264 1359.000 CYS | 18.00000 24462.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0025 301-07448 308.000 TON | 35.00000 10780.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 302-07455 649.000 CYS | 33.00000 21417.00| |
DENSE GRADED SUBBASE | | |
0027 306-08043 280.000 SYS | 9.64000 2699.20| |
MILLING, TRANSITION | | |
0028 402-07432 135.000 TON | 80.00000 10800.00| |
HMA SURFACE, TYPE A | | |
0029 402-07435 225.000 TON | 65.00000 14625.00| |
HMA INTERMEDIATE, TYPE A | | |
0030 402-07440 360.000 TON | 62.00000 22320.00| |
HMA BASE, TYPE A | | |
0031 406-05520 1.000 TON | 550.00000 550.00| |
ASPHALT FOR TACK COAT | | |
0032 502-06457 2952.000 SYS | 52.00000 153504.00| |
PCCP, 9 IN. | | |
0033 502-06457 412.000 SYS | 85.00000 35020.00| |
PCCP, 9 IN. , COLORED AND STAMPED | | |
0034 503-05240 1564.000 LFT | 15.00000 23460.00| |
D-1 CONTRACTION JOINT | | |
0035 604-07894 59.000 SYS | 93.00000 5487.00| |
CURB RAMP, CONCRETE, A | | |
0036 604-07896 48.000 SYS | 93.00000 4464.00| |
CURB RAMP, CONCRETE, B | | |
0037 604-07900 27.000 SYS | 93.00000 2511.00| |
CURB RAMP, CONCRETE, F | | |
0038 604-07902 17.000 SYS | 93.00000 1581.00| |
CURB RAMP, CONCRETE, H | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -10
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 604-07904 20.000 SYS | 93.00000 1860.00| |
CURB RAMP, CONCRETE, L | | |
0040 604-91531 1901.000 SYS | 32.00000 60832.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
0041 604-91531 52.000 SYS | 77.00000 4004.00| |
SIDEWALK, CONCRETE, 4 IN. , COLORED AND | | |
STAMPED | | |
0042 605-06090 1460.000 LFT | 12.00000 17520.00| |
CURB, INTEGRAL, CONCRETE | | |
0043 605-06120 210.000 LFT | 23.00000 4830.00| |
CURB, CONCRETE | | |
0044 605-06140 996.000 LFT | 20.00000 19920.00| |
CURB AND GUTTER, CONCRETE | | |
0045 605-06155 218.000 LFT | 27.00000 5886.00| |
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0046 610-09108 325.000 SYS | 56.00000 18200.00| |
PCCP FOR APPROACHES, 9 IN. | | |
0047 610-09108 47.000 SYS | 85.00000 3995.00| |
PCCP FOR APPROACHES, 9 IN. , COLORED | | |
AND STAMPED | | |
0048 615-06505 2.000 EACH | 950.00000 1900.00| |
MONUMENT, B | | |
0049 615-06510 2.000 EACH | 600.00000 1200.00| |
MONUMENT, C | | |
0050 621-06567 3.800 kGAL | 10.00000 38.00| |
WATER | | |
0051 621-06570 47.000 CYS | 63.00000 2961.00| |
TOP SOIL | | |
0052 621-06575 1035.000 SYS | 3.45000 3570.75| |
SODDING, NURSERY | | |
0053 621-98038 8.000 CYS | 74.26000 594.08| |
MULCH, HARDWOOD SHREDDED BARK | | |
0054 622-05639 46.000 EACH | 54.15000 2490.90| |
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. | | |
0055 622-05654 176.000 EACH | 10.33000 1818.08| |
PLANT, PERENNIAL | | |
0056 628-09402 12.000 MOS | 2450.00000 29400.00| |
FIELD OFFICE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -11
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-05148 2.000 LFT | 130.00000 260.00| |
PIPE, TYPE 2, CIRCULAR, 10 IN. | | |
0058 715-05149 607.000 LFT | 49.00000 29743.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0059 715-05152 845.000 LFT | 47.00000 39715.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0060 715-05154 289.000 LFT | 57.75000 16689.75| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0061 715-08282 88.000 TON | 106.96000 9412.48| |
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0062 715-09064 1743.000 LFT | 1.20000 2091.60| |
VIDEO INSPECTION FOR PIPE | | |
0063 720-08241 1.000 EACH | 6200.00000 6200.00| |
MANHOLE, K15, MODIFIED | | |
0064 720-44000 5.000 EACH | 450.00000 2250.00| |
CASTING, ADJUST TO GRADE | | |
0065 720-45410 8.000 EACH | 3200.00000 25600.00| |
MANHOLE, C4 | | |
0066 720-93409 6.000 EACH | 2850.00000 17100.00| |
INLET, B15, MODIFIED | | |
0067 720-93411 2.000 EACH | 3000.00000 6000.00| |
INLET, C15, MODIFIED | | |
0068 720-98174 6.000 EACH | 2800.00000 16800.00| |
INLET, B15 | | |
0069 720-98555 2.000 EACH | 2850.00000 5700.00| |
INLET, C15 | | |
0070 801-04308 7.000 EACH | 149.00000 1043.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0071 801-06625 11.000 EACH | 89.00000 979.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0072 801-06640 2.000 EACH | 129.00000 258.00| |
CONSTRUCTION SIGN, A | | |
0073 801-06645 2.000 EACH | 45.00000 90.00| |
CONSTRUCTION SIGN, B | | |
0074 801-06775 LUMP | 4250.00000 4250.00| |
MAINTAINING TRAFFIC | | |
0075 801-07119 180.000 LFT | 10.00000 1800.00| |
BARRICADE, III-B | | |
0076 802-05701 265.000 LFT | 14.00000 3710.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -12
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 802-07060 1.000 EACH | 139.00000 139.00| |
SIGN, SHEET, RELOCATE | | |
0078 802-91122 22.000 EACH | 92.50000 2035.00| |
SIGN, GROUND MOUNTED, RESET | | |
0079 805-04973 1256.000 LFT | 10.00000 12560.00| |
CONDUIT , PVC, 0.75 IN., SCH 40, FOR | | |
ELECTRICAL | | |
0080 805-04973 2841.000 LFT | 10.00000 28410.00| |
CONDUIT , PVC, 1.5 IN., SCH 40, FOR | | |
ELECTRICAL | | |
0081 807-02191 42.000 EACH | 419.00000 17598.00| |
HANDHOLE, LIGHTING | | |
0082 807-03951 38.000 EACH | 3939.00000 149682.00| |
LIGHT POLE, ORNAMENTAL , TYPE A, SINGLE | | |
0083 807-03951 2.000 EACH | 4291.00000 8582.00| |
LIGHT POLE, ORNAMENTAL , TYPE A, TWIN | | |
0084 807-04651 2511.000 LFT | 0.70000 1757.70| |
WIRE , NO. 12 AWG, CU | | |
0085 807-04651 1256.000 LFT | 0.70000 879.20| |
WIRE , NO. 12 CU, GROUND | | |
0086 807-04651 2841.000 LFT | 3.00000 8523.00| |
WIRE , NO. 4 TRIPLEX | | |
0087 807-04651 2841.000 LFT | 0.80000 2272.80| |
WIRE , NO. 6 CU, GROUND | | |
0088 807-04652 1.000 EACH | 3061.00000 3061.00| |
SERVICE POINT , MODIFIED | | |
0089 807-04653 40.000 EACH | 996.00000 39840.00| |
LIGHTING FOUNDATION , ANCHOR, WITH | | |
GROUNDING | | |
0090 808-03631 198.000 LFT | 0.95000 188.10| |
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0091 808-03632 1312.000 LFT | 0.95000 1246.40| |
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0092 808-05878 28.000 EACH | 24.00000 672.00| |
YIELD LINE TRIANGLE, THERMOPLASTIC | | |
0093 808-06680 91.000 LFT | 2.40000 218.40| |
TRANSVERSE MARKINGS, EPOXY CROSSWALK | | |
LINE, 8 IN. | | |
0094 808-06703 24.000 LFT | 5.00000 120.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 360 -13
TABULATION OF BIDS
ROUTE : 5
CALL ORDER : 360 CONTRACT ID : R -31780-A COUNTIES : MADISON
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 808-07831 72.000 LFT | 3.65000 262.80| |
LINE, EPOXY, SOLID, YELLOW, 12 IN | | |
0096 808-07845 56.000 EACH | 29.85000 1671.60| |
TRANSVERSE MARKINGS YEILD LINE TRIANGLE | | |
EPOXY | | |
0097 808-74805 40.000 LFT | 11.80000 472.00| |
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0098 808-74807 2.000 EACH | 159.00000 318.00| |
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0099 808-74815 119.000 LFT | 2.95000 351.05| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0100 808-75245 1276.000 LFT | 1.15000 1467.40| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 1,290,268.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,290,268.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710672
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 1,392,896.84 100.0000%
2 35-1357381 O`MARA DAVE CONTRACTOR $ 1,417,534.64 101.7688%
3 35-1801998 CLR INC $ 1,599,046.60 114.8001%
4 35-1385672 FORCE CONSTRUCTION CO INC $ 1,686,410.22 121.0722%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -2
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 27892.00000 27892.00| 10000.00000 10000.00| 10750.00000 10750.00
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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 63511.00000 63511.00| 65000.00000 65000.00| 80500.00000 80500.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 28000.00000 28000.00| 25000.00000 25000.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0011 203-02000 10050.000 CYS | 6.50000 65325.00| 8.40000 84420.00| 6.40000 64320.00
EXCAVATION, COMMON | | |
0012 203-02070 28596.000 CYS | 5.00000 142980.00| 6.40000 183014.40| 11.00000 314556.00
BORROW | | |
0013 205-06931 224.400 TON | 42.90000 9626.76| 30.00000 6732.00| 25.95000 5823.18
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06936 195.000 TON | 25.75000 5021.25| 35.00000 6825.00| 25.95000 5060.25
TEMPORARY SEDIMENT TRAP | | |
0015 205-06937 1500.000 LFT | 2.95000 4425.00| 1.60000 2400.00| 2.45000 3675.00
TEMPORARY SILT FENCE | | |
0016 207-08264 17041.000 SYS | 1.00000 17041.00| 4.10000 69868.10| 1.00000 17041.00
SUBGRADE TREATMENT, TYPE II | | |
0017 207-08267 614.000 SYS | 5.50000 3377.00| 9.00000 5526.00| 8.30000 5096.20
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 211-09264 221.100 CYS | 23.00000 5085.30| 22.00000 4864.20| 34.00000 7517.40
STRUCTURE BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -3
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09268 110.000 CYS | 76.00000 8360.00| 70.00000 7700.00| 160.00000 17600.00
STRUCTURE BACKFILL, TYPE 5 | | |
0020 301-07448 5983.000 TON | 12.00000 71796.00| 11.95000 71496.85| 14.50000 86753.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-06464 3224.000 CYS | 30.00000 96720.00| 28.50000 91884.00| 31.00000 99944.00
SUBBASE FOR PCCP | | |
0022 401-07321 321.000 TON | 64.00000 20544.00| 73.30000 23529.30| 81.00000 26001.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0023 401-07407 1010.000 TON | 60.50000 61105.00| 53.10000 53631.00| 78.50000 79285.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 406-05520 0.900 TON | 534.44000 481.00| 650.00000 585.00| 720.00000 648.00
ASPHALT FOR TACK COAT | | |
0025 501-06321 10592.000 SYS | 44.13000 467424.96| 39.53000 418701.76| 39.00000 413088.00
QC/QA-PCCP, 10 IN. | | |
0026 503-05240 5432.000 LFT | 10.15000 55134.80| 10.00000 54320.00| 9.40000 51060.80
D-1 CONTRACTION JOINT | | |
0027 605-02493 46.200 SYS | 61.76000 2853.31| 55.00000 2541.00| 57.50000 2656.50
CURB ISLAND, CONCRETE | | |
0028 605-06090 569.000 LFT | 10.69000 6082.61| 11.00000 6259.00| 10.00000 5690.00
CURB, INTEGRAL, CONCRETE | | |
0029 610-09108 614.000 SYS | 52.26000 32087.64| 41.00000 25174.00| 48.00000 29472.00
PCCP FOR APPROACHES, 9 IN. | | |
0030 615-06510 1.000 EACH | 504.75000 504.75| 493.68000 493.68| 470.00000 470.00
MONUMENT, C | | |
0031 615-06515 4.000 EACH | 136.58000 546.32| 133.59000 534.36| 125.00000 500.00
MONUMENT, D | | |
0032 615-06527 1.000 EACH | 504.75000 504.75| 493.68000 493.68| 460.00000 460.00
MONUMENT, SECTION CORNER | | |
0033 616-02320 204.200 SYS | 2.58000 526.84| 1.75000 357.35| 4.00000 816.80
GEOTEXTILES | | |
0034 616-05688 53.300 TON | 20.02000 1067.07| 28.68000 1528.64| 35.00000 1865.50
RIPRAP, CLASS 1 | | |
0035 616-06405 57.500 TON | 19.39000 1114.93| 22.01000 1265.58| 35.00000 2012.50
RIPRAP, REVETMENT | | |
0036 621-06545 3.400 TON | 950.12000 3230.41| 929.29000 3159.59| 885.00000 3009.00
FERTILIZER | | |
0037 621-06553 1413.000 LBS | 4.04000 5708.52| 3.40000 4804.20| 3.75000 5298.75
SEED MIXTURE, R | | |
0038 621-06565 16.700 TON | 475.06000 7933.50| 401.00000 6696.70| 445.00000 7431.50
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -4
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06567 161.000 kGAL | 1.19000 191.59| 1.00000 161.00| 1.00000 161.00
WATER | | |
0040 621-06574 1894.000 SYS | 3.68000 6969.92| 3.25000 6155.50| 3.40000 6439.60
SODDING | | |
0041 628-09402 8.000 MOS | 1985.93000 15887.44| 1300.00000 10400.00| 1700.00000 13600.00
FIELD OFFICE, B | | |
0043 715-05019 85.000 LFT | 53.19000 4521.15| 58.00000 4930.00| 75.00000 6375.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0044 715-05048 6462.000 LFT | 2.33000 15056.46| 1.65000 10662.30| 3.50000 22617.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0045 715-05053 380.000 LFT | 8.68000 3298.40| 20.00000 7600.00| 14.00000 5320.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0046 715-05169 100.000 LFT | 19.95000 1995.00| 38.00000 3800.00| 40.00000 4000.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0047 715-46005 4.000 EACH | 324.57000 1298.28| 175.00000 700.00| 270.00000 1080.00
PIPE END SECTION, 15 IN. | | |
0048 715-46040 2.000 EACH | 850.10000 1700.20| 650.00000 1300.00| 750.00000 1500.00
PIPE END SECTION, 36 IN. | | |
0049 718-06528 1.000 EACH | 539.67000 539.67| 450.00000 450.00| 900.00000 900.00
OUTLET PROTECTOR, 1 | | |
0050 718-06529 7.000 EACH | 477.37000 3341.59| 445.00000 3115.00| 700.00000 4900.00
OUTLET PROTECTOR, 2 | | |
0051 718-06531 11.000 EACH | 283.78000 3121.58| 400.00000 4400.00| 650.00000 7150.00
OUTLET PROTECTOR, 3 | | |
0052 718-06532 3000.000 LFT | 1.01000 3030.00| 0.85000 2550.00| 0.94000 2820.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0053 718-52610 546.000 CYS | 27.81000 15184.26| 26.00000 14196.00| 48.00000 26208.00
AGGREGATE FOR UNDERDRAINS | | |
0054 718-99153 8814.000 SYS | 1.08000 9519.12| 0.65000 5729.10| 1.60000 14102.40
GEOTEXTILES FOR UNDERDRAIN | | |
0055 720-01894 2.000 EACH | 722.66000 1445.32| 850.00000 1700.00| 950.00000 1900.00
CASTING, FURNISH AND ADJUST TO GRADE | | |
0056 801-04308 1.000 EACH | 350.36000 350.36| 300.00000 300.00| 500.00000 500.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06640 2.000 EACH | 296.91000 593.82| 300.00000 600.00| 375.00000 750.00
CONSTRUCTION SIGN, A | | |
0058 801-06645 1.000 EACH | 71.26000 71.26| 100.00000 100.00| 100.00000 100.00
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 3178.41000 3178.41| 5000.00000 5000.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -5
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-07118 60.000 LFT | 24.76000 1485.60| 21.00000 1260.00| 30.00000 1800.00
BARRICADE, III-A | | |
0061 802-05701 66.000 LFT | 13.02000 859.32| 11.00000 726.00| 16.00000 1056.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0062 802-76025 28.440 SFT | 20.19000 574.20| 17.00000 483.48| 24.50000 696.78
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0063 802-76035 14.560 SFT | 22.57000 328.62| 19.00000 276.64| 28.00000 407.68
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0064 808-03631 6818.000 LFT | 0.75000 5113.50| 0.63000 4295.34| 0.69000 4704.42
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0065 808-03632 791.000 LFT | 0.75000 593.25| 0.63000 498.33| 0.69000 545.79
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0066 808-04896 787.000 LFT | 0.75000 590.25| 0.63000 495.81| 0.90000 708.30
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0067 808-74815 44.000 LFT | 4.63000 203.72| 4.00000 176.00| 4.25000 187.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0068 808-75053 199.000 LFT | 4.16000 827.84| 4.00000 796.00| 3.75000 746.25
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
8 IN. | | |
0069 808-75067 42.000 LFT | 10.69000 448.98| 10.00000 420.00| 10.00000 420.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0070 808-75320 1.000 EACH | 71.26000 71.26| 60.00000 60.00| 100.00000 100.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0071 808-75325 1.000 EACH | 72.45000 72.45| 70.00000 70.00| 125.00000 125.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0072 501-06727 LUMP | 950.12000 950.12| 3500.00000 3500.00| 850.00000 850.00
CORING, PCCP | | |
0073 503-03489 185.000 EACH | 5.94000 1098.90| 24.95000 4615.75| 5.50000 1017.50
RETROFITTED TIE BARS | | |
0074 714-26708 193.000 LFT | 374.96000 72367.28| 400.00000 77200.00| 450.00000 86850.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 8' X 4' | | |
SECTION TOTALS | $ 1,392,896.84| $ 1,417,534.64| $ 1,599,046.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,392,896.84| $ 1,417,534.64| $ 1,599,046.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -6
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 9700.00000 9700.00| |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
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 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 74317.91000 74317.91| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 19413.95000 19413.95| |
CLEARING RIGHT OF WAY | | |
0011 203-02000 10050.000 CYS | 10.38000 104319.00| |
EXCAVATION, COMMON | | |
0012 203-02070 28596.000 CYS | 13.19000 377181.24| |
BORROW | | |
0013 205-06931 224.400 TON | 44.15000 9907.26| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06936 195.000 TON | 35.69000 6959.55| |
TEMPORARY SEDIMENT TRAP | | |
0015 205-06937 1500.000 LFT | 1.60000 2400.00| |
TEMPORARY SILT FENCE | | |
0016 207-08264 17041.000 SYS | 4.11000 70038.51| |
SUBGRADE TREATMENT, TYPE II | | |
0017 207-08267 614.000 SYS | 5.40000 3315.60| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 211-09264 221.100 CYS | 29.00000 6411.90| |
STRUCTURE BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -7
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09268 110.000 CYS | 72.97000 8026.70| |
STRUCTURE BACKFILL, TYPE 5 | | |
0020 301-07448 5983.000 TON | 14.19000 84898.77| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-06464 3224.000 CYS | 19.46000 62739.04| |
SUBBASE FOR PCCP | | |
0022 401-07321 321.000 TON | 73.30000 23529.30| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0023 401-07407 1010.000 TON | 53.10000 53631.00| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 406-05520 0.900 TON | 650.00000 585.00| |
ASPHALT FOR TACK COAT | | |
0025 501-06321 10592.000 SYS | 32.74000 346782.08| |
QC/QA-PCCP, 10 IN. | | |
0026 503-05240 5432.000 LFT | 10.38000 56384.16| |
D-1 CONTRACTION JOINT | | |
0027 605-02493 46.200 SYS | 118.85000 5490.87| |
CURB ISLAND, CONCRETE | | |
0028 605-06090 569.000 LFT | 29.74000 16922.06| |
CURB, INTEGRAL, CONCRETE | | |
0029 610-09108 614.000 SYS | 37.47000 23006.58| |
PCCP FOR APPROACHES, 9 IN. | | |
0030 615-06510 1.000 EACH | 425.00000 425.00| |
MONUMENT, C | | |
0031 615-06515 4.000 EACH | 115.00000 460.00| |
MONUMENT, D | | |
0032 615-06527 1.000 EACH | 425.00000 425.00| |
MONUMENT, SECTION CORNER | | |
0033 616-02320 204.200 SYS | 3.19000 651.40| |
GEOTEXTILES | | |
0034 616-05688 53.300 TON | 31.15000 1660.30| |
RIPRAP, CLASS 1 | | |
0035 616-06405 57.500 TON | 34.92000 2007.90| |
RIPRAP, REVETMENT | | |
0036 621-06545 3.400 TON | 800.00000 2720.00| |
FERTILIZER | | |
0037 621-06553 1413.000 LBS | 3.40000 4804.20| |
SEED MIXTURE, R | | |
0038 621-06565 16.700 TON | 400.00000 6680.00| |
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -8
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06567 161.000 kGAL | 1.00000 161.00| |
WATER | | |
0040 621-06574 1894.000 SYS | 3.10000 5871.40| |
SODDING | | |
0041 628-09402 8.000 MOS | 1601.03000 12808.24| |
FIELD OFFICE, B | | |
0043 715-05019 85.000 LFT | 64.63000 5493.55| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0044 715-05048 6462.000 LFT | 3.80000 24555.60| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0045 715-05053 380.000 LFT | 9.67000 3674.60| |
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0046 715-05169 100.000 LFT | 30.09000 3009.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0047 715-46005 4.000 EACH | 278.23000 1112.92| |
PIPE END SECTION, 15 IN. | | |
0048 715-46040 2.000 EACH | 1313.85000 2627.70| |
PIPE END SECTION, 36 IN. | | |
0049 718-06528 1.000 EACH | 695.61000 695.61| |
OUTLET PROTECTOR, 1 | | |
0050 718-06529 7.000 EACH | 654.97000 4584.79| |
OUTLET PROTECTOR, 2 | | |
0051 718-06531 11.000 EACH | 643.15000 7074.65| |
OUTLET PROTECTOR, 3 | | |
0052 718-06532 3000.000 LFT | 0.85000 2550.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0053 718-52610 546.000 CYS | 20.90000 11411.40| |
AGGREGATE FOR UNDERDRAINS | | |
0054 718-99153 8814.000 SYS | 2.27000 20007.78| |
GEOTEXTILES FOR UNDERDRAIN | | |
0055 720-01894 2.000 EACH | 805.37000 1610.74| |
CASTING, FURNISH AND ADJUST TO GRADE | | |
0056 801-04308 1.000 EACH | 295.00000 295.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06640 2.000 EACH | 250.00000 500.00| |
CONSTRUCTION SIGN, A | | |
0058 801-06645 1.000 EACH | 60.00000 60.00| |
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 31687.31000 31687.31| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 380 -9
TABULATION OF BIDS
ROUTE : HAMILTON
CALL ORDER : 380 CONTRACT ID : R -31874-A COUNTIES : LAWRENCE
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-07118 60.000 LFT | 20.85000 1251.00| |
BARRICADE, III-A | | |
0061 802-05701 66.000 LFT | 10.96000 723.36| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0062 802-76025 28.440 SFT | 17.00000 483.48| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0063 802-76035 14.560 SFT | 19.00000 276.64| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0064 808-03631 6818.000 LFT | 0.63000 4295.34| |
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0065 808-03632 791.000 LFT | 0.63000 498.33| |
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0066 808-04896 787.000 LFT | 0.63000 495.81| |
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0067 808-74815 44.000 LFT | 3.90000 171.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0068 808-75053 199.000 LFT | 3.50000 696.50| |
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
8 IN. | | |
0069 808-75067 42.000 LFT | 9.00000 378.00| |
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0070 808-75320 1.000 EACH | 60.00000 60.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0071 808-75325 1.000 EACH | 70.00000 70.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0072 501-06727 LUMP | 2500.00000 2500.00| |
CORING, PCCP | | |
0073 503-03489 185.000 EACH | 25.00000 4625.00| |
RETROFITTED TIE BARS | | |
0074 714-26708 193.000 LFT | 747.63000 144292.59| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 8' X 4' | | |
SECTION TOTALS | $ 1,686,410.22| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,686,410.22| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 490 -1
VENDOR RANKING
CALL ORDER : 490 CONTRACT ID : B -30871-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 09/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0301027
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 32-0154474 JCI BRIDGE GROUP INC $ 673,505.45 100.0000%
2 35-1817530 PIONEER ASSOCIATES INC $ 699,948.31 103.9262%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 490 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 490 CONTRACT ID : B -30871-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1817530 |( )
|JCI BRIDGE GROUP INC |PIONEER ASSOCIATES 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 | 10000.00000 10000.00| 5370.00000 5370.00|
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 | 34000.00000 34000.00| 35000.00000 35000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 2500.00000 2500.00| 14000.00000 14000.00|
CLEARING RIGHT OF WAY | | |
0009 202-02255 5.000 EACH | 500.00000 2500.00| 700.00000 3500.00|
TREE, 18 IN., REMOVE | | |
0010 202-02260 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00|
TREE, 30 IN., REMOVE | | |
0011 202-02270 1.000 EACH | 1500.00000 1500.00| 3000.00000 3000.00|
TREE, 60 IN., REMOVE | | |
0012 202-51330 LUMP | 81500.00000 81500.00| 42600.00000 42600.00|
PRESENT STRUCTURE, REMOVE | | |
0013 202-52710 5.000 SYS | 5.00000 25.00| 50.00000 250.00|
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-74045 3.000 EACH | 35.00000 105.00| 80.00000 240.00|
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0015 203-02000 1599.500 CYS | 13.00000 20793.50| 19.00000 30390.50|
EXCAVATION, COMMON | | |
0016 205-03371 10.000 CYS | 20.00000 200.00| 55.00000 550.00|
SEDIMENT, REMOVE | | |
0017 205-06937 1999.000 LFT | 1.66000 3318.34| 3.00000 5997.00|
TEMPORARY SILT FENCE | | |
0018 207-08267 2222.700 SYS | 10.00000 22227.00| 11.00000 24449.70|
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 490 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 490 CONTRACT ID : B -30871-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1817530 |( )
|JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09267 6.400 CYS | 120.00000 768.00| 100.00000 640.00|
STRUCTURE BACKFILL, TYPE 4 | | |
0020 301-07448 844.700 TON | 25.00000 21117.50| 30.00000 25341.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 302-07455 27.400 CYS | 50.00000 1370.00| 60.00000 1644.00|
DENSE GRADED SUBBASE | | |
0022 303-01180 182.800 TON | 28.00000 5118.40| 30.00000 5484.00|
COMPACTED AGGREGATE, NO. 53 | | |
0023 303-02051 80.000 TON | 20.00000 1600.00| 35.00000 2800.00|
STONE, NO 2 | | |
0024 402-07432 156.100 TON | 70.00000 10927.00| 83.00000 12956.30|
HMA SURFACE, TYPE A | | |
0025 402-07440 478.700 TON | 60.00000 28722.00| 62.00000 29679.40|
HMA BASE, TYPE A | | |
0026 402-07450 34.000 TON | 70.00000 2380.00| 100.00000 3400.00|
HMA WEDGE AND LEVEL, TYPE A | | |
0027 404-05514 687.700 SYS | 1.00000 687.70| 2.00000 1375.40|
SEAL COAT, 5 | | |
0028 406-05521 412.000 SYS | 1.00000 412.00| 5.30000 2183.60|
ASPHALT FOR TACK COAT | | |
0029 601-01846 3.000 EACH | 1610.00000 4830.00| 1610.00000 4830.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-06374 4.000 EACH | 825.00000 3300.00| 825.00000 3300.00|
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-94689 1.000 EACH | 2415.00000 2415.00| 2415.00000 2415.00|
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 500.000 LFT | 15.15000 7575.00| 15.15000 7575.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0033 602-06729 4.000 EACH | 8.00000 32.00| 13.65000 54.60|
BARRIER DELINEATOR | | |
0034 609-06257 160.000 SYS | 75.00000 12000.00| 90.00000 14400.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0035 610-07486 82.500 TON | 70.00000 5775.00| 98.00000 8085.00|
HMA FOR APPROACHES, TYPE A | | |
0036 610-08446 54.800 SYS | 45.00000 2466.00| 55.00000 3014.00|
PCCP FOR APPROACHES, 6 IN. | | |
0037 611-08232 1.000 EACH | 125.00000 125.00| 325.00000 325.00|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 490 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 490 CONTRACT ID : B -30871-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1817530 |( )
|JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 615-06505 2.000 EACH | 500.00000 1000.00| 770.00000 1540.00|
MONUMENT, B | | |
0039 616-02320 302.000 SYS | 3.00000 906.00| 3.00000 906.00|
GEOTEXTILES | | |
0040 616-06405 229.000 TON | 37.00000 8473.00| 50.00000 11450.00|
RIPRAP, REVETMENT | | |
0041 621-06545 0.110 TON | 1445.00000 158.95| 1445.00000 158.95|
FERTILIZER | | |
0042 621-06567 5.300 kGAL | 1.00000 5.30| 1.00000 5.30|
WATER | | |
0043 621-06574 1315.000 SYS | 4.18000 5496.70| 4.18000 5496.70|
SODDING | | |
0044 622-05650 15.000 EACH | 445.00000 6675.00| 445.00000 6675.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0045 628-09401 6.000 MOS | 2000.00000 12000.00| 2500.00000 15000.00|
FIELD OFFICE, A | | |
0046 628-09407 6.000 MOS | 1.00000 6.00| 395.00000 2370.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0047 701-96089 1487.900 LFT | 75.00000 111592.50| 70.00000 104153.00|
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0048 701-98649 214.500 LFT | 85.00000 18232.50| 125.00000 26812.50|
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, EPOXY COATED , 0.250 IN., 14 | | |
IN. | | |
0049 701-99086 22.000 EACH | 300.00000 6600.00| 250.00000 5500.00|
PILE TIP, STEEL SHELL | | |
0050 702-51005 20.700 CYS | 100.00000 2070.00| 500.00000 10350.00|
CONCRETE, A, SUBSTRUCTURE | | |
0051 703-06029 44490.300 LBS | 0.85000 37816.76| 1.05000 46714.82|
REINFORCING BARS, EPOXY COATED | | |
0052 704-51002 145.100 CYS | 1000.00000 145100.00| 775.00000 112452.50|
CONCRETE, C, SUPERSTRUCTURE | | |
0053 706-06344 150.000 LFT | 65.75000 9862.50| 110.00000 16500.00|
RAILING, TS-1 | | |
0054 709-51821 LUMP | 2500.00000 2500.00| 1500.00000 1500.00|
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 490 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 490 CONTRACT ID : B -30871-A COUNTIES : ST. JOSEPH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1817530 |( )
|JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 722-60824 383.600 SYS | 6.50000 2493.40| 12.65000 4852.54|
SURFACE MILLING | | |
0056 801-03290 2.000 EACH | 148.00000 296.00| 175.00000 350.00|
CONSTRUCTION SIGN, C | | |
0057 801-03291 4.000 EACH | 52.00000 208.00| 135.00000 540.00|
CONSTRUCTION SIGN, D | | |
0058 801-04308 6.000 EACH | 104.00000 624.00| 335.00000 2010.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0059 801-06625 18.000 EACH | 69.00000 1242.00| 95.00000 1710.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0060 801-06640 10.000 EACH | 65.00000 650.00| 122.00000 1220.00|
CONSTRUCTION SIGN, A | | |
0061 801-06645 4.000 EACH | 23.00000 92.00| 50.00000 200.00|
CONSTRUCTION SIGN, B | | |
0062 801-06775 LUMP | 2000.00000 2000.00| 20000.00000 20000.00|
MAINTAINING TRAFFIC | | |
0063 801-07118 20.000 LFT | 13.65000 273.00| 9.75000 195.00|
BARRICADE, III-A | | |
0064 801-07119 40.000 LFT | 10.56000 422.40| 10.75000 430.00|
BARRICADE, III-B | | |
0065 802-99060 2.000 EACH | 1.00000 2.00| 1.00000 2.00|
SIGN AND SUPPORT, WOOD POST, REMOVE | | |
0066 805-96014 126.500 LFT | 2.00000 253.00| 3.00000 379.50|
SAW CUT, FULL DEPTH | | |
0067 808-75245 2160.000 LFT | 1.00000 2160.00| 0.75000 1620.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 673,505.45| $ 699,948.31| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 673,505.45| $ 699,948.31| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 530 -1
VENDOR RANKING
CALL ORDER : 530 CONTRACT ID : M -31659-A COUNTIES : VANDERBURGH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 66
CONTRACT TIME : 08/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810027
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1132018 METZGER CONSTRUCTION CO $ 133,549.00 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 136,400.00 102.1348%
3 35-0626844 J H RUDOLPH & COMPANY $ 137,534.00 102.9839%
4 35-1139301 E & B PAVING INC $ 141,530.00 105.9761%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 530 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 530 CONTRACT ID : M -31659-A COUNTIES : VANDERBURGH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1132018 |( 2 ) 35-2040801 |( 3 ) 35-0626844
|METZGER CONSTRUCTION CO |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY
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 | 250.00000 250.00| 900.00000 900.00| 600.00000 600.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 225.00000 225.00| 100.00000 100.00| 130.00000 130.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 125.00000 750.00| 60.00000 360.00| 65.00000 390.00
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 | 3100.00000 3100.00| 6800.00000 6800.00| 2800.00000 2800.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 101.000 TON | 23.00000 2323.00| 30.00000 3030.00| 33.00000 3333.00
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07490 25.000 TON | 130.00000 3250.00| 215.00000 5375.00| 112.00000 2800.00
HMA PATCHING, TYPE B | | |
0013 306-08043 200.000 SYS | 3.00000 600.00| 20.50000 4100.00| 15.00000 3000.00
MILLING, TRANSITION | | |
0014 402-07433 1620.000 TON | 70.00000 113400.00| 66.30000 107406.00| 71.50000 115830.00
HMA SURFACE, TYPE B | | |
0015 402-07451 25.000 TON | 70.00000 1750.00| 66.30000 1657.50| 113.00000 2825.00
HMA WEDGE AND LEVEL, TYPE B | | |
0016 406-05520 5.000 TON | 450.00000 2250.00| 480.00000 2400.00| 686.00000 3430.00
ASPHALT FOR TACK COAT | | |
0017 615-97768 8.000 EACH | 40.00000 320.00| 60.00000 480.00| 35.00000 280.00
PARKING BARRIER, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 530 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 530 CONTRACT ID : M -31659-A COUNTIES : VANDERBURGH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1132018 |( 2 ) 35-2040801 |( 3 ) 35-0626844
|METZGER CONSTRUCTION CO |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-03290 3.000 EACH | 275.00000 825.00| 275.00000 825.00| 160.00000 480.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 8.000 EACH | 275.00000 2200.00| 275.00000 2200.00| 160.00000 1280.00
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 2300.00000 2300.00| 760.50000 760.50| 350.00000 350.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 133,549.00| $ 136,400.00| $ 137,534.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 133,549.00| $ 136,400.00| $ 137,534.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 530 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 530 CONTRACT ID : M -31659-A COUNTIES : VANDERBURGH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|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| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 75.00000 75.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 75.00000 450.00| |
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 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 6170.00000 6170.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 101.000 TON | 36.50000 3686.50| |
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07490 25.000 TON | 145.00000 3625.00| |
HMA PATCHING, TYPE B | | |
0013 306-08043 200.000 SYS | 23.50000 4700.00| |
MILLING, TRANSITION | | |
0014 402-07433 1620.000 TON | 69.00000 111780.00| |
HMA SURFACE, TYPE B | | |
0015 402-07451 25.000 TON | 120.00000 3000.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0016 406-05520 5.000 TON | 410.00000 2050.00| |
ASPHALT FOR TACK COAT | | |
0017 615-97768 8.000 EACH | 200.00000 1600.00| |
PARKING BARRIER, RESET | | |
0018 801-03290 3.000 EACH | 280.00000 840.00| |
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 530 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 530 CONTRACT ID : M -31659-A COUNTIES : VANDERBURGH
LETTING DATE : 04/08/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 8.000 EACH | 280.00000 2240.00| |
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 1306.50000 1306.50| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 141,530.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 141,530.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -1
VENDOR RANKING
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 62
CONTRACT TIME : 05/01/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810290
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1262778 MIDWESTERN ELECTRIC $ 314,328.30 100.0000%
2 36-1460460 MEADE ELECTRIC CO $ 457,162.00 145.4409%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
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 | 150.00000 150.00| 100.00000 100.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 15.000 MOS | 85.00000 1275.00| 75.00000 1125.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 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|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 25.00000 25.00| 17500.00000 17500.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-90277 1.000 EACH | 688.00000 688.00| 23.20000 23.20|
DETECTOR HOUSING, REMOVE | | |
0009 202-93763 1.000 EACH | 100.00000 100.00| 26.80000 26.80|
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0010 628-09408 15.000 MOS | 170.00000 2550.00| 1500.00000 22500.00|
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0011 628-09409 15.000 MOS | 75.00000 1125.00| 75.00000 1125.00|
MOBILE INTERNET SERVICE , 1 EACH | | |
0012 702-90915 10.000 CYS | 100.00000 1000.00| 10.00000 100.00|
CONCRETE, A | | |
0013 803-87715 3.000 EACH | 75.00000 225.00| 1.00000 3.00|
GROUND ROD WITH CONNECTOR | | |
0014 805-01523 10.000 EACH | 60.00000 600.00| 40.00000 400.00|
MAST ARM, INSTALL | | |
0015 805-01815 1.000 EACH | 2300.00000 2300.00| 40.00000 40.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0016 805-04952 1.000 EACH | 955.00000 955.00| 1.00000 1.00|
CONTROLLER AND CABINET , REMOVE | | |
0017 805-06592 60.000 LFT | 27.00000 1620.00| 1.00000 60.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-08464 1.000 EACH | 1620.00000 1620.00| 1.00000 1.00|
RADIO, INTERCONNECT , INSTALL | | |
0019 805-78470 1000.000 LFT | 0.40000 400.00| 1.00000 1000.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0020 805-78510 200.000 LFT | 1.30000 260.00| 1.00000 200.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0021 805-78785 1.000 EACH | 1540.00000 1540.00| 30.00000 30.00|
SIGNAL DETECTOR HOUSING | | |
0022 805-78795 300.000 LFT | 10.00000 3000.00| 1.00000 300.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0023 805-78925 1.000 EACH | 2235.00000 2235.00| 500.00000 500.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0024 805-78925 1.000 EACH | 925.00000 925.00| 200.00000 200.00|
CONTROLLER CABINET FOUNDATION, P1 , | | |
REMOVE | | |
0025 805-86843 5000.000 LFT | 1.87000 9350.00| 1.00000 5000.00|
WIRE, NO. 4 COPPER, 1C | | |
0026 805-86889 1200.000 LFT | 0.60000 720.00| 1.00000 1200.00|
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER | | |
0027 805-86898 20.000 LFT | 7.00000 140.00| 1.00000 20.00|
CONDUIT, STEEL, GALVANIZED, .75 IN. | | |
0028 805-87640 2.000 SET | 150.00000 300.00| 18.00000 36.00|
BREAKAWAY COUPLING | | |
0029 805-87780 4.000 EACH | 70.00000 280.00| 5.00000 20.00|
CIRCUIT BREAKER | | |
0030 805-91706 3.000 EACH | 75.00000 225.00| 7.00000 21.00|
ANCHOR BOLT, REPAIR | | |
0031 805-92983 1.000 EACH | 1680.00000 1680.00| 12500.00000 12500.00|
TRAFFIC SIGNAL CONTROLLER AND CABINET, | | |
INSTALL | | |
0032 805-95518 15.000 LFT | 0.10000 1.50| 1.00000 15.00|
FLEXIBLE CONDUIT, 2 IN. | | |
0033 805-95520 1.000 EACH | 2.00000 2.00| 15.00000 15.00|
EXPANSION FITTING, 2 IN. | | |
0034 805-95521 2.000 EACH | 2.00000 4.00| 8.00000 16.00|
EXPANSION FITTING, 0.75 IN. | | |
0035 805-97509 1.000 EACH | 1220.00000 1220.00| 10000.00000 10000.00|
MODIFY M FOUNDATION TO P1 FOUNDATION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 807-01425 20.000 EACH | 1450.00000 29000.00| 65.00000 1300.00|
SHAFT FOR ANY E.M.H., ANY M.A., INSTALL | | |
0037 807-01562 3.000 EACH | 70.00000 210.00| 18.00000 54.00|
POWER DISCONNECT PLUG FOR HIGH MAST | | |
TOWER | | |
0038 807-01617 1.000 EACH | 75.00000 75.00| 27.00000 27.00|
HANDHOLE COVER AND RING | | |
0039 807-02782 1.000 EACH | 450.00000 450.00| 100.00000 100.00|
LUMINAIRE MAST ARM, 12 FT. | | |
0040 807-02783 1.000 EACH | 550.00000 550.00| 100.00000 100.00|
LUMINAIRE MAST ARM, 15 FT. | | |
0041 807-04654 1.000 EACH | 880.00000 880.00| 100.00000 100.00|
LIGHT POLE , 38 FT. E.M.H, BREAKAWAY | | |
BASE | | |
0042 807-06928 24.000 MOS | 5.00000 120.00| 10.00000 240.00|
ROUTINE MAINTENANCE, 175 WATT MERCURY | | |
VAPOR UNDERPASS LUMINAIRE | | |
0043 807-78590 2.000 EACH | 780.00000 1560.00| 35.00000 70.00|
HANDHOLE | | |
0044 807-86615 20.000 EACH | 165.00000 3300.00| 40.00000 800.00|
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
0045 807-86620 30.000 EACH | 165.00000 4950.00| 60.00000 1800.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0046 807-86665 1.000 EACH | 100.00000 100.00| 45.00000 45.00|
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0047 807-86800 1.000 EACH | 125.00000 125.00| 95.00000 95.00|
LUMINAIRE, SIGN, MERCURY VAPOR WITH | | |
GLARE SHIELD AND VANDAL SHIELD, 250 WATT| | |
0048 807-86805 1.000 EACH | 855.00000 855.00| 1500.00000 1500.00|
SERVICE POINT, I | | |
0049 807-86810 1.000 EACH | 1900.00000 1900.00| 2000.00000 2000.00|
SERVICE POINT, II | | |
0050 807-86910 20.000 EACH | 30.00000 600.00| 5.00000 100.00|
CONNECTOR KIT, UNFUSED | | |
0051 807-86915 25.000 EACH | 30.00000 750.00| 5.00000 125.00|
CONNECTOR KIT, FUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0052 807-86920 25.000 EACH | 6.00000 150.00| 5.00000 125.00|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0053 807-86930 30.000 EACH | 6.00000 180.00| 1.00000 30.00|
INSULATION LINK, NONWATERPROOFED | | |
0054 807-86950 1.000 EACH | 25.00000 25.00| 1.00000 1.00|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0055 807-86955 2.000 EACH | 5.00000 10.00| 2.00000 4.00|
CABLE DUCT MARKER | | |
0056 807-87022 10488.000 MOS | 4.70000 49293.60| 7.25000 76038.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 400 WATT | | |
0057 807-87028 8688.000 MOS | 10.00000 86880.00| 7.75000 67332.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 1000 WATT | | |
0058 807-87042 1572.000 MOS | 4.70000 7388.40| 11.00000 17292.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, UNDERPASS, 150 WATT | | |
0059 807-87043 348.000 MOS | 4.70000 1635.60| 7.25000 2523.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, POST TOP, 150 WATT | | |
0060 807-87050 6744.000 MOS | 4.70000 31696.80| 18.25000 123078.00|
ROUTINE MAINTENANCE, LUMINAIRE, SIGN, | | |
250 WATT | | |
0061 807-87085 15.000 HRS | 80.00000 1200.00| 125.00000 1875.00|
ELECTRICIAN | | |
0062 807-87098 5.000 EACH | 100.00000 500.00| 500.00000 2500.00|
CALL OUT, REPAIR | | |
0063 807-87620 5.000 EACH | 15.00000 75.00| 10.00000 50.00|
VANDAL SHIELD, LEXAN, INSTALL | | |
0064 807-87800 600.000 LFT | 2.00000 1200.00| 1.00000 600.00|
CABLE DUCT, INSTALL | | |
0065 807-91704 1.000 EACH | 5.00000 5.00| 7.00000 7.00|
LIGHT POLE HANDHOLE COVER | | |
0066 807-91705 2.000 EACH | 50.00000 100.00| 14.00000 28.00|
CONDUIT, POLYETHYLENE, REPAIR | | |
0067 807-93650 1.000 SET | 450.00000 450.00| 40.00000 40.00|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR ROADWAY LIGHT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0068 807-93746 150.000 LFT | 0.35000 52.50| 1.00000 150.00|
TOWER RING LIFT CABLE, 0.375 | | |
0069 807-95078 12.000 EACH | 380.00000 4560.00| 40.00000 480.00|
TRANSFORMER BASE | | |
0070 807-95488 1.000 EACH | 60.00000 60.00| 15.00000 15.00|
NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | |
BREAKER, ENCLOSURE | | |
0071 807-95492 1.000 EACH | 50.00000 50.00| 20.00000 20.00|
SERVICE POINT, II, BREAKER ENCLOSURE | | |
0072 807-95509 8.000 EACH | 20.00000 160.00| 10.00000 80.00|
GLARE SHIELD | | |
0073 807-95513 2.000 EACH | 210.00000 420.00| 10.00000 20.00|
SERVICE POINT MAIN BREAKER | | |
0074 807-95514 1.000 EACH | 10.00000 10.00| 10.00000 10.00|
SERVICE POINT RISER | | |
0075 807-95515 1.000 EACH | 5.00000 5.00| 3.00000 3.00|
SERVICE POINT WEATHERHEAD | | |
0076 807-95516 5.000 EACH | 600.00000 3000.00| 30.00000 150.00|
RELAY SWITCH | | |
0077 807-95519 5.000 LFT | 0.50000 2.50| 1.00000 5.00|
FLEXIBLE CONDUIT, .75 IN. | | |
0078 807-95522 6.000 EACH | 8.00000 48.00| 1.00000 6.00|
PIPE STRAP | | |
0079 807-95523 35.000 EACH | 20.00000 700.00| 1.00000 35.00|
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0080 807-95525 1.000 EACH | 60.00000 60.00| 15.00000 15.00|
LIGHTING, HIGHWAY SUPPORT, REPAIR | | |
0081 807-95528 LUMP | 15400.00000 15400.00| 40000.00000 40000.00|
GROUP RELAMP HIGH PRESSURE SODIUM | | |
LUMINAIRES | | |
0082 807-95529 LUMP | 4200.00000 4200.00| 6500.00000 6500.00|
GROUP RELAMP MERCURY VAPOR LUMINAIRES | | |
0083 807-95709 25.000 EACH | 3.00000 75.00| 2.00000 50.00|
PHOTOCELLS | | |
0084 807-96194 4212.000 MOS | 4.70000 19796.40| 7.25000 30537.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 250 WATT | | |
0085 807-96203 1.000 EACH | 50.00000 50.00| 1.00000 1.00|
LIGHT POLE, HIGH MAST, TOWER SUSPENSION | | |
CABLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 590 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 590 CONTRACT ID : TM-31757-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0086 807-96204 2.000 EACH | 1200.00000 2400.00| 2500.00000 5000.00|
LOWERING AND RAISING OF TOWER | | |
0087 807-96236 1.000 EACH | 300.00000 300.00| 15.00000 15.00|
LIGHT POLE, HIGH MAST, TOWER POWER CABL | | |
0088 807-96868 1.000 EACH | 220.00000 220.00| 5.00000 5.00|
LUMINAIRE, INSTALL | | |
0089 807-98716 1.000 EACH | 25.00000 25.00| 4.00000 4.00|
KELLUM GRIP, STAINLESS STEEL | | |
SECTION TOTALS | $ 314,328.30| $ 457,162.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 314,328.30| $ 457,162.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -1
VENDOR RANKING
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 05/31/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810310
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 36-1460460 MEADE ELECTRIC CO $ 232,144.50 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC $ 242,568.30 104.4902%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-1460460 |( 2 ) 35-1262778 |( )
|MEADE ELECTRIC CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LIGHTING MAINTENANCE
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 1.00000 1.00| 50.00000 50.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 210-05815 3.000 EACH | 1.00000 3.00| 40.00000 120.00|
LIGHTING STRUCTURE INSPECTION | | |
0006 210-08284 24.000 EACH | 250.00000 6000.00| 250.00000 6000.00|
EMERGENCY CALLOUT, KNOCKDOWN | | |
0007 210-08284 6.000 EACH | 50.00000 300.00| 175.00000 1050.00|
EMERGENCY CALLOUT, OUTAGE | | |
0008 702-90915 3.000 CYS | 20.00000 60.00| 180.00000 540.00|
CONCRETE, A | | |
0009 715-97122 25.000 LFT | 5.00000 125.00| 4.00000 100.00|
PIPE, PVC, 2 IN. | | |
0010 732-04994 5.000 EACH | 200.00000 1000.00| 300.00000 1500.00|
METER BASE, INSTALL | | |
0011 732-04994 1.000 EACH | 300.00000 300.00| 400.00000 400.00|
METER WITH CT BRACKET, INSTALL | | |
0012 803-87715 1.000 EACH | 20.00000 20.00| 100.00000 100.00|
GROUND ROD WITH CONNECTOR | | |
0013 805-04428 1000.000 LFT | 1.25000 1250.00| 5.00000 5000.00|
CABLE DUCT | | |
0014 805-04940 2.000 EACH | 50.00000 100.00| 850.00000 1700.00|
MAST ARM , 6 Ft. TO 30 Ft. | | |
0015 805-06592 100.000 LFT | 9.00000 900.00| 12.00000 1200.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0016 805-86842 50.000 LFT | 2.00000 100.00| 2.65000 132.50|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 2 COPPER | | |
STRANDED, 1/C | | |
0017 805-86843 500.000 LFT | 1.25000 625.00| 2.00000 1000.00|
WIRE, NO. 4 COPPER, 1C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-1460460 |( 2 ) 35-1262778 |( )
|MEADE ELECTRIC CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-86898 25.000 LFT | 5.00000 125.00| 4.00000 100.00|
CONDUIT, STEEL, GALVANIZED, .75 IN. | | |
0019 805-87408 1.000 EACH | 45.00000 45.00| 100.00000 100.00|
SIGNAL, POLE, WOOD, 5, 40 FT. | | |
0020 805-87640 2.000 SET | 225.00000 450.00| 200.00000 400.00|
BREAKAWAY COUPLING | | |
0021 805-87746 100.000 LFT | 0.25000 25.00| 0.55000 55.00|
AERIAL CABLE, TRIPLEX | | |
0022 805-87780 5.000 EACH | 75.00000 375.00| 50.00000 250.00|
CIRCUIT BREAKER | | |
0023 805-91706 2.000 EACH | 75.00000 150.00| 80.00000 160.00|
ANCHOR BOLT, REPAIR | | |
0024 805-95518 20.000 LFT | 1.50000 30.00| 1.50000 30.00|
FLEXIBLE CONDUIT, 2 IN. | | |
0025 805-95519 10.000 LFT | 1.25000 12.50| 1.25000 12.50|
FLEXIBLE CONDUIT, 0.75 IN. | | |
0026 805-95705 20.000 EACH | 200.00000 4000.00| 255.00000 5100.00|
BREAKAWAY ALUMINUM TRANSFORMER BASE | | |
0027 805-96197 1000.000 LFT | 0.25000 250.00| 0.55000 550.00|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 10 | | |
COPPER STRANDED, 1/C | | |
0028 805-98469 5.000 EACH | 300.00000 1500.00| 300.00000 1500.00|
PULL BOX | | |
0029 807-01562 1.000 EACH | 65.00000 65.00| 77.00000 77.00|
POWER DISCONNECT PLUG FOR HIGH MAST | | |
TOWER | | |
0030 807-01563 3.000 EACH | 20.00000 60.00| 1.00000 3.00|
HIGH MAST TOWER LOCATING PIN, STAINLESS | | |
STEEL | | |
0031 807-01564 1.000 EACH | 125.00000 125.00| 2.00000 2.00|
HIGH MAST TOWER, SMALL GEAR OF CHAIN | | |
DRIVE | | |
0032 807-01603 2.000 EACH | 1200.00000 2400.00| 2200.00000 4400.00|
SERVICE POINT, TYPE II | | |
0033 807-01606 1.000 EACH | 500.00000 500.00| 100.00000 100.00|
HIGH MAST TOWER EXTERNAL WINCH ADAPTER | | |
ASSEMBLY AND SAFETY CABLE | | |
0034 807-01617 1.000 EACH | 50.00000 50.00| 220.00000 220.00|
HANDHOLE COVER AND RING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -4
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-1460460 |( 2 ) 35-1262778 |( )
|MEADE ELECTRIC CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 807-02109 10.000 EACH | 50.00000 500.00| 75.00000 750.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, WITH VANDAL SHIELD, 250 | | |
WATT | | |
0036 807-02191 3.000 EACH | 250.00000 750.00| 450.00000 1350.00|
HANDHOLE, LIGHTING | | |
0037 807-02199 3.000 EACH | 100.00000 300.00| 100.00000 300.00|
HANDHOLE COVER, RECTANGULAR | | |
0038 807-07703 5.000 EACH | 100.00000 500.00| 350.00000 1750.00|
HIGH MAST TOWER BREAKER | | |
0039 807-09081 24.000 MOS | 5.00000 120.00| 5.00000 120.00|
ROUTINE MAINTENANCE , LUMINAIRE, METAL | | |
HALIDE, FLAG,175 WATT | | |
0040 807-84492 1.000 EACH | 100.00000 100.00| 800.00000 800.00|
LIGHT POLE, 30 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0041 807-85480 1.000 EACH | 100.00000 100.00| 700.00000 700.00|
LIGHT POLE, 30 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0042 807-85488 1.000 EACH | 100.00000 100.00| 750.00000 750.00|
LIGHT POLE, 30 FT. E.M.H., 8.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0043 807-85496 1.000 EACH | 100.00000 100.00| 780.00000 780.00|
LIGHT POLE, 30 FT. E.M.H., 12.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0044 807-85502 1.000 EACH | 100.00000 100.00| 800.00000 800.00|
LIGHT POLE, 30 FT. E.M.H., 15.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0045 807-85740 1.000 EACH | 100.00000 100.00| 800.00000 800.00|
LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0046 807-85752 1.000 EACH | 100.00000 100.00| 1380.00000 1380.00|
LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0047 807-85762 1.000 EACH | 100.00000 100.00| 1420.00000 1420.00|
LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0048 807-86615 5.000 EACH | 500.00000 2500.00| 150.00000 750.00|
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -5
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-1460460 |( 2 ) 35-1262778 |( )
|MEADE ELECTRIC CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0049 807-86620 25.000 EACH | 500.00000 12500.00| 150.00000 3750.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0050 807-86665 12.000 EACH | 600.00000 7200.00| 300.00000 3600.00|
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0051 807-86750 4.000 EACH | 50.00000 200.00| 150.00000 600.00|
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT | | |
0052 807-86790 24.000 EACH | 50.00000 1200.00| 125.00000 3000.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0053 807-86910 36.000 EACH | 10.00000 360.00| 30.00000 1080.00|
CONNECTOR KIT, UNFUSED | | |
0054 807-86915 36.000 EACH | 10.00000 360.00| 30.00000 1080.00|
CONNECTOR KIT, FUSED | | |
0055 807-86920 36.000 EACH | 10.00000 360.00| 8.00000 288.00|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0056 807-86930 50.000 EACH | 10.00000 500.00| 8.00000 400.00|
INSULATION LINK, NONWATERPROOFED | | |
0057 807-86950 5.000 EACH | 10.00000 50.00| 25.00000 125.00|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0058 807-86955 1.000 EACH | 5.00000 5.00| 65.00000 65.00|
CABLE DUCT MARKER | | |
0059 807-87022 9048.000 MOS | 7.50000 67860.00| 5.90000 53383.20|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 400 WATT | | |
0060 807-87028 5736.000 MOS | 8.50000 48756.00| 9.35000 53631.60|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 1000 WATT | | |
0061 807-87042 648.000 MOS | 4.75000 3078.00| 4.50000 2916.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, UNDERPASS, 150 WATT | | |
0062 807-87043 192.000 MOS | 4.00000 768.00| 4.25000 816.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, POST TOP, 150 WATT | | |
0063 807-87050 4056.000 MOS | 8.50000 34476.00| 4.75000 19266.00|
ROUTINE MAINTENANCE, LUMINAIRE, SIGN, | | |
250 WATT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -6
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-1460460 |( 2 ) 35-1262778 |( )
|MEADE ELECTRIC CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 807-87085 60.000 HRS | 80.00000 4800.00| 68.00000 4080.00|
ELECTRICIAN | | |
0065 807-87595 6.000 EACH | 5.00000 30.00| 3.00000 18.00|
REPLACEMENT OF CABLE CLAMPS ON HIGHMAST | | |
TOWER LUMINAIRE RING | | |
0066 807-87800 4000.000 LFT | 1.00000 4000.00| 2.00000 8000.00|
CABLE DUCT, INSTALL | | |
0067 807-91704 10.000 EACH | 5.00000 50.00| 25.00000 250.00|
LIGHT POLE HANDHOLE COVER | | |
0068 807-91705 5.000 EACH | 50.00000 250.00| 50.00000 250.00|
CONDUIT, POLYETHYLENE, REPAIR | | |
0069 807-92870 3.000 EACH | 10.00000 30.00| 25.00000 75.00|
TRANSFORMER BASE HANDHOLE | | |
0070 807-93647 1.000 EACH | 50.00000 50.00| 110.00000 110.00|
LUMINAIRE POST TOP, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0071 807-93649 1.000 EACH | 50.00000 50.00| 210.00000 210.00|
SHAFT FOR POST TOP LUMINAIRE, 16 FT. M. | | |
H. | | |
0072 807-93650 1.000 SET | 400.00000 400.00| 200.00000 200.00|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR ROADWAY LIGHT | | |
0073 807-93651 1.000 SET | 500.00000 500.00| 25.00000 25.00|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR POST TOP LIGHT | | |
0074 807-93746 250.000 LFT | 1.50000 375.00| 1.00000 250.00|
TOWER RING LIFT CABLE, 0.375 | | |
0075 807-93747 250.000 LFT | 1.50000 375.00| 0.65000 162.50|
TOWER RING, SUSPENSION CABLE, 0.1875 | | |
0076 807-94480 6.000 EACH | 100.00000 600.00| 800.00000 4800.00|
LIGHT STANDARD, INSTALL | | |
0077 807-95488 1.000 EACH | 100.00000 100.00| 150.00000 150.00|
NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | |
BREAKER, ENCLOSURE | | |
0078 807-95508 5.000 EACH | 75.00000 375.00| 38.00000 190.00|
VANDAL SHIELD, LEXAN | | |
0079 807-95513 2.000 EACH | 400.00000 800.00| 355.00000 710.00|
SERVICE POINT MAIN BREAKER | | |
0080 807-95514 1.000 EACH | 175.00000 175.00| 20.00000 20.00|
SERVICE POINT RISER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 600 -7
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 600 CONTRACT ID : TM-31778-A COUNTIES : VARIOUS
LETTING DATE : 04/08/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-1460460 |( 2 ) 35-1262778 |( )
|MEADE ELECTRIC CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 807-95515 1.000 EACH | 25.00000 25.00| 15.00000 15.00|
SERVICE POINT WEATHERHEAD | | |
0082 807-95516 5.000 EACH | 300.00000 1500.00| 385.00000 1925.00|
RELAY SWITCH | | |
0083 807-95523 20.000 EACH | 20.00000 400.00| 30.00000 600.00|
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0084 807-95528 LUMP | 100.00000 100.00| 21000.00000 21000.00|
GROUP RELAMP HIGH PRESSURE SODIUM | | |
LUMINAIRES | | |
0085 807-95632 2.000 EACH | 50.00000 100.00| 50.00000 100.00|
SERVICE POINT, OVERRIDE CIRCUIT | | |
0086 807-96183 1.000 EACH | 100.00000 100.00| 245.00000 245.00|
SHAFT FOR 30 FT. M.H., TWIN 10 FT. M.A. | | |
0087 807-96184 1.000 EACH | 100.00000 100.00| 255.00000 255.00|
SHAFT FOR 30 FT. M.H. TWIN 12 FT. M.A. | | |
0088 807-96194 1716.000 MOS | 5.75000 9867.00| 4.50000 7722.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 250 WATT | | |
0089 807-96204 1.000 EACH | 2500.00000 2500.00| 2300.00000 2300.00|
LOWERING AND RAISING OF TOWER | | |
0090 807-96236 1.000 EACH | 200.00000 200.00| 400.00000 400.00|
LIGHT POLE, HIGH MAST, TOWER POWER CABL | | |
0091 807-98716 5.000 EACH | 40.00000 200.00| 20.00000 100.00|
KELLUM GRIP, STAINLESS STEEL | | |
SECTION TOTALS | $ 232,144.50| $ 242,568.30| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 232,144.50| $ 242,568.30| $
====================================================================================================================================