INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -1
VENDOR RANKING
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/09/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9031815
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 38-1625197 SELGE CONSTRUCTION CO INC $ 552,259.39 100.0000%
2 35-1185040 NIBLOCK EXCAVATING INC $ 638,714.15 115.6547%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 658,691.50 119.2721%
4 35-1817530 PIONEER ASSOCIATES INC $ 692,984.60 125.4817%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 723,748.50 131.0523%
6 35-1339168 LAPORTE CONSTRUCTION CO $ 770,778.26 139.5682%
7 35-1489621 HRP CONSTRUCTION INC $ 823,924.17 149.1915%
8 35-1067077 RITSCHARD BROTHERS $ 915,690.01 165.8080%
9 35-1139301 E & B PAVING INC $ 990,545.35 179.3623%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -2
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 8500.00000 8500.00| 10000.00000 10000.00| 38000.00000 38000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 150.00000 150.00| 125.00000 125.00| 110.00000 110.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 75.00000 450.00| 75.00000 450.00| 110.00000 660.00
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 | 20000.00000 20000.00| 30500.00000 30500.00| 32500.00000 32500.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 5000.00000 5000.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 201.000 m2 | 10.00000 2010.00| 8.05000 1618.05| 3.00000 603.00
PAVEMENT REMOVAL | | |
0013 202-02241 177.000 m | 19.35000 3424.95| 19.35000 3424.95| 19.35000 3424.95
GUARDRAIL, REMOVE | | |
0014 202-03000 LUMP | 100.00000 100.00| 1500.00000 1500.00| 3998.61000 3998.61
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0015 202-51330 LUMP | 39500.00000 39500.00| 25000.00000 25000.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE | | |
0016 202-99187 101.000 m | 5.00000 505.00| 7.75000 782.75| 12.00000 1212.00
FENCE, FARM FIELD, REMOVE | | |
0017 203-02000 854.700 m3 | 15.00000 12820.50| 17.70000 15128.19| 10.00000 8547.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -3
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02070 120.000 m3 | 20.00000 2400.00| 28.00000 3360.00| 30.00000 3600.00
BORROW | | |
0019 205-06931 33.000 Mg | 26.95000 889.35| 56.50000 1864.50| 10.00000 330.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06932 17.000 m | 42.55000 723.35| 42.55000 723.35| 10.00000 170.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06937 160.000 m | 6.20000 992.00| 6.20000 992.00| 6.20000 992.00
TEMPORARY SILT FENCE | | |
0022 205-09543 91.000 Mg | 28.00000 2548.00| 40.70000 3703.70| 10.00000 910.00
NO 2 STONE | | |
0023 207-08263 1853.000 m2 | 11.90000 22050.70| 12.75000 23625.75| 8.00000 14824.00
SUBGRADE TREATMENT, TYPE IA | | |
0024 207-08267 1898.000 m2 | 7.40000 14045.20| 9.25000 17556.50| 10.00000 18980.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-09265 351.000 m3 | 51.50000 18076.50| 59.85000 21007.35| 130.00000 45630.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 899.800 Mg | 17.25000 15521.55| 19.50000 17546.10| 18.00000 16196.40
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-08210 46.200 Mg | 19.25000 889.35| 30.80000 1422.96| 30.00000 1386.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 306-08043 260.000 m2 | 9.50000 2470.00| 3.50000 910.00| 10.00000 2600.00
MILLING, TRANSITION | | |
0029 402-07432 98.000 Mg | 79.00000 7742.00| 75.00000 7350.00| 79.00000 7742.00
HMA SURFACE, TYPE A | | |
0030 402-07433 179.100 Mg | 79.00000 14148.90| 75.00000 13432.50| 79.00000 14148.90
HMA SURFACE, TYPE B | | |
0031 402-07438 298.500 Mg | 70.00000 20895.00| 65.00000 19402.50| 70.00000 20895.00
HMA INTERMEDIATE, TYPE B | | |
0032 402-07440 293.900 Mg | 51.00000 14988.90| 62.00000 18221.80| 51.00000 14988.90
HMA BASE, TYPE A | | |
0033 402-07441 955.200 Mg | 51.00000 48715.20| 62.00000 59222.40| 51.00000 48715.20
HMA BASE, TYPE B | | |
0034 402-07784 58.600 Mg | 79.00000 4629.40| 95.00000 5567.00| 79.00000 4629.40
HMA SURFACE, TYPE D | | |
0035 402-07785 33.000 Mg | 70.00000 2310.00| 95.00000 3135.00| 70.00000 2310.00
HMA INTERMEDIATE, TYPE D | | |
0036 402-07786 166.500 Mg | 51.00000 8491.50| 72.50000 12071.25| 51.00000 8491.50
HMA BASE, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -4
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 406-05520 1.800 Mg | 1.00000 1.80| 500.00000 900.00| 1.00000 1.80
ASPHALT FOR TACK COAT | | |
0038 601-01270 61.000 m | 28.00000 1708.00| 28.00000 1708.00| 28.00000 1708.00
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0039 601-01701 1.000 EACH | 1750.00000 1750.00| 1750.00000 1750.00| 1750.00000 1750.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0040 601-06854 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2800.00000 5600.00
GUARDRAIL, W-BEAM, NESTED | | |
0041 601-06854 2.000 EACH | 1950.00000 3900.00| 1950.00000 3900.00| 1950.00000 3900.00
GUARDRAIL, W-BEAM, NESTED TEMPORARY | | |
0042 601-94689 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 2500.00000 7500.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-97080 4.000 EACH | 2020.00000 8080.00| 2020.00000 8080.00| 2020.00000 8080.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0044 601-99105 106.700 m | 52.00000 5548.40| 52.00000 5548.40| 52.00000 5548.40
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0045 603-06040 99.000 m | 36.75000 3638.25| 36.75000 3638.25| 36.75000 3638.25
FENCE, FARM FIELD, 1190 mm | | |
0046 603-97461 84.000 m | 53.00000 4452.00| 11.65000 978.60| 53.00000 4452.00
TEMPORARY FENCE | | |
0047 610-07487 111.400 Mg | 70.00000 7798.00| 85.00000 9469.00| 70.00000 7798.00
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 1.000 EACH | 345.00000 345.00| 250.00000 250.00| 345.00000 345.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 6.000 EACH | 132.00000 792.00| 132.00000 792.00| 132.00000 792.00
RIGHT OF WAY MARKER | | |
0050 615-06505 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
MONUMENT, B | | |
0051 616-02320 204.000 m2 | 3.00000 612.00| 4.50000 918.00| 3.00000 612.00
GEOTEXTILES | | |
0052 616-05688 70.700 Mg | 73.75000 5214.13| 84.00000 5938.80| 80.00000 5656.00
RIPRAP, CLASS 1 | | |
0053 616-06451 42.000 Mg | 50.50000 2121.00| 45.00000 1890.00| 60.00000 2520.00
RIPRAP, UNIFORM | | |
0054 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -5
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 621-01597 14.000 m2 | 12.05000 168.70| 12.05000 168.70| 12.05000 168.70
EROSION CONTROL, MAT | | |
0056 621-01660 1005.000 m2 | 0.90000 904.50| 0.90000 904.50| 0.90000 904.50
MULCHED SEEDING, LEGUME, 2 | | |
0057 621-01956 38.000 kg | 28.55000 1084.90| 28.55000 1084.90| 28.55000 1084.90
SEED MIXTURE, LEGUME, 1 | | |
0058 621-06545 0.100 Mg | 2435.00000 243.50| 2435.00000 243.50| 2435.00000 243.50
FERTILIZER | | |
0059 621-06557 23.500 kg | 31.25000 734.38| 31.25000 734.38| 31.25000 734.38
SEED MIXTURE, T | | |
0060 621-06559 1749.000 m2 | 0.62000 1084.38| 0.62000 1084.38| 0.62000 1084.38
MULCHED SEEDING, R | | |
0061 621-06565 1.200 Mg | 515.00000 618.00| 515.00000 618.00| 515.00000 618.00
MULCHING MATERIAL | | |
0062 621-06567 5.300 kL | 5.00000 26.50| 5.00000 26.50| 5.00000 26.50
WATER | | |
0063 621-06574 245.000 m2 | 10.26000 2513.70| 10.26000 2513.70| 10.26000 2513.70
SODDING | | |
0064 628-09401 6.000 MOS | 2100.00000 12600.00| 2550.00000 15300.00| 1500.00000 9000.00
FIELD OFFICE, A | | |
0065 713-51334 LUMP | 30400.00000 30400.00| 60000.00000 60000.00| 60000.00000 60000.00
TEMPORARY PIPE AND APPROACHES | | |
0066 714-26726 20.120 m | 4320.00000 86918.40| 3960.00000 79675.20| 4000.00000 80480.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3600 mm x 2400 mm | | |
0067 715-05048 67.200 m | 53.15000 3571.68| 39.10000 2627.52| 50.00000 3360.00
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0068 715-05049 30.000 m | 20.95000 628.50| 56.50000 1695.00| 55.00000 1650.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0069 715-05051 30.000 m | 25.10000 753.00| 61.00000 1830.00| 60.00000 1800.00
PIPE, TYPE 4, CIRCULAR, 250 mm | | |
0070 715-05053 32.600 m | 57.00000 1858.20| 150.00000 4890.00| 50.00000 1630.00
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0071 715-05169 12.000 m | 102.00000 1224.00| 105.00000 1260.00| 55.00000 660.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0072 715-46005 2.000 EACH | 136.00000 272.00| 330.00000 660.00| 465.00000 930.00
PIPE END SECTION, 375 mm | | |
0073 718-06528 4.000 EACH | 165.00000 660.00| 800.00000 3200.00| 260.00000 1040.00
OUTLET PROTECTOR, 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -6
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 718-52610 7.200 m3 | 150.00000 1080.00| 230.00000 1656.00| 20.00000 144.00
AGGREGATE FOR UNDERDRAINS | | |
0075 718-99153 69.000 m2 | 3.00000 207.00| 3.70000 255.30| 1.00000 69.00
GEOTEXTILES FOR UNDERDRAIN | | |
0076 723-08608 42.000 m2 | 625.00000 26250.00| 1140.00000 47880.00| 1325.00000 55650.00
WINGWALL | | |
0077 801-03290 4.000 EACH | 120.00000 480.00| 120.00000 480.00| 120.00000 480.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06203 1136.000 m | 0.62000 704.32| 0.62000 704.32| 0.62000 704.32
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0080 801-06207 2172.000 m | 2.65000 5755.80| 2.65000 5755.80| 2.65000 5755.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0081 801-06640 19.000 EACH | 80.00000 1520.00| 80.00000 1520.00| 80.00000 1520.00
CONSTRUCTION SIGN, A | | |
0082 801-06645 14.000 EACH | 35.00000 490.00| 35.00000 490.00| 35.00000 490.00
CONSTRUCTION SIGN, B | | |
0083 801-06649 38.000 EACH | 10.00000 380.00| 10.00000 380.00| 10.00000 380.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0084 801-06775 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0085 801-07118 28.800 m | 32.00000 921.60| 32.00000 921.60| 32.00000 921.60
BARRICADE, III-A | | |
0086 801-07119 14.400 m | 32.00000 460.80| 32.00000 460.80| 32.00000 460.80
BARRICADE, III-B | | |
0087 802-05701 6.000 m | 27.00000 162.00| 27.00000 162.00| 48.50000 291.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0088 802-99045 2.000 EACH | 70.00000 140.00| 70.00000 140.00| 115.00000 230.00
SIGN REMOUNTING | | |
0089 804-06725 10.000 EACH | 10.00000 100.00| 10.00000 100.00| 25.00000 250.00
DELINEATOR WITH POST, D1, 75 mm | | |
0090 804-06740 65.000 EACH | 10.00000 650.00| 10.00000 650.00| 26.00000 1690.00
DELINEATOR WITH POST, D2 | | |
0091 808-06712 97.000 m | 1.00000 97.00| 1.00000 97.00| 1.02000 98.94
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0092 808-06713 776.000 m | 1.00000 776.00| 1.00000 776.00| 1.02000 791.52
LINE, PAINT, SOLID, WHITE, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -7
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 808-06716 280.000 m | 1.32000 369.60| 1.32000 369.60| 1.65000 462.00
LINE, REMOVE | | |
0094 808-75996 11.000 EACH | 107.00000 1177.00| 20.00000 220.00| 50.15000 551.65
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0095 808-75998 16.000 EACH | 95.00000 1520.00| 91.80000 1468.80| 70.00000 1120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 552,259.39| $ 638,714.15| $ 658,691.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 552,259.39| $ 638,714.15| $ 658,691.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -8
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1339168
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 3900.00000 3900.00| 11100.00000 11100.00| 6551.77000 6551.77
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| 80.00000 80.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 140.00000 840.00| 40.00000 240.00| 150.00000 900.00
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 | 15000.00000 15000.00| 55000.00000 55000.00| 39000.00000 39000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 3700.00000 3700.00| 24499.99000 24499.99| 2557.83000 2557.83
CLEARING RIGHT OF WAY | | |
0012 202-02240 201.000 m2 | 30.00000 6030.00| 17.45000 3507.45| 12.70000 2552.70
PAVEMENT REMOVAL | | |
0013 202-02241 177.000 m | 20.00000 3540.00| 19.35000 3424.95| 19.35000 3424.95
GUARDRAIL, REMOVE | | |
0014 202-03000 LUMP | 1000.00000 1000.00| 600.00000 600.00| 1389.83000 1389.83
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0015 202-51330 LUMP | 9400.00000 9400.00| 46200.00000 46200.00| 85610.45000 85610.45
PRESENT STRUCTURE, REMOVE | | |
0016 202-99187 101.000 m | 10.00000 1010.00| 1.00000 101.00| 12.00000 1212.00
FENCE, FARM FIELD, REMOVE | | |
0017 203-02000 854.700 m3 | 25.00000 21367.50| 44.10000 37692.27| 29.10000 24871.77
EXCAVATION, COMMON | | |
0018 203-02070 120.000 m3 | 45.00000 5400.00| 27.00000 3240.00| 25.58000 3069.60
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -9
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1339168
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 33.000 Mg | 110.00000 3630.00| 82.00000 2706.00| 35.00000 1155.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06932 17.000 m | 45.00000 765.00| 25.00000 425.00| 42.55000 723.35
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06937 160.000 m | 6.00000 960.00| 5.53000 884.80| 9.73000 1556.80
TEMPORARY SILT FENCE | | |
0022 205-09543 91.000 Mg | 35.00000 3185.00| 32.00000 2912.00| 15.00000 1365.00
NO 2 STONE | | |
0023 207-08263 1853.000 m2 | 15.00000 27795.00| 8.00000 14824.00| 21.61000 40043.33
SUBGRADE TREATMENT, TYPE IA | | |
0024 207-08267 1898.000 m2 | 10.00000 18980.00| 9.00000 17082.00| 11.75000 22301.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-09265 351.000 m3 | 60.00000 21060.00| 81.00000 28431.00| 70.41000 24713.91
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 899.800 Mg | 21.00000 18895.80| 16.00000 14396.80| 22.07000 19858.59
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-08210 46.200 Mg | 27.00000 1247.40| 13.00000 600.60| 23.03000 1063.99
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 306-08043 260.000 m2 | 9.00000 2340.00| 30.00000 7800.00| 19.07000 4958.20
MILLING, TRANSITION | | |
0029 402-07432 98.000 Mg | 88.00000 8624.00| 80.00000 7840.00| 95.00000 9310.00
HMA SURFACE, TYPE A | | |
0030 402-07433 179.100 Mg | 88.00000 15760.80| 68.00000 12178.80| 65.00000 11641.50
HMA SURFACE, TYPE B | | |
0031 402-07438 298.500 Mg | 78.00000 23283.00| 50.00000 14925.00| 60.00000 17910.00
HMA INTERMEDIATE, TYPE B | | |
0032 402-07440 293.900 Mg | 57.00000 16752.30| 60.00000 17634.00| 60.00000 17634.00
HMA BASE, TYPE A | | |
0033 402-07441 955.200 Mg | 57.00000 54446.40| 42.00000 40118.40| 60.00000 57312.00
HMA BASE, TYPE B | | |
0034 402-07784 58.600 Mg | 88.00000 5156.80| 97.00000 5684.20| 95.00000 5567.00
HMA SURFACE, TYPE D | | |
0035 402-07785 33.000 Mg | 78.00000 2574.00| 83.00000 2739.00| 95.00000 3135.00
HMA INTERMEDIATE, TYPE D | | |
0036 402-07786 166.500 Mg | 57.00000 9490.50| 57.00000 9490.50| 60.00000 9990.00
HMA BASE, TYPE D | | |
0037 406-05520 1.800 Mg | 1.00000 1.80| 1.00000 1.80| 0.01000 0.02
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -10
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1339168
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-01270 61.000 m | 31.00000 1891.00| 28.00000 1708.00| 28.00000 1708.00
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0039 601-01701 1.000 EACH | 1900.00000 1900.00| 1750.00000 1750.00| 1750.00000 1750.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0040 601-06854 2.000 EACH | 3015.00000 6030.00| 2800.00000 5600.00| 2800.00000 5600.00
GUARDRAIL, W-BEAM, NESTED | | |
0041 601-06854 2.000 EACH | 2100.00000 4200.00| 1950.00000 3900.00| 1950.00000 3900.00
GUARDRAIL, W-BEAM, NESTED TEMPORARY | | |
0042 601-94689 3.000 EACH | 3500.00000 10500.00| 3700.00000 11100.00| 2500.00000 7500.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-97080 4.000 EACH | 2175.00000 8700.00| 2020.00000 8080.00| 2020.00000 8080.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0044 601-99105 106.700 m | 56.00000 5975.20| 52.00000 5548.40| 52.00000 5548.40
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0045 603-06040 99.000 m | 40.00000 3960.00| 36.75000 3638.25| 36.75000 3638.25
FENCE, FARM FIELD, 1190 mm | | |
0046 603-97461 84.000 m | 57.00000 4788.00| 1.00000 84.00| 53.00000 4452.00
TEMPORARY FENCE | | |
0047 610-07487 111.400 Mg | 78.00000 8689.20| 94.00000 10471.60| 95.00000 10583.00
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 1.000 EACH | 375.00000 375.00| 345.00000 345.00| 345.00000 345.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 6.000 EACH | 145.00000 870.00| 132.00000 792.00| 132.00000 792.00
RIGHT OF WAY MARKER | | |
0050 615-06505 1.000 EACH | 2000.00000 2000.00| 1000.00000 1000.00| 1000.00000 1000.00
MONUMENT, B | | |
0051 616-02320 204.000 m2 | 7.00000 1428.00| 8.00000 1632.00| 4.57000 932.28
GEOTEXTILES | | |
0052 616-05688 70.700 Mg | 75.00000 5302.50| 77.00000 5443.90| 47.66000 3369.56
RIPRAP, CLASS 1 | | |
0053 616-06451 42.000 Mg | 50.00000 2100.00| 44.00000 1848.00| 36.67000 1540.14
RIPRAP, UNIFORM | | |
0054 621-01004 2.000 EACH | 500.00000 1000.00| 375.00000 750.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-01597 14.000 m2 | 13.00000 182.00| 10.00000 140.00| 12.05000 168.70
EROSION CONTROL, MAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -11
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1339168
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 621-01660 1005.000 m2 | 1.00000 1005.00| 0.65000 653.25| 0.90000 904.50
MULCHED SEEDING, LEGUME, 2 | | |
0057 621-01956 38.000 kg | 30.00000 1140.00| 20.62000 783.56| 28.55000 1084.90
SEED MIXTURE, LEGUME, 1 | | |
0058 621-06545 0.100 Mg | 2700.00000 270.00| 1800.00000 180.00| 2435.00000 243.50
FERTILIZER | | |
0059 621-06557 23.500 kg | 34.00000 799.00| 13.00000 305.50| 31.25000 734.38
SEED MIXTURE, T | | |
0060 621-06559 1749.000 m2 | 1.00000 1749.00| 0.65000 1136.85| 0.62000 1084.38
MULCHED SEEDING, R | | |
0061 621-06565 1.200 Mg | 555.00000 666.00| 575.00000 690.00| 515.00000 618.00
MULCHING MATERIAL | | |
0062 621-06567 5.300 kL | 6.00000 31.80| 10.00000 53.00| 5.00000 26.50
WATER | | |
0063 621-06574 245.000 m2 | 11.00000 2695.00| 7.75000 1898.75| 10.26000 2513.70
SODDING | | |
0064 628-09401 6.000 MOS | 3070.00000 18420.00| 1964.00000 11784.00| 2518.27000 15109.62
FIELD OFFICE, A | | |
0065 713-51334 LUMP | 102500.00000 102500.00| 64000.00000 64000.00| 102133.61000 102133.61
TEMPORARY PIPE AND APPROACHES | | |
0066 714-26726 20.120 m | 5095.00000 102511.40| 4700.00000 94564.00| 4000.00000 80480.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3600 mm x 2400 mm | | |
0067 715-05048 67.200 m | 50.00000 3360.00| 59.00000 3964.80| 50.00000 3360.00
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0068 715-05049 30.000 m | 60.00000 1800.00| 53.00000 1590.00| 65.00000 1950.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0069 715-05051 30.000 m | 64.00000 1920.00| 57.00000 1710.00| 75.00000 2250.00
PIPE, TYPE 4, CIRCULAR, 250 mm | | |
0070 715-05053 32.600 m | 47.00000 1532.20| 53.60000 1747.36| 35.00000 1141.00
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0071 715-05169 12.000 m | 104.00000 1248.00| 96.50000 1158.00| 199.65000 2395.80
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0072 715-46005 2.000 EACH | 315.00000 630.00| 300.00000 600.00| 518.41000 1036.82
PIPE END SECTION, 375 mm | | |
0073 718-06528 4.000 EACH | 800.00000 3200.00| 407.00000 1628.00| 818.91000 3275.64
OUTLET PROTECTOR, 1 | | |
0074 718-52610 7.200 m3 | 75.00000 540.00| 70.00000 504.00| 69.08000 497.38
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -12
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1339168
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 718-99153 69.000 m2 | 15.00000 1035.00| 2.30000 158.70| 7.72000 532.68
GEOTEXTILES FOR UNDERDRAIN | | |
0076 723-08608 42.000 m2 | 1160.00000 48720.00| 1300.00000 54600.00| 1000.00000 42000.00
WINGWALL | | |
0077 801-03290 4.000 EACH | 130.00000 520.00| 120.00000 480.00| 120.00000 480.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 2.000 EACH | 160.00000 320.00| 150.00000 300.00| 150.00000 300.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06203 1136.000 m | 1.00000 1136.00| 0.47000 533.92| 0.62000 704.32
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0080 801-06207 2172.000 m | 3.00000 6516.00| 2.65000 5755.80| 2.65000 5755.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0081 801-06640 19.000 EACH | 85.00000 1615.00| 80.00000 1520.00| 80.00000 1520.00
CONSTRUCTION SIGN, A | | |
0082 801-06645 14.000 EACH | 40.00000 560.00| 35.00000 490.00| 35.00000 490.00
CONSTRUCTION SIGN, B | | |
0083 801-06649 38.000 EACH | 10.00000 380.00| 10.00000 380.00| 10.00000 380.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0084 801-06775 LUMP | 2300.00000 2300.00| 15410.25000 15410.25| 7549.17000 7549.17
MAINTAINING TRAFFIC | | |
0085 801-07118 28.800 m | 35.00000 1008.00| 32.00000 921.60| 32.00000 921.60
BARRICADE, III-A | | |
0086 801-07119 14.400 m | 35.00000 504.00| 32.00000 460.80| 32.00000 460.80
BARRICADE, III-B | | |
0087 802-05701 6.000 m | 30.00000 180.00| 27.00000 162.00| 27.00000 162.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0088 802-99045 2.000 EACH | 75.00000 150.00| 70.00000 140.00| 70.00000 140.00
SIGN REMOUNTING | | |
0089 804-06725 10.000 EACH | 11.00000 110.00| 10.00000 100.00| 10.00000 100.00
DELINEATOR WITH POST, D1, 75 mm | | |
0090 804-06740 65.000 EACH | 11.00000 715.00| 10.00000 650.00| 10.00000 650.00
DELINEATOR WITH POST, D2 | | |
0091 808-06712 97.000 m | 2.00000 194.00| 0.49000 47.53| 1.00000 97.00
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0092 808-06713 776.000 m | 2.00000 1552.00| 0.49000 380.24| 1.00000 776.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0093 808-06716 280.000 m | 1.00000 280.00| 1.32000 369.60| 1.32000 369.60
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -13
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1339168
|PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 808-75996 11.000 EACH | 100.00000 1100.00| 24.68000 271.48| 68.74000 756.14
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0095 808-75998 16.000 EACH | 115.00000 1840.00| 91.80000 1468.80| 150.00000 2400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 692,984.60| $ 723,748.50| $ 770,778.26
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 692,984.60| $ 723,748.50| $ 770,778.26
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -14
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1067077 |( 9 ) 35-1139301
|HRP CONSTRUCTION INC |RITSCHARD BROTHERS |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 31438.00000 31438.00| 9500.00000 9500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 528.00000 528.00| 100.00000 100.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 125.00000 750.00| 100.00000 600.00| 80.00000 480.00
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 | 41000.00000 41000.00| 10380.00000 10380.00| 47500.00000 47500.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 16000.00000 16000.00| 41380.00000 41380.00| 19000.00000 19000.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 201.000 m2 | 8.65000 1738.65| 8.79000 1766.79| 25.00000 5025.00
PAVEMENT REMOVAL | | |
0013 202-02241 177.000 m | 19.35000 3424.95| 19.35000 3424.95| 19.30000 3416.10
GUARDRAIL, REMOVE | | |
0014 202-03000 LUMP | 750.00000 750.00| 441.00000 441.00| 8500.00000 8500.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0015 202-51330 LUMP | 35000.00000 35000.00| 10447.00000 10447.00| 25000.00000 25000.00
PRESENT STRUCTURE, REMOVE | | |
0016 202-99187 101.000 m | 12.00000 1212.00| 1.00000 101.00| 23.00000 2323.00
FENCE, FARM FIELD, REMOVE | | |
0017 203-02000 854.700 m3 | 12.00000 10256.40| 21.78000 18615.37| 48.00000 41025.60
EXCAVATION, COMMON | | |
0018 203-02070 120.000 m3 | 14.00000 1680.00| 41.75000 5010.00| 48.00000 5760.00
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -15
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1067077 |( 9 ) 35-1139301
|HRP CONSTRUCTION INC |RITSCHARD BROTHERS |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 33.000 Mg | 45.00000 1485.00| 98.22000 3241.26| 65.00000 2145.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06932 17.000 m | 127.65000 2170.05| 41.15000 699.55| 42.56000 723.52
TEMPORARY CHECK DAM, STRAW BALES | | |
0021 205-06937 160.000 m | 6.20000 992.00| 18.35000 2936.00| 6.20000 992.00
TEMPORARY SILT FENCE | | |
0022 205-09543 91.000 Mg | 30.00000 2730.00| 39.76000 3618.16| 90.00000 8190.00
NO 2 STONE | | |
0023 207-08263 1853.000 m2 | 18.00000 33354.00| 18.81000 34854.93| 13.50000 25015.50
SUBGRADE TREATMENT, TYPE IA | | |
0024 207-08267 1898.000 m2 | 9.00000 17082.00| 13.47000 25566.06| 28.00000 53144.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-09265 351.000 m3 | 40.00000 14040.00| 100.12000 35142.12| 80.00000 28080.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 899.800 Mg | 20.00000 17996.00| 31.24000 28109.75| 30.00000 26994.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-08210 46.200 Mg | 26.00000 1201.20| 108.23000 5000.23| 50.00000 2310.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0028 306-08043 260.000 m2 | 12.65000 3289.00| 1.11000 288.60| 12.00000 3120.00
MILLING, TRANSITION | | |
0029 402-07432 98.000 Mg | 79.00000 7742.00| 95.00000 9310.00| 95.00000 9310.00
HMA SURFACE, TYPE A | | |
0030 402-07433 179.100 Mg | 79.00000 14148.90| 65.00000 11641.50| 90.00000 16119.00
HMA SURFACE, TYPE B | | |
0031 402-07438 298.500 Mg | 70.00000 20895.00| 60.00000 17910.00| 75.00000 22387.50
HMA INTERMEDIATE, TYPE B | | |
0032 402-07440 293.900 Mg | 51.00000 14988.90| 60.00000 17634.00| 75.00000 22042.50
HMA BASE, TYPE A | | |
0033 402-07441 955.200 Mg | 51.00000 48715.20| 60.00000 57312.00| 65.00000 62088.00
HMA BASE, TYPE B | | |
0034 402-07784 58.600 Mg | 79.00000 4629.40| 95.00000 5567.00| 129.00000 7559.40
HMA SURFACE, TYPE D | | |
0035 402-07785 33.000 Mg | 70.00000 2310.00| 95.00000 3135.00| 115.00000 3795.00
HMA INTERMEDIATE, TYPE D | | |
0036 402-07786 166.500 Mg | 51.00000 8491.50| 60.00000 9990.00| 75.00000 12487.50
HMA BASE, TYPE D | | |
0037 406-05520 1.800 Mg | 1.00000 1.80| 0.01000 0.02| 535.00000 963.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -16
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1067077 |( 9 ) 35-1139301
|HRP CONSTRUCTION INC |RITSCHARD BROTHERS |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-01270 61.000 m | 28.00000 1708.00| 28.00000 1708.00| 40.00000 2440.00
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0039 601-01701 1.000 EACH | 1750.00000 1750.00| 1750.00000 1750.00| 1700.00000 1700.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0040 601-06854 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2200.00000 4400.00
GUARDRAIL, W-BEAM, NESTED | | |
0041 601-06854 2.000 EACH | 1950.00000 3900.00| 1950.00000 3900.00| 1800.00000 3600.00
GUARDRAIL, W-BEAM, NESTED TEMPORARY | | |
0042 601-94689 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 2400.00000 7200.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-97080 4.000 EACH | 2020.00000 8080.00| 2020.00000 8080.00| 2000.00000 8000.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0044 601-99105 106.700 m | 52.00000 5548.40| 52.00000 5548.40| 56.00000 5975.20
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0045 603-06040 99.000 m | 36.75000 3638.25| 38.26000 3787.74| 49.00000 4851.00
FENCE, FARM FIELD, 1190 mm | | |
0046 603-97461 84.000 m | 53.00000 4452.00| 19.73000 1657.32| 49.00000 4116.00
TEMPORARY FENCE | | |
0047 610-07487 111.400 Mg | 70.00000 7798.00| 95.00000 10583.00| 200.00000 22280.00
HMA FOR APPROACHES, TYPE B | | |
0048 611-06497 1.000 EACH | 345.00000 345.00| 345.00000 345.00| 250.00000 250.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 6.000 EACH | 132.00000 792.00| 132.00000 792.00| 240.00000 1440.00
RIGHT OF WAY MARKER | | |
0050 615-06505 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 930.00000 930.00
MONUMENT, B | | |
0051 616-02320 204.000 m2 | 2.00000 408.00| 0.87000 177.48| 6.00000 1224.00
GEOTEXTILES | | |
0052 616-05688 70.700 Mg | 50.00000 3535.00| 82.94000 5863.86| 130.00000 9191.00
RIPRAP, CLASS 1 | | |
0053 616-06451 42.000 Mg | 35.00000 1470.00| 47.44000 1992.48| 65.00000 2730.00
RIPRAP, UNIFORM | | |
0054 621-01004 2.000 EACH | 450.00000 900.00| 417.00000 834.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-01597 14.000 m2 | 12.05000 168.70| 11.12000 155.68| 12.05000 168.70
EROSION CONTROL, MAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -17
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1067077 |( 9 ) 35-1139301
|HRP CONSTRUCTION INC |RITSCHARD BROTHERS |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 621-01660 1005.000 m2 | 0.90000 904.50| 0.72000 723.60| 0.90000 904.50
MULCHED SEEDING, LEGUME, 2 | | |
0057 621-01956 38.000 kg | 28.55000 1084.90| 22.93000 871.34| 28.55000 1084.90
SEED MIXTURE, LEGUME, 1 | | |
0058 621-06545 0.100 Mg | 2435.00000 243.50| 2002.00000 200.20| 2435.00000 243.50
FERTILIZER | | |
0059 621-06557 23.500 kg | 31.25000 734.38| 14.50000 340.75| 31.25000 734.38
SEED MIXTURE, T | | |
0060 621-06559 1749.000 m2 | 0.62000 1084.38| 0.72000 1259.28| 0.62000 1084.38
MULCHED SEEDING, R | | |
0061 621-06565 1.200 Mg | 506.42000 607.70| 639.46000 767.35| 515.00000 618.00
MULCHING MATERIAL | | |
0062 621-06567 5.300 kL | 5.00000 26.50| 11.06000 58.62| 5.00000 26.50
WATER | | |
0063 621-06574 245.000 m2 | 13.40000 3283.00| 8.62000 2111.90| 10.26000 2513.70
SODDING | | |
0064 628-09401 6.000 MOS | 2100.00000 12600.00| 2048.00000 12288.00| 2100.00000 12600.00
FIELD OFFICE, A | | |
0065 713-51334 LUMP | 117000.00000 117000.00| 184631.00000 184631.00| 175350.00000 175350.00
TEMPORARY PIPE AND APPROACHES | | |
0066 714-26726 20.120 m | 7500.00000 150900.00| 8271.21000 166416.75| 5980.00000 120317.60
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3600 mm x 2400 mm | | |
0067 715-05048 67.200 m | 48.00000 3225.60| 43.46000 2920.51| 40.00000 2688.00
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0068 715-05049 30.000 m | 54.00000 1620.00| 53.65000 1609.50| 69.00000 2070.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0069 715-05051 30.000 m | 56.00000 1680.00| 58.74000 1762.20| 100.00000 3000.00
PIPE, TYPE 4, CIRCULAR, 250 mm | | |
0070 715-05053 32.600 m | 48.00000 1564.80| 26.79000 873.35| 65.00000 2119.00
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0071 715-05169 12.000 m | 60.00000 720.00| 115.17000 1382.04| 210.00000 2520.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0072 715-46005 2.000 EACH | 600.00000 1200.00| 275.00000 550.00| 570.00000 1140.00
PIPE END SECTION, 375 mm | | |
0073 718-06528 4.000 EACH | 1500.00000 6000.00| 1072.00000 4288.00| 665.00000 2660.00
OUTLET PROTECTOR, 1 | | |
0074 718-52610 7.200 m3 | 80.00000 576.00| 128.48000 925.06| 125.00000 900.00
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -18
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1067077 |( 9 ) 35-1139301
|HRP CONSTRUCTION INC |RITSCHARD BROTHERS |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 718-99153 69.000 m2 | 3.00000 207.00| 0.86000 59.34| 8.00000 552.00
GEOTEXTILES FOR UNDERDRAIN | | |
0076 723-08608 42.000 m2 | 2200.00000 92400.00| 1356.67000 56980.14| 1630.00000 68460.00
WINGWALL | | |
0077 801-03290 4.000 EACH | 120.00000 480.00| 120.00000 480.00| 145.00000 580.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 275.00000 550.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06203 1136.000 m | 2.04000 2317.44| 0.62000 704.32| 1.04000 1181.44
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0080 801-06207 2172.000 m | 2.65000 5755.80| 2.65000 5755.80| 3.25000 7059.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0081 801-06640 19.000 EACH | 80.00000 1520.00| 80.00000 1520.00| 135.00000 2565.00
CONSTRUCTION SIGN, A | | |
0082 801-06645 14.000 EACH | 35.00000 490.00| 35.00000 490.00| 48.00000 672.00
CONSTRUCTION SIGN, B | | |
0083 801-06649 38.000 EACH | 10.00000 380.00| 10.00000 380.00| 13.10000 497.80
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0084 801-06775 LUMP | 10000.00000 10000.00| 1500.00000 1500.00| 12500.00000 12500.00
MAINTAINING TRAFFIC | | |
0085 801-07118 28.800 m | 31.11000 895.97| 32.00000 921.60| 30.45000 876.96
BARRICADE, III-A | | |
0086 801-07119 14.400 m | 32.00000 460.80| 32.00000 460.80| 33.73000 485.71
BARRICADE, III-B | | |
0087 802-05701 6.000 m | 48.50000 291.00| 27.00000 162.00| 150.00000 900.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0088 802-99045 2.000 EACH | 115.00000 230.00| 70.00000 140.00| 200.00000 400.00
SIGN REMOUNTING | | |
0089 804-06725 10.000 EACH | 25.00000 250.00| 10.00000 100.00| 19.00000 190.00
DELINEATOR WITH POST, D1, 75 mm | | |
0090 804-06740 65.000 EACH | 26.00000 1690.00| 10.00000 650.00| 20.00000 1300.00
DELINEATOR WITH POST, D2 | | |
0091 808-06712 97.000 m | 1.00000 97.00| 1.12000 108.64| 1.02000 98.94
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0092 808-06713 776.000 m | 1.00000 776.00| 1.12000 869.12| 1.02000 791.52
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0093 808-06716 280.000 m | 1.32000 369.60| 1.32000 369.60| 1.65000 462.00
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 161 -19
TABULATION OF BIDS
ROUTE : 19
CALL ORDER : 161 CONTRACT ID : SR -26843-A COUNTIES : ELKHART
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1489621 |( 8 ) 35-1067077 |( 9 ) 35-1139301
|HRP CONSTRUCTION INC |RITSCHARD BROTHERS |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 808-75996 11.000 EACH | 95.00000 1045.00| 122.65000 1349.15| 21.00000 231.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0095 808-75998 16.000 EACH | 107.00000 1712.00| 91.80000 1468.80| 70.00000 1120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 823,924.17| $ 915,690.01| $ 990,545.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 823,924.17| $ 915,690.01| $ 990,545.35
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -1
VENDOR RANKING
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 66
CONTRACT TIME : 04/17/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3677012
3677012
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 O`MARA DAVE CONTRACTOR $ 793,449.25 100.0000%
2 35-1878024 RAGLE INC $ 855,008.81 107.7585%
3 90-0177865 HIS CONSTRUCTORS LLC $ 875,875.94 110.3884%
4 35-1385672 FORCE CONSTRUCTION CO INC $ 916,524.17 115.5114%
5 35-1673827 HENDERSON H E INC $ 924,052.90 116.4602%
6 35-1875662 CRIDER & CRIDER INC $ 930,132.31 117.2264%
7 35-1801998 CLR INC $ 935,294.74 117.8771%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,116,627.97 140.7309%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -2
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1878024 |( 3 ) 90-0177865
|O`MARA DAVE CONTRACTOR |RAGLE INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 7500.00000 7500.00| 7200.00000 7200.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 225.00000 450.00| 75.00000 150.00| 125.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 75.00000 2250.00| 60.00000 1800.00| 115.00000 3450.00
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 35500.00000 35500.00| 42500.00000 42500.00| 52000.00000 52000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 7500.00000 7500.00| 17000.00000 17000.00| 4000.00000 4000.00
CLEARING RIGHT OF WAY | | |
0013 202-02240 96.800 m2 | 17.00000 1645.60| 20.00000 1936.00| 39.00000 3775.20
PAVEMENT REMOVAL | | |
0014 202-02241 116.000 m | 8.75000 1015.00| 12.50000 1450.00| 9.00000 1044.00
GUARDRAIL, REMOVE | | |
0015 203-02000 1064.000 m3 | 23.50000 25004.00| 25.00000 26600.00| 25.50000 27132.00
EXCAVATION, COMMON | | |
0017 205-03371 160.000 m3 | 23.00000 3680.00| 5.00000 800.00| 20.00000 3200.00
SEDIMENT REMOVE | | |
0018 205-06932 21.000 m | 44.00000 924.00| 15.00000 315.00| 45.00000 945.00
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -3
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1878024 |( 3 ) 90-0177865
|O`MARA DAVE CONTRACTOR |RAGLE INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 424.000 m | 8.00000 3392.00| 9.00000 3816.00| 8.00000 3392.00
TEMPORARY SILT FENCE | | |
0020 205-09543 100.000 Mg | 22.00000 2200.00| 22.00000 2200.00| 26.00000 2600.00
NO 2 STONE | | |
0022 207-08263 3559.000 m2 | 15.00000 53385.00| 6.00000 21354.00| 13.50000 48046.50
SUBGRADE TREATMENT, TYPE IA | | |
0023 211-09264 166.000 m3 | 44.00000 7304.00| 30.00000 4980.00| 48.00000 7968.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 155.100 m3 | 86.00000 13338.60| 60.00000 9306.00| 68.00000 10546.80
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 89.000 m3 | 155.00000 13795.00| 200.00000 17800.00| 215.00000 19135.00
STRUCTURE BACKFILL, TYPE 5 | | |
0027 301-07448 800.000 Mg | 23.50000 18800.00| 25.00000 20000.00| 21.50000 17200.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08034 6290.000 m2 | 0.99000 6227.10| 0.15000 943.50| 0.50000 3145.00
MILLING, ASPHALT, 38 mm | | |
0029 402-07434 551.000 Mg | 86.50000 47661.50| 88.00000 48488.00| 120.00000 66120.00
HMA SURFACE, TYPE C | | |
0030 402-07439 378.400 Mg | 65.00000 24596.00| 66.50000 25163.60| 112.00000 42380.80
HMA INTERMEDIATE, TYPE C | | |
0031 402-07442 1481.400 Mg | 63.00000 93328.20| 64.60000 95698.44| 72.00000 106660.80
HMA BASE, TYPE C | | |
0032 402-07453 372.500 Mg | 76.00000 28310.00| 73.00000 27192.50| 80.00000 29800.00
HMA FOR TEMPORARY PAVEMENT | | |
0033 406-05521 22632.000 m2 | 0.13000 2942.16| 0.13000 2942.16| 0.16000 3621.12
ASPHALT FOR TACK COAT | | |
0034 601-01270 52.000 m | 72.00000 3744.00| 29.00000 1508.00| 73.00000 3796.00
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0035 601-02103 15.200 m | 101.00000 1535.20| 75.00000 1140.00| 102.00000 1550.40
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0036 601-94689 4.000 EACH | 2725.00000 10900.00| 2575.00000 10300.00| 2750.00000 11000.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-97080 2.000 EACH | 1465.00000 2930.00| 2110.00000 4220.00| 1480.00000 2960.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 68.700 m | 91.00000 6251.70| 52.80000 3627.36| 92.00000 6320.40
GUARDRAIL, W BEAM, 1.905 m SPACING , 2. | | |
13 m POST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -4
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1878024 |( 3 ) 90-0177865
|O`MARA DAVE CONTRACTOR |RAGLE INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-99105 7.600 m | 138.00000 1048.80| 52.80000 401.28| 140.00000 1064.00
GUARDRAIL, W BEAM, 1.905 m SPACING , | | |
MODIFIED POST, 1.83 M POST | | |
0040 601-99105 7.600 m | 600.00000 4560.00| 155.00000 1178.00| 204.00000 1550.40
GUARDRAIL, W BEAM, 1.905 m SPACING , | | |
MODIFIED POST, ANCHORED POST | | |
0041 606-07484 670.000 m | 6.25000 4187.50| 6.00000 4020.00| 6.25000 4187.50
MILLED HMA SHOULDER CORRUGATIONS | | |
0042 615-06490 20.000 EACH | 120.00000 2400.00| 135.00000 2700.00| 122.00000 2440.00
RIGHT OF WAY MARKER | | |
0043 615-06505 4.000 EACH | 625.00000 2500.00| 720.00000 2880.00| 632.00000 2528.00
MONUMENT, B | | |
0044 616-02320 344.000 m2 | 1.75000 602.00| 2.75000 946.00| 6.25000 2150.00
GEOTEXTILES | | |
0045 616-06405 1062.000 Mg | 26.25000 27877.50| 30.00000 31860.00| 22.50000 23895.00
RIPRAP, REVETMENT | | |
0046 621-01004 2.000 EACH | 770.00000 1540.00| 735.00000 1470.00| 780.00000 1560.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02363 1100.000 m2 | 1.90000 2090.00| 1.78000 1958.00| 1.95000 2145.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0048 621-06545 0.300 Mg | 2625.00000 787.50| 2500.00000 750.00| 2650.00000 795.00
FERTILIZER | | |
0049 621-06553 56.000 kg | 29.00000 1624.00| 27.60000 1545.60| 29.00000 1624.00
SEED MIXTURE, R | | |
0050 621-06565 1.500 Mg | 2000.00000 3000.00| 1900.00000 2850.00| 2000.00000 3000.00
MULCHING MATERIAL | | |
0051 621-06567 75.000 kL | 1.05000 78.75| 1.00000 75.00| 1.00000 75.00
WATER | | |
0052 621-06574 177.000 m2 | 22.50000 3982.50| 20.00000 3540.00| 22.00000 3894.00
SODDING | | |
0053 622-05650 16.000 EACH | 280.00000 4480.00| 265.00000 4240.00| 281.00000 4496.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 50 TO 63 mm | | |
0054 622-52436 4.000 EACH | 36.00000 144.00| 35.00000 140.00| 37.00000 148.00
SIGN, DO NOT MOW OR SPRAY | | |
0055 628-09402 15.000 MOS | 1450.00000 21750.00| 750.00000 11250.00| 1475.00000 22125.00
FIELD OFFICE, B | | |
0056 628-09407 15.000 MOS | 100.00000 1500.00| 50.00000 750.00| 246.00000 3690.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -5
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1878024 |( 3 ) 90-0177865
|O`MARA DAVE CONTRACTOR |RAGLE INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 701-51190 310.000 m | 155.00000 48050.00| 90.00000 27900.00| 130.00000 40300.00
PILE, STEEL H, HP 250mm X 62 | | |
0058 701-91792 26.000 EACH | 110.00000 2860.00| 250.00000 6500.00| 79.00000 2054.00
PILE TIP, STEEL H , HP 250 X 62 | | |
0059 714-08514 41.800 m2 | 750.00000 31350.00| 485.00000 20273.00| 1595.00000 66671.00
WINGWALL | | |
0060 715-04509 9.000 m | 1711.00000 15399.00| 750.00000 6750.00| 638.00000 5742.00
TEMPORARY PIPE , 3.6 m2 DRAINAGE AREA | | |
MINIMUM | | |
0061 715-04509 24.000 m | 70.00000 1680.00| 85.00000 2040.00| 58.00000 1392.00
TEMPORARY PIPE , 300 mm | | |
0062 715-05121 17.500 m | 100.00000 1750.00| 80.00000 1400.00| 82.00000 1435.00
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0063 715-05171 30.300 m | 125.00000 3787.50| 92.00000 2787.60| 63.00000 1908.90
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0064 715-46010 3.000 EACH | 425.00000 1275.00| 550.00000 1650.00| 862.00000 2586.00
PIPE END SECTION, 450 mm | | |
0065 723-06927 19.650 m | 5200.00000 102180.00| 10711.11000 210473.31| 5000.00000 98250.00
STRUCTURE, PRECAST THREE-SIDED, , 7310 | | |
mm X 1220 mm | | |
0066 801-03290 3.000 EACH | 290.00000 870.00| 297.00000 891.00| 292.00000 876.00
CONSTRUCTION SIGN, C | | |
0067 801-04308 3.000 EACH | 310.00000 930.00| 349.00000 1047.00| 314.00000 942.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0068 801-06203 2022.000 m | 0.95000 1920.90| 0.88000 1779.36| 0.95000 1920.90
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0069 801-06207 388.000 m | 3.30000 1280.40| 3.25000 1261.00| 3.50000 1358.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0070 801-06640 7.000 EACH | 145.00000 1015.00| 199.00000 1393.00| 143.00000 1001.00
CONSTRUCTION SIGN, A | | |
0071 801-06645 1.000 EACH | 63.00000 63.00| 75.00000 75.00| 64.00000 64.00
CONSTRUCTION SIGN, B | | |
0072 801-06775 LUMP | 34000.00000 34000.00| 16000.00000 16000.00| 43725.00000 43725.00
MAINTAINING TRAFFIC | | |
0073 801-07118 40.000 m | 72.00000 2880.00| 75.00000 3000.00| 72.00000 2880.00
BARRICADE, III-A | | |
0074 801-07119 10.000 m | 86.50000 865.00| 75.00000 750.00| 87.00000 870.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -6
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1878024 |( 3 ) 90-0177865
|O`MARA DAVE CONTRACTOR |RAGLE INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-08401 100.000 m | 115.00000 11500.00| 275.00000 27500.00| 77.00000 7700.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | |
ANCHORED | | |
0076 802-05701 19.500 m | 38.00000 741.00| 36.00000 702.00| 38.00000 741.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 802-76025 0.470 m2 | 192.00000 90.24| 570.00000 267.90| 194.00000 91.18
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0078 802-76035 0.940 m2 | 215.00000 202.10| 290.00000 272.60| 216.00000 203.04
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0079 808-06703 975.000 m | 1.50000 1462.50| 1.85000 1803.75| 1.50000 1462.50
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0080 808-06705 47.000 m | 3.00000 141.00| 4.85000 227.95| 3.00000 141.00
LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | |
mm | | |
0081 808-06716 480.000 m | 3.15000 1512.00| 1.65000 792.00| 3.25000 1560.00
LINE, REMOVE | | |
0082 808-75245 934.000 m | 1.50000 1401.00| 1.85000 1727.90| 1.50000 1401.00
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0083 808-75297 14.000 m | 37.50000 525.00| 14.50000 203.00| 37.50000 525.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0084 202-02286 1.000 EACH | 7000.00000 7000.00| 37000.00000 37000.00| 9850.00000 9850.00
PRESENT STRUCTURE, REMOVE | | |
0085 203-02070 350.000 m3 | 17.00000 5950.00| 15.00000 5250.00| 21.75000 7612.50
BORROW | | |
SECTION TOTALS | $ 793,449.25| $ 855,008.81| $ 875,875.94
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 793,449.25| $ 855,008.81| $ 875,875.94
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -7
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1673827 |( 6 ) 35-1875662
|FORCE CONSTRUCTION CO INC |HENDERSON H E INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 4700.00000 4700.00| 19166.00000 19166.00| 6931.86000 6931.86
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 235.00000 470.00| 85.60000 171.20| 230.00000 460.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 50.00000 1500.00| 85.60000 2568.00| 115.00000 3450.00
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 45818.05000 45818.05| 42471.00000 42471.00| 46500.00000 46500.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 22458.02000 22458.02| 4344.60000 4344.60| 18600.00000 18600.00
CLEARING RIGHT OF WAY | | |
0013 202-02240 96.800 m2 | 26.04900 2521.54| 10.84000 1049.31| 14.00000 1355.20
PAVEMENT REMOVAL | | |
0014 202-02241 116.000 m | 8.50000 986.00| 10.77000 1249.32| 10.00000 1160.00
GUARDRAIL, REMOVE | | |
0015 203-02000 1064.000 m3 | 11.78200 12536.05| 9.52000 10129.28| 14.00000 14896.00
EXCAVATION, COMMON | | |
0017 205-03371 160.000 m3 | 45.86300 7338.08| 28.63000 4580.80| 11.00000 1760.00
SEDIMENT REMOVE | | |
0018 205-06932 21.000 m | 42.65000 895.65| 44.78000 940.38| 36.00000 756.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0019 205-06937 424.000 m | 7.70000 3264.80| 8.09000 3430.16| 9.00000 3816.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -8
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1673827 |( 6 ) 35-1875662
|FORCE CONSTRUCTION CO INC |HENDERSON H E INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-09543 100.000 Mg | 35.23400 3523.40| 55.20000 5520.00| 19.00000 1900.00
NO 2 STONE | | |
0022 207-08263 3559.000 m2 | 12.82000 45626.38| 18.02000 64133.18| 12.00000 42708.00
SUBGRADE TREATMENT, TYPE IA | | |
0023 211-09264 166.000 m3 | 42.13000 6993.58| 64.42000 10693.72| 52.00000 8632.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 155.100 m3 | 42.21000 6546.77| 111.64000 17315.36| 82.00000 12718.20
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 89.000 m3 | 81.96600 7294.97| 113.07000 10063.23| 82.00000 7298.00
STRUCTURE BACKFILL, TYPE 5 | | |
0027 301-07448 800.000 Mg | 25.50300 20402.40| 26.87000 21496.00| 20.00000 16000.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08034 6290.000 m2 | 0.91500 5755.35| 1.79000 11259.10| 0.40000 2516.00
MILLING, ASPHALT, 38 mm | | |
0029 402-07434 551.000 Mg | 88.00000 48488.00| 118.65000 65376.15| 130.00000 71630.00
HMA SURFACE, TYPE C | | |
0030 402-07439 378.400 Mg | 66.50000 25163.60| 110.25000 41718.60| 121.00000 45786.40
HMA INTERMEDIATE, TYPE C | | |
0031 402-07442 1481.400 Mg | 64.60000 95698.44| 71.40000 105771.96| 78.00000 115549.20
HMA BASE, TYPE C | | |
0032 402-07453 372.500 Mg | 73.00000 27192.50| 97.35000 36262.88| 87.00000 32407.50
HMA FOR TEMPORARY PAVEMENT | | |
0033 406-05521 22632.000 m2 | 0.13000 2942.16| 0.16000 3621.12| 0.17000 3847.44
ASPHALT FOR TACK COAT | | |
0034 601-01270 52.000 m | 68.55000 3564.60| 30.45000 1583.40| 79.00000 4108.00
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0035 601-02103 15.200 m | 96.50000 1466.80| 78.75000 1197.00| 112.00000 1702.40
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0036 601-94689 4.000 EACH | 2595.00000 10380.00| 2703.75000 10815.00| 3000.00000 12000.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-97080 2.000 EACH | 1395.00000 2790.00| 2215.50000 4431.00| 1600.00000 3200.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 68.700 m | 86.50000 5942.55| 55.44000 3808.73| 100.00000 6870.00
GUARDRAIL, W BEAM, 1.905 m SPACING , 2. | | |
13 m POST | | |
0039 601-99105 7.600 m | 131.50000 999.40| 55.44000 421.34| 151.00000 1147.60
GUARDRAIL, W BEAM, 1.905 m SPACING , | | |
MODIFIED POST, 1.83 M POST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -9
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1673827 |( 6 ) 35-1875662
|FORCE CONSTRUCTION CO INC |HENDERSON H E INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-99105 7.600 m | 192.00000 1459.20| 162.75000 1236.90| 220.00000 1672.00
GUARDRAIL, W BEAM, 1.905 m SPACING , | | |
MODIFIED POST, ANCHORED POST | | |
0041 606-07484 670.000 m | 10.58900 7094.63| 6.30000 4221.00| 7.00000 4690.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0042 615-06490 20.000 EACH | 115.00000 2300.00| 141.75000 2835.00| 132.00000 2640.00
RIGHT OF WAY MARKER | | |
0043 615-06505 4.000 EACH | 595.00000 2380.00| 756.00000 3024.00| 685.00000 2740.00
MONUMENT, B | | |
0044 616-02320 344.000 m2 | 3.10200 1067.09| 3.75000 1290.00| 2.00000 688.00
GEOTEXTILES | | |
0045 616-06405 1062.000 Mg | 24.84700 26387.51| 29.01000 30808.62| 24.00000 25488.00
RIPRAP, REVETMENT | | |
0046 621-01004 2.000 EACH | 735.00000 1470.00| 771.75000 1543.50| 950.00000 1900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02363 1100.000 m2 | 1.78000 1958.00| 1.87000 2057.00| 2.00000 2200.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0048 621-06545 0.300 Mg | 2500.00000 750.00| 2625.00000 787.50| 2900.00000 870.00
FERTILIZER | | |
0049 621-06553 56.000 kg | 27.60000 1545.60| 28.98000 1622.88| 32.00000 1792.00
SEED MIXTURE, R | | |
0050 621-06565 1.500 Mg | 1900.00000 2850.00| 1995.00000 2992.50| 2200.00000 3300.00
MULCHING MATERIAL | | |
0051 621-06567 75.000 kL | 1.00000 75.00| 1.05000 78.75| 1.00000 75.00
WATER | | |
0052 621-06574 177.000 m2 | 21.40000 3787.80| 22.47000 3977.19| 25.00000 4425.00
SODDING | | |
0053 622-05650 16.000 EACH | 265.00000 4240.00| 278.25000 4452.00| 300.00000 4800.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 50 TO 63 mm | | |
0054 622-52436 4.000 EACH | 35.00000 140.00| 36.75000 147.00| 40.00000 160.00
SIGN, DO NOT MOW OR SPRAY | | |
0055 628-09402 15.000 MOS | 1726.02600 25890.39| 1712.00000 25680.00| 2350.00000 35250.00
FIELD OFFICE, B | | |
0056 628-09407 15.000 MOS | 340.47200 5107.08| 267.50000 4012.50| 250.00000 3750.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0057 701-51190 310.000 m | 115.09000 35677.90| 123.66000 38334.60| 173.00000 53630.00
PILE, STEEL H, HP 250mm X 62 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -10
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1673827 |( 6 ) 35-1875662
|FORCE CONSTRUCTION CO INC |HENDERSON H E INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 701-91792 26.000 EACH | 105.70000 2748.20| 128.40000 3338.40| 104.00000 2704.00
PILE TIP, STEEL H , HP 250 X 62 | | |
0059 714-08514 41.800 m2 | 1071.64700 44794.84| 731.49000 30576.28| 1100.00000 45980.00
WINGWALL | | |
0060 715-04509 9.000 m | 908.80900 8179.28| 598.06000 5382.54| 1900.00000 17100.00
TEMPORARY PIPE , 3.6 m2 DRAINAGE AREA | | |
MINIMUM | | |
0061 715-04509 24.000 m | 105.86700 2540.81| 89.26000 2142.24| 81.00000 1944.00
TEMPORARY PIPE , 300 mm | | |
0062 715-05121 17.500 m | 90.05700 1576.00| 114.38000 2001.65| 84.00000 1470.00
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0063 715-05171 30.300 m | 81.76700 2477.54| 77.56000 2350.07| 85.00000 2575.50
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0064 715-46010 3.000 EACH | 483.82000 1451.46| 504.58000 1513.74| 345.00000 1035.00
PIPE END SECTION, 450 mm | | |
0065 723-06927 19.650 m | 5244.20300 103048.59| 9004.96000 176947.46| 5000.00000 98250.00
STRUCTURE, PRECAST THREE-SIDED, , 7310 | | |
mm X 1220 mm | | |
0066 801-03290 3.000 EACH | 275.00000 825.00| 311.85000 935.55| 317.00000 951.00
CONSTRUCTION SIGN, C | | |
0067 801-04308 3.000 EACH | 295.00000 885.00| 366.45000 1099.35| 340.00000 1020.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0068 801-06203 2022.000 m | 0.92000 1860.24| 0.92000 1860.24| 1.00000 2022.00
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0069 801-06207 388.000 m | 3.28000 1272.64| 3.41000 1323.08| 4.00000 1552.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0070 801-06640 7.000 EACH | 135.00000 945.00| 208.95000 1462.65| 156.00000 1092.00
CONSTRUCTION SIGN, A | | |
0071 801-06645 1.000 EACH | 60.00000 60.00| 78.75000 78.75| 69.00000 69.00
CONSTRUCTION SIGN, B | | |
0072 801-06775 LUMP | 123010.44000 123010.44| 17732.00000 17732.00| 61000.00000 61000.00
MAINTAINING TRAFFIC | | |
0073 801-07118 40.000 m | 68.50000 2740.00| 78.75000 3150.00| 79.00000 3160.00
BARRICADE, III-A | | |
0074 801-07119 10.000 m | 82.20000 822.00| 78.75000 787.50| 95.00000 950.00
BARRICADE, III-B | | |
0075 801-08401 100.000 m | 195.66600 19566.60| 125.99000 12599.00| 155.00000 15500.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | |
ANCHORED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -11
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1673827 |( 6 ) 35-1875662
|FORCE CONSTRUCTION CO INC |HENDERSON H E INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 802-05701 19.500 m | 35.95000 701.03| 37.80000 737.10| 41.00000 799.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 802-76025 0.470 m2 | 182.91500 85.97| 598.50000 281.30| 211.00000 99.17
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0078 802-76035 0.940 m2 | 204.43600 192.17| 304.50000 286.23| 236.00000 221.84
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0079 808-06703 975.000 m | 1.44000 1404.00| 1.94000 1891.50| 2.00000 1950.00
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0080 808-06705 47.000 m | 2.88000 135.36| 5.09000 239.23| 3.00000 141.00
LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | |
mm | | |
0081 808-06716 480.000 m | 3.00000 1440.00| 1.73000 830.40| 3.50000 1680.00
LINE, REMOVE | | |
0082 808-75245 934.000 m | 1.44000 1344.96| 1.94000 1811.96| 1.75000 1634.50
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0083 808-75297 14.000 m | 35.40000 495.60| 15.23000 213.22| 41.00000 574.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0084 202-02286 1.000 EACH | 31108.65000 31108.65| 9116.20000 9116.20| 10000.00000 10000.00
PRESENT STRUCTURE, REMOVE | | |
0085 203-02070 350.000 m3 | 38.19000 13366.50| 24.77000 8669.50| 42.50000 14875.00
BORROW | | |
SECTION TOTALS | $ 916,524.17| $ 924,052.90| $ 930,132.31
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 916,524.17| $ 924,052.90| $ 930,132.31
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -12
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1618530 |( )
|CLR INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 5250.00000 5250.00| 7000.00000 7000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 350.00000 700.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 60.00000 1800.00| 75.00000 2250.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 46250.00000 46250.00| 55831.39000 55831.39|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 18500.00000 18500.00| 22332.55000 22332.55|
CLEARING RIGHT OF WAY | | |
0013 202-02240 96.800 m2 | 40.00000 3872.00| 30.00000 2904.00|
PAVEMENT REMOVAL | | |
0014 202-02241 116.000 m | 28.00000 3248.00| 8.50000 986.00|
GUARDRAIL, REMOVE | | |
0015 203-02000 1064.000 m3 | 18.00000 19152.00| 30.00000 31920.00|
EXCAVATION, COMMON | | |
0017 205-03371 160.000 m3 | 11.25000 1800.00| 35.00000 5600.00|
SEDIMENT REMOVE | | |
0018 205-06932 21.000 m | 75.00000 1575.00| 42.65000 895.65|
TEMPORARY CHECK DAM, STRAW BALES | | |
0019 205-06937 424.000 m | 15.00000 6360.00| 7.70000 3264.80|
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -13
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1618530 |( )
|CLR INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-09543 100.000 Mg | 24.00000 2400.00| 40.00000 4000.00|
NO 2 STONE | | |
0022 207-08263 3559.000 m2 | 12.25000 43597.75| 24.44000 86981.96|
SUBGRADE TREATMENT, TYPE IA | | |
0023 211-09264 166.000 m3 | 66.00000 10956.00| 60.00000 9960.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 155.100 m3 | 69.00000 10701.90| 60.00000 9306.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 89.000 m3 | 146.00000 12994.00| 200.00000 17800.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0027 301-07448 800.000 Mg | 23.00000 18400.00| 30.00000 24000.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08034 6290.000 m2 | 0.90000 5661.00| 4.00000 25160.00|
MILLING, ASPHALT, 38 mm | | |
0029 402-07434 551.000 Mg | 96.75000 53309.25| 88.00000 48488.00|
HMA SURFACE, TYPE C | | |
0030 402-07439 378.400 Mg | 96.50000 36515.60| 66.50000 25163.60|
HMA INTERMEDIATE, TYPE C | | |
0031 402-07442 1481.400 Mg | 62.00000 91846.80| 64.60000 95698.44|
HMA BASE, TYPE C | | |
0032 402-07453 372.500 Mg | 106.00000 39485.00| 73.00000 27192.50|
HMA FOR TEMPORARY PAVEMENT | | |
0033 406-05521 22632.000 m2 | 0.13000 2942.16| 0.13000 2942.16|
ASPHALT FOR TACK COAT | | |
0034 601-01270 52.000 m | 31.00000 1612.00| 68.55000 3564.60|
GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | |
TEMPORARY PIPE AND APPROACHES | | |
0035 601-02103 15.200 m | 80.00000 1216.00| 96.50000 1466.80|
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0036 601-94689 4.000 EACH | 2750.00000 11000.00| 2595.00000 10380.00|
GUARDRAIL END TREATMENT, OS | | |
0037 601-97080 2.000 EACH | 2250.00000 4500.00| 1395.00000 2790.00|
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 68.700 m | 73.00000 5015.10| 86.50000 5942.55|
GUARDRAIL, W BEAM, 1.905 m SPACING , 2. | | |
13 m POST | | |
0039 601-99105 7.600 m | 56.00000 425.60| 131.50000 999.40|
GUARDRAIL, W BEAM, 1.905 m SPACING , | | |
MODIFIED POST, 1.83 M POST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -14
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1618530 |( )
|CLR INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-99105 7.600 m | 700.00000 5320.00| 192.00000 1459.20|
GUARDRAIL, W BEAM, 1.905 m SPACING , | | |
MODIFIED POST, ANCHORED POST | | |
0041 606-07484 670.000 m | 6.50000 4355.00| 6.00000 4020.00|
MILLED HMA SHOULDER CORRUGATIONS | | |
0042 615-06490 20.000 EACH | 145.00000 2900.00| 115.00000 2300.00|
RIGHT OF WAY MARKER | | |
0043 615-06505 4.000 EACH | 650.00000 2600.00| 595.00000 2380.00|
MONUMENT, B | | |
0044 616-02320 344.000 m2 | 4.50000 1548.00| 4.00000 1376.00|
GEOTEXTILES | | |
0045 616-06405 1062.000 Mg | 22.35000 23735.70| 40.00000 42480.00|
RIPRAP, REVETMENT | | |
0046 621-01004 2.000 EACH | 825.00000 1650.00| 735.00000 1470.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02363 1100.000 m2 | 2.60000 2860.00| 1.78000 1958.00|
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0048 621-06545 0.300 Mg | 6000.00000 1800.00| 2500.00000 750.00|
FERTILIZER | | |
0049 621-06553 56.000 kg | 41.00000 2296.00| 27.60000 1545.60|
SEED MIXTURE, R | | |
0050 621-06565 1.500 Mg | 2800.00000 4200.00| 1900.00000 2850.00|
MULCHING MATERIAL | | |
0051 621-06567 75.000 kL | 0.90000 67.50| 1.00000 75.00|
WATER | | |
0052 621-06574 177.000 m2 | 24.00000 4248.00| 21.40000 3787.80|
SODDING | | |
0053 622-05650 16.000 EACH | 265.00000 4240.00| 265.00000 4240.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 50 TO 63 mm | | |
0054 622-52436 4.000 EACH | 35.00000 140.00| 35.00000 140.00|
SIGN, DO NOT MOW OR SPRAY | | |
0055 628-09402 15.000 MOS | 1475.00000 22125.00| 2500.00000 37500.00|
FIELD OFFICE, B | | |
0056 628-09407 15.000 MOS | 120.00000 1800.00| 350.00000 5250.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0057 701-51190 310.000 m | 135.00000 41850.00| 150.00000 46500.00|
PILE, STEEL H, HP 250mm X 62 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -15
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1618530 |( )
|CLR INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 701-91792 26.000 EACH | 95.00000 2470.00| 100.00000 2600.00|
PILE TIP, STEEL H , HP 250 X 62 | | |
0059 714-08514 41.800 m2 | 625.00000 26125.00| 1000.00000 41800.00|
WINGWALL | | |
0060 715-04509 9.000 m | 1350.00000 12150.00| 1200.00000 10800.00|
TEMPORARY PIPE , 3.6 m2 DRAINAGE AREA | | |
MINIMUM | | |
0061 715-04509 24.000 m | 80.00000 1920.00| 200.00000 4800.00|
TEMPORARY PIPE , 300 mm | | |
0062 715-05121 17.500 m | 80.00000 1400.00| 150.00000 2625.00|
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0063 715-05171 30.300 m | 75.00000 2272.50| 200.00000 6060.00|
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0064 715-46010 3.000 EACH | 375.00000 1125.00| 650.00000 1950.00|
PIPE END SECTION, 450 mm | | |
0065 723-06927 19.650 m | 9700.00000 190605.00| 9500.00000 186675.00|
STRUCTURE, PRECAST THREE-SIDED, , 7310 | | |
mm X 1220 mm | | |
0066 801-03290 3.000 EACH | 315.00000 945.00| 275.00000 825.00|
CONSTRUCTION SIGN, C | | |
0067 801-04308 3.000 EACH | 390.00000 1170.00| 295.00000 885.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0068 801-06203 2022.000 m | 0.93000 1880.46| 0.92000 1860.24|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0069 801-06207 388.000 m | 3.45000 1338.60| 3.28000 1272.64|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0070 801-06640 7.000 EACH | 325.00000 2275.00| 135.00000 945.00|
CONSTRUCTION SIGN, A | | |
0071 801-06645 1.000 EACH | 125.00000 125.00| 60.00000 60.00|
CONSTRUCTION SIGN, B | | |
0072 801-06775 LUMP | 42000.00000 42000.00| 38000.00000 38000.00|
MAINTAINING TRAFFIC | | |
0073 801-07118 40.000 m | 80.00000 3200.00| 68.50000 2740.00|
BARRICADE, III-A | | |
0074 801-07119 10.000 m | 80.00000 800.00| 82.20000 822.00|
BARRICADE, III-B | | |
0075 801-08401 100.000 m | 105.00000 10500.00| 200.00000 20000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | |
ANCHORED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 171 -16
TABULATION OF BIDS
ROUTE : 54
CALL ORDER : 171 CONTRACT ID : SR -28081-A COUNTIES : SULLIVAN
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1618530 |( )
|CLR INC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 802-05701 19.500 m | 40.00000 780.00| 35.95000 701.03|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 802-76025 0.470 m2 | 850.00000 399.50| 182.91000 85.97|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0078 802-76035 0.940 m2 | 425.00000 399.50| 204.44000 192.17|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0079 808-06703 975.000 m | 1.96000 1911.00| 1.44000 1404.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0080 808-06705 47.000 m | 7.50000 352.50| 2.88000 135.36|
LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | |
mm | | |
0081 808-06716 480.000 m | 1.75000 840.00| 3.00000 1440.00|
LINE, REMOVE | | |
0082 808-75245 934.000 m | 2.00000 1868.00| 1.44000 1344.96|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0083 808-75297 14.000 m | 15.38000 215.32| 35.40000 495.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0084 202-02286 1.000 EACH | 21000.00000 21000.00| 80000.00000 80000.00|
PRESENT STRUCTURE, REMOVE | | |
0085 203-02070 350.000 m3 | 48.00000 16800.00| 30.00000 10500.00|
BORROW | | |
SECTION TOTALS | $ 935,294.74| $ 1,116,627.97| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 935,294.74| $ 1,116,627.97| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -1
VENDOR RANKING
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/11/11 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0200539
0900008
0900238
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 13,813,000.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 14,125,400.00 102.2616%
3 35-1461789 POINDEXTER EXCAVATING $ 14,580,489.20 105.5563%
4 35-1875662 CRIDER & CRIDER INC $ 14,782,360.17 107.0177%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -2
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW SIGNS
| | |
0001 105-06845 LUMP | 105000.00000 105000.00| 75000.00000 75000.00| 156000.00000 156000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 5.000 EACH | 100.00000 500.00| 115.00000 575.00| 600.00000 3000.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 180.000 MOS | 100.00000 18000.00| 85.00000 15300.00| 100.00000 18000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 510543.04000 510543.04| 700500.00000 700500.00| 720000.00000 720000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 113-01614 LUMP | 13500.00000 13500.00| 9000.00000 9000.00| 25000.00000 25000.00
PARTNERING OVERHEAD | | |
0014 201-52370 LUMP | 80000.00000 80000.00| 210000.00000 210000.00| 260000.00000 260000.00
CLEARING RIGHT OF WAY | | |
0015 202-01000 LUMP | 92500.00000 92500.00| 20000.00000 20000.00| 92500.00000 92500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0016 202-02241 1306.000 LFT | 0.65000 848.90| 4.00000 5224.00| 1.00000 1306.00
GUARDRAIL, REMOVE | | |
0017 203-02000 138734.000 CYS | 8.00000 1109872.00| 10.00000 1387340.00| 8.00000 1109872.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -3
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-03371 15.000 CYS | 80.00000 1200.00| 40.00000 600.00| 80.00000 1200.00
SEDIMENT, REMOVE | | |
0019 205-06931 689.000 TON | 32.00000 22048.00| 35.00000 24115.00| 32.00000 22048.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06933 2.000 EACH | 156.00000 312.00| 160.00000 320.00| 200.00000 400.00
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06936 444.000 TON | 30.00000 13320.00| 24.00000 10656.00| 30.00000 13320.00
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 7067.000 LFT | 1.15000 8127.05| 1.70000 12013.90| 1.25000 8833.75
TEMPORARY SILT FENCE | | |
0023 205-09543 100.000 TON | 40.00000 4000.00| 12.50000 1250.00| 40.00000 4000.00
NO 2 STONE | | |
0024 207-08263 182480.000 SYS | 3.95000 720796.00| 3.90000 711672.00| 3.70000 675176.00
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08266 10314.000 SYS | 5.00000 51570.00| 7.45000 76839.30| 4.00000 41256.00
SUBGRADE TREATMENT, TYPE III | | |
0026 207-08267 7861.000 SYS | 8.10000 63674.10| 10.85000 85291.85| 8.10000 63674.10
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-02050 4225.000 CYS | 10.50000 44362.50| 8.95000 37813.75| 10.50000 44362.50
B BORROW | | |
0028 211-09264 1054.000 CYS | 25.00000 26350.00| 26.00000 27404.00| 25.00000 26350.00
STRUCTURE BACKFILL, TYPE 1 | | |
0029 211-09268 2050.000 CYS | 56.00000 114800.00| 105.00000 215250.00| 56.00000 114800.00
STRUCTURE BACKFILL, TYPE 5 | | |
0031 301-07448 26222.000 TON | 15.25000 399885.50| 13.65000 357930.30| 15.00000 393330.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 303-01180 32049.000 TON | 14.00000 448686.00| 10.00000 320490.00| 15.00000 480735.00
COMPACTED AGGREGATE, NO. 53 | | |
0033 303-04489 681.000 TON | 32.00000 21792.00| 23.00000 15663.00| 32.00000 21792.00
COMPACTED CRUSHED AGGREGATE, 8 | | |
0034 306-08043 244.000 SYS | 7.00000 1708.00| 13.50000 3294.00| 35.00000 8540.00
MILLING, TRANSITION | | |
0035 401-06264 LUMP | 6000.00000 6000.00| 3500.00000 3500.00| 5500.00000 5500.00
PROFILOGRAPH, HMA | | |
0036 401-07320 5257.000 TON | 60.00000 315420.00| 56.00000 294392.00| 71.00000 373247.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0037 401-07328 12112.000 TON | 70.00000 847840.00| 62.00000 750944.00| 74.00000 896288.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0038 401-07398 24343.000 TON | 55.00000 1338865.00| 51.00000 1241493.00| 56.70000 1380248.10
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -4
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 401-07406 16088.000 TON | 45.50000 732004.00| 51.00000 820488.00| 54.30000 873578.40
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0040 401-07424 36884.000 TON | 52.50000 1936410.00| 61.00000 2249924.00| 54.30000 2002801.20
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0041 401-07429 18018.000 TON | 57.50000 1036035.00| 62.00000 1117116.00| 63.70000 1147746.60
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0042 402-07433 649.000 TON | 135.00000 87615.00| 90.00000 58410.00| 76.00000 49324.00
HMA SURFACE, TYPE B | | |
0043 402-07438 1448.000 TON | 78.00000 112944.00| 75.00000 108600.00| 66.00000 95568.00
HMA INTERMEDIATE, TYPE B | | |
0044 402-07441 523.000 TON | 65.00000 33995.00| 65.00000 33995.00| 74.00000 38702.00
HMA BASE, TYPE B | | |
0045 402-07452 1536.000 TON | 55.00000 84480.00| 66.00000 101376.00| 86.50000 132864.00
HMA WEDGE AND LEVEL, TYPE C | | |
0046 406-05520 236.000 TON | 550.00000 129800.00| 300.00000 70800.00| 570.00000 134520.00
ASPHALT FOR TACK COAT | | |
0047 411-08438 41383.000 SYS | 6.68000 276438.44| 6.80000 281404.40| 6.50000 268989.50
MICRO-SURFACING, WARRANTED | | |
0048 501-06320 2598.000 LFT | 3.30000 8573.40| 2.00000 5196.00| 4.20000 10911.60
MILLED PCCP CORRUGATIONS | | |
0049 502-06627 1298.000 SYS | 40.00000 51920.00| 36.00000 46728.00| 49.00000 63602.00
PCCP, 6 IN. | | |
0050 601-01704 9.000 EACH | 1690.00000 15210.00| 1785.00000 16065.00| 1770.00000 15930.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, MODIFIED | | |
0051 601-06854 16.000 EACH | 2465.00000 39440.00| 2195.00000 35120.00| 2580.00000 41280.00
GUARDRAIL, W-BEAM, NESTED | | |
0052 601-94689 27.000 EACH | 2320.00000 62640.00| 2740.00000 73980.00| 2450.00000 66150.00
GUARDRAIL END TREATMENT, OS | | |
0053 601-99105 3556.000 LFT | 15.00000 53340.00| 17.35000 61696.60| 15.80000 56184.80
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0054 605-06150 465.000 LFT | 30.00000 13950.00| 36.00000 16740.00| 34.00000 15810.00
CURB AND GUTTER, C, CONCRETE | | |
0055 611-06497 55.000 EACH | 145.00000 7975.00| 122.50000 6737.50| 153.00000 8415.00
MAILBOX ASSEMBLY, SINGLE | | |
0056 615-06505 114.000 EACH | 615.00000 70110.00| 470.00000 53580.00| 645.00000 73530.00
MONUMENT, B | | |
0057 615-06510 4.000 EACH | 465.00000 1860.00| 365.00000 1460.00| 500.00000 2000.00
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -5
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 615-06527 6.000 EACH | 465.00000 2790.00| 418.00000 2508.00| 500.00000 3000.00
MONUMENT, SECTION CORNER | | |
0059 616-02320 5705.000 SYS | 1.80000 10269.00| 2.85000 16259.25| 1.50000 8557.50
GEOTEXTILES | | |
0060 616-05688 954.000 TON | 32.00000 30528.00| 32.00000 30528.00| 32.00000 30528.00
RIPRAP, CLASS 1 | | |
0061 616-05689 695.000 TON | 35.00000 24325.00| 32.00000 22240.00| 35.00000 24325.00
RIPRAP, CLASS 2 | | |
0062 616-06405 3068.000 TON | 26.00000 79768.00| 21.50000 65962.00| 25.00000 76700.00
RIPRAP, REVETMENT | | |
0063 616-06451 419.000 TON | 39.00000 16341.00| 24.30000 10181.70| 39.00000 16341.00
RIPRAP, UNIFORM | | |
0064 621-01004 1.000 EACH | 2000.00000 2000.00| 2005.00000 2005.00| 2500.00000 2500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0065 621-02770 6417.000 SYS | 1.08000 6930.36| 1.10000 7058.70| 1.70000 10908.90
EROSION CONTROL BLANKET | | |
0066 621-06545 33.000 TON | 1214.00000 40062.00| 1230.00000 40590.00| 1300.00000 42900.00
FERTILIZER | | |
0067 621-06553 13818.000 LBS | 2.47000 34130.46| 2.50000 34545.00| 2.60000 35926.80
SEED MIXTURE, R | | |
0068 621-06565 163.000 TON | 305.00000 49715.00| 310.00000 50530.00| 320.00000 52160.00
MULCHING MATERIAL | | |
0069 621-06567 125.000 kGAL | 1.00000 125.00| 1.05000 131.25| 4.00000 500.00
WATER | | |
0070 621-06575 31270.000 SYS | 2.40000 75048.00| 2.75000 85992.50| 2.50000 78175.00
SODDING, NURSERY | | |
0071 628-09403 30.000 MOS | 2700.00000 81000.00| 2600.00000 78000.00| 2100.00000 63000.00
FIELD OFFICE, C | | |
0072 714-06278 112.000 LFT | 750.00000 84000.00| 590.00000 66080.00| 750.00000 84000.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 9' X 4' | | |
0073 714-07112 56.000 LFT | 1280.00000 71680.00| 990.00000 55440.00| 1280.00000 71680.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 16' X 4' | | |
0075 714-08514 1704.000 SFT | 102.00000 173808.00| 75.00000 127800.00| 102.00000 173808.00
WINGWALL | | |
0076 715-02628 5.000 EACH | 700.00000 3500.00| 520.00000 2600.00| 700.00000 3500.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -6
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 715-02629 2.000 EACH | 900.00000 1800.00| 585.00000 1170.00| 900.00000 1800.00
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
0078 715-03475 8.000 EACH | 600.00000 4800.00| 435.00000 3480.00| 600.00000 4800.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0079 715-03476 12.000 EACH | 950.00000 11400.00| 1450.00000 17400.00| 950.00000 11400.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0080 715-03584 4.000 EACH | 800.00000 3200.00| 499.00000 1996.00| 800.00000 3200.00
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0081 715-05019 11.000 LFT | 230.00000 2530.00| 66.00000 726.00| 230.00000 2530.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0082 715-05048 90880.000 LFT | 2.50000 227200.00| 2.10000 190848.00| 2.50000 227200.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0083 715-05049 100.000 LFT | 12.00000 1200.00| 9.50000 950.00| 12.00000 1200.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0084 715-05051 100.000 LFT | 14.00000 1400.00| 10.50000 1050.00| 14.00000 1400.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0085 715-05053 6105.000 LFT | 12.00000 73260.00| 11.85000 72344.25| 12.00000 73260.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0086 715-05119 1059.000 LFT | 42.00000 44478.00| 25.00000 26475.00| 42.00000 44478.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0087 715-05121 223.000 LFT | 46.00000 10258.00| 26.00000 5798.00| 46.00000 10258.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0088 715-05123 457.000 LFT | 53.00000 24221.00| 34.30000 15675.10| 53.00000 24221.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0089 715-05125 7.000 LFT | 350.00000 2450.00| 64.35000 450.45| 350.00000 2450.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0090 715-05151 201.000 LFT | 42.00000 8442.00| 24.40000 4904.40| 42.00000 8442.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0091 715-05154 160.000 LFT | 53.00000 8480.00| 34.35000 5496.00| 53.00000 8480.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0092 715-05169 2672.000 LFT | 42.00000 112224.00| 24.50000 65464.00| 42.00000 112224.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0093 715-05171 623.000 LFT | 46.00000 28658.00| 25.65000 15979.95| 46.00000 28658.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0094 715-05172 52.000 LFT | 50.00000 2600.00| 31.00000 1612.00| 50.00000 2600.00
PIPE, TYPE 3, CIRCULAR, 21 IN. | | |
0095 715-05173 118.000 LFT | 55.00000 6490.00| 34.15000 4029.70| 55.00000 6490.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0096 715-05175 189.000 LFT | 60.00000 11340.00| 42.00000 7938.00| 60.00000 11340.00
PIPE, TYPE 3, CIRCULAR, 30 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -7
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 715-05439 25.000 LFT | 40.00000 1000.00| 12.75000 318.75| 40.00000 1000.00
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0098 715-05440 25.000 LFT | 45.00000 1125.00| 14.95000 373.75| 45.00000 1125.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0099 715-05442 25.000 LFT | 50.00000 1250.00| 15.00000 375.00| 50.00000 1250.00
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0100 715-46005 174.000 EACH | 250.00000 43500.00| 315.00000 54810.00| 250.00000 43500.00
PIPE END SECTION, 15 IN. | | |
0101 715-46010 44.000 EACH | 330.00000 14520.00| 345.00000 15180.00| 330.00000 14520.00
PIPE END SECTION, 18 IN. | | |
0102 715-46015 4.000 EACH | 340.00000 1360.00| 370.00000 1480.00| 340.00000 1360.00
PIPE END SECTION, 21 IN. | | |
0103 715-46020 12.000 EACH | 350.00000 4200.00| 540.00000 6480.00| 350.00000 4200.00
PIPE END SECTION, 24 IN. | | |
0104 715-46030 10.000 EACH | 480.00000 4800.00| 775.00000 7750.00| 480.00000 4800.00
PIPE END SECTION, 30 IN. | | |
0105 715-46040 2.000 EACH | 700.00000 1400.00| 1257.50000 2515.00| 700.00000 1400.00
PIPE END SECTION, 36 IN. | | |
0106 718-06528 217.000 EACH | 500.00000 108500.00| 550.00000 119350.00| 500.00000 108500.00
OUTLET PROTECTOR, 1 | | |
0107 718-06532 96885.000 LFT | 0.50000 48442.50| 0.50000 48442.50| 0.55000 53286.75
VIDEO INSPECTION FOR UNDERDRAINS | | |
0108 718-52610 6724.000 CYS | 28.00000 188272.00| 28.10000 188944.40| 28.00000 188272.00
AGGREGATE FOR UNDERDRAINS | | |
0109 720-45030 1.000 EACH | 1800.00000 1800.00| 1225.00000 1225.00| 1800.00000 1800.00
INLET, E7 | | |
0110 720-45065 4.000 EACH | 2000.00000 8000.00| 2475.00000 9900.00| 2000.00000 8000.00
INLET, N12 , MODIFIED | | |
0111 723-07020 58.000 LFT | 1800.00000 104400.00| 1521.00000 88218.00| 1500.00000 87000.00
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 120 IN. | | |
0112 723-08211 84.000 LFT | 2300.00000 193200.00| 1880.00000 157920.00| 2000.00000 168000.00
STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | |
X 108 IN. | | |
0114 801-03290 12.000 EACH | 343.00000 4116.00| 402.00000 4824.00| 414.00000 4968.00
CONSTRUCTION SIGN, C | | |
0115 801-06203 1280.000 LFT | 0.69000 883.20| 0.60000 768.00| 1.00000 1280.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0116 801-06207 1280.000 LFT | 1.77000 2265.60| 1.90000 2432.00| 2.00000 2560.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -8
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0117 801-06625 14.000 EACH | 156.00000 2184.00| 272.50000 3815.00| 280.00000 3920.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 112.000 EACH | 65.00000 7280.00| 102.00000 11424.00| 103.00000 11536.00
CONSTRUCTION SIGN, A | | |
0119 801-06645 12.000 EACH | 50.00000 600.00| 75.00000 900.00| 76.00000 912.00
CONSTRUCTION SIGN, B | | |
0120 801-06775 LUMP | 200000.00000 200000.00| 178983.52000 178983.52| 135000.00000 135000.00
MAINTAINING TRAFFIC | | |
0121 801-07119 288.000 LFT | 12.00000 3456.00| 27.50000 7920.00| 28.00000 8064.00
BARRICADE, III-B | | |
0122 802-05704 699.000 LFT | 12.75000 8912.25| 15.50000 10834.50| 14.00000 9786.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0123 802-05705 28.000 LFT | 18.40000 515.20| 13.25000 371.00| 21.00000 588.00
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0124 802-05706 42.000 LFT | 11.45000 480.90| 22.45000 942.90| 13.00000 546.00
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR BASE | | |
0125 802-07059 70.000 EACH | 30.00000 2100.00| 25.50000 1785.00| 33.00000 2310.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0126 802-07060 14.000 EACH | 85.00000 1190.00| 25.50000 357.00| 93.00000 1302.00
SIGN, SHEET, RELOCATE | | |
0127 802-76025 33.300 SFT | 25.00000 832.50| 17.30000 576.09| 27.00000 899.10
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0128 802-76035 776.500 SFT | 15.25000 11841.63| 19.40000 15064.10| 16.00000 12424.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0129 802-76045 24.200 SFT | 16.65000 402.93| 20.40000 493.68| 18.00000 435.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0130 808-01226 918.000 EACH | 13.00000 11934.00| 14.75000 13540.50| 15.00000 13770.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
CASTING, INSTALL | | |
0131 808-06701 291.000 LFT | 0.32000 93.12| 0.28000 81.48| 0.30000 87.30
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0132 808-06703 114354.000 LFT | 0.32000 36593.28| 0.28000 32019.12| 0.30000 34306.20
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -9
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1461789
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 808-06716 5120.000 LFT | 0.41000 2099.20| 0.41000 2099.20| 0.45000 2304.00
LINE, REMOVE | | |
0134 808-75051 1157.000 LFT | 1.45000 1677.65| 1.47000 1700.79| 1.60000 1851.20
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0135 808-75054 1157.000 LFT | 1.45000 1677.65| 1.48000 1712.36| 1.60000 1851.20
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0136 808-75240 10413.000 LFT | 0.32000 3332.16| 0.28000 2915.64| 0.30000 3123.90
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0137 808-75245 47114.000 LFT | 0.32000 15076.48| 0.28000 13191.92| 0.30000 14134.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0138 808-75297 615.000 LFT | 4.00000 2460.00| 3.75000 2306.25| 4.00000 2460.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0139 808-75320 16.000 EACH | 80.00000 1280.00| 72.50000 1160.00| 80.00000 1280.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0140 808-75325 16.000 EACH | 80.00000 1280.00| 98.25000 1572.00| 100.00000 1600.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0141 808-99176 21.000 LFT | 4.00000 84.00| 9.30000 195.30| 10.00000 210.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | |
IN. | | |
0142 723-09515 76.000 LFT | 2200.00000 167200.00| 1850.00000 140600.00| 2000.00000 152000.00
STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | |
X 96 IN. | | |
0143 306-08037 43332.000 SYS | 2.00000 86664.00| 1.20000 51998.40| 1.00000 43332.00
MILLING, ASPHALT, 3 IN. | | |
SECTION TOTALS | $ 13,813,000.00| $ 14,125,400.00| $ 14,580,489.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 13,813,000.00| $ 14,125,400.00| $ 14,580,489.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -10
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW SIGNS
| | |
0001 105-06845 LUMP | 500000.00000 500000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 5.000 EACH | 200.00000 1000.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 180.000 MOS | 50.00000 9000.00| |
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 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 747000.00000 747000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 113-01614 LUMP | 10000.00000 10000.00| |
PARTNERING OVERHEAD | | |
0014 201-52370 LUMP | 224000.00000 224000.00| |
CLEARING RIGHT OF WAY | | |
0015 202-01000 LUMP | 98000.00000 98000.00| |
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0016 202-02241 1306.000 LFT | 3.90000 5093.40| |
GUARDRAIL, REMOVE | | |
0017 203-02000 138734.000 CYS | 10.00000 1387340.00| |
EXCAVATION, COMMON | | |
0018 205-03371 15.000 CYS | 50.00000 750.00| |
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -11
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 689.000 TON | 22.00000 15158.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06933 2.000 EACH | 200.00000 400.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06936 444.000 TON | 22.00000 9768.00| |
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 7067.000 LFT | 1.15000 8127.05| |
TEMPORARY SILT FENCE | | |
0023 205-09543 100.000 TON | 25.00000 2500.00| |
NO 2 STONE | | |
0024 207-08263 182480.000 SYS | 3.45000 629556.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08266 10314.000 SYS | 1.00000 10314.00| |
SUBGRADE TREATMENT, TYPE III | | |
0026 207-08267 7861.000 SYS | 8.00000 62888.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-02050 4225.000 CYS | 12.50000 52812.50| |
B BORROW | | |
0028 211-09264 1054.000 CYS | 15.00000 15810.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0029 211-09268 2050.000 CYS | 55.00000 112750.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0031 301-07448 26222.000 TON | 16.00000 419552.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 303-01180 32049.000 TON | 15.00000 480735.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0033 303-04489 681.000 TON | 15.00000 10215.00| |
COMPACTED CRUSHED AGGREGATE, 8 | | |
0034 306-08043 244.000 SYS | 2.50000 610.00| |
MILLING, TRANSITION | | |
0035 401-06264 LUMP | 3500.00000 3500.00| |
PROFILOGRAPH, HMA | | |
0036 401-07320 5257.000 TON | 56.00000 294392.00| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0037 401-07328 12112.000 TON | 62.00000 750944.00| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0038 401-07398 24343.000 TON | 51.00000 1241493.00| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0039 401-07406 16088.000 TON | 51.00000 820488.00| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -12
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 401-07424 36884.000 TON | 61.00000 2249924.00| |
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0041 401-07429 18018.000 TON | 62.00000 1117116.00| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0042 402-07433 649.000 TON | 90.00000 58410.00| |
HMA SURFACE, TYPE B | | |
0043 402-07438 1448.000 TON | 75.00000 108600.00| |
HMA INTERMEDIATE, TYPE B | | |
0044 402-07441 523.000 TON | 65.00000 33995.00| |
HMA BASE, TYPE B | | |
0045 402-07452 1536.000 TON | 66.00000 101376.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0046 406-05520 236.000 TON | 300.00000 70800.00| |
ASPHALT FOR TACK COAT | | |
0047 411-08438 41383.000 SYS | 5.00000 206915.00| |
MICRO-SURFACING, WARRANTED | | |
0048 501-06320 2598.000 LFT | 2.00000 5196.00| |
MILLED PCCP CORRUGATIONS | | |
0049 502-06627 1298.000 SYS | 35.00000 45430.00| |
PCCP, 6 IN. | | |
0050 601-01704 9.000 EACH | 1750.00000 15750.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, MODIFIED | | |
0051 601-06854 16.000 EACH | 2150.00000 34400.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0052 601-94689 27.000 EACH | 2250.00000 60750.00| |
GUARDRAIL END TREATMENT, OS | | |
0053 601-99105 3556.000 LFT | 17.00000 60452.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0054 605-06150 465.000 LFT | 25.00000 11625.00| |
CURB AND GUTTER, C, CONCRETE | | |
0055 611-06497 55.000 EACH | 115.00000 6325.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0056 615-06505 114.000 EACH | 450.00000 51300.00| |
MONUMENT, B | | |
0057 615-06510 4.000 EACH | 400.00000 1600.00| |
MONUMENT, C | | |
0058 615-06527 6.000 EACH | 425.00000 2550.00| |
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -13
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 616-02320 5705.000 SYS | 1.60000 9128.00| |
GEOTEXTILES | | |
0060 616-05688 954.000 TON | 33.00000 31482.00| |
RIPRAP, CLASS 1 | | |
0061 616-05689 695.000 TON | 33.00000 22935.00| |
RIPRAP, CLASS 2 | | |
0062 616-06405 3068.000 TON | 21.00000 64428.00| |
RIPRAP, REVETMENT | | |
0063 616-06451 419.000 TON | 23.00000 9637.00| |
RIPRAP, UNIFORM | | |
0064 621-01004 1.000 EACH | 2500.00000 2500.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0065 621-02770 6417.000 SYS | 1.08000 6930.36| |
EROSION CONTROL BLANKET | | |
0066 621-06545 33.000 TON | 1214.00000 40062.00| |
FERTILIZER | | |
0067 621-06553 13818.000 LBS | 2.47000 34130.46| |
SEED MIXTURE, R | | |
0068 621-06565 163.000 TON | 305.00000 49715.00| |
MULCHING MATERIAL | | |
0069 621-06567 125.000 kGAL | 1.00000 125.00| |
WATER | | |
0070 621-06575 31270.000 SYS | 2.40000 75048.00| |
SODDING, NURSERY | | |
0071 628-09403 30.000 MOS | 1500.00000 45000.00| |
FIELD OFFICE, C | | |
0072 714-06278 112.000 LFT | 610.00000 68320.00| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 9' X 4' | | |
0073 714-07112 56.000 LFT | 1050.00000 58800.00| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 16' X 4' | | |
0075 714-08514 1704.000 SFT | 75.00000 127800.00| |
WINGWALL | | |
0076 715-02628 5.000 EACH | 450.00000 2250.00| |
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0077 715-02629 2.000 EACH | 550.00000 1100.00| |
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -14
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 715-03475 8.000 EACH | 400.00000 3200.00| |
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0079 715-03476 12.000 EACH | 535.00000 6420.00| |
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0080 715-03584 4.000 EACH | 470.00000 1880.00| |
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0081 715-05019 11.000 LFT | 65.00000 715.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0082 715-05048 90880.000 LFT | 3.00000 272640.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0083 715-05049 100.000 LFT | 12.00000 1200.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0084 715-05051 100.000 LFT | 13.00000 1300.00| |
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0085 715-05053 6105.000 LFT | 10.50000 64102.50| |
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0086 715-05119 1059.000 LFT | 23.00000 24357.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0087 715-05121 223.000 LFT | 24.00000 5352.00| |
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0088 715-05123 457.000 LFT | 33.00000 15081.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0089 715-05125 7.000 LFT | 45.00000 315.00| |
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0090 715-05151 201.000 LFT | 23.00000 4623.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0091 715-05154 160.000 LFT | 33.00000 5280.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0092 715-05169 2672.000 LFT | 23.00000 61456.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0093 715-05171 623.000 LFT | 25.00000 15575.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0094 715-05172 52.000 LFT | 31.00000 1612.00| |
PIPE, TYPE 3, CIRCULAR, 21 IN. | | |
0095 715-05173 118.000 LFT | 33.00000 3894.00| |
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0096 715-05175 189.000 LFT | 39.00000 7371.00| |
PIPE, TYPE 3, CIRCULAR, 30 IN. | | |
0097 715-05439 25.000 LFT | 20.00000 500.00| |
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -15
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 715-05440 25.000 LFT | 22.50000 562.50| |
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0099 715-05442 25.000 LFT | 25.00000 625.00| |
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0100 715-46005 174.000 EACH | 250.00000 43500.00| |
PIPE END SECTION, 15 IN. | | |
0101 715-46010 44.000 EACH | 350.00000 15400.00| |
PIPE END SECTION, 18 IN. | | |
0102 715-46015 4.000 EACH | 400.00000 1600.00| |
PIPE END SECTION, 21 IN. | | |
0103 715-46020 12.000 EACH | 450.00000 5400.00| |
PIPE END SECTION, 24 IN. | | |
0104 715-46030 10.000 EACH | 570.00000 5700.00| |
PIPE END SECTION, 30 IN. | | |
0105 715-46040 2.000 EACH | 800.00000 1600.00| |
PIPE END SECTION, 36 IN. | | |
0106 718-06528 217.000 EACH | 450.00000 97650.00| |
OUTLET PROTECTOR, 1 | | |
0107 718-06532 96885.000 LFT | 0.05000 4844.25| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0108 718-52610 6724.000 CYS | 25.00000 168100.00| |
AGGREGATE FOR UNDERDRAINS | | |
0109 720-45030 1.000 EACH | 1100.00000 1100.00| |
INLET, E7 | | |
0110 720-45065 4.000 EACH | 2600.00000 10400.00| |
INLET, N12 , MODIFIED | | |
0111 723-07020 58.000 LFT | 2000.00000 116000.00| |
STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | |
X 120 IN. | | |
0112 723-08211 84.000 LFT | 1950.00000 163800.00| |
STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | |
X 108 IN. | | |
0114 801-03290 12.000 EACH | 395.00000 4740.00| |
CONSTRUCTION SIGN, C | | |
0115 801-06203 1280.000 LFT | 0.38000 486.40| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0116 801-06207 1280.000 LFT | 0.40000 512.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -16
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0117 801-06625 14.000 EACH | 268.00000 3752.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0118 801-06640 112.000 EACH | 99.00000 11088.00| |
CONSTRUCTION SIGN, A | | |
0119 801-06645 12.000 EACH | 73.00000 876.00| |
CONSTRUCTION SIGN, B | | |
0120 801-06775 LUMP | 500000.00000 500000.00| |
MAINTAINING TRAFFIC | | |
0121 801-07119 288.000 LFT | 27.00000 7776.00| |
BARRICADE, III-B | | |
0122 802-05704 699.000 LFT | 12.75000 8912.25| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0123 802-05705 28.000 LFT | 18.40000 515.20| |
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0124 802-05706 42.000 LFT | 11.45000 480.90| |
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR BASE | | |
0125 802-07059 70.000 EACH | 30.00000 2100.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0126 802-07060 14.000 EACH | 85.00000 1190.00| |
SIGN, SHEET, RELOCATE | | |
0127 802-76025 33.300 SFT | 25.00000 832.50| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0128 802-76035 776.500 SFT | 15.25000 11841.63| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0129 802-76045 24.200 SFT | 16.65000 402.93| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0130 808-01226 918.000 EACH | 14.45000 13265.10| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
CASTING, INSTALL | | |
0131 808-06701 291.000 LFT | 0.27000 78.57| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0132 808-06703 114354.000 LFT | 0.27000 30875.58| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 181 -17
TABULATION OF BIDS
ROUTE : 44
CALL ORDER : 181 CONTRACT ID : SR -29022-A COUNTIES : JOHNSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 808-06716 5120.000 LFT | 0.40000 2048.00| |
LINE, REMOVE | | |
0134 808-75051 1157.000 LFT | 1.45000 1677.65| |
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0135 808-75054 1157.000 LFT | 1.45000 1677.65| |
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0136 808-75240 10413.000 LFT | 0.27000 2811.51| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0137 808-75245 47114.000 LFT | 0.27000 12720.78| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0138 808-75297 615.000 LFT | 3.70000 2275.50| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0139 808-75320 16.000 EACH | 71.00000 1136.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0140 808-75325 16.000 EACH | 96.00000 1536.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0141 808-99176 21.000 LFT | 9.00000 189.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | |
IN. | | |
0142 723-09515 76.000 LFT | 2300.00000 174800.00| |
STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | |
X 96 IN. | | |
0143 306-08037 43332.000 SYS | 0.75000 32499.00| |
MILLING, ASPHALT, 3 IN. | | |
SECTION TOTALS | $ 14,782,360.17| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 14,782,360.17| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -1
VENDOR RANKING
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 09/25/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5639005
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 681,704.39 100.0000%
2 35-1875662 CRIDER & CRIDER INC $ 688,572.74 101.0075%
3 35-1357381 O`MARA DAVE CONTRACTOR $ 783,473.58 114.9286%
4 35-1549010 MCALISTER EXCAVATING CO INC $ 835,762.34 122.5989%
5 35-1385672 FORCE CONSTRUCTION CO INC $ 846,650.47 124.1961%
6 06-1805325 RIVERSIDE CONTRACTING AND EXCAVATING LLC $ 977,956.26 143.4575%
7 35-1636776 LINKEL COMPANY $ 2,878,030.50 422.1816%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -2
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1875662 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGHT DISTANCE IMPROVEMENT
| | |
0001 105-06845 LUMP | 7250.00000 7250.00| 12150.00000 12150.00| 7250.00000 7250.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 115.00000 230.00| 121.50000 243.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 80.00000 800.00| 109.43000 1094.30| 135.00000 1350.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 6065.00000 6065.00| 30635.00000 30635.00| 39173.00000 39173.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6000.00000 6000.00| 12211.00000 12211.00| 4800.00000 4800.00
CLEARING RIGHT OF WAY | | |
0012 203-02000 46337.000 CYS | 5.00000 231685.00| 3.75000 173763.75| 6.72000 311384.64
EXCAVATION, COMMON | | |
0013 205-06930 7.000 TON | 100.00000 700.00| 37.93000 265.51| 35.00000 245.00
SPLASHPAD, RIPRAP | | |
0014 205-06931 344.700 TON | 45.00000 15511.50| 37.97000 13088.26| 25.00000 8617.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06936 86.000 TON | 38.00000 3268.00| 34.39000 2957.54| 30.00000 2580.00
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 721.000 LFT | 1.25000 901.25| 2.14000 1542.94| 2.50000 1802.50
TEMPORARY SILT FENCE | | |
0017 205-06938 181.000 LFT | 14.50000 2624.50| 14.93000 2702.33| 35.00000 6335.00
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -3
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1875662 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 207-08265 7998.000 SYS | 7.50000 59985.00| 4.50000 35991.00| 2.92000 23354.16
SUBGRADE TREATMENT, TYPE IIA | | |
0019 207-08267 115.000 SYS | 30.47000 3504.05| 15.94000 1833.10| 22.50000 2587.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 211-09264 370.000 CYS | 31.00000 11470.00| 32.33000 11962.10| 35.00000 12950.00
STRUCTURE BACKFILL, TYPE 1 | | |
0021 301-07448 3766.000 TON | 16.00000 60256.00| 18.50000 69671.00| 17.50000 65905.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 303-01180 713.500 TON | 18.50000 13199.75| 18.95000 13520.83| 17.50000 12486.25
COMPACTED AGGREGATE, NO. 53 | | |
0023 303-02051 100.000 TON | 23.50000 2350.00| 17.78000 1778.00| 17.00000 1700.00
STONE, NO 2 | | |
0024 306-08043 320.000 SYS | 9.50000 3040.00| 14.00000 4480.00| 10.00000 3200.00
MILLING, TRANSITION | | |
0025 401-06264 LUMP | 1200.00000 1200.00| 3890.71000 3890.71| 2000.00000 2000.00
PROFILOGRAPH, HMA | | |
0026 402-07433 790.500 TON | 64.00000 50592.00| 71.00000 56125.50| 67.00000 52963.50
HMA SURFACE, TYPE B | | |
0027 402-07438 1315.500 TON | 58.00000 76299.00| 70.00000 92085.00| 55.00000 72352.50
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 1.600 TON | 400.00000 640.00| 486.34000 778.14| 500.00000 800.00
ASPHALT FOR TACK COAT | | |
0029 601-74015 828.000 LFT | 5.00000 4140.00| 8.33000 6897.24| 8.00000 6624.00
GUARDRAIL, REMOVE AND SALVAGE | | |
0030 606-07484 2210.000 LFT | 1.85000 4088.50| 2.25000 4972.50| 2.40000 5304.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0031 611-06497 1.000 EACH | 320.00000 320.00| 389.07000 389.07| 320.00000 320.00
MAILBOX ASSEMBLY, SINGLE | | |
0032 615-06490 20.000 EACH | 125.00000 2500.00| 151.98000 3039.60| 135.00000 2700.00
RIGHT OF WAY MARKER | | |
0033 615-06505 10.000 EACH | 675.00000 6750.00| 820.70000 8207.00| 725.00000 7250.00
MONUMENT, B | | |
0034 616-02320 1687.000 SYS | 3.50000 5904.50| 1.68000 2834.16| 2.25000 3795.75
GEOTEXTILES | | |
0035 616-06405 37.000 TON | 30.00000 1110.00| 21.76000 805.12| 25.00000 925.00
RIPRAP, REVETMENT | | |
0036 616-06451 952.000 TON | 19.00000 18088.00| 25.65000 24418.80| 25.00000 23800.00
RIPRAP, UNIFORM | | |
0037 621-01004 3.000 EACH | 615.00000 1845.00| 747.75000 2243.25| 675.00000 2025.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -4
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1875662 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01956 528.000 LBS | 4.55000 2402.40| 5.53000 2919.84| 5.00000 2640.00
SEED MIXTURE, LEGUME, 1 | | |
0039 621-06545 1.300 TON | 716.00000 930.80| 870.55000 1131.72| 775.00000 1007.50
FERTILIZER | | |
0040 621-06553 473.000 LBS | 3.87000 1830.51| 4.71000 2227.83| 4.00000 1892.00
SEED MIXTURE, R | | |
0041 621-06557 208.500 LBS | 1.25000 260.63| 1.52000 316.92| 1.50000 312.75
SEED MIXTURE, T | | |
0042 621-06565 8.400 TON | 540.00000 4536.00| 656.56000 5515.10| 595.00000 4998.00
MULCHING MATERIAL | | |
0043 621-06567 10.000 kGAL | 1.00000 10.00| 1.22000 12.20| 1.00000 10.00
WATER | | |
0044 621-06574 1758.000 SYS | 2.98000 5238.84| 3.03000 5326.74| 3.00000 5274.00
SODDING | | |
0045 621-06575 662.000 SYS | 2.49000 1648.38| 3.03000 2005.86| 3.00000 1986.00
SODDING, NURSERY | | |
0046 621-52448 14.000 EACH | 31.00000 434.00| 37.69000 527.66| 32.00000 448.00
SIGN, DO NOT SPRAY | | |
0047 628-09402 10.000 MOS | 1250.00000 12500.00| 2027.79000 20277.90| 1500.00000 15000.00
FIELD OFFICE, B | | |
0048 628-09407 10.000 MOS | 150.00000 1500.00| 261.41000 2614.10| 250.00000 2500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0049 715-05019 90.000 LFT | 62.00000 5580.00| 44.44000 3999.60| 89.00000 8010.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0050 715-05119 136.000 LFT | 30.00000 4080.00| 32.41000 4407.76| 59.00000 8024.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0051 715-05121 40.000 LFT | 45.00000 1800.00| 37.19000 1487.60| 48.00000 1920.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0052 715-05169 138.000 LFT | 30.00000 4140.00| 25.65000 3539.70| 59.00000 8142.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0053 715-05173 41.000 LFT | 50.00000 2050.00| 45.65000 1871.65| 52.00000 2132.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0054 715-46005 10.000 EACH | 400.00000 4000.00| 359.25000 3592.50| 270.00000 2700.00
PIPE END SECTION, 15 IN. | | |
0055 715-46010 2.000 EACH | 500.00000 1000.00| 378.32000 756.64| 290.00000 580.00
PIPE END SECTION, 18 IN. | | |
0056 715-46020 2.000 EACH | 600.00000 1200.00| 835.83000 1671.66| 340.00000 680.00
PIPE END SECTION, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -5
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1875662 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-46040 2.000 EACH | 1100.00000 2200.00| 855.01000 1710.02| 795.00000 1590.00
PIPE END SECTION, 36 IN. | | |
0058 732-07128 266.000 LFT | 4.50000 1197.00| 5.47000 1455.02| 4.50000 1197.00
VIDEO INSPECTION | | |
0059 801-03290 4.000 EACH | 165.00000 660.00| 269.92000 1079.68| 245.00000 980.00
CONSTRUCTION SIGN, C | | |
0060 801-04308 8.000 EACH | 295.00000 2360.00| 187.24000 1497.92| 169.00000 1352.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0061 801-06625 18.000 EACH | 95.00000 1710.00| 105.78000 1904.04| 95.00000 1710.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0062 801-06640 24.000 EACH | 125.00000 3000.00| 120.37000 2888.88| 105.00000 2520.00
CONSTRUCTION SIGN, A | | |
0063 801-06645 2.000 EACH | 65.00000 130.00| 54.71000 109.42| 45.00000 90.00
CONSTRUCTION SIGN, B | | |
0064 801-06775 LUMP | 4000.00000 4000.00| 5675.08000 5675.08| 8410.23000 8410.23
MAINTAINING TRAFFIC | | |
0065 801-07118 144.000 LFT | 9.95000 1432.80| 10.94000 1575.36| 9.00000 1296.00
BARRICADE, III-A | | |
0066 801-07119 144.000 LFT | 11.25000 1620.00| 6.08000 875.52| 5.00000 720.00
BARRICADE, III-B | | |
0067 802-05701 21.700 LFT | 12.90000 279.93| 15.68000 340.26| 14.00000 303.80
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0068 802-76035 13.000 SFT | 21.80000 283.40| 26.51000 344.63| 24.00000 312.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0069 802-76045 7.000 SFT | 21.50000 150.50| 26.14000 182.98| 24.00000 168.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0070 808-06713 3902.000 LFT | 0.14000 546.28| 0.22000 858.44| 0.20000 780.40
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0071 808-06714 31758.000 LFT | 0.14000 4446.12| 0.22000 6986.76| 0.20000 6351.60
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0072 808-06726 25.000 LFT | 8.95000 223.75| 12.16000 304.00| 10.00000 250.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
SECTION TOTALS | $ 681,704.39| $ 688,572.74| $ 783,473.58
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 681,704.39| $ 688,572.74| $ 783,473.58
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -6
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1549010 |( 5 ) 35-1385672 |( 6 ) 06-1805325
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |RIVERSIDE CONTRACTING AND EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGHT DISTANCE IMPROVEMENT
| | |
0001 105-06845 LUMP | 8250.00000 8250.00| 7250.00000 7250.00| 19012.85000 19012.85
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 125.00000 250.00| 185.00000 370.00| 174.47000 348.94
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 165.00000 1650.00| 75.00000 750.00| 134.21000 1342.10
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 37000.00000 37000.00| 42000.00000 42000.00| 46326.65000 46326.65
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 5000.00000 5000.00| 9100.26000 9100.26| 16776.04000 16776.04
CLEARING RIGHT OF WAY | | |
0012 203-02000 46337.000 CYS | 7.11000 329456.07| 6.64900 308094.71| 9.48000 439274.76
EXCAVATION, COMMON | | |
0013 205-06930 7.000 TON | 45.00000 315.00| 46.54000 325.78| 132.12000 924.84
SPLASHPAD, RIPRAP | | |
0014 205-06931 344.700 TON | 25.00000 8617.50| 49.80500 17167.78| 28.18000 9713.65
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06936 86.000 TON | 45.00000 3870.00| 31.61000 2718.46| 35.70000 3070.20
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 721.000 LFT | 2.65000 1910.65| 2.25000 1622.25| 1.85000 1333.85
TEMPORARY SILT FENCE | | |
0017 205-06938 181.000 LFT | 16.00000 2896.00| 19.12000 3460.72| 12.21000 2210.01
TEMPORARY SLOPE DRAIN | | |
0018 207-08265 7998.000 SYS | 6.52000 52146.96| 5.28000 42229.44| 6.15000 49187.70
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -7
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1549010 |( 5 ) 35-1385672 |( 6 ) 06-1805325
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |RIVERSIDE CONTRACTING AND EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 115.000 SYS | 6.52000 749.80| 9.39000 1079.85| 13.42000 1543.30
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 211-09264 370.000 CYS | 35.00000 12950.00| 36.65000 13560.50| 38.84000 14370.80
STRUCTURE BACKFILL, TYPE 1 | | |
0021 301-07448 3766.000 TON | 18.40000 69294.40| 19.56000 73662.96| 19.33000 72796.78
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 303-01180 713.500 TON | 25.00000 17837.50| 21.36000 15240.36| 19.33000 13791.96
COMPACTED AGGREGATE, NO. 53 | | |
0023 303-02051 100.000 TON | 19.00000 1900.00| 34.85000 3485.00| 28.27000 2827.00
STONE, NO 2 | | |
0024 306-08043 320.000 SYS | 12.00000 3840.00| 9.46000 3027.20| 9.62000 3078.40
MILLING, TRANSITION | | |
0025 401-06264 LUMP | 2350.00000 2350.00| 2000.00000 2000.00| 2796.01000 2796.01
PROFILOGRAPH, HMA | | |
0026 402-07433 790.500 TON | 77.50000 61263.75| 65.75000 51975.38| 71.00000 56125.50
HMA SURFACE, TYPE B | | |
0027 402-07438 1315.500 TON | 62.50000 82218.75| 53.00000 69721.50| 59.03000 77653.97
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 1.600 TON | 590.00000 944.00| 500.00000 800.00| 575.98000 921.57
ASPHALT FOR TACK COAT | | |
0029 601-74015 828.000 LFT | 8.00000 6624.00| 6.85000 5671.80| 6.15000 5092.20
GUARDRAIL, REMOVE AND SALVAGE | | |
0030 606-07484 2210.000 LFT | 2.25000 4972.50| 9.78000 21613.80| 2.07000 4574.70
MILLED HMA SHOULDER CORRUGATIONS | | |
0031 611-06497 1.000 EACH | 377.00000 377.00| 320.00000 320.00| 190.13000 190.13
MAILBOX ASSEMBLY, SINGLE | | |
0032 615-06490 20.000 EACH | 147.00000 2940.00| 125.00000 2500.00| 190.13000 3802.60
RIGHT OF WAY MARKER | | |
0033 615-06505 10.000 EACH | 796.00000 7960.00| 675.00000 6750.00| 559.20000 5592.00
MONUMENT, B | | |
0034 616-02320 1687.000 SYS | 3.00000 5061.00| 2.19000 3694.53| 1.46000 2463.02
GEOTEXTILES | | |
0035 616-06405 37.000 TON | 20.00000 740.00| 40.16000 1485.92| 31.17000 1153.29
RIPRAP, REVETMENT | | |
0036 616-06451 952.000 TON | 20.00000 19040.00| 30.55000 29083.60| 26.77000 25485.04
RIPRAP, UNIFORM | | |
0037 621-01004 3.000 EACH | 725.00000 2175.00| 615.00000 1845.00| 687.82000 2063.46
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -8
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1549010 |( 5 ) 35-1385672 |( 6 ) 06-1805325
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |RIVERSIDE CONTRACTING AND EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01956 528.000 LBS | 5.36000 2830.08| 4.55000 2402.40| 5.09000 2687.52
SEED MIXTURE, LEGUME, 1 | | |
0039 621-06545 1.300 TON | 844.00000 1097.20| 716.00000 930.80| 800.78000 1041.01
FERTILIZER | | |
0040 621-06553 473.000 LBS | 4.56000 2156.88| 3.87000 1830.51| 4.33000 2048.09
SEED MIXTURE, R | | |
0041 621-06557 208.500 LBS | 1.40000 291.90| 1.25000 260.63| 1.40000 291.90
SEED MIXTURE, T | | |
0042 621-06565 8.400 TON | 630.00000 5292.00| 540.00000 4536.00| 603.94000 5073.10
MULCHING MATERIAL | | |
0043 621-06567 10.000 kGAL | 1.00000 10.00| 1.00000 10.00| 4.47000 44.70
WATER | | |
0044 621-06574 1758.000 SYS | 3.90000 6856.20| 2.49000 4377.42| 2.78000 4887.24
SODDING | | |
0045 621-06575 662.000 SYS | 3.90000 2581.80| 2.49000 1648.38| 2.78000 1840.36
SODDING, NURSERY | | |
0046 621-52448 14.000 EACH | 35.00000 490.00| 31.00000 434.00| 34.67000 485.38
SIGN, DO NOT SPRAY | | |
0047 628-09402 10.000 MOS | 1400.00000 14000.00| 1808.22000 18082.20| 2069.05000 20690.50
FIELD OFFICE, B | | |
0048 628-09407 10.000 MOS | 100.00000 1000.00| 280.96000 2809.60| 111.84000 1118.40
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0049 715-05019 90.000 LFT | 65.00000 5850.00| 72.78000 6550.20| 65.25000 5872.50
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0050 715-05119 136.000 LFT | 28.00000 3808.00| 41.11000 5590.96| 46.51000 6325.36
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0051 715-05121 40.000 LFT | 39.00000 1560.00| 46.70000 1868.00| 50.61000 2024.40
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0052 715-05169 138.000 LFT | 20.00000 2760.00| 50.42000 6957.96| 46.47000 6412.86
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0053 715-05173 41.000 LFT | 45.00000 1845.00| 38.35000 1572.35| 54.99000 2254.59
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0054 715-46005 10.000 EACH | 190.00000 1900.00| 328.65000 3286.50| 464.28000 4642.80
PIPE END SECTION, 15 IN. | | |
0055 715-46010 2.000 EACH | 200.00000 400.00| 361.24000 722.48| 482.18000 964.36
PIPE END SECTION, 18 IN. | | |
0056 715-46020 2.000 EACH | 500.00000 1000.00| 595.48000 1190.96| 533.63000 1067.26
PIPE END SECTION, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -9
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1549010 |( 5 ) 35-1385672 |( 6 ) 06-1805325
|MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |RIVERSIDE CONTRACTING AND EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-46040 2.000 EACH | 1200.00000 2400.00| 920.27000 1840.54| 890.40000 1780.80
PIPE END SECTION, 36 IN. | | |
0058 732-07128 266.000 LFT | 4.75000 1263.50| 4.50000 1197.00| 5.03000 1337.98
VIDEO INSPECTION | | |
0059 801-03290 4.000 EACH | 244.00000 976.00| 165.00000 660.00| 248.29000 993.16
CONSTRUCTION SIGN, C | | |
0060 801-04308 8.000 EACH | 169.00000 1352.00| 295.00000 2360.00| 172.23000 1377.84
ROAD CLOSURE SIGN ASSEMBLY | | |
0061 801-06625 18.000 EACH | 95.00000 1710.00| 95.00000 1710.00| 97.30000 1751.40
DETOUR ROUTE MARKER ASSEMBLY | | |
0062 801-06640 24.000 EACH | 108.00000 2592.00| 125.00000 3000.00| 110.72000 2657.28
CONSTRUCTION SIGN, A | | |
0063 801-06645 2.000 EACH | 49.00000 98.00| 65.00000 130.00| 50.33000 100.66
CONSTRUCTION SIGN, B | | |
0064 801-06775 LUMP | 5000.00000 5000.00| 19096.00000 19096.00| 1202.28000 1202.28
MAINTAINING TRAFFIC | | |
0065 801-07118 144.000 LFT | 9.50000 1368.00| 9.95000 1432.80| 10.07000 1450.08
BARRICADE, III-A | | |
0066 801-07119 144.000 LFT | 5.50000 792.00| 11.25000 1620.00| 5.59000 804.96
BARRICADE, III-B | | |
0067 802-05701 21.700 LFT | 15.00000 325.50| 12.90000 279.93| 40.49000 878.63
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0068 802-76035 13.000 SFT | 25.00000 325.00| 21.80000 283.40| 24.77000 322.01
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0069 802-76045 7.000 SFT | 25.00000 175.00| 21.50000 150.50| 32.43000 227.01
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0070 808-06713 3902.000 LFT | 0.19000 741.38| 0.14000 546.28| 0.21000 819.42
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0071 808-06714 31758.000 LFT | 0.19000 6034.02| 0.14000 4446.12| 0.20000 6351.60
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0072 808-06726 25.000 LFT | 11.00000 275.00| 8.95000 223.75| 11.18000 279.50
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
SECTION TOTALS | $ 835,762.34| $ 846,650.47| $ 977,956.26
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 835,762.34| $ 846,650.47| $ 977,956.26
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -10
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGHT DISTANCE IMPROVEMENT
| | |
0001 105-06845 LUMP | 100000.00000 100000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 180.00000 1800.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 125000.00000 125000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 400000.00000 400000.00| |
CLEARING RIGHT OF WAY | | |
0012 203-02000 46337.000 CYS | 26.00000 1204762.00| |
EXCAVATION, COMMON | | |
0013 205-06930 7.000 TON | 100.00000 700.00| |
SPLASHPAD, RIPRAP | | |
0014 205-06931 344.700 TON | 60.00000 20682.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06936 86.000 TON | 40.00000 3440.00| |
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 721.000 LFT | 2.00000 1442.00| |
TEMPORARY SILT FENCE | | |
0017 205-06938 181.000 LFT | 25.00000 4525.00| |
TEMPORARY SLOPE DRAIN | | |
0018 207-08265 7998.000 SYS | 7.00000 55986.00| |
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -11
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 115.000 SYS | 8.00000 920.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 211-09264 370.000 CYS | 40.00000 14800.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0021 301-07448 3766.000 TON | 27.00000 101682.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 303-01180 713.500 TON | 24.00000 17124.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0023 303-02051 100.000 TON | 60.00000 6000.00| |
STONE, NO 2 | | |
0024 306-08043 320.000 SYS | 4.00000 1280.00| |
MILLING, TRANSITION | | |
0025 401-06264 LUMP | 10000.00000 10000.00| |
PROFILOGRAPH, HMA | | |
0026 402-07433 790.500 TON | 74.00000 58497.00| |
HMA SURFACE, TYPE B | | |
0027 402-07438 1315.500 TON | 64.00000 84192.00| |
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 1.600 TON | 500.00000 800.00| |
ASPHALT FOR TACK COAT | | |
0029 601-74015 828.000 LFT | 50.00000 41400.00| |
GUARDRAIL, REMOVE AND SALVAGE | | |
0030 606-07484 2210.000 LFT | 2.50000 5525.00| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0031 611-06497 1.000 EACH | 250.00000 250.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0032 615-06490 20.000 EACH | 100.00000 2000.00| |
RIGHT OF WAY MARKER | | |
0033 615-06505 10.000 EACH | 680.00000 6800.00| |
MONUMENT, B | | |
0034 616-02320 1687.000 SYS | 3.00000 5061.00| |
GEOTEXTILES | | |
0035 616-06405 37.000 TON | 40.00000 1480.00| |
RIPRAP, REVETMENT | | |
0036 616-06451 952.000 TON | 60.00000 57120.00| |
RIPRAP, UNIFORM | | |
0037 621-01004 3.000 EACH | 1000.00000 3000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -12
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01956 528.000 LBS | 10.00000 5280.00| |
SEED MIXTURE, LEGUME, 1 | | |
0039 621-06545 1.300 TON | 800.00000 1040.00| |
FERTILIZER | | |
0040 621-06553 473.000 LBS | 2.00000 946.00| |
SEED MIXTURE, R | | |
0041 621-06557 208.500 LBS | 16.00000 3336.00| |
SEED MIXTURE, T | | |
0042 621-06565 8.400 TON | 550.00000 4620.00| |
MULCHING MATERIAL | | |
0043 621-06567 10.000 kGAL | 100.00000 1000.00| |
WATER | | |
0044 621-06574 1758.000 SYS | 9.00000 15822.00| |
SODDING | | |
0045 621-06575 662.000 SYS | 11.00000 7282.00| |
SODDING, NURSERY | | |
0046 621-52448 14.000 EACH | 35.00000 490.00| |
SIGN, DO NOT SPRAY | | |
0047 628-09402 10.000 MOS | 1500.00000 15000.00| |
FIELD OFFICE, B | | |
0048 628-09407 10.000 MOS | 100.00000 1000.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0049 715-05019 90.000 LFT | 90.00000 8100.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0050 715-05119 136.000 LFT | 45.00000 6120.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0051 715-05121 40.000 LFT | 65.00000 2600.00| |
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0052 715-05169 138.000 LFT | 38.00000 5244.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0053 715-05173 41.000 LFT | 55.00000 2255.00| |
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0054 715-46005 10.000 EACH | 400.00000 4000.00| |
PIPE END SECTION, 15 IN. | | |
0055 715-46010 2.000 EACH | 450.00000 900.00| |
PIPE END SECTION, 18 IN. | | |
0056 715-46020 2.000 EACH | 600.00000 1200.00| |
PIPE END SECTION, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 191 -13
TABULATION OF BIDS
ROUTE : SR 250
CALL ORDER : 191 CONTRACT ID : SR -29214-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-46040 2.000 EACH | 1050.00000 2100.00| |
PIPE END SECTION, 36 IN. | | |
0058 732-07128 266.000 LFT | 5.00000 1330.00| |
VIDEO INSPECTION | | |
0059 801-03290 4.000 EACH | 240.00000 960.00| |
CONSTRUCTION SIGN, C | | |
0060 801-04308 8.000 EACH | 400.00000 3200.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0061 801-06625 18.000 EACH | 100.00000 1800.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0062 801-06640 24.000 EACH | 150.00000 3600.00| |
CONSTRUCTION SIGN, A | | |
0063 801-06645 2.000 EACH | 150.00000 300.00| |
CONSTRUCTION SIGN, B | | |
0064 801-06775 LUMP | 250000.00000 250000.00| |
MAINTAINING TRAFFIC | | |
0065 801-07118 144.000 LFT | 15.00000 2160.00| |
BARRICADE, III-A | | |
0066 801-07119 144.000 LFT | 18.00000 2592.00| |
BARRICADE, III-B | | |
0067 802-05701 21.700 LFT | 15.00000 325.50| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0068 802-76035 13.000 SFT | 20.00000 260.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0069 802-76045 7.000 SFT | 20.00000 140.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0070 808-06713 3902.000 LFT | 7.00000 27314.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0071 808-06714 31758.000 LFT | 5.00000 158790.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0072 808-06726 25.000 LFT | 10.00000 250.00| |
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
SECTION TOTALS | $ 2,878,030.50| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,878,030.50| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 221 -1
VENDOR RANKING
CALL ORDER : 221 CONTRACT ID : SR -31786-A COUNTIES : WARRICK CRAWFORD
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810123
0810124
0900048
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 984,526.42 100.0000%
2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,221,954.00 124.1159%
3 35-1526557 MIDWEST MOLE INC $ 1,424,586.00 144.6976%
4 35-1817574 YARDBERRY LANDSCAPE $ 1,655,158.00 168.1172%
38-2874876 WEST MICHIGAN CABLE CONTRACTORS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 221 -2
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 221 CONTRACT ID : SR -31786-A COUNTIES : WARRICK CRAWFORD
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1009310 |( 3 ) 35-1526557
|INDIANA RELINE INC |DEIG BROTHERS LUMBER & CONST |MIDWEST MOLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-08520 2.000 EACH | 100.00000 200.00| 160.00000 320.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 22.000 MOS | 200.00000 4400.00| 215.00000 4730.00| 100.00000 2200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 10000.00000 10000.00| 60000.00000 60000.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 628-09402 11.000 MOS | 2800.00000 30800.00| 1605.00000 17655.00| 1900.00000 20900.00
FIELD OFFICE, B | | |
0011 715-09541 222.000 LFT | 516.00000 114552.00| 1068.00000 237096.00| 1230.00000 273060.00
PIPE LINER, THERMOPLASTIC, 38.0 SFT. | | |
0012 725-06873 367.000 LFT | 220.00000 80740.00| 286.00000 104962.00| 350.00000 128450.00
PIPE LINER, THERMOPLASTIC, 54 IN. | | |
0013 725-06878 228.000 LFT | 487.94000 111250.32| 669.00000 152532.00| 740.00000 168720.00
PIPE LINER, THERMOPLASTIC, 84 IN. | | |
0014 725-09565 185.000 LFT | 1138.26000 210578.10| 1233.00000 228105.00| 1430.00000 264550.00
PIPE LINER, THERMOPLASTIC, AREA 46.0 | | |
SFT. | | |
0015 725-09566 330.000 LFT | 1200.00000 396000.00| 1185.00000 391050.00| 1450.00000 478500.00
PIPE LINER, THERMOPLASTIC, AREA 49.0 | | |
SFT. | | |
0016 801-03290 20.000 EACH | 300.00000 6000.00| 294.00000 5880.00| 350.00000 7000.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 221 -3
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 221 CONTRACT ID : SR -31786-A COUNTIES : WARRICK CRAWFORD
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 35-1009310 |( 3 ) 35-1526557
|INDIANA RELINE INC |DEIG BROTHERS LUMBER & CONST |MIDWEST MOLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 801-06640 60.000 EACH | 150.00000 9000.00| 128.00000 7680.00| 150.00000 9000.00
CONSTRUCTION SIGN, A | | |
0018 801-06710 40.000 DAY | 25.00000 1000.00| 21.20000 848.00| 50.00000 2000.00
FLASHING ARROW SIGN | | |
0019 801-06775 LUMP | 10000.00000 10000.00| 11090.00000 11090.00| 45000.00000 45000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 984,526.42| $ 1,221,954.00| $ 1,424,586.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 984,526.42| $ 1,221,954.00| $ 1,424,586.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 221 -4
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 221 CONTRACT ID : SR -31786-A COUNTIES : WARRICK CRAWFORD
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817574 |( ) |( )
|YARDBERRY LANDSCAPE | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-08520 2.000 EACH | 350.00000 700.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 22.000 MOS | 150.00000 3300.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 80000.00000 80000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 628-09402 11.000 MOS | 2400.00000 26400.00| |
FIELD OFFICE, B | | |
0011 715-09541 222.000 LFT | 1314.00000 291708.00| |
PIPE LINER, THERMOPLASTIC, 38.0 SFT. | | |
0012 725-06873 367.000 LFT | 454.00000 166618.00| |
PIPE LINER, THERMOPLASTIC, 54 IN. | | |
0013 725-06878 228.000 LFT | 807.00000 183996.00| |
PIPE LINER, THERMOPLASTIC, 84 IN. | | |
0014 725-09565 185.000 LFT | 1600.00000 296000.00| |
PIPE LINER, THERMOPLASTIC, AREA 46.0 | | |
SFT. | | |
0015 725-09566 330.000 LFT | 1621.00000 534930.00| |
PIPE LINER, THERMOPLASTIC, AREA 49.0 | | |
SFT. | | |
0016 801-03290 20.000 EACH | 375.00000 7500.00| |
CONSTRUCTION SIGN, C | | |
0017 801-06640 60.000 EACH | 200.00000 12000.00| |
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 221 -5
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 221 CONTRACT ID : SR -31786-A COUNTIES : WARRICK CRAWFORD
LETTING DATE : 04/22/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817574 |( ) |( )
|YARDBERRY LANDSCAPE | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06710 40.000 DAY | 50.00000 2000.00| |
FLASHING ARROW SIGN | | |
0019 801-06775 LUMP | 50000.00000 50000.00| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 1,655,158.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,655,158.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 291 -1
VENDOR RANKING
CALL ORDER : 291 CONTRACT ID : SRS-30081-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/16/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710058
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,148,579.81 100.0000%
2 35-1120685 WALSH & KELLY INC $ 1,182,426.70 102.9468%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 291 -2
TABULATION OF BIDS
ROUTE : 53
CALL ORDER : 291 CONTRACT ID : SRS-30081-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 1500.00000 1500.00| 2500.00000 2500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 97.62000 195.24| 115.00000 230.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 65.08000 520.64| 100.00000 800.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 57428.64000 57428.64| 59000.00000 59000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02241 50.000 LFT | 15.00000 750.00| 15.00000 750.00|
GUARDRAIL, REMOVE | | |
0013 202-02279 70.000 LFT | 15.28000 1069.60| 18.00000 1260.00|
CURB AND GUTTER, REMOVE | | |
0014 202-52710 24.500 SYS | 43.39000 1063.06| 35.00000 857.50|
SIDEWALK, CONCRETE, REMOVE | | |
0015 303-07449 100.000 TON | 51.24000 5124.00| 40.00000 4000.00|
COMPACTED AGGREGATE, NO. 73 | | |
0016 304-07491 1000.000 TON | 100.00000 100000.00| 130.00000 130000.00|
HMA PATCHING, TYPE C | | |
0017 306-08034 94000.000 SYS | 0.90000 84600.00| 1.25000 117500.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 291 -3
TABULATION OF BIDS
ROUTE : 53
CALL ORDER : 291 CONTRACT ID : SRS-30081-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08043 1400.000 SYS | 0.90000 1260.00| 3.00000 4200.00|
MILLING, TRANSITION | | |
0019 306-08432 5900.000 SYS | 4.11000 24249.00| 3.00000 17700.00|
MILLING, APPROACH | | |
0020 401-07328 8130.000 TON | 78.14000 635278.20| 72.00000 585360.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0021 406-05520 48.000 TON | 444.47000 21334.56| 1.00000 48.00|
ASPHALT FOR TACK COAT | | |
0022 601-08434 1.000 EACH | 650.00000 650.00| 650.00000 650.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0023 601-94689 1.000 EACH | 4500.00000 4500.00| 4500.00000 4500.00|
GUARDRAIL END TREATMENT, OS | | |
0024 604-07897 24.500 SYS | 120.23000 2945.64| 180.00000 4410.00|
CURB RAMP, CONCRETE, C | | |
0025 605-52807 50.000 LFT | 49.62000 2481.00| 70.00000 3500.00|
CURB AND GUTTER, COMBINED | | |
0026 610-07488 600.000 TON | 109.15000 65490.00| 115.00000 69000.00|
HMA FOR APPROACHES, TYPE C | | |
0027 628-09401 4.000 MOS | 3000.00000 12000.00| 2500.00000 10000.00|
FIELD OFFICE, A | | |
0028 628-09408 4.000 MOS | 242.97000 971.88| 350.00000 1400.00|
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0029 628-09409 4.000 MOS | 108.47000 433.88| 75.00000 300.00|
MOBILE INTERNET SERVICE , 1 EACH | | |
0030 715-05118 10.000 LFT | 170.48000 1704.80| 130.00000 1300.00|
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0031 715-05119 10.000 LFT | 172.11000 1721.10| 140.00000 1400.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0032 715-05121 10.000 LFT | 174.00000 1740.00| 150.00000 1500.00|
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0033 720-44055 14.000 EACH | 931.79000 13045.06| 900.00000 12600.00|
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0034 720-45045 4.000 EACH | 1819.83000 7279.32| 2850.00000 11400.00|
INLET, J10 | | |
0035 801-01093 4.000 EACH | 275.00000 1100.00| 670.00000 2680.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0036 801-03290 4.000 EACH | 150.00000 600.00| 158.00000 632.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 291 -4
TABULATION OF BIDS
ROUTE : 53
CALL ORDER : 291 CONTRACT ID : SRS-30081-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 801-06203 2900.000 LFT | 0.30000 870.00| 0.10000 290.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0038 801-06207 6000.000 LFT | 1.28000 7680.00| 1.15000 6900.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0039 801-06211 30.000 EACH | 12.80000 384.00| 40.00000 1200.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0040 801-06218 500.000 LFT | 7.68000 3840.00| 4.05000 2025.00|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0041 801-06640 30.000 EACH | 80.00000 2400.00| 81.00000 2430.00|
CONSTRUCTION SIGN, A | | |
0042 801-06710 60.000 DAY | 10.00000 600.00| 10.00000 600.00|
FLASHING ARROW SIGN | | |
0043 801-06775 LUMP | 3472.51000 3472.51| 40000.00000 40000.00|
MAINTAINING TRAFFIC | | |
0044 801-09133 2.000 EACH | 1700.00000 3400.00| 2100.00000 4200.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0045 805-01843 10.000 EACH | 245.00000 2450.00| 245.00000 2450.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0046 805-02327 30.000 EACH | 145.00000 4350.00| 145.00000 4350.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0047 805-02441 8592.000 LFT | 0.31000 2663.52| 0.31000 2663.52|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0048 805-78795 3052.000 LFT | 9.00000 27468.00| 9.00000 27468.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0049 808-06701 6673.000 LFT | 0.30000 2001.90| 0.28000 1868.44|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0050 808-75205 7389.000 LFT | 0.30000 2216.70| 0.28000 2068.92|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0051 808-75240 1626.000 LFT | 0.30000 487.80| 0.28000 455.28|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0052 808-75245 27888.000 LFT | 0.30000 8366.40| 0.28000 7808.64|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0053 808-75278 121.000 LFT | 2.00000 242.00| 2.00000 242.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 291 -5
TABULATION OF BIDS
ROUTE : 53
CALL ORDER : 291 CONTRACT ID : SRS-30081-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 808-75297 958.000 LFT | 3.50000 3353.00| 4.00000 3832.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0055 808-75320 54.000 EACH | 50.00000 2700.00| 60.00000 3240.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0056 808-75325 19.000 EACH | 50.00000 950.00| 80.00000 1520.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0057 808-75996 1160.000 EACH | 4.00000 4640.00| 5.60000 6496.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0058 808-95933 17842.000 LFT | 0.50000 8921.00| 0.20000 3568.40|
CURB PAINTING, YELLOW | | |
0059 808-96075 192.000 LFT | 0.36000 69.12| 1.50000 288.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | |
IN. | | |
0060 808-96078 192.000 LFT | 0.36000 69.12| 1.50000 288.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 6 | | |
IN. | | |
0061 808-75300 170.000 LFT | 2.00000 340.00| 2.00000 340.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0062 720-44000 4.000 EACH | 430.13000 1720.52| 800.00000 3200.00|
CASTING, ADJUST TO GRADE | | |
0063 605-06120 70.000 LFT | 26.88000 1881.60| 45.00000 3150.00|
CURB, CONCRETE | | |
SECTION TOTALS | $ 1,148,579.81| $ 1,182,426.70| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,148,579.81| $ 1,182,426.70| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 301 -1
VENDOR RANKING
CALL ORDER : 301 CONTRACT ID : SRS-30290-A COUNTIES : JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710502
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 561,483.58 100.0000%
2 35-1357381 O`MARA DAVE CONTRACTOR $ 648,759.90 115.5439%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 301 -2
TABULATION OF BIDS
ROUTE : SR 3
CALL ORDER : 301 CONTRACT ID : SRS-30290-A COUNTIES : JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |O`MARA DAVE CONTRACTOR |
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 | 920.00000 920.00| 1500.00000 1500.00|
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 109-08440 1.000 DOL | 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|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 2450.00000 2450.00| 9000.00000 9000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 202-02240 20.000 SYS | 31.00000 620.00| 20.00000 400.00|
PAVEMENT REMOVAL | | |
0010 202-02278 124.000 LFT | 5.00000 620.00| 20.00000 2480.00|
CURB, CONCRETE, REMOVE | | |
0011 202-52710 109.000 SYS | 14.50000 1580.50| 20.00000 2180.00|
SIDEWALK, CONCRETE, REMOVE | | |
0012 303-01180 200.000 TON | 22.00000 4400.00| 40.00000 8000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0013 304-07490 2012.000 TON | 62.00000 124744.00| 80.00000 160960.00|
HMA PATCHING, TYPE B | | |
0014 306-08034 45643.000 SYS | 0.42000 19170.06| 1.00000 45643.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0015 306-08043 100.000 SYS | 4.00000 400.00| 1.00000 100.00|
MILLING, TRANSITION | | |
0016 306-08432 6353.000 SYS | 0.44000 2795.32| 2.00000 12706.00|
MILLING, APPROACH | | |
0017 401-07327 3766.000 TON | 59.50000 224077.00| 53.00000 199598.00|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0018 402-07451 100.000 TON | 80.00000 8000.00| 90.00000 9000.00|
HMA WEDGE AND LEVEL, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 301 -3
TABULATION OF BIDS
ROUTE : SR 3
CALL ORDER : 301 CONTRACT ID : SRS-30290-A COUNTIES : JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 14.000 TON | 400.00000 5600.00| 500.00000 7000.00|
ASPHALT FOR TACK COAT | | |
0020 604-06070 109.000 SYS | 50.00000 5450.00| 40.00000 4360.00|
SIDEWALK, CONCRETE | | |
0021 604-06367 400.000 LFT | 2.50000 1000.00| 1.00000 400.00|
JOINT MATERIAL | | |
0022 604-07894 11.000 SYS | 135.00000 1485.00| 135.00000 1485.00|
CURB RAMP, CONCRETE, A | | |
0023 604-07896 153.000 SYS | 115.00000 17595.00| 135.00000 20655.00|
CURB RAMP, CONCRETE, B | | |
0024 604-07897 154.000 SYS | 115.00000 17710.00| 135.00000 20790.00|
CURB RAMP, CONCRETE, C | | |
0025 604-07898 4.000 SYS | 175.00000 700.00| 135.00000 540.00|
CURB RAMP, CONCRETE, D | | |
0026 604-07901 6.000 SYS | 170.00000 1020.00| 135.00000 810.00|
CURB RAMP, CONCRETE, G | | |
0027 605-06090 16.000 LFT | 48.00000 768.00| 50.00000 800.00|
CURB, INTEGRAL, CONCRETE | | |
0028 605-06120 108.000 LFT | 36.00000 3888.00| 35.00000 3780.00|
CURB, CONCRETE | | |
0029 610-07487 524.000 TON | 85.00000 44540.00| 100.00000 52400.00|
HMA FOR APPROACHES, TYPE B | | |
0030 621-06574 60.000 SYS | 8.00000 480.00| 35.00000 2100.00|
SODDING | | |
0031 628-09402 6.000 MOS | 1300.00000 7800.00| 1500.00000 9000.00|
FIELD OFFICE, B | | |
0032 720-44000 39.000 EACH | 350.00000 13650.00| 100.00000 3900.00|
CASTING, ADJUST TO GRADE | | |
0033 801-03290 2.000 EACH | 165.00000 330.00| 250.00000 500.00|
CONSTRUCTION SIGN, C | | |
0034 801-06203 1921.000 LFT | 0.19000 364.99| 1.00000 1921.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0035 801-06207 1921.000 LFT | 1.50000 2881.50| 1.00000 1921.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0036 801-06640 50.000 EACH | 125.00000 6250.00| 100.00000 5000.00|
CONSTRUCTION SIGN, A | | |
0037 801-06645 2.000 EACH | 45.00000 90.00| 75.00000 150.00|
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 301 -4
TABULATION OF BIDS
ROUTE : SR 3
CALL ORDER : 301 CONTRACT ID : SRS-30290-A COUNTIES : JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 801-06775 LUMP | 17500.00000 17500.00| 30000.00000 30000.00|
MAINTAINING TRAFFIC | | |
0039 805-02327 3.000 EACH | 175.00000 525.00| 250.00000 750.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0040 805-78470 1500.000 LFT | 0.40000 600.00| 0.50000 750.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0041 805-78510 150.000 LFT | 0.80000 120.00| 4.00000 600.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0042 805-78785 1.000 EACH | 565.00000 565.00| 1500.00000 1500.00|
SIGNAL DETECTOR HOUSING | | |
0043 805-78795 480.000 LFT | 7.45000 3576.00| 10.00000 4800.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0044 808-06705 232.000 LFT | 1.22000 283.04| 1.50000 348.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0045 808-75205 14067.000 LFT | 0.27000 3798.09| 0.35000 4923.45|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0046 808-75240 631.000 LFT | 0.27000 170.37| 0.35000 220.85|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0047 808-75245 17206.000 LFT | 0.27000 4645.62| 0.35000 6022.10|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0048 808-75297 399.000 LFT | 3.65000 1456.35| 4.50000 1795.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0049 808-75320 10.000 EACH | 52.00000 520.00| 100.00000 1000.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0050 808-75325 1.000 EACH | 75.00000 75.00| 125.00000 125.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0051 808-75996 166.000 EACH | 8.95000 1485.70| 15.00000 2490.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0052 808-75998 166.000 EACH | 27.46000 4558.36| 25.00000 4150.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0053 808-75998 8.000 EACH | 27.46000 219.68| 25.00000 200.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
Blue for Fire Hydrant Locations | | |
SECTION TOTALS | $ 561,483.58| $ 648,759.90| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 561,483.58| $ 648,759.90| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 321 -1
VENDOR RANKING
CALL ORDER : 321 CONTRACT ID : SRS-31802-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/09/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810390
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 20-4163875 TERRY ASPHALT MATERIALS INC $ 652,310.41 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 321 -2
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 321 CONTRACT ID : SRS-31802-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICROSURFACE
| | |
0001 105-06845 LUMP | 2700.00000 2700.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 100.00000 400.00| |
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 | 31288.00000 31288.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-07449 50.000 TON | 70.00000 3500.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0012 304-07490 200.000 TON | 225.00000 45000.00| |
HMA PATCHING, TYPE B | | |
0013 406-05520 1.000 TON | 500.00000 500.00| |
ASPHALT FOR TACK COAT | | |
0014 411-09521 130158.000 SYS | 3.74000 486790.92| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0015 628-09401 4.000 MOS | 2400.00000 9600.00| |
FIELD OFFICE, A | | |
0016 801-03290 3.000 EACH | 240.00000 720.00| |
CONSTRUCTION SIGN, C | | |
0017 801-06207 4135.000 LFT | 1.50000 6202.50| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 321 -3
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 321 CONTRACT ID : SRS-31802-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06640 25.000 EACH | 105.00000 2625.00| |
CONSTRUCTION SIGN, A | | |
0019 801-06645 1.000 EACH | 85.00000 85.00| |
CONSTRUCTION SIGN, B | | |
0020 801-06775 LUMP | 29741.00000 29741.00| |
MAINTAINING TRAFFIC | | |
0021 808-06712 8332.000 LFT | 0.21000 1749.72| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0022 808-06713 83770.000 LFT | 0.13000 10890.10| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0023 808-06714 24709.000 LFT | 0.13000 3212.17| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0024 808-75996 760.000 EACH | 5.50000 4180.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0025 808-75998 760.000 EACH | 17.00000 12920.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 652,310.41| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 652,310.41| $ 648,759.90| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 331 -1
VENDOR RANKING
CALL ORDER : 331 CONTRACT ID : SRS-31803-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810391
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 20-4163875 TERRY ASPHALT MATERIALS INC $ 229,303.90 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 331 -2
TABULATION OF BIDS
ROUTE : SR 7
CALL ORDER : 331 CONTRACT ID : SRS-31803-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICROSURFACING
| | |
0001 105-06845 LUMP | 1800.00000 1800.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 100.00000 400.00| |
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 | 21265.00000 21265.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-07449 20.000 TON | 90.00000 1800.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0012 304-07490 50.000 TON | 300.00000 15000.00| |
HMA PATCHING, TYPE B | | |
0013 406-05520 0.020 TON | 1000.00000 20.00| |
ASPHALT FOR TACK COAT | | |
0014 411-09521 38220.000 SYS | 3.76000 143707.20| |
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0015 628-09401 4.000 MOS | 2400.00000 9600.00| |
FIELD OFFICE, A | | |
0016 801-03290 2.000 EACH | 165.00000 330.00| |
CONSTRUCTION SIGN, C | | |
0017 801-06207 1500.000 LFT | 1.50000 2250.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 331 -3
TABULATION OF BIDS
ROUTE : SR 7
CALL ORDER : 331 CONTRACT ID : SRS-31803-A COUNTIES : JEFFERSON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 20-4163875 |( ) |( )
|TERRY ASPHALT MATERIALS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06640 16.000 EACH | 160.00000 2560.00| |
CONSTRUCTION SIGN, A | | |
0019 801-06775 LUMP | 17684.00000 17684.00| |
MAINTAINING TRAFFIC | | |
0020 808-06712 2530.000 LFT | 0.15000 379.50| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0021 808-06713 26460.000 LFT | 0.15000 3969.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0022 808-06714 10208.000 LFT | 0.15000 1531.20| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0023 808-75996 260.000 EACH | 5.00000 1300.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0024 808-75998 260.000 EACH | 21.00000 5460.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0025 808-75998 2.000 EACH | 21.00000 42.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
BLUE RPM FOR FIRE HYDRANT LOCATIONS | | |
SECTION TOTALS | $ 229,303.90| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 229,303.90| $ 648,759.90| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 341 -1
VENDOR RANKING
CALL ORDER : 341 CONTRACT ID : SRS-31805-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810411
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 1,784,927.67 100.0000%
2 35-1357381 O`MARA DAVE CONTRACTOR $ 1,869,356.45 104.7301%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 341 -2
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 341 CONTRACT ID : SRS-31805-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( )
|MILESTONE CONTRACTORS LP |O`MARA DAVE CONTRACTOR |
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 | 4000.00000 4000.00| 3800.00000 3800.00|
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 109-08440 1.000 DOL | 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|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 82000.00000 82000.00| 12000.00000 12000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 202-90277 5.000 EACH | 260.00000 1300.00| 260.00000 1300.00|
DETECTOR HOUSING, REMOVE | | |
0010 303-01180 10.000 TON | 55.00000 550.00| 17.50000 175.00|
COMPACTED AGGREGATE, NO. 53 | | |
0011 303-07449 1000.000 TON | 26.00000 26000.00| 23.00000 23000.00|
COMPACTED AGGREGATE, NO. 73 | | |
0012 304-07491 100.000 TON | 115.00000 11500.00| 130.00000 13000.00|
HMA PATCHING, TYPE C | | |
0013 306-08033 264816.000 SYS | 0.30000 79444.80| 0.70000 185371.20|
MILLING, ASPHALT, 1 IN. | | |
0014 306-08034 3829.000 SYS | 0.30000 1148.70| 0.70000 2680.30|
MILLING, ASPHALT, 1 1/2 IN. | | |
0015 306-08043 3980.000 SYS | 0.30000 1194.00| 0.70000 2786.00|
MILLING, TRANSITION | | |
0016 306-08432 15805.000 SYS | 0.75000 11853.75| 0.70000 11063.50|
MILLING, APPROACH | | |
0017 401-06264 LUMP | 3200.00000 3200.00| 1500.00000 1500.00|
PROFILOGRAPH, HMA | | |
0018 401-07328 22163.000 TON | 55.00000 1218965.00| 58.75000 1302076.25|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 341 -3
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 341 CONTRACT ID : SRS-31805-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( )
|MILESTONE CONTRACTORS LP |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 402-07452 300.000 TON | 68.00000 20400.00| 76.00000 22800.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0020 406-05520 78.000 TON | 420.00000 32760.00| 489.00000 38142.00|
ASPHALT FOR TACK COAT | | |
0021 610-07488 1304.000 TON | 100.00000 130400.00| 85.00000 110840.00|
HMA FOR APPROACHES, TYPE C | | |
0022 628-09401 6.000 MOS | 2500.00000 15000.00| 1200.00000 7200.00|
FIELD OFFICE, A | | |
0023 628-09407 4.000 MOS | 650.00000 2600.00| 400.00000 1600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
0024 720-44000 1.000 EACH | 650.00000 650.00| 500.00000 500.00|
CASTING, ADJUST TO GRADE | | |
0025 801-03290 2.000 EACH | 150.00000 300.00| 228.00000 456.00|
CONSTRUCTION SIGN, C | | |
0026 801-06203 8000.000 LFT | 0.35000 2800.00| 0.60000 4800.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0027 801-06207 8000.000 LFT | 1.60000 12800.00| 1.50000 12000.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 67.000 EACH | 120.00000 8040.00| 113.00000 7571.00|
CONSTRUCTION SIGN, A | | |
0029 801-06710 20.000 DAY | 21.00000 420.00| 26.00000 520.00|
FLASHING ARROW SIGN | | |
0030 801-06775 LUMP | 36500.00000 36500.00| 26000.00000 26000.00|
MAINTAINING TRAFFIC | | |
0031 805-78470 2125.000 LFT | 0.25000 531.25| 0.30000 637.50|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0032 805-78510 215.000 LFT | 3.15000 677.25| 3.00000 645.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0033 805-78785 5.000 EACH | 975.00000 4875.00| 988.00000 4940.00|
SIGNAL DETECTOR HOUSING | | |
0034 805-78795 680.000 LFT | 7.60000 5168.00| 7.50000 5100.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0036 808-06711 129.000 LFT | 0.50000 64.50| 0.50000 64.50|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0037 808-06712 5963.000 LFT | 0.17000 1013.71| 0.20000 1192.60|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0038 808-06713 160951.000 LFT | 0.11000 17704.61| 0.10000 16095.10|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 341 -4
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 341 CONTRACT ID : SRS-31805-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( )
|MILESTONE CONTRACTORS LP |O`MARA DAVE CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 808-06714 127905.000 LFT | 0.11000 14069.55| 0.10000 12790.50|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0041 808-75297 176.000 LFT | 4.20000 739.20| 5.00000 880.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0042 808-75320 2.000 EACH | 105.00000 210.00| 104.00000 208.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0043 808-75325 1.000 EACH | 135.00000 135.00| 140.00000 140.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0044 808-75996 1933.000 EACH | 3.95000 7635.35| 4.00000 7732.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0045 808-75998 1933.000 EACH | 14.00000 27062.00| 14.00000 27062.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0046 808-75998 11.000 EACH | 14.00000 154.00| 14.00000 154.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
BLUE RPMS FOR FIRE HYDRANT LOCATIONS | | |
0047 801-06216 176.000 LFT | 6.00000 1056.00| 3.00000 528.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
SECTION TOTALS | $ 1,784,927.67| $ 1,869,356.45| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,784,927.67| $ 1,869,356.45| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 351 -1
VENDOR RANKING
CALL ORDER : 351 CONTRACT ID : SRS-31808-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/13/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810413
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 O`MARA DAVE CONTRACTOR $ 1,696,103.37 100.0000%
2 35-0844079 PAUL H ROHE COMPANY $ 1,756,878.74 103.5832%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 351 -2
TABULATION OF BIDS
ROUTE : 7
CALL ORDER : 351 CONTRACT ID : SRS-31808-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( )
|O`MARA DAVE CONTRACTOR |PAUL H ROHE COMPANY |
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 | 4000.00000 4000.00| 1500.00000 1500.00|
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 109-08440 1.000 DOL | 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|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 57000.00000 57000.00| 4550.00000 4550.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 303-07449 250.000 TON | 35.00000 8750.00| 34.00000 8500.00|
COMPACTED AGGREGATE, NO. 73 | | |
0010 304-07490 300.000 TON | 100.00000 30000.00| 150.00000 45000.00|
HMA PATCHING, TYPE B | | |
0011 306-08033 271508.000 SYS | 0.50000 135754.00| 0.35000 95027.80|
MILLING, ASPHALT, 1 IN. | | |
0012 306-08043 1740.000 SYS | 0.50000 870.00| 1.10000 1914.00|
MILLING, TRANSITION | | |
0013 306-08432 16312.000 SYS | 1.00000 16312.00| 0.55000 8971.60|
MILLING, APPROACH | | |
0014 401-06264 LUMP | 3500.00000 3500.00| 1200.00000 1200.00|
PROFILOGRAPH, HMA | | |
0015 401-07322 22399.000 TON | 50.00000 1119950.00| 60.00000 1343940.00|
QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |
0016 402-07451 100.000 TON | 75.00000 7500.00| 100.00000 10000.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0017 406-05520 79.000 TON | 450.00000 35550.00| 425.00000 33575.00|
ASPHALT FOR TACK COAT | | |
0018 610-07487 1346.000 TON | 100.00000 134600.00| 75.00000 100950.00|
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 351 -3
TABULATION OF BIDS
ROUTE : 7
CALL ORDER : 351 CONTRACT ID : SRS-31808-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( )
|O`MARA DAVE CONTRACTOR |PAUL H ROHE COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 628-09402 6.000 MOS | 1500.00000 9000.00| 1300.00000 7800.00|
FIELD OFFICE, B | | |
0020 720-44000 1.000 EACH | 500.00000 500.00| 350.00000 350.00|
CASTING, ADJUST TO GRADE | | |
0021 801-03290 2.000 EACH | 250.00000 500.00| 219.00000 438.00|
CONSTRUCTION SIGN, C | | |
0022 801-06203 8337.000 LFT | 0.50000 4168.50| 0.17000 1417.29|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0023 801-06209 8337.000 LFT | 1.00000 8337.00| 0.80000 6669.60|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
6 IN. | | |
0024 801-06640 61.000 EACH | 100.00000 6100.00| 88.00000 5368.00|
CONSTRUCTION SIGN, A | | |
0025 801-06645 1.000 EACH | 75.00000 75.00| 60.00000 60.00|
CONSTRUCTION SIGN, B | | |
0026 801-06775 LUMP | 60000.00000 60000.00| 34500.00000 34500.00|
MAINTAINING TRAFFIC | | |
0027 808-03439 200.000 LFT | 4.50000 900.00| 4.10000 820.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0028 808-05929 180.000 LFT | 1.50000 270.00| 1.35000 243.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
0029 808-06705 200.000 LFT | 1.50000 300.00| 1.35000 270.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0030 808-06712 10949.000 LFT | 0.15000 1642.35| 0.14000 1532.86|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0031 808-06713 166745.000 LFT | 0.12000 20009.40| 0.10000 16674.50|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0032 808-06714 109801.000 LFT | 0.12000 13176.12| 0.09000 9882.09|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0033 808-75272 200.000 LFT | 5.00000 1000.00| 4.10000 820.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0034 808-75297 110.000 LFT | 5.00000 550.00| 4.10000 451.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0035 808-75996 804.000 EACH | 4.50000 3618.00| 4.05000 3256.20|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 351 -4
TABULATION OF BIDS
ROUTE : 7
CALL ORDER : 351 CONTRACT ID : SRS-31808-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( )
|O`MARA DAVE CONTRACTOR |PAUL H ROHE COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 808-75998 804.000 EACH | 15.00000 12060.00| 13.80000 11095.20|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0037 808-75998 7.000 EACH | 15.00000 105.00| 13.80000 96.60|
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
BLUE MARKER, FOR HYDRANTS | | |
SECTION TOTALS | $ 1,696,103.37| $ 1,756,878.74| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,696,103.37| $ 1,756,878.74| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 361 -1
VENDOR RANKING
CALL ORDER : 361 CONTRACT ID : SRS-31814-A COUNTIES : CLINTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810387
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 43-1878237 MICRO SURFACING INC $ 253,803.90 100.0000%
2 20-4163875 TERRY ASPHALT MATERIALS INC $ 265,161.21 104.4748%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 361 -2
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 361 CONTRACT ID : SRS-31814-A COUNTIES : CLINTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 43-1878237 |( 2 ) 20-4163875 |( )
|MICRO SURFACING INC |TERRY ASPHALT MATERIALS INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICROSURFACING
| | |
0001 105-06845 LUMP | 1300.00000 1300.00| 1000.00000 1000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 50.00000 250.00| 100.00000 500.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 19500.00000 19500.00| 22051.00000 22051.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 30.000 TON | 92.00000 2760.00| 105.00000 3150.00|
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07491 225.000 TON | 141.00000 31725.00| 160.00000 36000.00|
HMA PATCHING, TYPE C | | |
0013 408-07478 4.820 TON | 4500.00000 21690.00| 3800.00000 18316.00|
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
ROUT AND SEAL | | |
0014 411-09521 33084.000 SYS | 4.49000 148547.16| 3.99000 132005.16|
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0015 628-09401 5.000 MOS | 1250.00000 6250.00| 2400.00000 12000.00|
FIELD OFFICE, A | | |
0016 801-03290 4.000 EACH | 145.00000 580.00| 155.00000 620.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 361 -3
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 361 CONTRACT ID : SRS-31814-A COUNTIES : CLINTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 43-1878237 |( 2 ) 20-4163875 |( )
|MICRO SURFACING INC |TERRY ASPHALT MATERIALS INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 801-06207 1163.400 LFT | 0.85000 988.89| 1.50000 1745.10|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0018 801-06640 18.000 EACH | 115.00000 2070.00| 125.00000 2250.00|
CONSTRUCTION SIGN, A | | |
0019 801-06775 LUMP | 3850.00000 3850.00| 20600.00000 20600.00|
MAINTAINING TRAFFIC | | |
0020 808-06703 21268.000 LFT | 0.28000 5955.04| 0.31000 6593.08|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0021 808-75240 2197.000 LFT | 0.28000 615.16| 0.31000 681.07|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0022 808-75245 7480.000 LFT | 0.28000 2094.40| 0.31000 2318.80|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0023 808-75996 205.000 EACH | 7.50000 1537.50| 5.00000 1025.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0024 808-75998 205.000 EACH | 18.95000 3884.75| 20.00000 4100.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 253,803.90| $ 265,161.21| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 253,803.90| $ 265,161.21| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 371 -1
VENDOR RANKING
CALL ORDER : 371 CONTRACT ID : SRS-31821-A COUNTIES : PUTNAM
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 61
CONTRACT TIME : 07/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810388
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 650,934.62 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 371 -2
TABULATION OF BIDS
ROUTE : 243
CALL ORDER : 371 CONTRACT ID : SRS-31821-A COUNTIES : PUTNAM
LETTING DATE : 04/22/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( ) |( )
|WABASH VALLEY ASPHALT CO LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SURFACE TREATMENT
| | |
0001 105-06845 LUMP | 6848.00000 6848.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 100.00000 1000.00| |
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 | 64967.76000 64967.76| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 304-07490 701.000 TON | 147.30000 103257.30| |
HMA PATCHING, TYPE B | | |
0012 305-60400 50.000 TON | 30.00000 1500.00| |
COMPACTED AGGREGATE FOR PATCHING | | |
0013 402-09325 58971.000 SYS | 6.28000 370337.88| |
ULTRATHIN BONDING WEARING COURSE | | |
0014 408-07478 10.000 TON | 3150.00000 31500.00| |
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
ROUT AND SEAL | | |
0015 608-04395 50.000 TON | 49.49000 2474.50| |
AGGREGATE FOR SHOULDER DRAINS | | |
0016 628-09408 5.000 MOS | 300.00000 1500.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 | | |
0017 628-09409 5.000 MOS | 75.00000 375.00| |
MOBILE INTERNET SERVICE , 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 371 -3
TABULATION OF BIDS
ROUTE : 243
CALL ORDER : 371 CONTRACT ID : SRS-31821-A COUNTIES : PUTNAM
LETTING DATE : 04/22/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( ) |( )
|WABASH VALLEY ASPHALT CO LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06207 2003.000 LFT | 1.53000 3064.59| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0019 801-06775 LUMP | 25132.80000 25132.80| |
MAINTAINING TRAFFIC | | |
0020 808-06703 42266.000 LFT | 0.28000 11834.48| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0021 808-75240 607.000 LFT | 0.27000 163.89| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0022 808-75245 39257.000 LFT | 0.27000 10599.39| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0023 808-75297 24.000 LFT | 4.20000 100.80| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0024 808-75996 550.000 EACH | 9.89000 5439.50| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0025 808-75998 521.000 EACH | 15.13000 7882.73| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0026 615-06525 5.000 EACH | 550.00000 2750.00| |
CASTING ADJUSTED TO GRADE, MONUMENT | | |
SECTION TOTALS | $ 650,934.62| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 650,934.62| $ 265,161.21| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -1
VENDOR RANKING
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/01/11 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0201245
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 5,184,952.26 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 5,494,554.50 105.9712%
3 61-1023045 FAULKNER CONSTRUCTION LLC $ 5,617,000.00 108.3327%
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,946,945.15 114.6962%
5 90-0177865 HIS CONSTRUCTORS LLC $ 6,242,509.70 120.3967%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -2
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 9700.00000 9700.00| 10000.00000 10000.00| 34700.00000 34700.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 288.72000 577.44| 175.00000 350.00| 70.00000 140.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 40.000 MOS | 144.36000 5774.40| 125.00000 5000.00| 70.00000 2800.00
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 | 259327.24000 259327.24| 277000.00000 277000.00| 267476.19040 267476.19
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 44294.92000 44294.92| 13945.49000 13945.49| 42819.78000 42819.78
CLEARING RIGHT OF WAY | | |
0012 202-02241 625.000 LFT | 3.44000 2150.00| 5.00000 3125.00| 6.00000 3750.00
GUARDRAIL, REMOVE | | |
0013 202-51328 LUMP | 283420.42000 283420.42| 423646.63000 423646.63| 850505.80000 850505.80
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 202-93741 4.000 EACH | 134.42000 537.68| 500.00000 2000.00| 250.00000 1000.00
GUARD RAIL END TREATMENT, REMOVE | | |
0015 203-02000 837.000 CYS | 10.65000 8914.05| 29.09000 24348.33| 22.00000 18414.00
EXCAVATION, COMMON | | |
0016 203-02070 268.000 CYS | 18.00000 4824.00| 46.10000 12354.80| 10.00000 2680.00
BORROW | | |
0017 205-03371 50.000 CYS | 27.06000 1353.00| 99.99000 4999.50| 30.00000 1500.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -3
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06937 1700.000 LFT | 1.60000 2720.00| 1.60000 2720.00| 1.60000 2720.00
TEMPORARY SILT FENCE | | |
0019 206-51230 133.100 CYS | 35.15000 4678.47| 12.00000 1597.20| 40.00000 5324.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0020 207-08263 950.000 SYS | 14.00000 13300.00| 13.47000 12796.50| 2.00000 1900.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08266 350.000 SYS | 9.94000 3479.00| 8.09000 2831.50| 10.00000 3500.00
SUBGRADE TREATMENT, TYPE III | | |
0022 211-06467 48.000 CYS | 47.00000 2256.00| 58.03000 2785.44| 100.00000 4800.00
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09265 8.000 CYS | 29.14000 233.12| 45.49000 363.92| 200.00000 1600.00
STRUCTURE BACKFILL, TYPE 2 | | |
0024 301-07448 400.000 TON | 34.34000 13736.00| 25.24000 10096.00| 40.00000 16000.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 302-07455 50.000 CYS | 50.46000 2523.00| 53.78000 2689.00| 100.00000 5000.00
DENSE GRADED SUBBASE | | |
0026 303-02051 100.000 TON | 40.04000 4004.00| 25.06000 2506.00| 100.00000 10000.00
STONE, NO 2 | | |
0027 306-08034 1280.000 SYS | 8.81000 11276.80| 3.81000 4876.80| 2.75000 3520.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 402-07432 30.000 TON | 75.00000 2250.00| 100.00000 3000.00| 75.00000 2250.00
HMA SURFACE, TYPE A | | |
0029 402-07433 80.000 TON | 76.00000 6080.00| 100.00000 8000.00| 76.00000 6080.00
HMA SURFACE, TYPE B | | |
0030 402-07434 115.000 TON | 80.00000 9200.00| 120.00000 13800.00| 80.00000 9200.00
HMA SURFACE, TYPE C | | |
0031 402-07435 40.000 TON | 62.00000 2480.00| 100.00000 4000.00| 62.00000 2480.00
HMA INTERMEDIATE, TYPE A | | |
0032 402-07438 205.000 TON | 63.00000 12915.00| 100.00000 20500.00| 63.00000 12915.00
HMA INTERMEDIATE, TYPE B | | |
0033 406-05521 2600.000 SYS | 0.09000 234.00| 0.20000 520.00| 0.09000 234.00
ASPHALT FOR TACK COAT | | |
0035 601-01522 4.000 EACH | 1930.00000 7720.00| 1885.00000 7540.00| 2060.00000 8240.00
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-94689 2.000 EACH | 2330.00000 4660.00| 2605.00000 5210.00| 2395.00000 4790.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-94690 2.000 EACH | 3800.00000 7600.00| 3775.00000 7550.00| 3595.00000 7190.00
GUARDRAIL END TREATMENT, MS | | |
0038 601-97774 2.000 EACH | 1035.00000 2070.00| 650.00000 1300.00| 840.00000 1680.00
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -4
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-97803 2.000 EACH | 2130.00000 4260.00| 1575.00000 3150.00| 1830.00000 3660.00
GUARDRAIL END TREATMENT, MS, SPARE | | |
PARTS PACKAGE | | |
0040 601-98352 538.000 LFT | 95.79000 51535.02| 150.14000 80775.32| 138.10000 74297.80
BICYCLE RAILING | | |
0041 601-99105 218.750 LFT | 15.00000 3281.25| 19.80000 4331.25| 22.90000 5009.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0042 601-99108 237.500 LFT | 21.65000 5141.88| 29.00000 6887.50| 33.98000 8070.25
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0043 602-06729 32.000 EACH | 11.00000 352.00| 14.00000 448.00| 14.00000 448.00
BARRIER DELINEATOR | | |
0045 616-02320 1443.000 SYS | 1.74000 2510.82| 2.39000 3448.77| 1.00000 1443.00
GEOTEXTILES | | |
0046 616-05689 160.000 TON | 33.00000 5280.00| 27.31000 4369.60| 50.00000 8000.00
RIPRAP, CLASS 2 | | |
0047 616-06405 705.000 TON | 26.07000 18379.35| 23.83000 16800.15| 40.00000 28200.00
RIPRAP, REVETMENT | | |
0048 619-09429 12604.000 SFT | 18.33000 231031.32| 11.00000 138644.00| 20.16000 254096.64
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 | | |
0049 619-09437 12604.000 SFT | 9.52000 119990.08| 4.00000 50416.00| 9.52000 119990.08
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0050 621-06545 0.800 TON | 775.00000 620.00| 775.00000 620.00| 775.00000 620.00
FERTILIZER | | |
0051 621-06553 164.000 LBS | 3.30000 541.20| 3.30000 541.20| 3.30000 541.20
SEED MIXTURE, R | | |
0052 621-06557 145.000 LBS | 2.10000 304.50| 2.10000 304.50| 2.10000 304.50
SEED MIXTURE, T | | |
0053 621-06565 3.800 TON | 420.00000 1596.00| 420.00000 1596.00| 420.00000 1596.00
MULCHING MATERIAL | | |
0054 622-52436 5.000 EACH | 32.00000 160.00| 23.00000 115.00| 23.00000 115.00
SIGN, DO NOT MOW OR SPRAY | | |
0055 628-09402 24.000 MOS | 2434.00000 58416.00| 1484.39000 35625.36| 3000.00000 72000.00
FIELD OFFICE, B | | |
0056 701-04732 96.000 LFT | 74.19000 7122.24| 159.38000 15300.48| 65.00000 6240.00
PILE , CONC, STEEL SHELL ENCASED, 0.25 | | |
IN, 24 | | |
0057 701-05779 LUMP | 239938.92000 239938.92| 40000.00000 40000.00| 65000.00000 65000.00
FURNISHING DRILLED SHAFT DRILLING | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -5
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 701-05780 593.000 CYS | 283.51000 168121.43| 601.21000 356517.53| 589.16000 349371.88
DRILLED SHAFT CONCRETE | | |
0059 701-05781 472.900 CYS | 1214.77000 574464.73| 1248.47000 590401.46| 1330.00000 628957.00
UNCLASSIFIED SHAFT EXCAVATION | | |
0060 701-05782 16.800 CYS | 1104.05000 18548.04| 1369.91000 23014.49| 1250.00000 21000.00
UNCLASSIFIED EXTRA DEPTH EXCAVATION | | |
0061 701-05783 36.000 HRS | 1626.88000 58567.68| 700.00000 25200.00| 800.00000 28800.00
OBSTRUCTIONS | | |
0062 701-05784 30.000 LFT | 375.00000 11250.00| 539.61000 16188.30| 375.00000 11250.00
TRIAL SHAFT HOLES | | |
0063 701-05785 120.000 LFT | 280.00000 33600.00| 315.16000 37819.20| 380.00000 45600.00
EXPLORATION (SHAFT EXCAVATION) | | |
0064 701-05787 LUMP | 6020.28000 6020.28| 42626.79000 42626.79| 10000.00000 10000.00
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION | | |
0065 701-51195 1077.000 LFT | 51.38000 55336.26| 50.63000 54528.51| 40.22000 43316.94
PILE, STEEL H, HP 12" X 53 | | |
0066 701-91792 12.000 EACH | 113.33000 1359.96| 85.00000 1020.00| 89.00000 1068.00
PILE TIP, STEEL H | | |
0067 701-97874 36.000 LFT | 78.08000 2810.88| 214.84000 7734.24| 50.00000 1800.00
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
0068 702-51005 322.200 CYS | 812.88000 261909.94| 1438.62000 463523.36| 1081.27000 348385.19
CONCRETE, A, SUBSTRUCTURE | | |
0069 702-51110 9016.000 LBS | 2.01000 18122.16| 20.24000 182483.84| 2.00000 18032.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0070 702-51863 432.000 EACH | 4.07000 1758.24| 8.96000 3870.72| 100.00000 43200.00
FIELD DRILLED HOLE IN CONCRETE | | |
0071 702-93722 664.100 CYS | 736.48000 489096.37| 605.13000 401866.83| 607.22000 403254.80
CONCRETE, C | | |
0072 703-01540 206.000 EACH | 19.14000 3942.84| 29.11000 5996.66| 20.00000 4120.00
THREADED TIE BAR ASSEMBLY | | |
0073 703-06028 16361.000 LBS | 0.71000 11616.31| 0.94000 15379.34| 1.00000 16361.00
REINFORCING BARS | | |
0074 703-06029 241432.000 LBS | 0.83000 200388.56| 0.93000 224531.76| 0.80000 193145.60
REINFORCING BARS, EPOXY COATED | | |
0075 703-97936 2187.000 EACH | 19.14000 41859.18| 11.81000 25828.47| 20.00000 43740.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0076 706-06339 520.000 LFT | 60.10000 31252.00| 52.00000 27040.00| 50.25000 26130.00
RAILING, PF-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -6
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 706-06339 520.000 LFT | 79.81000 41501.20| 73.00000 37960.00| 71.67000 37268.40
RAILING, PF-1 , MODIFIED | | |
0078 706-06351 4.000 EACH | 1459.23000 5836.92| 1555.87000 6223.48| 2500.00000 10000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0079 706-51020 63.100 CYS | 589.22000 37179.78| 547.91000 34573.12| 663.81000 41886.41
CONCRETE, C, RAILING | | |
0080 709-51821 LUMP | 15460.00000 15460.00| 15460.00000 15460.00| 15059.82000 15059.82
SURFACE SEAL | | |
0081 711-51038 LUMP | 605579.23000 605579.23| 616725.75000 616725.75| 606876.35000 606876.35
STRUCTURAL STEEL | | |
0082 711-51864 714.000 EACH | 40.00000 28560.00| 27.00000 19278.00| 20.00000 14280.00
DRILLED HOLE | | |
0083 711-51877 LUMP | 580424.47000 580424.47| 613793.00000 613793.00| 130100.00000 130100.00
JACKING AND SUPPORTING BEAMS | | |
0084 711-96800 3528.000 EACH | 3.00000 10584.00| 3.50000 12348.00| 3.20000 11289.60
STUD SHEAR CONNECTORS | | |
0085 715-05173 50.000 LFT | 38.63000 1931.50| 132.00000 6600.00| 55.00000 2750.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0086 715-05407 116.000 LFT | 4.46000 517.36| 26.71000 3098.36| 30.00000 3480.00
PIPE, END BENT DRAIN, 6 IN. | | |
0087 715-46020 2.000 EACH | 866.96000 1733.92| 365.00000 730.00| 1500.00000 3000.00
PIPE END SECTION, 24 IN. | | |
0088 715-91361 84.000 LFT | 14.88000 1249.92| 21.44000 1800.96| 15.00000 1260.00
PIPE, PVC, 6 IN. | | |
0090 724-51925 107.900 LFT | 190.13000 20515.03| 114.35000 12338.37| 77.35000 8346.07
STRUCTURAL EXPANSION JOINT, SS | | |
0091 726-58789 27.000 EACH | 1771.18000 47821.86| 1658.48000 44778.96| 1400.00000 37800.00
BEARING ASSEMBLY, ELASTOMERIC, II | | |
0092 726-99095 54.000 EACH | 1771.18000 95643.72| 1042.76000 56309.04| 900.00000 48600.00
BEARING ASSEMBLY, ELASTOMERIC, I | | |
0093 801-01851 LUMP | 38261.12000 38261.12| 34450.00000 34450.00| 25000.00000 25000.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0094 801-03290 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 375.00000 750.00
CONSTRUCTION SIGN, C | | |
0095 801-06207 16200.000 LFT | 0.83000 13446.00| 0.83000 13446.00| 1.00000 16200.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0096 801-06218 24.000 LFT | 9.00000 216.00| 9.00000 216.00| 6.00000 144.00
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -7
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 801-06640 30.000 EACH | 299.00000 8970.00| 299.00000 8970.00| 265.00000 7950.00
CONSTRUCTION SIGN, A | | |
0098 801-06645 5.000 EACH | 135.00000 675.00| 135.00000 675.00| 60.00000 300.00
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 15239.83000 15239.83| 37853.97000 37853.97| 245950.00000 245950.00
MAINTAINING TRAFFIC | | |
0101 801-07023 4.000 EACH | 8300.00000 33200.00| 5500.00000 22000.00| 2800.00000 11200.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0102 801-08508 2085.000 LFT | 26.10000 54418.50| 25.90000 54001.50| 37.75000 78708.75
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0103 808-03631 1142.000 LFT | 2.10000 2398.20| 2.10000 2398.20| 2.75000 3140.50
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0104 808-04896 143.000 LFT | 2.10000 300.30| 2.10000 300.30| 2.75000 393.25
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0105 808-06712 180.000 LFT | 1.00000 180.00| 1.00000 180.00| 0.28000 50.40
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0106 808-06713 1440.000 LFT | 0.55000 792.00| 0.55000 792.00| 0.28000 403.20
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0107 808-06716 2528.000 LFT | 0.50000 1264.00| 0.50000 1264.00| 0.70000 1769.60
LINE, REMOVE | | |
0108 808-75996 17.000 EACH | 19.11000 324.87| 11.20000 190.40| 30.00000 510.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0109 808-75998 17.000 EACH | 79.35000 1348.95| 79.35000 1348.95| 60.00000 1020.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0110 609-06259 290.000 SYS | 76.98000 22324.20| 75.24000 21819.60| 70.00000 20300.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0111 622-91786 140.000 EACH | 15.00000 2100.00| 7.00000 980.00| 7.00000 980.00
SEEDLING | | |
0112 703-96512 160.000 EACH | 92.80000 14848.00| 36.43000 5828.80| 32.00000 5120.00
BAR SPLICE | | |
0113 802-03776 42.000 LFT | 25.00000 1050.00| 25.00000 1050.00| 12.50000 525.00
SIGN POST, WOOD, 6 IN. X 6 IN. | | |
0114 802-05701 73.000 LFT | 14.00000 1022.00| 14.00000 1022.00| 11.56000 843.88
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0115 802-05702 24.000 LFT | 15.00000 360.00| 15.00000 360.00| 10.76000 258.24
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -8
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-1323837 |( 2 ) 35-1385672 |( 3 ) 61-1023045
|SUNESIS CONSTRUCTION COMPANY |FORCE CONSTRUCTION CO INC |FAULKNER CONSTRUCTION LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0116 802-76025 10.000 SFT | 24.00000 240.00| 24.00000 240.00| 17.00000 170.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0117 802-76040 7.500 SFT | 28.00000 210.00| 28.00000 210.00| 21.00000 157.50
SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | |
125 IN. THICKNESS) | | |
0118 205-06931 39.000 TON | 39.60000 1544.40| 42.00000 1638.00| 20.00000 780.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
SECTION TOTALS | $ 5,184,952.26| $ 5,494,554.50| $ 5,617,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,184,952.26| $ 5,494,554.50| $ 5,617,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -9
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 9952.92000 9952.92|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 350.00000 700.00| 221.43000 442.86|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 40.000 MOS | 75.00000 3000.00| 110.71000 4428.40|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 297347.25000 297347.25| 320000.00000 320000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 59469.44000 59469.44| 64000.00000 64000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02241 625.000 LFT | 6.00000 3750.00| 6.16000 3850.00|
GUARDRAIL, REMOVE | | |
0013 202-51328 LUMP | 750000.00000 750000.00| 399040.03000 399040.03|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 202-93741 4.000 EACH | 250.00000 1000.00| 256.52000 1026.08|
GUARD RAIL END TREATMENT, REMOVE | | |
0015 203-02000 837.000 CYS | 35.00000 29295.00| 28.59000 23929.83|
EXCAVATION, COMMON | | |
0016 203-02070 268.000 CYS | 50.00000 13400.00| 29.55000 7919.40|
BORROW | | |
0017 205-03371 50.000 CYS | 150.00000 7500.00| 25.78000 1289.00|
SEDIMENT, REMOVE | | |
0018 205-06937 1700.000 LFT | 1.45000 2465.00| 1.64000 2788.00|
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -10
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 206-51230 133.100 CYS | 60.00000 7986.00| 29.85000 3973.04|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0020 207-08263 950.000 SYS | 30.00000 28500.00| 19.44000 18468.00|
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08266 350.000 SYS | 12.00000 4200.00| 12.38000 4333.00|
SUBGRADE TREATMENT, TYPE III | | |
0022 211-06467 48.000 CYS | 80.00000 3840.00| 119.66000 5743.68|
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09265 8.000 CYS | 50.00000 400.00| 57.16000 457.28|
STRUCTURE BACKFILL, TYPE 2 | | |
0024 301-07448 400.000 TON | 40.00000 16000.00| 35.53000 14212.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 302-07455 50.000 CYS | 80.00000 4000.00| 102.67000 5133.50|
DENSE GRADED SUBBASE | | |
0026 303-02051 100.000 TON | 75.00000 7500.00| 51.26000 5126.00|
STONE, NO 2 | | |
0027 306-08034 1280.000 SYS | 10.00000 12800.00| 3.16000 4044.80|
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 402-07432 30.000 TON | 75.00000 2250.00| 102.61000 3078.30|
HMA SURFACE, TYPE A | | |
0029 402-07433 80.000 TON | 76.00000 6080.00| 102.61000 8208.80|
HMA SURFACE, TYPE B | | |
0030 402-07434 115.000 TON | 80.00000 9200.00| 123.13000 14159.95|
HMA SURFACE, TYPE C | | |
0031 402-07435 40.000 TON | 62.00000 2480.00| 102.61000 4104.40|
HMA INTERMEDIATE, TYPE A | | |
0032 402-07438 205.000 TON | 63.00000 12915.00| 102.61000 21035.05|
HMA INTERMEDIATE, TYPE B | | |
0033 406-05521 2600.000 SYS | 0.09000 234.00| 0.21000 546.00|
ASPHALT FOR TACK COAT | | |
0035 601-01522 4.000 EACH | 2060.00000 8240.00| 2113.71000 8454.84|
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-94689 2.000 EACH | 2395.00000 4790.00| 2457.45000 4914.90|
GUARDRAIL END TREATMENT, OS | | |
0037 601-94690 2.000 EACH | 3595.00000 7190.00| 3688.74000 7377.48|
GUARDRAIL END TREATMENT, MS | | |
0038 601-97774 2.000 EACH | 840.00000 1680.00| 861.91000 1723.82|
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -11
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-97803 2.000 EACH | 1830.00000 3660.00| 1877.72000 3755.44|
GUARDRAIL END TREATMENT, MS, SPARE | | |
PARTS PACKAGE | | |
0040 601-98352 538.000 LFT | 148.52000 79903.76| 141.70000 76234.60|
BICYCLE RAILING | | |
0041 601-99105 218.750 LFT | 22.90000 5009.38| 23.50000 5140.63|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0042 601-99108 237.500 LFT | 33.98000 8070.25| 34.87000 8281.63|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0043 602-06729 32.000 EACH | 14.00000 448.00| 15.75000 504.00|
BARRIER DELINEATOR | | |
0045 616-02320 1443.000 SYS | 3.50000 5050.50| 2.63000 3795.09|
GEOTEXTILES | | |
0046 616-05689 160.000 TON | 45.00000 7200.00| 33.87000 5419.20|
RIPRAP, CLASS 2 | | |
0047 616-06405 705.000 TON | 40.00000 28200.00| 34.49000 24315.45|
RIPRAP, REVETMENT | | |
0048 619-09429 12604.000 SFT | 15.00000 189060.00| 20.63000 260020.52|
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 | | |
0049 619-09437 12604.000 SFT | 10.00000 126040.00| 9.67000 121880.68|
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0050 621-06545 0.800 TON | 1265.00000 1012.00| 795.21000 636.17|
FERTILIZER | | |
0051 621-06553 164.000 LBS | 8.30000 1361.20| 3.39000 555.96|
SEED MIXTURE, R | | |
0052 621-06557 145.000 LBS | 7.00000 1015.00| 2.15000 311.75|
SEED MIXTURE, T | | |
0053 621-06565 3.800 TON | 625.00000 2375.00| 430.95000 1637.61|
MULCHING MATERIAL | | |
0054 622-52436 5.000 EACH | 37.55000 187.75| 32.83000 164.15|
SIGN, DO NOT MOW OR SPRAY | | |
0055 628-09402 24.000 MOS | 3000.00000 72000.00| 2402.74000 57665.76|
FIELD OFFICE, B | | |
0056 701-04732 96.000 LFT | 60.00000 5760.00| 274.20000 26323.20|
PILE , CONC, STEEL SHELL ENCASED, 0.25 | | |
IN, 24 | | |
0057 701-05779 LUMP | 40000.00000 40000.00| 153740.32000 153740.32|
FURNISHING DRILLED SHAFT DRILLING | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -12
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 701-05780 593.000 CYS | 375.00000 222375.00| 335.26000 198809.18|
DRILLED SHAFT CONCRETE | | |
0059 701-05781 472.900 CYS | 1200.00000 567480.00| 1271.41000 601249.79|
UNCLASSIFIED SHAFT EXCAVATION | | |
0060 701-05782 16.800 CYS | 1250.00000 21000.00| 1322.07000 22210.78|
UNCLASSIFIED EXTRA DEPTH EXCAVATION | | |
0061 701-05783 36.000 HRS | 700.00000 25200.00| 701.25000 25245.00|
OBSTRUCTIONS | | |
0062 701-05784 30.000 LFT | 450.00000 13500.00| 382.83000 11484.90|
TRIAL SHAFT HOLES | | |
0063 701-05785 120.000 LFT | 300.00000 36000.00| 287.30000 34476.00|
EXPLORATION (SHAFT EXCAVATION) | | |
0064 701-05787 LUMP | 10000.00000 10000.00| 33049.30000 33049.30|
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION | | |
0065 701-51195 1077.000 LFT | 60.00000 64620.00| 58.34000 62832.18|
PILE, STEEL H, HP 12" X 53 | | |
0066 701-91792 12.000 EACH | 200.00000 2400.00| 159.45000 1913.40|
PILE TIP, STEEL H | | |
0067 701-97874 36.000 LFT | 500.00000 18000.00| 284.98000 10259.28|
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
0068 702-51005 322.200 CYS | 1200.00000 386640.00| 4106.01000 1322956.42|
CONCRETE, A, SUBSTRUCTURE | | |
0069 702-51110 9016.000 LBS | 4.00000 36064.00| 5.43000 48956.88|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0070 702-51863 432.000 EACH | 30.00000 12960.00| 7.56000 3265.92|
FIELD DRILLED HOLE IN CONCRETE | | |
0071 702-93722 664.100 CYS | 600.00000 398460.00| 856.22000 568615.70|
CONCRETE, C | | |
0072 703-01540 206.000 EACH | 40.00000 8240.00| 30.90000 6365.40|
THREADED TIE BAR ASSEMBLY | | |
0073 703-06028 16361.000 LBS | 2.00000 32722.00| 1.02000 16688.22|
REINFORCING BARS | | |
0074 703-06029 241432.000 LBS | 2.00000 482864.00| 1.04000 251089.28|
REINFORCING BARS, EPOXY COATED | | |
0075 703-97936 2187.000 EACH | 23.00000 50301.00| 16.05000 35101.35|
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0076 706-06339 520.000 LFT | 61.49000 31974.80| 51.56000 26811.20|
RAILING, PF-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -13
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 706-06339 520.000 LFT | 82.91000 43113.20| 73.54000 38240.80|
RAILING, PF-1 , MODIFIED | | |
0078 706-06351 4.000 EACH | 1600.00000 6400.00| 2424.65000 9698.60|
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0079 706-51020 63.100 CYS | 500.00000 31550.00| 826.62000 52159.72|
CONCRETE, C, RAILING | | |
0080 709-51821 LUMP | 15059.00000 15059.00| 15452.50000 15452.50|
SURFACE SEAL | | |
0081 711-51038 LUMP | 880000.00000 880000.00| 590345.49000 590345.49|
STRUCTURAL STEEL | | |
0082 711-51864 714.000 EACH | 35.00000 24990.00| 29.31000 20927.34|
DRILLED HOLE | | |
0083 711-51877 LUMP | 150000.00000 150000.00| 114127.28000 114127.28|
JACKING AND SUPPORTING BEAMS | | |
0084 711-96800 3528.000 EACH | 3.00000 10584.00| 3.59000 12665.52|
STUD SHEAR CONNECTORS | | |
0085 715-05173 50.000 LFT | 125.00000 6250.00| 44.84000 2242.00|
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0086 715-05407 116.000 LFT | 25.00000 2900.00| 13.76000 1596.16|
PIPE, END BENT DRAIN, 6 IN. | | |
0087 715-46020 2.000 EACH | 700.00000 1400.00| 1025.30000 2050.60|
PIPE END SECTION, 24 IN. | | |
0088 715-91361 84.000 LFT | 100.00000 8400.00| 16.59000 1393.56|
PIPE, PVC, 6 IN. | | |
0090 724-51925 107.900 LFT | 175.00000 18882.50| 230.39000 24859.08|
STRUCTURAL EXPANSION JOINT, SS | | |
0091 726-58789 27.000 EACH | 2000.00000 54000.00| 1817.40000 49069.80|
BEARING ASSEMBLY, ELASTOMERIC, II | | |
0092 726-99095 54.000 EACH | 1600.00000 86400.00| 1689.51000 91233.54|
BEARING ASSEMBLY, ELASTOMERIC, I | | |
0093 801-01851 LUMP | 45000.00000 45000.00| 35348.27000 35348.27|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0094 801-03290 2.000 EACH | 375.00000 750.00| 461.74000 923.48|
CONSTRUCTION SIGN, C | | |
0095 801-06207 16200.000 LFT | 1.00000 16200.00| 0.85000 13770.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0096 801-06218 24.000 LFT | 6.00000 144.00| 9.23000 221.52|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -14
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 801-06640 30.000 EACH | 265.00000 7950.00| 306.80000 9204.00|
CONSTRUCTION SIGN, A | | |
0098 801-06645 5.000 EACH | 60.00000 300.00| 138.52000 692.60|
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 50000.00000 50000.00| 9715.03000 9715.03|
MAINTAINING TRAFFIC | | |
0101 801-07023 4.000 EACH | 4800.00000 19200.00| 2873.01000 11492.04|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0102 801-08508 2085.000 LFT | 45.00000 93825.00| 35.48000 73975.80|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0103 808-03631 1142.000 LFT | 2.10000 2398.20| 2.15000 2455.30|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0104 808-04896 143.000 LFT | 2.10000 300.30| 2.15000 307.45|
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0105 808-06712 180.000 LFT | 0.28000 50.40| 1.03000 185.40|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0106 808-06713 1440.000 LFT | 0.28000 403.20| 0.56000 806.40|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0107 808-06716 2528.000 LFT | 0.70000 1769.60| 0.51000 1289.28|
LINE, REMOVE | | |
0108 808-75996 17.000 EACH | 35.00000 595.00| 61.56000 1046.52|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0109 808-75998 17.000 EACH | 60.00000 1020.00| 81.42000 1384.14|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0110 609-06259 290.000 SYS | 100.00000 29000.00| 125.25000 36322.50|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0111 622-91786 140.000 EACH | 16.32000 2284.80| 7.18000 1005.20|
SEEDLING | | |
0112 703-96512 160.000 EACH | 60.00000 9600.00| 33.84000 5414.40|
BAR SPLICE | | |
0113 802-03776 42.000 LFT | 12.50000 525.00| 25.65000 1077.30|
SIGN POST, WOOD, 6 IN. X 6 IN. | | |
0114 802-05701 73.000 LFT | 11.56000 843.88| 14.37000 1049.01|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0115 802-05702 24.000 LFT | 10.76000 258.24| 15.39000 369.36|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 377 -15
TABULATION OF BIDS
ROUTE : 56
CALL ORDER : 377 CONTRACT ID : SB -28733-A COUNTIES : OHIO
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( )
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0116 802-76025 10.000 SFT | 17.00000 170.00| 24.63000 246.30|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0117 802-76040 7.500 SFT | 21.00000 157.50| 28.73000 215.48|
SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | |
125 IN. THICKNESS) | | |
0118 205-06931 39.000 TON | 100.00000 3900.00| 61.57000 2401.23|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
SECTION TOTALS | $ 5,946,945.15| $ 6,242,509.70| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,946,945.15| $ 6,242,509.70| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -1
VENDOR RANKING
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/20/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1004017
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 867,750.00 100.0000%
2 35-1310611 DUNCAN ROBERTSON INC $ 944,635.93 108.8604%
3 35-1609544 SCHUTT-LOOKABILL CO $ 957,624.54 110.3572%
4 35-1374866 PRIMCO INC $ 989,736.84 114.0578%
5 90-0177865 HIS CONSTRUCTORS LLC $ 1,096,811.00 126.3971%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,217,865.68 140.3475%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -2
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO
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 | 3750.00000 3750.00| 6000.00000 6000.00| 5544.72000 5544.72
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 149.50000 299.00| 200.00000 400.00| 365.63000 731.26
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 20.000 MOS | 100.00000 2000.00| 70.00000 1400.00| 75.60000 1512.00
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 | 40000.00000 40000.00| 45000.00000 45000.00| 48151.00000 48151.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-51330 LUMP | 39000.00000 39000.00| 50000.00000 50000.00| 46038.99000 46038.99
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 600.000 CYS | 21.00000 12600.00| 20.00000 12000.00| 46.53000 27918.00
EXCAVATION, COMMON | | |
0013 203-02070 64.000 CYS | 1.00000 64.00| 1.00000 64.00| 0.01000 0.64
BORROW | | |
0014 203-51223 373.800 CYS | 10.00000 3738.00| 20.00000 7476.00| 25.31000 9460.88
EXCAVATION, WATERWAY | | |
0015 206-51220 414.500 CYS | 10.00000 4145.00| 150.00000 62175.00| 135.00000 55957.50
EXCAVATION, WET | | |
0016 206-51225 298.900 CYS | 10.00000 2989.00| 20.00000 5978.00| 18.99000 5676.11
EXCAVATION, DRY | | |
0017 206-51235 LUMP | 60000.00000 60000.00| 5000.00000 5000.00| 28806.00000 28806.00
COFFERDAM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -3
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 207-08263 1475.000 SYS | 15.00000 22125.00| 15.00000 22125.00| 20.26000 29883.50
SUBGRADE TREATMENT, TYPE IA | | |
0019 207-08267 146.000 SYS | 8.00000 1168.00| 10.00000 1460.00| 14.71000 2147.66
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 211-09268 306.600 CYS | 85.00000 26061.00| 100.00000 30660.00| 113.85000 34906.41
STRUCTURE BACKFILL, TYPE 5 | | |
0021 213-09269 179.800 CYS | 85.00000 15283.00| 100.00000 17980.00| 113.85000 20470.23
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0022 301-07448 359.000 TON | 24.00000 8616.00| 20.00000 7180.00| 20.87000 7492.33
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 303-01180 230.000 TON | 30.00000 6900.00| 20.00000 4600.00| 29.89000 6874.70
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 880.000 SYS | 4.93000 4338.40| 5.00000 4400.00| 3.80000 3344.00
MILLING, TRANSITION | | |
0025 402-07433 206.100 TON | 68.01000 14016.86| 98.00000 20197.80| 73.45000 15138.05
HMA SURFACE, TYPE B | | |
0026 402-07438 171.600 TON | 66.69000 11444.00| 87.00000 14929.20| 72.03000 12360.35
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 452.200 TON | 54.37000 24586.11| 65.00000 29393.00| 58.72000 26553.18
HMA BASE, TYPE B | | |
0028 406-05520 8.070 TON | 450.00000 3631.50| 110.00000 887.70| 486.00000 3922.02
ASPHALT FOR TACK COAT | | |
0029 601-01522 4.000 EACH | 1840.00000 7360.00| 2323.00000 9292.00| 2305.80000 9223.20
GUARDRAIL TRANSITION TYPE TGB | | |
0030 601-01848 1.000 EACH | 2315.00000 2315.00| 2090.00000 2090.00| 2052.00000 2052.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0031 601-94689 3.000 EACH | 2520.00000 7560.00| 2695.00000 8085.00| 2646.00000 7938.00
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 293.750 LFT | 16.60000 4876.25| 17.00000 4993.75| 16.74000 4917.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0033 602-06729 6.000 EACH | 14.00000 84.00| 10.00000 60.00| 29.93000 179.58
BARRIER DELINEATOR | | |
0034 611-06497 3.000 EACH | 178.00000 534.00| 192.00000 576.00| 189.00000 567.00
MAILBOX ASSEMBLY, SINGLE | | |
0035 615-06505 2.000 EACH | 562.00000 1124.00| 869.00000 1738.00| 853.20000 1706.40
MONUMENT, B | | |
0036 616-02320 481.400 SYS | 3.00000 1444.20| 3.50000 1684.90| 2.03000 977.24
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -4
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 616-06405 428.100 TON | 26.00000 11130.60| 23.00000 9846.30| 32.98000 14118.74
RIPRAP, REVETMENT | | |
0038 622-05649 20.000 EACH | 395.00000 7900.00| 325.00000 6500.00| 426.60000 8532.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 1.25 TO 2 IN. | | |
0039 628-09403 10.000 MOS | 2400.00000 24000.00| 1125.00000 11250.00| 1745.55000 17455.50
FIELD OFFICE, C | | |
0040 628-09407 10.000 MOS | 350.00000 3500.00| 150.00000 1500.00| 235.13000 2351.30
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0041 701-96089 884.000 LFT | 50.00000 44200.00| 40.00000 35360.00| 43.40000 38365.60
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0042 702-51015 54.700 CYS | 380.00000 20786.00| 600.00000 32820.00| 469.45000 25678.92
CONCRETE, B, FOOTINGS | | |
0043 702-94139 36.300 CYS | 850.00000 30855.00| 750.00000 27225.00| 643.08000 23343.80
CONCRETE, A, ABOVE FOOTINGS | | |
0044 703-06028 11283.000 LBS | 0.92000 10380.36| 1.00000 11283.00| 0.81000 9139.23
REINFORCING BARS | | |
0045 703-06029 2844.000 LBS | 1.01000 2872.44| 1.00000 2844.00| 0.91000 2588.04
REINFORCING BARS, EPOXY COATED | | |
0046 706-05732 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0047 706-08496 124.000 SYS | 125.00000 15500.00| 85.00000 10540.00| 165.84000 20564.16
REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |
0048 706-51020 3.600 CYS | 900.00000 3240.00| 1200.00000 4320.00| 186.11000 670.00
CONCRETE, C, RAILING | | |
0049 709-51821 LUMP | 3900.00000 3900.00| 2500.00000 2500.00| 3888.00000 3888.00
SURFACE SEAL | | |
0050 714-08514 371.000 SFT | 100.00000 37100.00| 150.00000 55650.00| 80.00000 29680.00
WINGWALL | | |
0051 723-06927 55.500 LFT | 4365.00000 242257.50| 4500.00000 249750.00| 4481.00000 248695.50
STRUCTURE, PRECAST THREE-SIDED, , 480 | | |
IN. X 110 IN., FLAT-TOP | | |
0052 732-07653 9.200 TON | 70.00000 644.00| 50.00000 460.00| 100.00000 920.00
COARSE AGGREGATE, NO. 8 | | |
0053 801-01851 LUMP | 28200.00000 28200.00| 40000.00000 40000.00| 30456.00000 30456.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 4.000 EACH | 155.00000 620.00| 170.50000 682.00| 260.28000 1041.12
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -5
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 801-06207 4249.000 LFT | 0.97000 4121.53| 1.00000 4249.00| 0.92000 3909.08
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0056 801-06640 11.000 EACH | 135.00000 1485.00| 148.50000 1633.50| 159.84000 1758.24
CONSTRUCTION SIGN, A | | |
0057 801-06645 4.000 EACH | 55.00000 220.00| 60.50000 242.00| 88.56000 354.24
CONSTRUCTION SIGN, B | | |
0058 801-06775 LUMP | 8000.00000 8000.00| 15000.00000 15000.00| 12236.06000 12236.06
MAINTAINING TRAFFIC | | |
0059 801-07023 2.000 EACH | 5200.00000 10400.00| 7300.00000 14600.00| 7236.00000 14472.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0060 801-08508 330.000 LFT | 39.00000 12870.00| 50.00000 16500.00| 31.36000 10348.80
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0061 801-09133 1.000 EACH | 4400.00000 4400.00| 4840.00000 4840.00| 7020.00000 7020.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0062 808-06713 1163.000 LFT | 0.75000 872.25| 0.82000 953.66| 0.92000 1069.96
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 166.000 LFT | 0.75000 124.50| 0.82000 136.12| 1.62000 268.92
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-06716 75.000 LFT | 1.50000 112.50| 1.60000 120.00| 3.24000 243.00
LINE, REMOVE | | |
SECTION TOTALS | $ 867,750.00| $ 944,635.93| $ 957,624.54
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 867,750.00| $ 944,635.93| $ 957,624.54
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -6
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|PRIMCO INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
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 | 13669.47000 13669.47| 10243.00000 10243.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 285.00000 570.00| 150.00000 300.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 20.000 MOS | 95.00000 1900.00| 105.00000 2100.00| 75.00000 1500.00
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 | 49486.84000 49486.84| 54000.00000 54000.00| 60893.28000 60893.28
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-51330 LUMP | 89942.18000 89942.18| 51661.48000 51661.48| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 600.000 CYS | 28.00000 16800.00| 26.50000 15900.00| 25.00000 15000.00
EXCAVATION, COMMON | | |
0013 203-02070 64.000 CYS | 15.00000 960.00| 40.00000 2560.00| 50.00000 3200.00
BORROW | | |
0014 203-51223 373.800 CYS | 40.00000 14952.00| 18.00000 6728.40| 25.00000 9345.00
EXCAVATION, WATERWAY | | |
0015 206-51220 414.500 CYS | 40.00000 16580.00| 17.00000 7046.50| 25.00000 10362.50
EXCAVATION, WET | | |
0016 206-51225 298.900 CYS | 30.00000 8967.00| 11.25000 3362.63| 20.00000 5978.00
EXCAVATION, DRY | | |
0017 206-51235 LUMP | 41180.50000 41180.50| 109000.00000 109000.00| 150000.00000 150000.00
COFFERDAM | | |
0018 207-08263 1475.000 SYS | 18.32000 27022.00| 14.00000 20650.00| 21.00000 30975.00
SUBGRADE TREATMENT, TYPE IA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -7
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|PRIMCO INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 146.000 SYS | 12.44000 1816.24| 14.00000 2044.00| 16.00000 2336.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 211-09268 306.600 CYS | 70.00000 21462.00| 101.00000 30966.60| 150.00000 45990.00
STRUCTURE BACKFILL, TYPE 5 | | |
0021 213-09269 179.800 CYS | 70.00000 12586.00| 168.00000 30206.40| 160.00000 28768.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0022 301-07448 359.000 TON | 19.32000 6935.88| 20.25000 7269.75| 21.00000 7539.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 303-01180 230.000 TON | 27.68000 6366.40| 28.50000 6555.00| 30.00000 6900.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 306-08043 880.000 SYS | 4.93000 4338.40| 4.00000 3520.00| 15.00000 13200.00
MILLING, TRANSITION | | |
0025 402-07433 206.100 TON | 68.01000 14016.86| 70.00000 14427.00| 68.01000 14016.86
HMA SURFACE, TYPE B | | |
0026 402-07438 171.600 TON | 66.69000 11444.00| 68.50000 11754.60| 66.69000 11444.00
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 452.200 TON | 54.37000 24586.11| 56.00000 25323.20| 54.37000 24586.11
HMA BASE, TYPE B | | |
0028 406-05520 8.070 TON | 450.00000 3631.50| 460.00000 3712.20| 450.00000 3631.50
ASPHALT FOR TACK COAT | | |
0029 601-01522 4.000 EACH | 2135.00000 8540.00| 2180.00000 8720.00| 2135.00000 8540.00
GUARDRAIL TRANSITION TYPE TGB | | |
0030 601-01848 1.000 EACH | 1900.00000 1900.00| 1965.00000 1965.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0031 601-94689 3.000 EACH | 2450.00000 7350.00| 2500.00000 7500.00| 2450.00000 7350.00
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 293.750 LFT | 15.50000 4553.13| 16.00000 4700.00| 15.50000 4553.13
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0033 602-06729 6.000 EACH | 30.00000 180.00| 14.50000 87.00| 14.00000 84.00
BARRIER DELINEATOR | | |
0034 611-06497 3.000 EACH | 225.00000 675.00| 180.00000 540.00| 175.00000 525.00
MAILBOX ASSEMBLY, SINGLE | | |
0035 615-06505 2.000 EACH | 790.00000 1580.00| 820.00000 1640.00| 790.00000 1580.00
MONUMENT, B | | |
0036 616-02320 481.400 SYS | 4.15000 1997.81| 2.10000 1010.94| 3.00000 1444.20
GEOTEXTILES | | |
0037 616-06405 428.100 TON | 36.75000 15732.68| 37.50000 16053.75| 42.00000 17980.20
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -8
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|PRIMCO INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 622-05649 20.000 EACH | 275.00000 5500.00| 410.00000 8200.00| 395.00000 7900.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 1.25 TO 2 IN. | | |
0039 628-09403 10.000 MOS | 2255.20000 22552.00| 2400.00000 24000.00| 3000.00000 30000.00
FIELD OFFICE, C | | |
0040 628-09407 10.000 MOS | 275.00000 2750.00| 265.00000 2650.00| 300.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0041 701-96089 884.000 LFT | 57.00000 50388.00| 79.00000 69836.00| 60.00000 53040.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0042 702-51015 54.700 CYS | 625.00000 34187.50| 370.00000 20239.00| 500.00000 27350.00
CONCRETE, B, FOOTINGS | | |
0043 702-94139 36.300 CYS | 1125.00000 40837.50| 1575.00000 57172.50| 1200.00000 43560.00
CONCRETE, A, ABOVE FOOTINGS | | |
0044 703-06028 11283.000 LBS | 1.50000 16924.50| 0.95000 10718.85| 0.90000 10154.70
REINFORCING BARS | | |
0045 703-06029 2844.000 LBS | 1.60000 4550.40| 1.35000 3839.40| 1.00000 2844.00
REINFORCING BARS, EPOXY COATED | | |
0046 706-05732 4.000 EACH | 1300.00000 5200.00| 1875.00000 7500.00| 1750.00000 7000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0047 706-08496 124.000 SYS | 145.00000 17980.00| 180.00000 22320.00| 175.00000 21700.00
REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |
0048 706-51020 3.600 CYS | 1275.00000 4590.00| 1700.00000 6120.00| 550.00000 1980.00
CONCRETE, C, RAILING | | |
0049 709-51821 LUMP | 1912.80000 1912.80| 4100.00000 4100.00| 2000.00000 2000.00
SURFACE SEAL | | |
0050 714-08514 371.000 SFT | 120.00000 44520.00| 142.00000 52682.00| 125.00000 46375.00
WINGWALL | | |
0051 723-06927 55.500 LFT | 4100.00000 227550.00| 4400.00000 244200.00| 6000.00000 333000.00
STRUCTURE, PRECAST THREE-SIDED, , 480 | | |
IN. X 110 IN., FLAT-TOP | | |
0052 732-07653 9.200 TON | 86.00000 791.20| 78.00000 717.60| 75.00000 690.00
COARSE AGGREGATE, NO. 8 | | |
0053 801-01851 LUMP | 26087.00000 26087.00| 29000.00000 29000.00| 35000.00000 35000.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 4.000 EACH | 0.25000 1.00| 162.00000 648.00| 241.00000 964.00
CONSTRUCTION SIGN, C | | |
0055 801-06207 4249.000 LFT | 0.80000 3399.20| 1.00000 4249.00| 0.85000 3611.65
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 381 -9
TABULATION OF BIDS
ROUTE : SR 32
CALL ORDER : 381 CONTRACT ID : SB -28919-A COUNTIES : RANDOLPH
LETTING DATE : 04/22/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|PRIMCO INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06640 11.000 EACH | 210.00000 2310.00| 140.00000 1540.00| 148.00000 1628.00
CONSTRUCTION SIGN, A | | |
0057 801-06645 4.000 EACH | 150.00000 600.00| 58.00000 232.00| 82.00000 328.00
CONSTRUCTION SIGN, B | | |
0058 801-06775 LUMP | 18227.20000 18227.20| 30000.00000 30000.00| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0059 801-07023 2.000 EACH | 6700.00000 13400.00| 7000.00000 14000.00| 5500.00000 11000.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0060 801-08508 330.000 LFT | 30.00000 9900.00| 47.00000 15510.00| 65.00000 21450.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0061 801-09133 1.000 EACH | 2440.00000 2440.00| 4600.00000 4600.00| 6500.00000 6500.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0062 808-06713 1163.000 LFT | 0.76000 883.88| 0.80000 930.40| 0.85000 988.55
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 166.000 LFT | 0.01000 1.66| 0.80000 132.80| 1.50000 249.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-06716 75.000 LFT | 7.00000 525.00| 1.60000 120.00| 3.00000 225.00
LINE, REMOVE | | |
SECTION TOTALS | $ 989,736.84| $ 1,096,811.00| $ 1,217,865.68
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 989,736.84| $ 1,096,811.00| $ 1,217,865.68
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -1
VENDOR RANKING
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 06/26/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400322
0400324
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 1,369,576.67 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 1,468,188.70 107.2002%
3 35-1609544 SCHUTT-LOOKABILL CO $ 1,494,258.46 109.1037%
4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,529,949.00 111.7096%
5 90-0177865 HIS CONSTRUCTORS LLC $ 1,572,825.00 114.8402%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,653,279.84 120.7147%
7 35-1801998 CLR INC $ 1,669,920.25 121.9297%
8 35-1310611 DUNCAN ROBERTSON INC $ 1,778,027.50 129.8231%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -2
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1609544
|MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REPLACEMENT
| | |
0001 105-06845 LUMP | 6300.00000 6300.00| 5450.00000 5450.00| 6048.00000 6048.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 450.00000 900.00| 213.28000 426.56| 365.63000 731.26
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 150.00000 4500.00| 182.81000 5484.30| 75.60000 2268.00
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 68000.00000 68000.00| 73380.61000 73380.61| 74700.00000 74700.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02240 471.000 SYS | 25.00000 11775.00| 17.66000 8317.86| 13.83000 6513.93
PAVEMENT REMOVAL | | |
0013 202-02241 790.000 LFT | 3.00000 2370.00| 2.85000 2251.50| 3.08000 2433.20
GUARDRAIL, REMOVE | | |
0014 202-51328 LUMP | 55500.00000 55500.00| 49341.32000 49341.32| 56137.10000 56137.10
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0015 202-51328 LUMP | 55500.00000 55500.00| 41615.48000 41615.48| 56137.10000 56137.10
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0016 202-51368 22.000 SYS | 220.00000 4840.00| 23.94000 526.68| 55.00000 1210.00
SLOPEWALL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -3
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1609544
|MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 203-02000 694.000 CYS | 35.00000 24290.00| 10.44000 7245.36| 26.40000 18321.60
EXCAVATION, COMMON | | |
0018 203-08607 709.000 LFT | 6.00000 4254.00| 4.71000 3339.39| 20.74000 14704.66
LINEAR GRADING | | |
0019 205-06932 135.000 LFT | 15.00000 2025.00| 13.00000 1755.00| 13.12000 1771.20
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06933 1.000 EACH | 350.00000 350.00| 300.00000 300.00| 129.60000 129.60
TEMPORARY DITCH INLET PROTECTION , | | |
GEOTEXTILE BOX | | |
0021 205-06934 1.700 TON | 450.00000 765.00| 420.00000 714.00| 788.40000 1340.28
TEMPORARY MULCHING | | |
0022 205-06937 1559.000 LFT | 1.60000 2494.40| 1.60000 2494.40| 1.79000 2790.61
TEMPORARY SILT FENCE | | |
0023 205-09543 50.000 TON | 25.00000 1250.00| 46.39000 2319.50| 30.52000 1526.00
NO 2 STONE | | |
0024 207-08267 5787.000 SYS | 7.00000 40509.00| 6.37000 36863.19| 11.72000 67823.64
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 92.000 CYS | 44.00000 4048.00| 30.94000 2846.48| 58.00000 5336.00
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 111.400 CYS | 22.00000 2450.80| 30.48000 3395.47| 34.26000 3816.56
STRUCTURE BACKFILL, TYPE 1 | | |
0027 213-09269 7.400 CYS | 250.00000 1850.00| 86.87000 642.84| 150.00000 1110.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0028 302-07455 92.800 CYS | 70.00000 6496.00| 54.61000 5067.81| 58.00000 5382.40
DENSE GRADED SUBBASE | | |
0029 303-01180 336.000 TON | 15.00000 5040.00| 15.19000 5103.84| 30.63000 10291.68
COMPACTED AGGREGATE, NO. 53 | | |
0030 306-08041 2188.000 SYS | 2.25000 4923.00| 1.45000 3172.60| 3.61000 7898.68
MILLING, PCCP , 1/2 IN | | |
0031 306-08043 1600.000 SYS | 2.25000 3600.00| 1.45000 2320.00| 7.49000 11984.00
MILLING, TRANSITION | | |
0032 306-08599 1458.000 SYS | 2.25000 3280.50| 1.45000 2114.10| 4.36000 6356.88
MILLING ASPHALT, 1/2 IN. | | |
0033 402-07433 636.000 TON | 63.00000 40068.00| 63.00000 40068.00| 72.36000 46020.96
HMA SURFACE, TYPE B | | |
0034 402-07438 962.000 TON | 51.25000 49302.50| 51.25000 49302.50| 60.48000 58181.76
HMA INTERMEDIATE, TYPE B | | |
0035 402-07441 1300.000 TON | 47.75000 62075.00| 47.75000 62075.00| 55.30000 71890.00
HMA BASE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -4
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1609544
|MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 406-05520 2.800 TON | 465.00000 1302.00| 465.00000 1302.00| 540.00000 1512.00
ASPHALT FOR TACK COAT | | |
0037 503-05310 48.000 LFT | 170.00000 8160.00| 153.43000 7364.64| 215.61000 10349.28
TERMINAL JOINT , MODIFIED | | |
0038 503-05310 48.000 LFT | 170.00000 8160.00| 153.43000 7364.64| 215.61000 10349.28
TERMINAL JOINT MODIFIED | | |
0039 601-01522 4.000 EACH | 1900.00000 7600.00| 1019.45000 4077.80| 2154.60000 8618.40
GUARDRAIL TRANSITION TYPE TGB | | |
0040 601-94689 2.000 EACH | 2600.00000 5200.00| 2395.00000 4790.00| 2586.60000 5173.20
GUARDRAIL END TREATMENT, OS | | |
0041 601-94690 2.000 EACH | 3800.00000 7600.00| 3495.00000 6990.00| 3774.60000 7549.20
GUARDRAIL END TREATMENT, MS | | |
0042 601-99105 1068.750 LFT | 17.60000 18810.00| 16.79000 17944.31| 18.13000 19376.44
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 16.000 EACH | 15.00000 240.00| 19.91000 318.56| 16.20000 259.20
BARRIER DELINEATOR | | |
0044 603-06040 478.000 LFT | 14.00000 6692.00| 12.31000 5884.18| 13.29000 6352.62
FENCE, FARM FIELD, 47 IN. | | |
0045 609-06259 628.000 SYS | 75.00000 47100.00| 74.70000 46911.60| 74.51000 46792.28
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0046 610-07486 41.200 TON | 88.00000 3625.60| 88.00000 3625.60| 95.04000 3915.65
HMA FOR APPROACHES, TYPE A | | |
0047 610-52817 2.000 EACH | 14600.00000 29200.00| 25000.00000 50000.00| 28756.69000 57513.38
TEMPORARY CROSSOVER, B | | |
0048 616-02320 106.000 SYS | 2.20000 233.20| 2.59000 274.54| 6.95000 736.70
GEOTEXTILES | | |
0049 616-06405 50.000 TON | 45.00000 2250.00| 25.57000 1278.50| 29.12000 1456.00
RIPRAP, REVETMENT | | |
0050 616-51367 22.000 SYS | 170.00000 3740.00| 69.33000 1525.26| 85.00000 1870.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0051 619-09429 10544.000 SFT | 1.15000 12125.60| 3.30000 34795.20| 0.91000 9595.04
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 | | |
0052 619-09437 10544.000 SFT | 0.70000 7380.80| 1.00000 10544.00| 0.91000 9595.04
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0053 621-01004 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 1926.72000 3853.44
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -5
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1609544
|MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 621-06545 0.900 TON | 600.00000 540.00| 600.00000 540.00| 1442.88000 1298.59
FERTILIZER | | |
0055 621-06553 324.000 LBS | 3.00000 972.00| 3.00000 972.00| 2.89000 936.36
SEED MIXTURE, R | | |
0056 621-06557 66.000 LBS | 2.00000 132.00| 2.00000 132.00| 7.37000 486.42
SEED MIXTURE, T , TEMPORARY | | |
0057 621-06565 3.800 TON | 450.00000 1710.00| 420.00000 1596.00| 388.80000 1477.44
MULCHING MATERIAL | | |
0058 621-06574 16.000 SYS | 50.00000 800.00| 50.00000 800.00| 69.12000 1105.92
SODDING | | |
0059 628-09402 15.000 MOS | 1900.00000 28500.00| 1576.81000 23652.15| 1944.68000 29170.20
FIELD OFFICE, B | | |
0060 702-51005 32.400 CYS | 550.00000 17820.00| 712.46000 23083.70| 745.81000 24164.24
CONCRETE, A, SUBSTRUCTURE | | |
0061 702-51100 98.000 LBS | 6.50000 637.00| 15.99000 1567.02| 9.25000 906.50
DRAIN PIPE, CAST IRON, 6 IN. | | |
0062 702-51110 644.000 LBS | 2.10000 1352.40| 6.67000 4295.48| 2.33000 1500.52
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0063 702-51863 520.000 EACH | 8.50000 4420.00| 11.90000 6188.00| 8.01000 4165.20
FIELD DRILLED HOLE IN CONCRETE | | |
0064 702-51864 84.000 EACH | 38.00000 3192.00| 34.30000 2881.20| 37.04000 3111.36
FIELD DRILLED HOLE IN STRUCTURAL STEEL | | |
0065 703-51032 148606.000 LBS | 0.80000 118884.80| 0.88000 130773.28| 0.77000 114426.62
REINFORCING STEEL, EPOXY COATED | | |
0066 704-51002 374.200 CYS | 550.00000 205810.00| 570.11000 213335.16| 464.60000 173853.32
CONCRETE, C, SUPERSTRUCTURE | | |
0067 706-51020 58.200 CYS | 375.00000 21825.00| 410.53000 23892.85| 425.73000 24777.49
CONCRETE, C, RAILING | | |
0068 709-51821 LUMP | 3500.00000 3500.00| 4380.00000 4380.00| 4536.00000 4536.00
SURFACE SEAL , STR. NO. 1 | | |
0069 709-51821 LUMP | 3500.00000 3500.00| 4380.00000 4380.00| 4536.00000 4536.00
SURFACE SEAL , STR. NO. 2 | | |
0070 711-51070 28.000 EACH | 75.00000 2100.00| 205.99000 5767.72| 90.18000 2525.04
ANCHOR PLATE, AP 1 | | |
0071 711-51877 LUMP | 15000.00000 15000.00| 7155.90000 7155.90| 6938.00000 6938.00
JACKING AND SUPPORTING BEAMS , STR. NO. | | |
1 | | |
0072 711-51877 LUMP | 15000.00000 15000.00| 7155.90000 7155.90| 6938.00000 6938.00
JACKING AND SUPPORTING BEAMS , STR. NO. | | |
2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -6
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1609544
|MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0073 711-96800 3780.000 EACH | 4.00000 15120.00| 3.50000 13230.00| 4.40000 16632.00
STUD SHEAR CONNECTORS | | |
0074 715-05407 264.000 LFT | 12.00000 3168.00| 31.21000 8239.44| 8.57000 2262.48
PIPE, END BENT DRAIN, 6 IN. | | |
0075 715-26729 3.000 EACH | 4200.00000 12600.00| 3630.20000 10890.60| 4099.50000 12298.50
GRATED BOX END SECTION, II, 6:1, 15 IN. | | |
0076 801-03290 4.000 EACH | 225.00000 900.00| 275.00000 1100.00| 297.00000 1188.00
CONSTRUCTION SIGN, C | | |
0077 801-04308 5.000 EACH | 245.00000 1225.00| 395.00000 1975.00| 426.60000 2133.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0078 801-06207 12989.000 LFT | 0.73000 9481.97| 1.00000 12989.00| 1.08000 14028.12
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0079 801-06207 1020.000 LFT | 0.73000 744.60| 1.00000 1020.00| 1.08000 1101.60
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. WHITE | | |
0080 801-06207 5785.000 LFT | 0.73000 4223.05| 1.00000 5785.00| 1.08000 6247.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. YELLOW | | |
0081 801-06469 2805.000 LFT | 1.45000 4067.25| 2.00000 5610.00| 2.16000 6058.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0082 801-06469 1504.000 LFT | 1.45000 2180.80| 2.00000 3008.00| 2.16000 3248.64
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. WHITE | | |
0083 801-06469 1325.000 LFT | 1.45000 1921.25| 2.00000 2650.00| 2.16000 2862.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. YELLOW | | |
0084 801-06640 45.000 EACH | 170.00000 7650.00| 165.00000 7425.00| 178.20000 8019.00
CONSTRUCTION SIGN, A | | |
0085 801-06645 7.000 EACH | 63.00000 441.00| 60.00000 420.00| 64.80000 453.60
CONSTRUCTION SIGN, B | | |
0086 801-06710 780.000 DAY | 1.00000 780.00| 16.00000 12480.00| 17.28000 13478.40
FLASHING ARROW SIGN | | |
0087 801-06775 LUMP | 10000.00000 10000.00| 16428.89000 16428.89| 47028.15000 47028.15
MAINTAINING TRAFFIC | | |
0088 801-07023 1.000 EACH | 4900.00000 4900.00| 2800.00000 2800.00| 3024.00000 3024.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0089 801-07118 72.000 LFT | 22.00000 1584.00| 20.85000 1501.20| 22.52000 1621.44
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -7
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1609544
|MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 801-07119 96.000 LFT | 24.00000 2304.00| 25.00000 2400.00| 27.00000 2592.00
BARRICADE, III-B | | |
0091 801-07606 595.000 LFT | 18.00000 10710.00| 56.20000 33439.00| 22.52000 13399.40
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0092 801-08400 2075.000 LFT | 24.00000 49800.00| 41.54000 86195.50| 15.98000 33158.50
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0093 801-08401 230.000 LFT | 24.00000 5520.00| 41.54000 9554.20| 15.98000 3675.40
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0094 801-08507 320.000 LFT | 32.00000 10240.00| 41.54000 13292.80| 19.71000 6307.20
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0095 808-06713 9987.000 LFT | 0.22000 2197.14| 0.28000 2796.36| 0.30000 2996.10
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0096 808-06714 9170.000 LFT | 0.22000 2017.40| 0.28000 2567.60| 0.30000 2751.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0097 808-06716 7651.000 LFT | 0.36000 2754.36| 0.78000 5967.78| 0.84000 6426.84
LINE, REMOVE | | |
0098 808-06723 5.000 EACH | 70.00000 350.00| 50.00000 250.00| 54.00000 270.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0099 808-06724 5.000 EACH | 70.00000 350.00| 50.00000 250.00| 54.00000 270.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
ONLY | | |
0100 808-06726 72.000 LFT | 3.00000 216.00| 3.90000 280.80| 4.21000 303.12
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0101 808-75001 2293.000 LFT | 0.25000 573.25| 0.35000 802.55| 0.38000 871.34
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0102 808-75996 12.000 EACH | 65.00000 780.00| 55.00000 660.00| 19.13000 229.56
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0103 808-75998 20.000 EACH | 65.00000 1300.00| 55.00000 1100.00| 59.40000 1188.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0104 402-07453 2200.000 TON | 52.00000 114400.00| 52.00000 114400.00| 56.16000 123552.00
HMA FOR TEMPORARY PAVEMENT | | |
SECTION TOTALS | $ 1,369,576.67| $ 1,468,188.70| $ 1,494,258.46
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,369,576.67| $ 1,468,188.70| $ 1,494,258.46
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -8
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REPLACEMENT
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 7030.00000 7030.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| 150.00000 300.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 130.00000 3900.00| 95.00000 2850.00| 75.00000 2250.00
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 75000.00000 75000.00| 66985.55000 66985.55| 82663.99000 82663.99
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02240 471.000 SYS | 30.00000 14130.00| 23.00000 10833.00| 25.00000 11775.00
PAVEMENT REMOVAL | | |
0013 202-02241 790.000 LFT | 3.00000 2370.00| 3.10000 2449.00| 2.85000 2251.50
GUARDRAIL, REMOVE | | |
0014 202-51328 LUMP | 58210.67000 58210.67| 18850.00000 18850.00| 90000.00000 90000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0015 202-51328 LUMP | 58210.67000 58210.67| 18850.00000 18850.00| 90000.00000 90000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0016 202-51368 22.000 SYS | 35.00000 770.00| 180.00000 3960.00| 30.00000 660.00
SLOPEWALL, REMOVE | | |
0017 203-02000 694.000 CYS | 18.00000 12492.00| 42.00000 29148.00| 30.00000 20820.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -9
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-08607 709.000 LFT | 6.00000 4254.00| 3.80000 2694.20| 10.00000 7090.00
LINEAR GRADING | | |
0019 205-06932 135.000 LFT | 13.00000 1755.00| 8.20000 1107.00| 12.15000 1640.25
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06933 1.000 EACH | 300.00000 300.00| 87.00000 87.00| 120.00000 120.00
TEMPORARY DITCH INLET PROTECTION , | | |
GEOTEXTILE BOX | | |
0021 205-06934 1.700 TON | 420.00000 714.00| 621.00000 1055.70| 730.00000 1241.00
TEMPORARY MULCHING | | |
0022 205-06937 1559.000 LFT | 1.60000 2494.40| 1.15000 1792.85| 1.66000 2587.94
TEMPORARY SILT FENCE | | |
0023 205-09543 50.000 TON | 20.00000 1000.00| 16.00000 800.00| 40.00000 2000.00
NO 2 STONE | | |
0024 207-08267 5787.000 SYS | 8.00000 46296.00| 9.00000 52083.00| 8.00000 46296.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 92.000 CYS | 75.00000 6900.00| 58.00000 5336.00| 75.00000 6900.00
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 111.400 CYS | 45.00000 5013.00| 25.00000 2785.00| 20.00000 2228.00
STRUCTURE BACKFILL, TYPE 1 | | |
0027 213-09269 7.400 CYS | 130.00000 962.00| 225.00000 1665.00| 200.00000 1480.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0028 302-07455 92.800 CYS | 70.00000 6496.00| 56.00000 5196.80| 75.00000 6960.00
DENSE GRADED SUBBASE | | |
0029 303-01180 336.000 TON | 25.00000 8400.00| 24.00000 8064.00| 30.00000 10080.00
COMPACTED AGGREGATE, NO. 53 | | |
0030 306-08041 2188.000 SYS | 3.00000 6564.00| 2.80000 6126.40| 3.00000 6564.00
MILLING, PCCP , 1/2 IN | | |
0031 306-08043 1600.000 SYS | 1.60000 2560.00| 1.50000 2400.00| 3.00000 4800.00
MILLING, TRANSITION | | |
0032 306-08599 1458.000 SYS | 3.25000 4738.50| 1.80000 2624.40| 3.00000 4374.00
MILLING ASPHALT, 1/2 IN. | | |
0033 402-07433 636.000 TON | 63.00000 40068.00| 65.00000 41340.00| 63.00000 40068.00
HMA SURFACE, TYPE B | | |
0034 402-07438 962.000 TON | 51.25000 49302.50| 53.00000 50986.00| 51.25000 49302.50
HMA INTERMEDIATE, TYPE B | | |
0035 402-07441 1300.000 TON | 47.75000 62075.00| 49.00000 63700.00| 47.75000 62075.00
HMA BASE, TYPE B | | |
0036 406-05520 2.800 TON | 465.00000 1302.00| 480.00000 1344.00| 465.00000 1302.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -10
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 503-05310 48.000 LFT | 130.00000 6240.00| 104.00000 4992.00| 200.00000 9600.00
TERMINAL JOINT , MODIFIED | | |
0038 503-05310 48.000 LFT | 130.00000 6240.00| 104.00000 4992.00| 200.00000 9600.00
TERMINAL JOINT MODIFIED | | |
0039 601-01522 4.000 EACH | 1880.00000 7520.00| 1945.00000 7780.00| 1995.00000 7980.00
GUARDRAIL TRANSITION TYPE TGB | | |
0040 601-94689 2.000 EACH | 2580.00000 5160.00| 2670.00000 5340.00| 2395.00000 4790.00
GUARDRAIL END TREATMENT, OS | | |
0041 601-94690 2.000 EACH | 3645.00000 7290.00| 3770.00000 7540.00| 3495.00000 6990.00
GUARDRAIL END TREATMENT, MS | | |
0042 601-99105 1068.750 LFT | 17.60000 18810.00| 18.00000 19237.50| 16.79000 17944.31
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 16.000 EACH | 10.00000 160.00| 14.50000 232.00| 14.00000 224.00
BARRIER DELINEATOR | | |
0044 603-06040 478.000 LFT | 22.00000 10516.00| 13.50000 6453.00| 12.31000 5884.18
FENCE, FARM FIELD, 47 IN. | | |
0045 609-06259 628.000 SYS | 85.00000 53380.00| 75.00000 47100.00| 90.00000 56520.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0046 610-07486 41.200 TON | 88.00000 3625.60| 91.00000 3749.20| 88.00000 3625.60
HMA FOR APPROACHES, TYPE A | | |
0047 610-52817 2.000 EACH | 30250.00000 60500.00| 21800.00000 43600.00| 20000.00000 40000.00
TEMPORARY CROSSOVER, B | | |
0048 616-02320 106.000 SYS | 6.00000 636.00| 1.80000 190.80| 4.00000 424.00
GEOTEXTILES | | |
0049 616-06405 50.000 TON | 40.00000 2000.00| 34.00000 1700.00| 35.00000 1750.00
RIPRAP, REVETMENT | | |
0050 616-51367 22.000 SYS | 125.00000 2750.00| 247.00000 5434.00| 100.00000 2200.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0051 619-09429 10544.000 SFT | 3.30000 34795.20| 10.50000 110712.00| 1.20000 12652.80
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 | | |
0052 619-09437 10544.000 SFT | 1.00000 10544.00| 1.90000 20033.60| 0.50000 5272.00
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0053 621-01004 2.000 EACH | 600.00000 1200.00| 930.00000 1860.00| 1784.00000 3568.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-06545 0.900 TON | 600.00000 540.00| 1035.00000 931.50| 1336.00000 1202.40
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -11
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 621-06553 324.000 LBS | 3.00000 972.00| 2.80000 907.20| 2.88000 933.12
SEED MIXTURE, R | | |
0056 621-06557 66.000 LBS | 2.00000 132.00| 2.80000 184.80| 6.82000 450.12
SEED MIXTURE, T , TEMPORARY | | |
0057 621-06565 3.800 TON | 420.00000 1596.00| 620.00000 2356.00| 360.00000 1368.00
MULCHING MATERIAL | | |
0058 621-06574 16.000 SYS | 50.00000 800.00| 77.00000 1232.00| 54.00000 864.00
SODDING | | |
0059 628-09402 15.000 MOS | 1500.00000 22500.00| 2950.00000 44250.00| 2500.00000 37500.00
FIELD OFFICE, B | | |
0060 702-51005 32.400 CYS | 1150.00000 37260.00| 880.00000 28512.00| 1000.00000 32400.00
CONCRETE, A, SUBSTRUCTURE | | |
0061 702-51100 98.000 LBS | 10.00000 980.00| 8.60000 842.80| 6.00000 588.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0062 702-51110 644.000 LBS | 3.75000 2415.00| 8.60000 5538.40| 4.00000 2576.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0063 702-51863 520.000 EACH | 15.00000 7800.00| 17.00000 8840.00| 20.00000 10400.00
FIELD DRILLED HOLE IN CONCRETE | | |
0064 702-51864 84.000 EACH | 34.30000 2881.20| 35.00000 2940.00| 40.00000 3360.00
FIELD DRILLED HOLE IN STRUCTURAL STEEL | | |
0065 703-51032 148606.000 LBS | 0.70000 104024.20| 0.85000 126315.10| 0.90000 133745.40
REINFORCING STEEL, EPOXY COATED | | |
0066 704-51002 374.200 CYS | 630.00000 235746.00| 630.00000 235746.00| 600.00000 224520.00
CONCRETE, C, SUPERSTRUCTURE | | |
0067 706-51020 58.200 CYS | 400.00000 23280.00| 540.00000 31428.00| 450.00000 26190.00
CONCRETE, C, RAILING | | |
0068 709-51821 LUMP | 4380.00000 4380.00| 4760.00000 4760.00| 4380.00000 4380.00
SURFACE SEAL , STR. NO. 1 | | |
0069 709-51821 LUMP | 4380.00000 4380.00| 4760.00000 4760.00| 4380.00000 4380.00
SURFACE SEAL , STR. NO. 2 | | |
0070 711-51070 28.000 EACH | 100.00000 2800.00| 154.00000 4312.00| 125.00000 3500.00
ANCHOR PLATE, AP 1 | | |
0071 711-51877 LUMP | 10000.00000 10000.00| 7130.00000 7130.00| 25000.00000 25000.00
JACKING AND SUPPORTING BEAMS , STR. NO. | | |
1 | | |
0072 711-51877 LUMP | 10000.00000 10000.00| 7130.00000 7130.00| 25000.00000 25000.00
JACKING AND SUPPORTING BEAMS , STR. NO. | | |
2 | | |
0073 711-96800 3780.000 EACH | 3.93000 14855.40| 4.00000 15120.00| 4.00000 15120.00
STUD SHEAR CONNECTORS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -12
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 715-05407 264.000 LFT | 8.00000 2112.00| 22.00000 5808.00| 20.00000 5280.00
PIPE, END BENT DRAIN, 6 IN. | | |
0075 715-26729 3.000 EACH | 4500.00000 13500.00| 1270.00000 3810.00| 4500.00000 13500.00
GRATED BOX END SECTION, II, 6:1, 15 IN. | | |
0076 801-03290 4.000 EACH | 200.00000 800.00| 230.00000 920.00| 245.00000 980.00
CONSTRUCTION SIGN, C | | |
0077 801-04308 5.000 EACH | 475.00000 2375.00| 250.00000 1250.00| 445.00000 2225.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0078 801-06207 12989.000 LFT | 0.89000 11560.21| 0.75000 9741.75| 0.93000 12079.77
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0079 801-06207 1020.000 LFT | 0.89000 907.80| 0.75000 765.00| 0.99000 1009.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. WHITE | | |
0080 801-06207 5785.000 LFT | 0.89000 5148.65| 0.75000 4338.75| 0.93000 5380.05
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. YELLOW | | |
0081 801-06469 2805.000 LFT | 1.60000 4488.00| 1.50000 4207.50| 1.85000 5189.25
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0082 801-06469 1504.000 LFT | 1.60000 2406.40| 1.50000 2256.00| 1.87000 2812.48
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. WHITE | | |
0083 801-06469 1325.000 LFT | 1.60000 2120.00| 1.50000 1987.50| 1.90000 2517.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. YELLOW | | |
0084 801-06640 45.000 EACH | 170.00000 7650.00| 175.00000 7875.00| 190.00000 8550.00
CONSTRUCTION SIGN, A | | |
0085 801-06645 7.000 EACH | 50.00000 350.00| 64.00000 448.00| 95.00000 665.00
CONSTRUCTION SIGN, B | | |
0086 801-06710 780.000 DAY | 6.00000 4680.00| 10.00000 7800.00| 10.00000 7800.00
FLASHING ARROW SIGN | | |
0087 801-06775 LUMP | 15000.00000 15000.00| 38000.00000 38000.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
0088 801-07023 1.000 EACH | 4855.00000 4855.00| 5000.00000 5000.00| 7500.00000 7500.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0089 801-07118 72.000 LFT | 22.00000 1584.00| 22.00000 1584.00| 25.95000 1868.40
BARRICADE, III-A | | |
0090 801-07119 96.000 LFT | 25.00000 2400.00| 24.50000 2352.00| 29.95000 2875.20
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -13
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( 6 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 801-07606 595.000 LFT | 20.00000 11900.00| 25.50000 15172.50| 35.00000 20825.00
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0092 801-08400 2075.000 LFT | 35.00000 72625.00| 36.00000 74700.00| 35.00000 72625.00
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0093 801-08401 230.000 LFT | 38.00000 8740.00| 36.00000 8280.00| 35.00000 8050.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0094 801-08507 320.000 LFT | 42.00000 13440.00| 38.00000 12160.00| 40.00000 12800.00
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0095 808-06713 9987.000 LFT | 0.23000 2297.01| 0.25000 2496.75| 0.14000 1398.18
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0096 808-06714 9170.000 LFT | 0.23000 2109.10| 0.25000 2292.50| 0.14000 1283.80
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0097 808-06716 7651.000 LFT | 0.38000 2907.38| 0.35000 2677.85| 0.28000 2142.28
LINE, REMOVE | | |
0098 808-06723 5.000 EACH | 100.00000 500.00| 67.00000 335.00| 50.00000 250.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0099 808-06724 5.000 EACH | 150.00000 750.00| 72.00000 360.00| 70.00000 350.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
ONLY | | |
0100 808-06726 72.000 LFT | 10.00000 720.00| 3.10000 223.20| 4.50000 324.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0101 808-75001 2293.000 LFT | 0.27000 619.11| 0.30000 687.90| 0.14000 321.02
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0102 808-75996 12.000 EACH | 20.00000 240.00| 62.00000 744.00| 20.00000 240.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0103 808-75998 20.000 EACH | 63.55000 1271.00| 66.00000 1320.00| 115.00000 2300.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0104 402-07453 2200.000 TON | 52.00000 114400.00| 53.00000 116600.00| 52.00000 114400.00
HMA FOR TEMPORARY PAVEMENT | | |
SECTION TOTALS | $ 1,529,949.00| $ 1,572,825.00| $ 1,653,279.84
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,529,949.00| $ 1,572,825.00| $ 1,653,279.84
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -14
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1310611 |( )
|CLR INC |DUNCAN ROBERTSON INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REPLACEMENT
| | |
0001 105-06845 LUMP | 7200.00000 7200.00| 7500.00000 7500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 180.00000 360.00| 250.00000 500.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 80.00000 2400.00| 50.00000 1500.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 81000.00000 81000.00| 75000.00000 75000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02240 471.000 SYS | 11.70000 5510.70| 20.00000 9420.00|
PAVEMENT REMOVAL | | |
0013 202-02241 790.000 LFT | 8.00000 6320.00| 3.10000 2449.00|
GUARDRAIL, REMOVE | | |
0014 202-51328 LUMP | 41000.00000 41000.00| 100000.00000 100000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0015 202-51328 LUMP | 41000.00000 41000.00| 100000.00000 100000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0016 202-51368 22.000 SYS | 340.00000 7480.00| 50.00000 1100.00|
SLOPEWALL, REMOVE | | |
0017 203-02000 694.000 CYS | 39.00000 27066.00| 21.00000 14574.00|
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -15
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1310611 |( )
|CLR INC |DUNCAN ROBERTSON INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-08607 709.000 LFT | 14.00000 9926.00| 6.00000 4254.00|
LINEAR GRADING | | |
0019 205-06932 135.000 LFT | 21.00000 2835.00| 3.00000 405.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06933 1.000 EACH | 793.00000 793.00| 200.00000 200.00|
TEMPORARY DITCH INLET PROTECTION , | | |
GEOTEXTILE BOX | | |
0021 205-06934 1.700 TON | 610.00000 1037.00| 500.00000 850.00|
TEMPORARY MULCHING | | |
0022 205-06937 1559.000 LFT | 2.60000 4053.40| 1.00000 1559.00|
TEMPORARY SILT FENCE | | |
0023 205-09543 50.000 TON | 47.95000 2397.50| 18.00000 900.00|
NO 2 STONE | | |
0024 207-08267 5787.000 SYS | 8.35000 48321.45| 10.00000 57870.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 92.000 CYS | 91.05000 8376.60| 35.00000 3220.00|
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 111.400 CYS | 37.00000 4121.80| 40.00000 4456.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0027 213-09269 7.400 CYS | 750.00000 5550.00| 150.00000 1110.00|
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0028 302-07455 92.800 CYS | 110.00000 10208.00| 35.00000 3248.00|
DENSE GRADED SUBBASE | | |
0029 303-01180 336.000 TON | 30.00000 10080.00| 20.00000 6720.00|
COMPACTED AGGREGATE, NO. 53 | | |
0030 306-08041 2188.000 SYS | 3.40000 7439.20| 1.75000 3829.00|
MILLING, PCCP , 1/2 IN | | |
0031 306-08043 1600.000 SYS | 1.40000 2240.00| 1.75000 2800.00|
MILLING, TRANSITION | | |
0032 306-08599 1458.000 SYS | 3.00000 4374.00| 1.75000 2551.50|
MILLING ASPHALT, 1/2 IN. | | |
0033 402-07433 636.000 TON | 71.00000 45156.00| 67.50000 42930.00|
HMA SURFACE, TYPE B | | |
0034 402-07438 962.000 TON | 60.00000 57720.00| 56.50000 54353.00|
HMA INTERMEDIATE, TYPE B | | |
0035 402-07441 1300.000 TON | 48.00000 62400.00| 51.70000 67210.00|
HMA BASE, TYPE B | | |
0036 406-05520 2.800 TON | 450.00000 1260.00| 510.00000 1428.00|
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -16
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1310611 |( )
|CLR INC |DUNCAN ROBERTSON INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 503-05310 48.000 LFT | 345.00000 16560.00| 150.00000 7200.00|
TERMINAL JOINT , MODIFIED | | |
0038 503-05310 48.000 LFT | 345.00000 16560.00| 150.00000 7200.00|
TERMINAL JOINT MODIFIED | | |
0039 601-01522 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0040 601-94689 2.000 EACH | 2735.00000 5470.00| 2700.00000 5400.00|
GUARDRAIL END TREATMENT, OS | | |
0041 601-94690 2.000 EACH | 3900.00000 7800.00| 3800.00000 7600.00|
GUARDRAIL END TREATMENT, MS | | |
0042 601-99105 1068.750 LFT | 18.50000 19771.88| 19.00000 20306.25|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 16.000 EACH | 47.00000 752.00| 10.00000 160.00|
BARRIER DELINEATOR | | |
0044 603-06040 478.000 LFT | 19.00000 9082.00| 14.00000 6692.00|
FENCE, FARM FIELD, 47 IN. | | |
0045 609-06259 628.000 SYS | 95.00000 59660.00| 90.00000 56520.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0046 610-07486 41.200 TON | 110.00000 4532.00| 75.50000 3110.60|
HMA FOR APPROACHES, TYPE A | | |
0047 610-52817 2.000 EACH | 32000.00000 64000.00| 46000.00000 92000.00|
TEMPORARY CROSSOVER, B | | |
0048 616-02320 106.000 SYS | 14.00000 1484.00| 4.00000 424.00|
GEOTEXTILES | | |
0049 616-06405 50.000 TON | 65.00000 3250.00| 25.00000 1250.00|
RIPRAP, REVETMENT | | |
0050 616-51367 22.000 SYS | 200.00000 4400.00| 100.00000 2200.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0051 619-09429 10544.000 SFT | 1.40000 14761.60| 3.80000 40067.20|
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 | | |
0052 619-09437 10544.000 SFT | 1.40000 14761.60| 1.10000 11598.40|
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0053 621-01004 2.000 EACH | 700.00000 1400.00| 200.00000 400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-06545 0.900 TON | 1500.00000 1350.00| 1000.00000 900.00|
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -17
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1310611 |( )
|CLR INC |DUNCAN ROBERTSON INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 621-06553 324.000 LBS | 3.35000 1085.40| 5.00000 1620.00|
SEED MIXTURE, R | | |
0056 621-06557 66.000 LBS | 3.00000 198.00| 3.00000 198.00|
SEED MIXTURE, T , TEMPORARY | | |
0057 621-06565 3.800 TON | 470.00000 1786.00| 500.00000 1900.00|
MULCHING MATERIAL | | |
0058 621-06574 16.000 SYS | 75.00000 1200.00| 20.00000 320.00|
SODDING | | |
0059 628-09402 15.000 MOS | 1625.00000 24375.00| 1500.00000 22500.00|
FIELD OFFICE, B | | |
0060 702-51005 32.400 CYS | 1025.00000 33210.00| 300.00000 9720.00|
CONCRETE, A, SUBSTRUCTURE | | |
0061 702-51100 98.000 LBS | 12.50000 1225.00| 3.50000 343.00|
DRAIN PIPE, CAST IRON, 6 IN. | | |
0062 702-51110 644.000 LBS | 5.00000 3220.00| 3.50000 2254.00|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0063 702-51863 520.000 EACH | 12.50000 6500.00| 10.00000 5200.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0064 702-51864 84.000 EACH | 28.00000 2352.00| 40.00000 3360.00|
FIELD DRILLED HOLE IN STRUCTURAL STEEL | | |
0065 703-51032 148606.000 LBS | 0.92000 136717.52| 0.90000 133745.40|
REINFORCING STEEL, EPOXY COATED | | |
0066 704-51002 374.200 CYS | 475.00000 177745.00| 750.00000 280650.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0067 706-51020 58.200 CYS | 645.00000 37539.00| 750.00000 43650.00|
CONCRETE, C, RAILING | | |
0068 709-51821 LUMP | 4900.00000 4900.00| 5000.00000 5000.00|
SURFACE SEAL , STR. NO. 1 | | |
0069 709-51821 LUMP | 4900.00000 4900.00| 5000.00000 5000.00|
SURFACE SEAL , STR. NO. 2 | | |
0070 711-51070 28.000 EACH | 120.00000 3360.00| 125.00000 3500.00|
ANCHOR PLATE, AP 1 | | |
0071 711-51877 LUMP | 18000.00000 18000.00| 7500.00000 7500.00|
JACKING AND SUPPORTING BEAMS , STR. NO. | | |
1 | | |
0072 711-51877 LUMP | 18000.00000 18000.00| 7500.00000 7500.00|
JACKING AND SUPPORTING BEAMS , STR. NO. | | |
2 | | |
0073 711-96800 3780.000 EACH | 4.25000 16065.00| 4.05000 15309.00|
STUD SHEAR CONNECTORS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -18
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1310611 |( )
|CLR INC |DUNCAN ROBERTSON INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 715-05407 264.000 LFT | 18.00000 4752.00| 10.00000 2640.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0075 715-26729 3.000 EACH | 5000.00000 15000.00| 4200.00000 12600.00|
GRATED BOX END SECTION, II, 6:1, 15 IN. | | |
0076 801-03290 4.000 EACH | 250.00000 1000.00| 205.00000 820.00|
CONSTRUCTION SIGN, C | | |
0077 801-04308 5.000 EACH | 260.00000 1300.00| 500.00000 2500.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0078 801-06207 12989.000 LFT | 0.76000 9871.64| 0.95000 12339.55|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0079 801-06207 1020.000 LFT | 0.76000 775.20| 0.95000 969.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. WHITE | | |
0080 801-06207 5785.000 LFT | 0.76000 4396.60| 0.95000 5495.75|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. YELLOW | | |
0081 801-06469 2805.000 LFT | 1.55000 4347.75| 1.70000 4768.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0082 801-06469 1504.000 LFT | 1.55000 2331.20| 1.70000 2556.80|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. WHITE | | |
0083 801-06469 1325.000 LFT | 1.55000 2053.75| 1.70000 2252.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. YELLOW | | |
0084 801-06640 45.000 EACH | 180.00000 8100.00| 180.00000 8100.00|
CONSTRUCTION SIGN, A | | |
0085 801-06645 7.000 EACH | 65.00000 455.00| 55.00000 385.00|
CONSTRUCTION SIGN, B | | |
0086 801-06710 780.000 DAY | 10.00000 7800.00| 6.60000 5148.00|
FLASHING ARROW SIGN | | |
0087 801-06775 LUMP | 72000.00000 72000.00| 50000.00000 50000.00|
MAINTAINING TRAFFIC | | |
0088 801-07023 1.000 EACH | 16000.00000 16000.00| 5000.00000 5000.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0089 801-07118 72.000 LFT | 23.00000 1656.00| 23.00000 1656.00|
BARRICADE, III-A | | |
0090 801-07119 96.000 LFT | 26.00000 2496.00| 23.00000 2208.00|
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 391 -19
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 391 CONTRACT ID : SB -29056-A COUNTIES : MONROE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1801998 |( 8 ) 35-1310611 |( )
|CLR INC |DUNCAN ROBERTSON INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 801-07606 595.000 LFT | 30.00000 17850.00| 27.50000 16362.50|
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0092 801-08400 2075.000 LFT | 23.50000 48762.50| 45.00000 93375.00|
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0093 801-08401 230.000 LFT | 23.50000 5405.00| 45.00000 10350.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0094 801-08507 320.000 LFT | 45.00000 14400.00| 50.00000 16000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0095 808-06713 9987.000 LFT | 0.21000 2097.27| 0.25000 2496.75|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0096 808-06714 9170.000 LFT | 0.21000 1925.70| 0.25000 2292.50|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0097 808-06716 7651.000 LFT | 0.34000 2601.34| 0.40000 3060.40|
LINE, REMOVE | | |
0098 808-06723 5.000 EACH | 75.00000 375.00| 110.00000 550.00|
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0099 808-06724 5.000 EACH | 80.00000 400.00| 160.00000 800.00|
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
ONLY | | |
0100 808-06726 72.000 LFT | 3.35000 241.20| 11.00000 792.00|
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0101 808-75001 2293.000 LFT | 0.27800 637.45| 0.30000 687.90|
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0102 808-75996 12.000 EACH | 32.00000 384.00| 40.00000 480.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0103 808-75998 20.000 EACH | 95.00000 1900.00| 70.00000 1400.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0104 402-07453 2200.000 TON | 75.00000 165000.00| 53.50000 117700.00|
HMA FOR TEMPORARY PAVEMENT | | |
SECTION TOTALS | $ 1,669,920.25| $ 1,778,027.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,669,920.25| $ 1,778,027.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 401 -1
VENDOR RANKING
CALL ORDER : 401 CONTRACT ID : SB -29097-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4364009
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 825,666.48 100.0000%
2 35-1339168 LAPORTE CONSTRUCTION CO $ 1,086,566.40 131.5987%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,297,771.48 157.1787%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 401 -2
TABULATION OF BIDS
ROUTE : SR 49
CALL ORDER : 401 CONTRACT ID : SB -29097-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1339168 |( 3 ) 35-0918397
|ELLAS CONSTRUCTION COMPANY I |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 10850.00000 10850.00| 35000.00000 35000.00| 15000.00000 15000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 50.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| 150.00000 1800.00| 50.00000 600.00
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 | 41250.00000 41250.00| 54000.00000 54000.00| 64888.57000 64888.57
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 8250.00000 8250.00| 15000.00000 15000.00| 19466.57000 19466.57
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 78000.00000 78000.00| 120000.00000 120000.00| 165979.11000 165979.11
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 1835.000 CYS | 7.65000 14037.75| 40.00000 73400.00| 40.00000 73400.00
EXCAVATION, COMMON | | |
0014 203-02070 70.000 CYS | 14.45000 1011.50| 35.00000 2450.00| 90.00000 6300.00
BORROW | | |
0015 205-06931 93.250 TON | 38.25000 3566.81| 50.00000 4662.50| 58.00000 5408.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06936 276.000 TON | 38.25000 10557.00| 39.88000 11006.88| 47.00000 12972.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 900.000 LFT | 1.96000 1764.00| 3.57000 3213.00| 2.00000 1800.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 401 -3
TABULATION OF BIDS
ROUTE : SR 49
CALL ORDER : 401 CONTRACT ID : SB -29097-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1339168 |( 3 ) 35-0918397
|ELLAS CONSTRUCTION COMPANY I |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 206-94150 1950.000 SFT | 7.50000 14625.00| 0.01000 19.50| 10.00000 19500.00
SHEET PILING, STEEL, S 5.4 | | |
0019 207-08263 1719.000 SYS | 11.20000 19252.80| 18.00000 30942.00| 14.00000 24066.00
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08266 4667.000 SYS | 0.50000 2333.50| 1.00000 4667.00| 1.17000 5460.39
SUBGRADE TREATMENT, TYPE III | | |
0021 211-06467 21.000 CYS | 42.65000 895.65| 48.49000 1018.29| 110.00000 2310.00
AGGREGATE FOR END BENT BACKFILL | | |
0022 211-07454 35.000 CYS | 16.20000 567.00| 46.53000 1628.55| 130.00000 4550.00
STRUCTURE BACKFILL | | |
0023 302-07455 28.350 CYS | 39.00000 1105.65| 79.01000 2239.93| 120.00000 3402.00
DENSE GRADED SUBBASE | | |
0024 303-01180 3195.000 TON | 17.60000 56232.00| 25.00000 79875.00| 26.00000 83070.00
COMPACTED AGGREGATE, NO. 53 | | |
0025 306-08034 480.000 SYS | 3.85000 1848.00| 8.35000 4008.00| 6.00000 2880.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 240.000 SYS | 3.85000 924.00| 8.35000 2004.00| 13.00000 3120.00
MILLING, TRANSITION | | |
0027 402-07432 456.000 TON | 85.00000 38760.00| 85.00000 38760.00| 85.00000 38760.00
HMA SURFACE, TYPE A | | |
0028 402-07434 86.970 TON | 105.00000 9131.85| 105.00000 9131.85| 105.00000 9131.85
HMA SURFACE, TYPE C | | |
0029 402-07435 902.000 TON | 68.00000 61336.00| 68.00000 61336.00| 68.00000 61336.00
HMA INTERMEDIATE, TYPE A | | |
0030 402-07439 147.630 TON | 85.00000 12548.55| 85.00000 12548.55| 81.00000 11958.03
HMA INTERMEDIATE, TYPE C | | |
0031 402-07442 488.870 TON | 72.00000 35198.64| 72.00000 35198.64| 70.00000 34220.90
HMA BASE, TYPE C | | |
0032 404-05511 857.100 SYS | 8.00000 6856.80| 8.00000 6856.80| 4.00000 3428.40
SEAL COAT, 2 | | |
0033 406-05521 3256.000 SYS | 1.00000 3256.00| 1.00000 3256.00| 0.10000 325.60
ASPHALT FOR TACK COAT | | |
0034 601-01270 100.000 LFT | 25.00000 2500.00| 25.00000 2500.00| 15.00000 1500.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | |
FOR TEMPORARY PIPE AND APPROACHES | | |
0035 601-01522 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| 1800.00000 7200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-06854 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2200.00000 4400.00
GUARDRAIL, W-BEAM, NESTED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 401 -4
TABULATION OF BIDS
ROUTE : SR 49
CALL ORDER : 401 CONTRACT ID : SB -29097-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1339168 |( 3 ) 35-0918397
|ELLAS CONSTRUCTION COMPANY I |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 601-94689 4.000 EACH | 2600.00000 10400.00| 2600.00000 10400.00| 2300.00000 9200.00
GUARDRAIL END TREATMENT, OS | | |
0038 601-97080 4.000 EACH | 2080.00000 8320.00| 2080.00000 8320.00| 1700.00000 6800.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 362.500 LFT | 16.00000 5800.00| 16.00000 5800.00| 20.00000 7250.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 602-06729 6.000 EACH | 6.00000 36.00| 20.00000 120.00| 4.95000 29.70
BARRIER DELINEATOR | | |
0041 609-06259 180.900 SYS | 60.00000 10854.00| 105.56000 19095.80| 80.00000 14472.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0042 615-06490 10.000 EACH | 140.00000 1400.00| 140.00000 1400.00| 280.00000 2800.00
RIGHT OF WAY MARKER | | |
0043 616-02320 1289.000 SYS | 2.50000 3222.50| 3.12000 4021.68| 3.00000 3867.00
GEOTEXTILES | | |
0044 616-03472 842.000 TON | 29.25000 24628.50| 27.98000 23559.16| 50.00000 42100.00
RIPRAP, REVEMENT 18 IN. | | |
0045 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-02770 192.000 SYS | 3.80000 729.60| 3.80000 729.60| 3.80000 729.60
EROSION CONTROL BLANKET | | |
0047 621-06545 0.125 TON | 2995.00000 374.38| 2875.20000 359.40| 2995.04000 374.38
FERTILIZER | | |
0048 621-06557 100.000 LBS | 4.90000 490.00| 4.90000 490.00| 4.90000 490.00
SEED MIXTURE, T | | |
0049 621-06565 2.500 TON | 540.00000 1350.00| 540.00000 1350.00| 540.00000 1350.00
MULCHING MATERIAL | | |
0050 621-06567 1.500 kGAL | 1.00000 1.50| 1.00000 1.50| 1.00000 1.50
WATER | | |
0051 621-06574 250.000 SYS | 13.55000 3387.50| 13.55000 3387.50| 16.25000 4062.50
SODDING | | |
0052 628-09401 6.000 MOS | 2400.00000 14400.00| 2468.53000 14811.18| 4500.00000 27000.00
FIELD OFFICE, A | | |
0053 701-51195 430.000 LFT | 53.50000 23005.00| 80.87000 34774.10| 100.00000 43000.00
PILE, STEEL H, HP 12" X 53 | | |
0054 701-91792 10.000 EACH | 90.00000 900.00| 200.00000 2000.00| 150.00000 1500.00
PILE TIP, STEEL H | | |
0055 703-51032 30148.000 LBS | 1.00000 30148.00| 1.20000 36177.60| 1.15000 34670.20
REINFORCING STEEL, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 401 -5
TABULATION OF BIDS
ROUTE : SR 49
CALL ORDER : 401 CONTRACT ID : SB -29097-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1339168 |( 3 ) 35-0918397
|ELLAS CONSTRUCTION COMPANY I |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 704-51002 92.230 CYS | 600.00000 55338.00| 1001.41000 92360.04| 1000.00000 92230.00
CONCRETE, C, SUPERSTRUCTURE | | |
0057 706-05732 4.000 EACH | 1500.00000 6000.00| 2000.00000 8000.00| 2100.00000 8400.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0058 706-51020 10.230 CYS | 575.00000 5882.25| 1300.00000 13299.00| 1000.00000 10230.00
CONCRETE, C, RAILING | | |
0059 707-05979 1020.000 SFT | 49.00000 49980.00| 125.00000 127500.00| 150.00000 153000.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 48 IN. | | |
0060 709-51821 LUMP | 1600.00000 1600.00| 5000.00000 5000.00| 1650.00000 1650.00
SURFACE SEAL | | |
0061 713-51334 LUMP | 102300.00000 102300.00| 1.00000 1.00| 125000.00000 125000.00
TEMPORARY PIPE AND APPROACHES | | |
0062 715-05169 76.000 LFT | 24.25000 1843.00| 37.47000 2847.72| 50.00000 3800.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0063 715-05407 110.000 LFT | 6.00000 660.00| 16.42000 1806.20| 15.00000 1650.00
PIPE, END BENT DRAIN, 6 IN. | | |
0064 715-46005 4.000 EACH | 215.00000 860.00| 471.22000 1884.88| 875.00000 3500.00
PIPE END SECTION, 15 IN. | | |
0065 801-03290 2.000 EACH | 135.00000 270.00| 135.00000 270.00| 160.00000 320.00
CONSTRUCTION SIGN, C | | |
0066 801-04308 2.000 EACH | 310.00000 620.00| 310.00000 620.00| 165.00000 330.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0067 801-06203 16400.000 LFT | 0.10000 1640.00| 0.10000 1640.00| 0.18000 2952.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0068 801-06640 14.000 EACH | 125.00000 1750.00| 125.00000 1750.00| 78.00000 1092.00
CONSTRUCTION SIGN, A | | |
0069 801-06645 14.000 EACH | 45.00000 630.00| 45.00000 630.00| 39.00000 546.00
CONSTRUCTION SIGN, B | | |
0070 801-06649 40.000 EACH | 8.00000 320.00| 8.00000 320.00| 6.50000 260.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0071 801-06775 LUMP | 350.00000 350.00| 26999.80000 26999.80| 3735.00000 3735.00
MAINTAINING TRAFFIC | | |
0072 801-07118 144.000 LFT | 9.50000 1368.00| 9.50000 1368.00| 5.97000 859.68
BARRICADE, III-A | | |
0073 808-06712 375.000 LFT | 0.25000 93.75| 0.25000 93.75| 0.32000 120.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0074 808-06713 3000.000 LFT | 0.25000 750.00| 0.25000 750.00| 0.32000 960.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
SECTION TOTALS | $ 825,666.48| $ 1,086,566.40| $ 1,297,771.48
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 825,666.48| $ 1,086,566.40| $ 1,297,771.48
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -1
VENDOR RANKING
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0014130
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 576,957.31 100.0000%
2 35-1035122 GARIUP CONSTRUCTION CO INC $ 667,700.00 115.7278%
3 35-1068009 DYER CONSTRUCTION CO $ 712,393.76 123.4743%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,112,103.17 192.7531%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -2
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1035122 |( 3 ) 35-1068009
|ELLAS CONSTRUCTION COMPANY I |GARIUP CONSTRUCTION CO INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 6000.00000 6000.00| 38000.00000 38000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 230.00000 460.00| 126.64000 253.28
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 100.00000 800.00| 280.00000 2240.00| 158.29000 1266.32
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 | 28250.00000 28250.00| 44017.80000 44017.80| 34000.00000 34000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 178.000 SYS | 17.75000 3159.50| 17.00000 3026.00| 26.48000 4713.44
PAVEMENT REMOVAL | | |
0012 202-51330 LUMP | 76200.00000 76200.00| 28000.00000 28000.00| 65000.00000 65000.00
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 65.000 LFT | 7.50000 487.50| 30.00000 1950.00| 18.11000 1177.15
PIPE, REMOVE | | |
0014 203-02000 355.000 CYS | 19.50000 6922.50| 21.00000 7455.00| 53.78000 19091.90
EXCAVATION, COMMON | | |
0015 203-02070 100.000 CYS | 16.80000 1680.00| 29.00000 2900.00| 50.77000 5077.00
BORROW | | |
0016 205-03371 5.000 CYS | 19.50000 97.50| 19.00000 95.00| 93.23000 466.15
SEDIMENT, REMOVE | | |
0017 205-06932 50.000 LFT | 17.35000 867.50| 19.00000 950.00| 30.00000 1500.00
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -3
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1035122 |( 3 ) 35-1068009
|ELLAS CONSTRUCTION COMPANY I |GARIUP CONSTRUCTION CO INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06936 20.000 TON | 51.50000 1030.00| 30.00000 600.00| 90.09000 1801.80
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 360.000 LFT | 2.40000 864.00| 2.50000 900.00| 4.69000 1688.40
TEMPORARY SILT FENCE | | |
0020 205-09543 188.000 TON | 26.00000 4888.00| 28.00000 5264.00| 49.09000 9228.92
NO 2 STONE | | |
0021 207-08263 746.000 SYS | 13.75000 10257.50| 24.00000 17904.00| 29.09000 21701.14
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 226.000 SYS | 6.90000 1559.40| 12.00000 2712.00| 16.04000 3625.04
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-02050 30.000 CYS | 28.00000 840.00| 30.00000 900.00| 63.64000 1909.20
B BORROW | | |
0024 211-09264 230.000 CYS | 28.00000 6440.00| 50.00000 11500.00| 51.62000 11872.60
STRUCTURE BACKFILL, TYPE 1 | | |
0025 211-09268 280.000 CYS | 132.00000 36960.00| 110.00000 30800.00| 102.53000 28708.40
STRUCTURE BACKFILL, TYPE 5 | | |
0026 214-07202 282.000 SYS | 2.05000 578.10| 5.00000 1410.00| 3.54000 998.28
GEOGRID, I | | |
0027 301-07448 417.000 TON | 20.25000 8444.25| 25.00000 10425.00| 22.81000 9511.77
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 303-07662 149.000 TON | 25.00000 3725.00| 28.00000 4172.00| 22.32000 3325.68
STONE , COMPACTED NO 53, CRUSHED | | |
0029 306-08034 585.000 SYS | 5.15000 3012.75| 3.00000 1755.00| 3.42000 2000.70
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08036 491.000 SYS | 5.15000 2528.65| 3.00000 1473.00| 3.30000 1620.30
MILLING, ASPHALT, 2 IN. | | |
0031 306-08043 1051.000 SYS | 5.15000 5412.65| 3.00000 3153.00| 3.21000 3373.71
MILLING, TRANSITION | | |
0032 402-07432 52.000 TON | 150.00000 7800.00| 140.00000 7280.00| 150.00000 7800.00
HMA SURFACE, TYPE A | | |
0033 402-07440 155.000 TON | 110.00000 17050.00| 100.00000 15500.00| 110.00000 17050.00
HMA BASE, TYPE A | | |
0034 402-07784 194.000 TON | 105.00000 20370.00| 130.00000 25220.00| 105.00000 20370.00
HMA SURFACE, TYPE D | | |
0035 402-07785 97.000 TON | 120.00000 11640.00| 100.00000 9700.00| 120.00000 11640.00
HMA INTERMEDIATE, TYPE D | | |
0036 402-07786 137.000 TON | 100.00000 13700.00| 100.00000 13700.00| 100.00000 13700.00
HMA BASE, TYPE D | | |
0037 406-05520 1.000 TON | 2000.00000 2000.00| 650.00000 650.00| 2000.00000 2000.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -4
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1035122 |( 3 ) 35-1068009
|ELLAS CONSTRUCTION COMPANY I |GARIUP CONSTRUCTION CO INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-01740 3.000 EACH | 2270.00000 6810.00| 2500.00000 7500.00| 2270.00000 6810.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0039 601-06854 2.000 EACH | 3150.00000 6300.00| 5000.00000 10000.00| 3150.00000 6300.00
GUARDRAIL, W-BEAM, NESTED | | |
0040 601-94689 1.000 EACH | 2900.00000 2900.00| 2700.00000 2700.00| 2900.00000 2900.00
GUARDRAIL END TREATMENT, OS | | |
0041 610-07487 135.000 TON | 120.00000 16200.00| 130.00000 17550.00| 120.00000 16200.00
HMA FOR APPROACHES, TYPE B | | |
0042 615-06500 2.000 EACH | 900.00000 1800.00| 700.00000 1400.00| 900.00000 1800.00
MONUMENT, A | | |
0043 616-02320 559.000 SYS | 2.50000 1397.50| 3.30000 1844.70| 2.24000 1252.16
GEOTEXTILES | | |
0044 616-05688 185.000 TON | 68.50000 12672.50| 75.00000 13875.00| 80.23000 14842.55
RIPRAP, CLASS 1 | | |
0045 616-06451 13.000 TON | 63.30000 822.90| 50.00000 650.00| 91.36000 1187.68
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 575.00000 1150.00| 700.00000 1400.00| 575.00000 1150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-06545 0.100 TON | 2180.00000 218.00| 2500.00000 250.00| 2180.00000 218.00
FERTILIZER | | |
0048 621-06557 11.000 LBS | 26.35000 289.85| 30.00000 330.00| 26.35000 289.85
SEED MIXTURE, T | | |
0049 621-06560 620.000 SYS | 1.60000 992.00| 3.00000 1860.00| 1.60000 992.00
MULCHED SEEDING, U | | |
0050 621-06565 0.500 TON | 695.00000 347.50| 2000.00000 1000.00| 695.00000 347.50
MULCHING MATERIAL | | |
0051 621-06567 4.000 kGAL | 1.00000 4.00| 50.00000 200.00| 1.00000 4.00
WATER | | |
0052 621-06574 897.000 SYS | 5.98000 5364.06| 6.50000 5830.50| 6.00000 5382.00
SODDING | | |
0053 628-09401 4.000 MOS | 2000.00000 8000.00| 2400.00000 9600.00| 2027.46000 8109.84
FIELD OFFICE, A | | |
0054 714-04875 88.000 LFT | 1550.00000 136400.00| 1400.00000 123200.00| 2174.66000 191370.08
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, , 10 FT X 9 FT | | |
0055 714-08514 677.000 SFT | 70.00000 47390.00| 135.00000 91395.00| 104.45000 70712.65
WINGWALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -5
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1035122 |( 3 ) 35-1068009
|ELLAS CONSTRUCTION COMPANY I |GARIUP CONSTRUCTION CO INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-02630 2.000 EACH | 1055.00000 2110.00| 500.00000 1000.00| 1445.04000 2890.08
SAFETY METAL END SECTION, 6:1, 24 IN. | | |
0057 715-05173 138.000 LFT | 34.50000 4761.00| 50.00000 6900.00| 58.70000 8100.60
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0058 715-46020 1.000 EACH | 500.00000 500.00| 580.00000 580.00| 791.74000 791.74
PIPE END SECTION, 24 IN. | | |
0059 720-44000 1.000 EACH | 500.00000 500.00| 300.00000 300.00| 495.07000 495.07
CASTING, ADJUST TO GRADE | | |
0060 801-03290 2.000 EACH | 130.00000 260.00| 140.00000 280.00| 158.00000 316.00
CONSTRUCTION SIGN, C | | |
0061 801-06203 3200.000 LFT | 0.19000 608.00| 0.21000 672.00| 0.23000 736.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0062 801-06640 22.000 EACH | 93.00000 2046.00| 100.00000 2200.00| 81.00000 1782.00
CONSTRUCTION SIGN, A | | |
0063 801-06645 2.000 EACH | 42.00000 84.00| 47.00000 94.00| 29.00000 58.00
CONSTRUCTION SIGN, B | | |
0064 801-06710 90.000 DAY | 6.22000 559.80| 7.00000 630.00| 10.00000 900.00
FLASHING ARROW SIGN | | |
0065 801-06775 LUMP | 3100.00000 3100.00| 10000.00000 10000.00| 12070.74000 12070.74
MAINTAINING TRAFFIC | | |
0066 801-07119 24.000 LFT | 8.00000 192.00| 9.00000 216.00| 11.95000 286.80
BARRICADE, III-B | | |
0067 801-08508 314.000 LFT | 31.90000 10016.60| 28.00000 8792.00| 49.16000 15436.24
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0068 808-06711 1120.000 LFT | 0.15000 168.00| 0.20000 224.00| 0.28000 313.60
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0069 808-06713 800.000 LFT | 0.15000 120.00| 0.20000 160.00| 0.28000 224.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0070 808-06714 2420.000 LFT | 0.15000 363.00| 0.20000 484.00| 0.28000 677.60
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0071 808-06716 2990.000 LFT | 0.35000 1046.50| 0.40000 1196.00| 0.40000 1196.00
LINE, REMOVE | | |
0072 808-75994 87.000 EACH | 6.00000 522.00| 7.00000 609.00| 10.40000 904.80
PRISMATIC REFLECTOR | | |
0073 808-75996 20.000 EACH | 22.84000 456.80| 67.00000 1340.00| 49.00000 980.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0074 808-75998 22.000 EACH | 49.00000 1078.00| 75.00000 1650.00| 68.00000 1496.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -6
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 35-1035122 |( 3 ) 35-1068009
|ELLAS CONSTRUCTION COMPANY I |GARIUP CONSTRUCTION CO INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06207 6670.000 LFT | 0.95000 6336.50| 1.00000 6670.00| 0.90000 6003.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0076 201-52370 LUMP | 5600.00000 5600.00| 35000.00000 35000.00| 6000.00000 6000.00
CLEARING RIGHT OF WAY | | |
0077 801-09133 2.000 EACH | 1800.00000 3600.00| 2000.00000 4000.00| 2195.00000 4390.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 576,957.31| $ 667,700.00| $ 712,393.76
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 576,957.31| $ 667,700.00| $ 712,393.76
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -7
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE 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 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 5400.00000 5400.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 90.00000 180.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 70.00000 560.00| |
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 | 58530.00000 58530.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 178.000 SYS | 33.50000 5963.00| |
PAVEMENT REMOVAL | | |
0012 202-51330 LUMP | 42000.00000 42000.00| |
PRESENT STRUCTURE, REMOVE | | |
0013 202-96133 65.000 LFT | 37.60000 2444.00| |
PIPE, REMOVE | | |
0014 203-02000 355.000 CYS | 47.42000 16834.10| |
EXCAVATION, COMMON | | |
0015 203-02070 100.000 CYS | 36.75000 3675.00| |
BORROW | | |
0016 205-03371 5.000 CYS | 43.85000 219.25| |
SEDIMENT, REMOVE | | |
0017 205-06932 50.000 LFT | 17.35000 867.50| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06936 20.000 TON | 40.00000 800.00| |
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -8
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE 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 205-06937 360.000 LFT | 2.40000 864.00| |
TEMPORARY SILT FENCE | | |
0020 205-09543 188.000 TON | 56.10000 10546.80| |
NO 2 STONE | | |
0021 207-08263 746.000 SYS | 32.02000 23886.92| |
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 226.000 SYS | 18.00000 4068.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-02050 30.000 CYS | 57.28000 1718.40| |
B BORROW | | |
0024 211-09264 230.000 CYS | 141.00000 32430.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0025 211-09268 280.000 CYS | 110.00000 30800.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0026 214-07202 282.000 SYS | 5.50000 1551.00| |
GEOGRID, I | | |
0027 301-07448 417.000 TON | 33.77000 14082.09| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 303-07662 149.000 TON | 53.90000 8031.10| |
STONE , COMPACTED NO 53, CRUSHED | | |
0029 306-08034 585.000 SYS | 7.00000 4095.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08036 491.000 SYS | 8.50000 4173.50| |
MILLING, ASPHALT, 2 IN. | | |
0031 306-08043 1051.000 SYS | 5.35000 5622.85| |
MILLING, TRANSITION | | |
0032 402-07432 52.000 TON | 135.00000 7020.00| |
HMA SURFACE, TYPE A | | |
0033 402-07440 155.000 TON | 95.00000 14725.00| |
HMA BASE, TYPE A | | |
0034 402-07784 194.000 TON | 125.00000 24250.00| |
HMA SURFACE, TYPE D | | |
0035 402-07785 97.000 TON | 95.00000 9215.00| |
HMA INTERMEDIATE, TYPE D | | |
0036 402-07786 137.000 TON | 92.00000 12604.00| |
HMA BASE, TYPE D | | |
0037 406-05520 1.000 TON | 605.00000 605.00| |
ASPHALT FOR TACK COAT | | |
0038 601-01740 3.000 EACH | 2270.00000 6810.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -9
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE 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 601-06854 2.000 EACH | 3150.00000 6300.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0040 601-94689 1.000 EACH | 2900.00000 2900.00| |
GUARDRAIL END TREATMENT, OS | | |
0041 610-07487 135.000 TON | 120.00000 16200.00| |
HMA FOR APPROACHES, TYPE B | | |
0042 615-06500 2.000 EACH | 900.00000 1800.00| |
MONUMENT, A | | |
0043 616-02320 559.000 SYS | 2.00000 1118.00| |
GEOTEXTILES | | |
0044 616-05688 185.000 TON | 61.00000 11285.00| |
RIPRAP, CLASS 1 | | |
0045 616-06451 13.000 TON | 87.00000 1131.00| |
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 575.00000 1150.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-06545 0.100 TON | 2180.00000 218.00| |
FERTILIZER | | |
0048 621-06557 11.000 LBS | 26.35000 289.85| |
SEED MIXTURE, T | | |
0049 621-06560 620.000 SYS | 1.60000 992.00| |
MULCHED SEEDING, U | | |
0050 621-06565 0.500 TON | 695.00000 347.50| |
MULCHING MATERIAL | | |
0051 621-06567 4.000 kGAL | 1.00000 4.00| |
WATER | | |
0052 621-06574 897.000 SYS | 5.98000 5364.06| |
SODDING | | |
0053 628-09401 4.000 MOS | 4000.00000 16000.00| |
FIELD OFFICE, A | | |
0054 714-04875 88.000 LFT | 4350.00000 382800.00| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, , 10 FT X 9 FT | | |
0055 714-08514 677.000 SFT | 350.00000 236950.00| |
WINGWALL | | |
0056 715-02630 2.000 EACH | 1200.00000 2400.00| |
SAFETY METAL END SECTION, 6:1, 24 IN. | | |
0057 715-05173 138.000 LFT | 26.75000 3691.50| |
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -10
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 715-46020 1.000 EACH | 950.00000 950.00| |
PIPE END SECTION, 24 IN. | | |
0059 720-44000 1.000 EACH | 472.17000 472.17| |
CASTING, ADJUST TO GRADE | | |
0060 801-03290 2.000 EACH | 130.00000 260.00| |
CONSTRUCTION SIGN, C | | |
0061 801-06203 3200.000 LFT | 0.19000 608.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0062 801-06640 22.000 EACH | 93.00000 2046.00| |
CONSTRUCTION SIGN, A | | |
0063 801-06645 2.000 EACH | 42.00000 84.00| |
CONSTRUCTION SIGN, B | | |
0064 801-06710 90.000 DAY | 6.22000 559.80| |
FLASHING ARROW SIGN | | |
0065 801-06775 LUMP | 20000.00000 20000.00| |
MAINTAINING TRAFFIC | | |
0066 801-07119 24.000 LFT | 8.00000 192.00| |
BARRICADE, III-B | | |
0067 801-08508 314.000 LFT | 50.07000 15721.98| |
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0068 808-06711 1120.000 LFT | 0.15000 168.00| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0069 808-06713 800.000 LFT | 0.15000 120.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0070 808-06714 2420.000 LFT | 0.15000 363.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0071 808-06716 2990.000 LFT | 0.35000 1046.50| |
LINE, REMOVE | | |
0072 808-75994 87.000 EACH | 6.00000 522.00| |
PRISMATIC REFLECTOR | | |
0073 808-75996 20.000 EACH | 22.84000 456.80| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0074 808-75998 22.000 EACH | 49.00000 1078.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0075 801-06207 6670.000 LFT | 0.95000 6336.50| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 411 -11
TABULATION OF BIDS
ROUTE : 41
CALL ORDER : 411 CONTRACT ID : SB -29099-A COUNTIES : LAKE
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 201-52370 LUMP | 12000.00000 12000.00| |
CLEARING RIGHT OF WAY | | |
0077 801-09133 2.000 EACH | 1800.00000 3600.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 1,112,103.17| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,112,103.17| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 431 -1
VENDOR RANKING
CALL ORDER : 431 CONTRACT ID : SB -29791-A COUNTIES : HUNTINGTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710141
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 1,452,773.40 100.0000%
2 35-1817530 PIONEER ASSOCIATES INC $ 1,499,751.89 103.2337%
3 35-1374866 PRIMCO INC $ 1,594,760.81 109.7735%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 431 -2
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 431 CONTRACT ID : SB -29791-A COUNTIES : HUNTINGTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK REPLACEMENT
| | |
0001 105-06845 LUMP | 5600.00000 5600.00| 5600.00000 5600.00| 5092.00000 5092.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 225.00000 450.00| 175.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 75.00000 1350.00| 150.00000 2700.00| 145.00000 2610.00
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 | 73000.00000 73000.00| 75000.00000 75000.00| 79738.04000 79738.04
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 118.000 SYS | 80.00000 9440.00| 25.00000 2950.00| 30.00000 3540.00
PAVEMENT REMOVAL | | |
0012 202-02241 422.000 LFT | 4.10000 1730.20| 4.10000 1730.20| 4.10000 1730.20
GUARDRAIL, REMOVE | | |
0013 202-51328 LUMP | 320000.00000 320000.00| 245000.00000 245000.00| 223848.14000 223848.14
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 203-08607 836.000 LFT | 4.00000 3344.00| 14.00000 11704.00| 10.00000 8360.00
LINEAR GRADING | | |
0015 205-03371 12.000 CYS | 30.00000 360.00| 30.00000 360.00| 40.00000 480.00
SEDIMENT, REMOVE | | |
0016 205-06931 18.000 TON | 47.00000 846.00| 30.00000 540.00| 60.00000 1080.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 1.000 EACH | 800.00000 800.00| 450.00000 450.00| 265.00000 265.00
TEMPORARY DITCH INLET PROTECTION , | | |
GRAVEL RING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 431 -3
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 431 CONTRACT ID : SB -29791-A COUNTIES : HUNTINGTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06936 246.000 TON | 36.00000 8856.00| 45.00000 11070.00| 40.00000 9840.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 360.000 LFT | 2.24000 806.40| 4.00000 1440.00| 3.00000 1080.00
TEMPORARY SILT FENCE | | |
0020 205-09543 100.000 TON | 15.00000 1500.00| 25.00000 2500.00| 30.00000 3000.00
NO 2 STONE | | |
0021 207-08263 3514.000 SYS | 7.50000 26355.00| 9.00000 31626.00| 15.00000 52710.00
SUBGRADE TREATMENT, TYPE IA | | |
0022 211-06467 38.600 CYS | 65.00000 2509.00| 35.00000 1351.00| 50.00000 1930.00
AGGREGATE FOR END BENT BACKFILL | | |
0023 302-07455 56.000 CYS | 100.00000 5600.00| 35.00000 1960.00| 50.00000 2800.00
DENSE GRADED SUBBASE | | |
0024 306-08043 760.000 SYS | 7.50000 5700.00| 7.20000 5472.00| 7.00000 5320.00
MILLING, TRANSITION , 1-1/2 IN | | |
0025 402-07433 226.000 TON | 61.00000 13786.00| 75.00000 16950.00| 61.00000 13786.00
HMA SURFACE, TYPE B | | |
0026 402-07438 384.000 TON | 48.00000 18432.00| 53.00000 20352.00| 48.00000 18432.00
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 1666.000 TON | 45.00000 74970.00| 43.00000 71638.00| 45.00000 74970.00
HMA BASE, TYPE B | | |
0028 406-05520 1.000 TON | 400.00000 400.00| 100.00000 100.00| 400.00000 400.00
ASPHALT FOR TACK COAT | | |
0029 502-06329 188.000 SYS | 70.00000 13160.00| 75.00000 14100.00| 70.00000 13160.00
PCCP, 12 IN. | | |
0030 503-03489 48.000 EACH | 21.00000 1008.00| 15.00000 720.00| 21.00000 1008.00
RETROFITTED TIE BARS | | |
0031 601-01522 2.000 EACH | 2150.00000 4300.00| 2150.00000 4300.00| 2150.00000 4300.00
GUARDRAIL TRANSITION TYPE TGB | | |
0032 601-94690 1.000 EACH | 4100.00000 4100.00| 4100.00000 4100.00| 5486.45000 5486.45
GUARDRAIL END TREATMENT, MS | | |
0033 601-99105 12.500 LFT | 19.40000 242.50| 19.40000 242.50| 19.40000 242.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 601-99108 250.000 LFT | 22.30000 5575.00| 22.30000 5575.00| 22.30000 5575.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0035 602-06729 30.000 EACH | 10.00000 300.00| 13.65000 409.50| 12.00000 360.00
BARRIER DELINEATOR | | |
0036 606-07484 780.000 LFT | 4.00000 3120.00| 3.75000 2925.00| 6.00000 4680.00
MILLED HMA SHOULDER CORRUGATIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 431 -4
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 431 CONTRACT ID : SB -29791-A COUNTIES : HUNTINGTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 609-06259 194.000 SYS | 80.00000 15520.00| 75.00000 14550.00| 80.00000 15520.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0038 610-07788 330.000 TON | 74.00000 24420.00| 69.30000 22869.00| 74.00000 24420.00
HMA FOR APPROACHES, TYPE D | | |
0039 616-02320 432.000 SYS | 2.40000 1036.80| 3.00000 1296.00| 2.45000 1058.40
GEOTEXTILES | | |
0040 616-06405 198.000 TON | 32.00000 6336.00| 25.00000 4950.00| 35.00000 6930.00
RIPRAP, REVETMENT | | |
0041 619-04414 18.000 EACH | 120.00000 2160.00| 25.00000 450.00| 154.00000 2772.00
DRAIN EXTENSION , PVC, W/COUPLER | | |
0042 621-01004 1.000 EACH | 375.00000 375.00| 375.00000 375.00| 250.00000 250.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06559 17200.000 SYS | 0.44000 7568.00| 0.44000 7568.00| 0.40000 6880.00
MULCHED SEEDING, R | | |
0044 628-09401 9.000 MOS | 1600.00000 14400.00| 2500.00000 22500.00| 2100.00000 18900.00
FIELD OFFICE, A | | |
0045 628-09407 9.000 MOS | 231.00000 2079.00| 300.00000 2700.00| 500.00000 4500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0046 702-51110 3456.000 LBS | 3.00000 10368.00| 3.50000 12096.00| 3.50000 12096.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0047 702-51864 432.000 EACH | 0.01000 4.32| 7.50000 3240.00| 15.00000 6480.00
FIELD DRILLED HOLE | | |
0048 703-51032 238224.000 LBS | 0.70000 166756.80| 1.05000 250135.20| 1.00000 238224.00
REINFORCING STEEL, EPOXY COATED | | |
0049 704-51002 663.000 CYS | 495.00000 328185.00| 450.00000 298350.00| 575.00000 381225.00
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-05734 4.000 EACH | 1400.00000 5600.00| 2000.00000 8000.00| 1600.00000 6400.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0051 706-51020 142.000 CYS | 300.00000 42600.00| 395.00000 56090.00| 225.00000 31950.00
CONCRETE, C, RAILING | | |
0052 709-51821 LUMP | 14950.00000 14950.00| 14950.00000 14950.00| 10500.00000 10500.00
SURFACE SEAL | | |
0053 711-02707 4.000 EACH | 175.00000 700.00| 500.00000 2000.00| 125.00000 500.00
ANCHOR PLATE | | |
0054 711-04702 1026.000 IN | 45.00000 46170.00| 5.00000 5130.00| 49.50000 50787.00
PEEN WELD | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 431 -5
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 431 CONTRACT ID : SB -29791-A COUNTIES : HUNTINGTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 711-51877 LUMP | 9000.00000 9000.00| 25000.00000 25000.00| 10000.00000 10000.00
JACKING AND SUPPORTING BEAMS | | |
0057 711-96800 9686.000 EACH | 3.20000 30995.20| 3.20000 30995.20| 6.00000 58116.00
STUD SHEAR CONNECTORS | | |
0058 801-03290 4.000 EACH | 100.00000 400.00| 110.89000 443.56| 100.00000 400.00
CONSTRUCTION SIGN, C | | |
0059 801-06207 8150.000 LFT | 1.00000 8150.00| 1.11000 9046.50| 1.00000 8150.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0060 801-06469 950.000 LFT | 1.60000 1520.00| 1.77000 1681.50| 1.60000 1520.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0061 801-06586 1860.000 LFT | 0.32000 595.20| 0.35000 651.00| 0.32000 595.20
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0062 801-06640 29.000 EACH | 85.00000 2465.00| 94.25000 2733.25| 85.00000 2465.00
CONSTRUCTION SIGN, A | | |
0063 801-06645 5.000 EACH | 79.00000 395.00| 87.60000 438.00| 79.00000 395.00
CONSTRUCTION SIGN, B | | |
0064 801-06710 180.000 DAY | 20.00000 3600.00| 22.18000 3992.40| 25.00000 4500.00
FLASHING ARROW SIGN | | |
0065 801-06775 LUMP | 2900.00000 2900.00| 12000.00000 12000.00| 10633.00000 10633.00
MAINTAINING TRAFFIC | | |
0066 801-07118 48.000 LFT | 10.50000 504.00| 11.64000 558.72| 10.50000 504.00
BARRICADE, III-A | | |
0067 801-07119 72.000 LFT | 13.65000 982.80| 15.14000 1090.08| 13.50000 972.00
BARRICADE, III-B | | |
0068 801-07606 1670.000 LFT | 1.00000 1670.00| 20.00000 33400.00| 27.60000 46092.00
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0069 801-08401 2330.000 LFT | 20.00000 46600.00| 23.00000 53590.00| 13.69000 31897.70
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0070 801-08508 320.000 LFT | 25.00000 8000.00| 25.00000 8000.00| 14.80000 4736.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0071 801-52818 2.000 EACH | 17000.00000 34000.00| 20065.00000 40130.00| 21965.00000 43930.00
TEMPORARY CROSSOVER, A | | |
0072 808-03002 762.000 LFT | 0.01000 7.62| 0.01000 7.62| 0.01000 7.62
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0073 808-03631 633.000 LFT | 0.96000 607.68| 1.06000 670.98| 0.96000 607.68
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 431 -6
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 431 CONTRACT ID : SB -29791-A COUNTIES : HUNTINGTON
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-03632 2928.000 LFT | 0.96000 2810.88| 1.06000 3103.68| 0.96000 2810.88
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0075 808-06716 605.000 LFT | 0.01000 6.05| 0.01000 6.05| 0.01000 6.05
LINE, REMOVE , PAINT, BROKEN, 4 IN. | | |
0076 808-06716 2295.000 LFT | 0.01000 22.95| 0.01000 22.95| 0.01000 22.95
LINE, REMOVE , PAINT, SOLID, 4 IN. | | |
0077 808-75996 6.000 EACH | 20.00000 120.00| 120.00000 720.00| 22.00000 132.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0078 808-75998 6.000 EACH | 116.00000 696.00| 150.00000 900.00| 116.00000 696.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,452,773.40| $ 1,499,751.89| $ 1,594,760.81
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,452,773.40| $ 1,499,751.89| $ 1,594,760.81
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -1
VENDOR RANKING
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 09/03/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9999193
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 36-3526376 ERA VALDIVIA CONTRACTORS INC & SUBSIDIARY $ 372,762.88 100.0000%
2 35-2019240 CENTRAL PAINTING INC $ 449,472.56 120.5787%
3 35-1602596 ICARUS INDUSTRIAL PAINTING $ 454,628.68 121.9619%
4 35-1778430 SPANOS N I PAINTING INC $ 473,350.48 126.9843%
5 35-1841931 VENUS PAINTING COMPANY $ 476,577.00 127.8499%
6 75-3124141 EAGLE PAINTING & MAINTENANCE COMPANY INC $ 479,549.16 128.6472%
7 20-1396310 SEI COATINGS LLC $ 625,240.00 167.7313%
8 35-1645115 THREE STAR PAINTING $ 699,742.60 187.7179%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -2
TABULATION OF BIDS
ROUTE : 49
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-3526376 |( 2 ) 35-2019240 |( 3 ) 35-1602596
|ERA VALDIVIA CONTRACTORS INC |CENTRAL PAINTING INC |ICARUS INDUSTRIAL PAINTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 16.000 MOS | 150.00000 2400.00| 100.00000 1600.00| 150.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 5000.00000 5000.00| 20000.00000 20000.00| 7000.00000 7000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-04414 4.000 EACH | 250.00000 1000.00| 200.00000 800.00| 250.00000 1000.00
DRAIN EXTENSION | | |
0010 619-09425 34072.000 SFT | 4.50000 153324.00| 7.34000 250088.48| 8.50000 289612.00
CLEAN STEEL BRIDGE, TYPE 2, QP-2 | | |
0011 619-09435 34072.000 SFT | 2.50000 85180.00| 2.35000 80069.20| 1.15000 39182.80
PAINT STEEL BRIDGE, TYPE 2 | | |
0012 628-09401 8.000 MOS | 1500.00000 12000.00| 1000.00000 8000.00| 2000.00000 16000.00
FIELD OFFICE, A | | |
0013 709-51821 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 1000.00000 1000.00
SURFACE SEAL | | |
0014 801-01093 4.000 EACH | 340.00000 1360.00| 340.00000 1360.00| 340.00000 1360.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0015 801-03290 2.000 EACH | 89.00000 178.00| 89.00000 178.00| 89.00000 178.00
CONSTRUCTION SIGN, C | | |
0016 801-04308 2.000 EACH | 131.00000 262.00| 131.00000 262.00| 131.00000 262.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0019 801-06208 40000.000 LFT | 0.95000 38000.00| 0.95000 38000.00| 0.95000 38000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -3
TABULATION OF BIDS
ROUTE : 49
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 36-3526376 |( 2 ) 35-2019240 |( 3 ) 35-1602596
|ERA VALDIVIA CONTRACTORS INC |CENTRAL PAINTING INC |ICARUS INDUSTRIAL PAINTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06209 10000.000 LFT | 1.26000 12600.00| 1.26000 12600.00| 1.26000 12600.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
6 IN. , BLACKOUT | | |
0021 801-06640 30.000 EACH | 62.00000 1860.00| 62.00000 1860.00| 62.00000 1860.00
CONSTRUCTION SIGN, A | | |
0022 801-06710 180.000 DAY | 10.00000 1800.00| 10.00000 1800.00| 10.00000 1800.00
FLASHING ARROW SIGN | | |
0023 801-06775 LUMP | 4703.00000 4703.00| 4703.00000 4703.00| 4703.00000 4703.00
MAINTAINING TRAFFIC | | |
0024 801-07118 72.000 LFT | 4.54000 326.88| 4.54000 326.88| 4.54000 326.88
BARRICADE, III-A | | |
0025 801-08401 300.000 LFT | 80.00000 24000.00| 20.00000 6000.00| 55.00000 16500.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0026 801-08508 225.000 LFT | 80.00000 18000.00| 51.36000 11556.00| 55.00000 12375.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED , ATTENUATOR FOR WALL END CZ | | |
0027 801-09133 4.000 EACH | 1575.00000 6300.00| 1575.00000 6300.00| 1575.00000 6300.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0028 801-06625 26.000 EACH | 64.00000 1664.00| 64.00000 1664.00| 64.00000 1664.00
DETOUR ROUTE MARKER ASSEMBLY | | |
SECTION TOTALS | $ 372,762.88| $ 449,472.56| $ 454,628.68
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 372,762.88| $ 449,472.56| $ 454,628.68
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -4
TABULATION OF BIDS
ROUTE : 49
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1778430 |( 5 ) 35-1841931 |( 6 ) 75-3124141
|SPANOS N I PAINTING INC |VENUS PAINTING COMPANY |EAGLE PAINTING & MAINTENANCE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 2.000 EACH | 100.00000 200.00| 50.00000 100.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 16.000 MOS | 50.00000 800.00| 30.00000 480.00| 200.00000 3200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 40000.00000 40000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-04414 4.000 EACH | 25.00000 100.00| 40.00000 160.00| 200.00000 800.00
DRAIN EXTENSION | | |
0010 619-09425 34072.000 SFT | 6.00000 204432.00| 9.00000 306648.00| 6.75000 229986.00
CLEAN STEEL BRIDGE, TYPE 2, QP-2 | | |
0011 619-09435 34072.000 SFT | 4.30000 146509.60| 2.00000 68144.00| 3.53000 120274.16
PAINT STEEL BRIDGE, TYPE 2 | | |
0012 628-09401 8.000 MOS | 1000.00000 8000.00| 800.00000 6400.00| 1700.00000 13600.00
FIELD OFFICE, A | | |
0013 709-51821 LUMP | 1000.00000 1000.00| 300.00000 300.00| 3000.00000 3000.00
SURFACE SEAL | | |
0014 801-01093 4.000 EACH | 340.00000 1360.00| 340.00000 1360.00| 400.00000 1600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0015 801-03290 2.000 EACH | 89.00000 178.00| 90.00000 180.00| 100.00000 200.00
CONSTRUCTION SIGN, C | | |
0016 801-04308 2.000 EACH | 131.00000 262.00| 140.00000 280.00| 140.00000 280.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0019 801-06208 40000.000 LFT | 0.95000 38000.00| 0.80000 32000.00| 0.60000 24000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -5
TABULATION OF BIDS
ROUTE : 49
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1778430 |( 5 ) 35-1841931 |( 6 ) 75-3124141
|SPANOS N I PAINTING INC |VENUS PAINTING COMPANY |EAGLE PAINTING & MAINTENANCE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06209 10000.000 LFT | 1.26000 12600.00| 0.80000 8000.00| 1.00000 10000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
6 IN. , BLACKOUT | | |
0021 801-06640 30.000 EACH | 62.00000 1860.00| 60.00000 1800.00| 62.00000 1860.00
CONSTRUCTION SIGN, A | | |
0022 801-06710 180.000 DAY | 10.00000 1800.00| 10.00000 1800.00| 5.00000 900.00
FLASHING ARROW SIGN | | |
0023 801-06775 LUMP | 4703.00000 4703.00| 8000.00000 8000.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0024 801-07118 72.000 LFT | 4.54000 326.88| 5.00000 360.00| 4.50000 324.00
BARRICADE, III-A | | |
0025 801-08401 300.000 LFT | 40.00000 12000.00| 40.00000 12000.00| 24.25000 7275.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0026 801-08508 225.000 LFT | 50.00000 11250.00| 20.00000 4500.00| 39.80000 8955.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED , ATTENUATOR FOR WALL END CZ | | |
0027 801-09133 4.000 EACH | 1575.00000 6300.00| 950.00000 3800.00| 1600.00000 6400.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0028 801-06625 26.000 EACH | 64.00000 1664.00| 10.00000 260.00| 65.00000 1690.00
DETOUR ROUTE MARKER ASSEMBLY | | |
SECTION TOTALS | $ 473,350.48| $ 476,577.00| $ 479,549.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 473,350.48| $ 476,577.00| $ 479,549.16
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -6
TABULATION OF BIDS
ROUTE : 49
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 20-1396310 |( 8 ) 35-1645115 |( )
|SEI COATINGS LLC |THREE STAR PAINTING |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 2.000 EACH | 50.00000 100.00| 60.00000 120.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 16.000 MOS | 50.00000 800.00| 100.00000 1600.00|
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 109-08443 1.000 DOL | 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|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 30000.00000 30000.00| 50000.00000 50000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 619-04414 4.000 EACH | 500.00000 2000.00| 5.00000 20.00|
DRAIN EXTENSION | | |
0010 619-09425 34072.000 SFT | 10.25000 349238.00| 15.18000 517212.96|
CLEAN STEEL BRIDGE, TYPE 2, QP-2 | | |
0011 619-09435 34072.000 SFT | 4.05000 137991.60| 2.83000 96423.76|
PAINT STEEL BRIDGE, TYPE 2 | | |
0012 628-09401 8.000 MOS | 1500.00000 12000.00| 1170.00000 9360.00|
FIELD OFFICE, A | | |
0013 709-51821 LUMP | 500.00000 500.00| 1000.00000 1000.00|
SURFACE SEAL | | |
0014 801-01093 4.000 EACH | 350.00000 1400.00| 340.00000 1360.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0015 801-03290 2.000 EACH | 90.00000 180.00| 89.00000 178.00|
CONSTRUCTION SIGN, C | | |
0016 801-04308 2.000 EACH | 135.00000 270.00| 131.00000 262.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0019 801-06208 40000.000 LFT | 1.00000 40000.00| 0.05000 2000.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 451 -7
TABULATION OF BIDS
ROUTE : 49
CALL ORDER : 451 CONTRACT ID : SB -31831-A COUNTIES : PORTER
LETTING DATE : 04/22/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 20-1396310 |( 8 ) 35-1645115 |( )
|SEI COATINGS LLC |THREE STAR PAINTING |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06209 10000.000 LFT | 1.35000 13500.00| 0.20000 2000.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
6 IN. , BLACKOUT | | |
0021 801-06640 30.000 EACH | 65.00000 1950.00| 62.00000 1860.00|
CONSTRUCTION SIGN, A | | |
0022 801-06710 180.000 DAY | 12.00000 2160.00| 10.00000 1800.00|
FLASHING ARROW SIGN | | |
0023 801-06775 LUMP | 9053.40000 9053.40| 1000.00000 1000.00|
MAINTAINING TRAFFIC | | |
0024 801-07118 72.000 LFT | 4.75000 342.00| 4.54000 326.88|
BARRICADE, III-A | | |
0025 801-08401 300.000 LFT | 25.00000 7500.00| 10.00000 3000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0026 801-08508 225.000 LFT | 28.00000 6300.00| 10.00000 2250.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED , ATTENUATOR FOR WALL END CZ | | |
0027 801-09133 4.000 EACH | 2000.00000 8000.00| 1575.00000 6300.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0028 801-06625 26.000 EACH | 75.00000 1950.00| 64.00000 1664.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
SECTION TOTALS | $ 625,240.00| $ 699,742.60| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 625,240.00| $ 699,742.60| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 501 -1
VENDOR RANKING
CALL ORDER : 501 CONTRACT ID : ST -29518-A COUNTIES : DEKALB
LETTING DATE : 04/22/09 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710144
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 38-2932367 RMD HOLDINGS LTD $ 378,654.37 100.0000%
2 38-1646882 SNOWDEN INC $ 416,925.24 110.1071%
3 35-2110733 SPECIALTIES COMPANY LLC $ 459,816.95 121.4345%
4 35-2040341 MOONROCK INC $ 523,127.45 138.1543%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 501 -2
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 501 CONTRACT ID : ST -29518-A COUNTIES : DEKALB
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-2932367 |( 2 ) 38-1646882 |( 3 ) 35-2110733
|RMD HOLDINGS LTD |SNOWDEN INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW GUARDRAIL INSTALLATION
| | |
0001 105-06845 LUMP | 14510.00000 14510.00| 13000.00000 13000.00| 11000.00000 11000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 500.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 90.00000 360.00| 100.00000 400.00| 600.00000 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 | 36340.00000 36340.00| 20000.00000 20000.00| 22900.00000 22900.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-95027 2.000 EACH | 1116.00000 2232.00| 500.00000 1000.00| 500.00000 1000.00
IMPACT ATTENUATOR, REMOVE | | |
0011 203-02070 455.000 CYS | 29.85000 13581.75| 32.23000 14664.65| 11.00000 5005.00
BORROW | | |
0012 203-08607 10600.000 LFT | 1.59000 16854.00| 2.00000 21200.00| 3.15000 33390.00
LINEAR GRADING | | |
0013 205-06933 21.000 EACH | 144.00000 3024.00| 75.00000 1575.00| 225.00000 4725.00
TEMPORARY DITCH INLET PROTECTION | | |
0014 621-01004 2.000 EACH | 784.00000 1568.00| 500.00000 1000.00| 900.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0015 621-06559 23070.000 SYS | 0.51000 11765.70| 0.50000 11535.00| 0.36000 8305.20
MULCHED SEEDING, R | | |
0016 627-09327 19417.000 LFT | 9.56000 185626.52| 11.27000 218829.59| 12.75000 247566.75
CABLE BARRIER SYSTEM, TYPE TL-4 | | |
0017 627-09329 1.000 EACH | 8563.00000 8563.00| 15000.00000 15000.00| 8000.00000 8000.00
CABLE BARRIER, TYPE TL-4, SPARE PARTS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 501 -3
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 501 CONTRACT ID : ST -29518-A COUNTIES : DEKALB
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-2932367 |( 2 ) 38-1646882 |( 3 ) 35-2110733
|RMD HOLDINGS LTD |SNOWDEN INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 627-09331 12.000 EACH | 3662.00000 43944.00| 3853.00000 46236.00| 4400.00000 52800.00
SAFETY TERMINAL, TYPE TL-4 | | |
0019 628-09408 4.000 MOS | 610.00000 2440.00| 200.00000 800.00| 400.00000 1600.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0020 628-09409 4.000 MOS | 25.00000 100.00| 100.00000 400.00| 200.00000 800.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0021 801-01093 8.000 EACH | 779.00000 6232.00| 695.00000 5560.00| 725.00000 5800.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0022 801-03290 8.000 EACH | 185.00000 1480.00| 165.00000 1320.00| 175.00000 1400.00
CONSTRUCTION SIGN, C | | |
0023 801-06640 20.000 EACH | 152.00000 3040.00| 135.00000 2700.00| 155.00000 3100.00
CONSTRUCTION SIGN, A | | |
0024 801-06710 120.000 DAY | 13.44000 1612.80| 12.00000 1440.00| 15.00000 1800.00
FLASHING ARROW SIGN | | |
0025 801-06775 LUMP | 22391.00000 22391.00| 29500.00000 29500.00| 34000.00000 34000.00
MAINTAINING TRAFFIC | | |
0026 801-09133 2.000 EACH | 600.00000 1200.00| 4500.00000 9000.00| 5000.00000 10000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0027 801-92448 720.000 DAY | 1.68000 1209.60| 1.50000 1080.00| 2.00000 1440.00
CONSTRUCTION SIGNS, MOBILE | | |
0028 804-06740 12.000 EACH | 31.25000 375.00| 40.00000 480.00| 40.00000 480.00
DELINEATOR WITH POST, D2 | | |
SECTION TOTALS | $ 378,654.37| $ 416,925.24| $ 459,816.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 378,654.37| $ 416,925.24| $ 459,816.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 501 -4
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 501 CONTRACT ID : ST -29518-A COUNTIES : DEKALB
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040341 |( ) |( )
|MOONROCK INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW GUARDRAIL INSTALLATION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 400.00000 1600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 30000.00000 30000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-95027 2.000 EACH | 1500.00000 3000.00| |
IMPACT ATTENUATOR, REMOVE | | |
0011 203-02070 455.000 CYS | 20.00000 9100.00| |
BORROW | | |
0012 203-08607 10600.000 LFT | 1.00000 10600.00| |
LINEAR GRADING | | |
0013 205-06933 21.000 EACH | 150.00000 3150.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0014 621-01004 2.000 EACH | 1000.00000 2000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0015 621-06559 23070.000 SYS | 0.50000 11535.00| |
MULCHED SEEDING, R | | |
0016 627-09327 19417.000 LFT | 15.85000 307759.45| |
CABLE BARRIER SYSTEM, TYPE TL-4 | | |
0017 627-09329 1.000 EACH | 15290.00000 15290.00| |
CABLE BARRIER, TYPE TL-4, SPARE PARTS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/11/09
PAGE : 501 -5
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 501 CONTRACT ID : ST -29518-A COUNTIES : DEKALB
LETTING DATE : 04/22/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040341 |( ) |( )
|MOONROCK INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 627-09331 12.000 EACH | 3895.00000 46740.00| |
SAFETY TERMINAL, TYPE TL-4 | | |
0019 628-09408 4.000 MOS | 250.00000 1000.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0020 628-09409 4.000 MOS | 130.00000 520.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0021 801-01093 8.000 EACH | 200.00000 1600.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0022 801-03290 8.000 EACH | 130.00000 1040.00| |
CONSTRUCTION SIGN, C | | |
0023 801-06640 20.000 EACH | 110.00000 2200.00| |
CONSTRUCTION SIGN, A | | |
0024 801-06710 120.000 DAY | 25.00000 3000.00| |
FLASHING ARROW SIGN | | |
0025 801-06775 LUMP | 39000.00000 39000.00| |
MAINTAINING TRAFFIC | | |
0026 801-09133 2.000 EACH | 3900.00000 7800.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0027 801-92448 720.000 DAY | 15.00000 10800.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0028 804-06740 12.000 EACH | 24.00000 288.00| |
DELINEATOR WITH POST, D2 | | |
SECTION TOTALS | $ 523,127.45| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 523,127.45| $ 0.00| $
====================================================================================================================================