INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -1
VENDOR RANKING
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 09/28/12
LOCATION : ON SR 25 FROM 0.2 MILE EAST OF CR 400 WEST TO 0.11 MILE EAST PROJECT(S) : 0401296
OF CR 100W 0401297
0900140
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 15,980,158.02 100.0000%
2 36-2231526 WALSH CONSTRUCTION COMPANY $ 18,664,690.53 116.7992%
3 35-1917625 MILESTONE CONTRACTORS LP $ 19,062,678.45 119.2897%
4 36-3543170 T J LAMBRECHT CONSTRUCTION $ 19,496,750.50 122.0060%
5 35-0918397 RIETH RILEY CONSTRUCTION $ 19,711,238.68 123.3482%
6 35-0997978 PHEND & BROWN INC $ 19,912,966.00 124.6106%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -2
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 186000.00000 186000.00| 908178.37000 908178.37| 200000.00000 200000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06845 LUMP | 20000.00000 20000.00| 21500.00000 21500.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING , GPS ROVER | | |
0003 105-08520 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 54.000 MOS | 60.00000 3240.00| 90.00000 4860.00| 110.00000 5940.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0014 110-01001 LUMP | 815000.00000 815000.00| 830000.00000 830000.00| 801800.00000 801800.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 113-01614 LUMP | 10000.00000 10000.00| 14100.00000 14100.00| 20000.00000 20000.00
PARTNERING OVERHEAD | | |
0016 201-52370 LUMP | 150000.00000 150000.00| 350000.00000 350000.00| 200000.00000 200000.00
CLEARING RIGHT OF WAY | | |
0017 202-01000 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 10000.00000 10000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 13 | | |
0018 202-01000 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| 1500.00000 1500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 18 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -3
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-02240 25672.000 SYS | 3.00000 77016.00| 1.67000 42872.24| 7.00000 179704.00
PAVEMENT REMOVAL | | |
0020 202-03000 LUMP | 5000.00000 5000.00| 35000.00000 35000.00| 8000.00000 8000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 08 | | |
0021 202-03000 LUMP | 8000.00000 8000.00| 35000.00000 35000.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 09 | | |
0022 202-03000 LUMP | 6500.00000 6500.00| 40000.00000 40000.00| 8000.00000 8000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 17 | | |
0023 202-03000 LUMP | 4000.00000 4000.00| 30000.00000 30000.00| 6000.00000 6000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 74 | | |
0024 202-51330 LUMP | 75000.00000 75000.00| 220000.00000 220000.00| 75000.00000 75000.00
PRESENT STRUCTURE, REMOVE | | |
0025 203-02000 62659.000 CYS | 2.80000 175445.20| 1.81000 113412.79| 3.00000 187977.00
EXCAVATION, COMMON | | |
0026 203-02055 744530.000 CYS | 3.45000 2568628.50| 3.76000 2799432.80| 4.30000 3201479.00
EMBANKMENT | | |
0027 203-51223 312.000 CYS | 8.00000 2496.00| 9.82000 3063.84| 7.00000 2184.00
EXCAVATION, WATERWAY | | |
0028 204-08552 2.000 EACH | 2000.00000 4000.00| 7000.00000 14000.00| 10000.00000 20000.00
VIBRATING WIRE SETTLEMENT SYSTEM | | |
0029 204-08553 2.000 EACH | 1.00000 2.00| 1.00000 2.00| 3000.00000 6000.00
DATA LOGGING SYSTEM | | |
0030 204-08554 2.000 EACH | 1.00000 2.00| 1.00000 2.00| 2000.00000 4000.00
HAND HELD VW READOUT | | |
0031 205-03371 500.000 CYS | 10.00000 5000.00| 9.67000 4835.00| 15.00000 7500.00
SEDIMENT, REMOVE | | |
0032 205-06930 54.000 TON | 30.00000 1620.00| 39.96000 2157.84| 28.00000 1512.00
SPLASHPAD, RIPRAP | | |
0033 205-06931 1445.000 TON | 27.00000 39015.00| 34.71000 50155.95| 28.00000 40460.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06933 9.000 EACH | 90.00000 810.00| 90.00000 810.00| 90.00000 810.00
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06936 1912.000 TON | 19.00000 36328.00| 33.41000 63879.92| 26.00000 49712.00
TEMPORARY SEDIMENT TRAP | | |
0036 205-06937 9526.000 LFT | 2.00000 19052.00| 2.58000 24577.08| 1.41000 13431.66
TEMPORARY SILT FENCE | | |
0037 205-06938 1153.000 LFT | 10.00000 11530.00| 8.41000 9696.73| 11.00000 12683.00
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -4
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 205-08517 1361.000 TON | 22.00000 29942.00| 35.49000 48301.89| 26.00000 35386.00
ROCK FILTER BERM | | |
0039 205-09543 13682.000 TON | 12.50000 171025.00| 11.34000 155153.88| 16.00000 218912.00
NO 2 STONE | | |
0040 206-51215 152.000 CYS | 50.00000 7600.00| 33.70000 5122.40| 235.00000 35720.00
EXCAVATION, X | | |
0041 206-51220 440.000 CYS | 100.00000 44000.00| 14.66000 6450.40| 25.00000 11000.00
EXCAVATION, WET | | |
0042 206-51225 497.000 CYS | 10.00000 4970.00| 16.43000 8165.71| 18.00000 8946.00
EXCAVATION, DRY | | |
0043 207-08262 149164.000 SYS | 1.15000 171538.60| 2.62000 390809.68| 4.10000 611572.40
SUBGRADE TREATMENT, TYPE I | | |
0044 207-08264 17953.000 SYS | 1.00000 17953.00| 1.99000 35726.47| 4.10000 73607.30
SUBGRADE TREATMENT, TYPE II | | |
0045 207-08266 6254.000 SYS | 0.75000 4690.50| 2.86000 17886.44| 0.60000 3752.40
SUBGRADE TREATMENT, TYPE III | | |
0046 207-08267 11818.000 SYS | 4.50000 53181.00| 4.92000 58144.56| 5.25000 62044.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0047 211-02050 77383.000 CYS | 8.00000 619064.00| 7.13000 551740.79| 8.50000 657755.50
B BORROW | | |
0048 211-06467 124.000 CYS | 40.00000 4960.00| 26.90000 3335.60| 85.00000 10540.00
AGGREGATE FOR END BENT BACKFILL | | |
0049 211-09264 2436.000 CYS | 12.00000 29232.00| 18.82000 45845.52| 22.00000 53592.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0050 211-09265 3137.000 CYS | 26.00000 81562.00| 19.83000 62206.71| 25.00000 78425.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0051 211-09266 1846.000 CYS | 30.00000 55380.00| 22.41000 41368.86| 35.00000 64610.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0052 215-07043 100000.000 SYS | 2.75000 275000.00| 3.35000 335000.00| 3.50000 350000.00
CHEMICAL MODIFICATION, SOILS | | |
0053 215-09385 5000.000 TON | 80.00000 400000.00| 46.75000 233750.00| 90.00000 450000.00
CHEMICAL MODIFIER, SOILS, MODIFYING WET | | |
FILL SOIL, | | |
0054 301-07448 16251.000 TON | 13.60000 221013.60| 13.12000 213213.12| 14.50000 235639.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0055 302-07455 113.000 CYS | 50.00000 5650.00| 46.10000 5209.30| 55.00000 6215.00
DENSE GRADED SUBBASE | | |
0056 303-01180 28192.000 TON | 13.40000 377772.80| 12.39000 349298.88| 14.50000 408784.00
COMPACTED AGGREGATE, NO. 53 | | |
0057 303-07449 104.000 TON | 20.00000 2080.00| 16.10000 1674.40| 25.00000 2600.00
COMPACTED AGGREGATE, NO. 73 | | |
0058 303-08210 300.000 TON | 15.00000 4500.00| 14.64000 4392.00| 28.00000 8400.00
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -5
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 304-07492 87.000 TON | 44.00000 3828.00| 65.16000 5668.92| 80.00000 6960.00
WIDENING WITH HMA, TYPE A | | |
0060 304-07493 102.000 TON | 45.00000 4590.00| 67.57000 6892.14| 95.00000 9690.00
WIDENING WITH HMA, TYPE B | | |
0061 306-08034 2647.000 SYS | 1.50000 3970.50| 1.48000 3917.56| 3.00000 7941.00
MILLING, ASPHALT, 1 1/2 IN | | |
0062 401-06264 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 5000.00000 5000.00
PROFILOGRAPH, HMA | | |
0063 401-07320 2205.000 TON | 52.35000 115431.75| 52.35000 115431.75| 60.00000 132300.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0064 401-07328 8824.000 TON | 58.65000 517527.60| 58.65000 517527.60| 68.00000 600032.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0065 401-07398 14856.000 TON | 41.00000 609096.00| 41.00000 609096.00| 50.00000 742800.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0066 401-07406 5874.000 TON | 40.00000 234960.00| 40.00000 234960.00| 47.00000 276078.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0067 401-07407 2978.000 TON | 20.00000 59560.00| 20.00000 59560.00| 47.00000 139966.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0068 401-07424 35378.000 TON | 40.00000 1415120.00| 40.00000 1415120.00| 45.00000 1592010.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0069 401-07429 15244.000 TON | 49.00000 746956.00| 49.00000 746956.00| 45.00000 685980.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0070 402-07432 1181.000 TON | 70.00000 82670.00| 70.00000 82670.00| 61.00000 72041.00
HMA SURFACE, TYPE A | | |
0071 402-07433 1218.000 TON | 25.00000 30450.00| 25.00000 30450.00| 59.00000 71862.00
HMA SURFACE, TYPE B | | |
0072 402-07435 2221.000 TON | 39.00000 86619.00| 39.00000 86619.00| 55.00000 122155.00
HMA INTERMEDIATE, TYPE A | | |
0073 402-07438 1181.000 TON | 37.00000 43697.00| 37.00000 43697.00| 53.00000 62593.00
HMA INTERMEDIATE, TYPE B | | |
0074 402-07453 4684.000 TON | 40.60000 190170.40| 40.60000 190170.40| 50.00000 234200.00
HMA FOR TEMPORARY PAVEMENT | | |
0075 406-05520 128.000 TON | 1.00000 128.00| 1.00000 128.00| 500.00000 64000.00
ASPHALT FOR TACK COAT | | |
0076 601-01522 8.000 EACH | 1950.00000 15600.00| 2200.00000 17600.00| 2150.00000 17200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0077 601-02205 2.000 EACH | 1265.00000 2530.00| 1800.00000 3600.00| 1400.00000 2800.00
TEMP GUARD RAIL TRANSITION, TGB | | |
0078 601-02206 156.300 LFT | 15.00000 2344.50| 15.00000 2344.50| 12.00000 1875.60
TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -6
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 601-06233 2.000 EACH | 8500.00000 17000.00| 8404.48000 16808.96| 9500.00000 19000.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0080 601-94689 6.000 EACH | 2475.00000 14850.00| 2900.00000 17400.00| 2700.00000 16200.00
GUARDRAIL END TREATMENT, OS | | |
0081 601-94690 2.000 EACH | 4000.00000 8000.00| 3900.00000 7800.00| 4100.00000 8200.00
GUARDRAIL END TREATMENT, MS | | |
0082 601-97080 2.000 EACH | 2050.00000 4100.00| 2700.00000 5400.00| 2300.00000 4600.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0083 601-99105 1100.000 LFT | 17.00000 18700.00| 25.00000 27500.00| 18.00000 19800.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0084 601-99108 450.000 LFT | 24.00000 10800.00| 29.00000 13050.00| 26.00000 11700.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0085 602-06729 42.000 EACH | 12.00000 504.00| 10.00000 420.00| 13.00000 546.00
BARRIER DELINEATOR | | |
0086 603-06040 30054.000 LFT | 4.90000 147264.60| 5.00000 150270.00| 5.35000 160788.90
FENCE, FARM FIELD, 47 IN | | |
0087 606-07484 46617.000 LFT | 0.01000 466.17| 0.01000 466.17| 0.16000 7458.72
MILLED HMA SHOULDER CORRUGATIONS | | |
0088 608-09748 403075.000 LFT | 0.01000 4030.75| 0.45000 181383.75| 0.41000 165260.75
PREFABRICATED VERTICAL DRAIN | | |
0089 609-06257 155.000 SYS | 75.00000 11625.00| 85.45000 13244.75| 75.00000 11625.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0090 609-06259 548.000 SYS | 80.00000 43840.00| 89.28000 48925.44| 85.00000 46580.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0091 610-07486 130.000 TON | 95.00000 12350.00| 80.00000 10400.00| 100.00000 13000.00
HMA FOR APPROACHES, TYPE A | | |
0092 610-07487 261.000 TON | 105.00000 27405.00| 69.00000 18009.00| 95.00000 24795.00
HMA FOR APPROACHES, TYPE B | | |
0093 611-06497 8.000 EACH | 150.00000 1200.00| 140.00000 1120.00| 179.00000 1432.00
MAILBOX ASSEMBLY, SINGLE | | |
0094 615-06490 102.000 EACH | 130.00000 13260.00| 130.00000 13260.00| 133.00000 13566.00
RIGHT OF WAY MARKER | | |
0095 615-06505 21.000 EACH | 475.00000 9975.00| 450.00000 9450.00| 640.00000 13440.00
MONUMENT, B | | |
0096 615-06510 19.000 EACH | 375.00000 7125.00| 350.00000 6650.00| 475.00000 9025.00
MONUMENT, C | | |
0097 615-06515 1.000 EACH | 225.00000 225.00| 200.00000 200.00| 287.00000 287.00
MONUMENT, D | | |
0098 615-06527 2.000 EACH | 600.00000 1200.00| 400.00000 800.00| 615.00000 1230.00
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -7
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0099 616-02320 13311.000 SYS | 2.00000 26622.00| 1.58000 21031.38| 1.17000 15573.87
GEOTEXTILES | | |
0100 616-05688 65.000 TON | 39.00000 2535.00| 39.50000 2567.50| 55.00000 3575.00
RIPRAP, CLASS 1 | | |
0101 616-05689 70.000 TON | 41.00000 2870.00| 39.51000 2765.70| 60.00000 4200.00
RIPRAP, CLASS 2 | | |
0102 616-06405 8822.000 TON | 23.00000 202906.00| 19.39000 171058.58| 26.00000 229372.00
RIPRAP, REVETMENT | | |
0103 616-06451 632.000 TON | 24.00000 15168.00| 20.51000 12962.32| 28.00000 17696.00
RIPRAP, UNIFORM | | |
0104 621-01004 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0105 621-06545 30.000 TON | 750.00000 22500.00| 745.00000 22350.00| 748.02000 22440.60
FERTILIZER | | |
0106 621-06553 12580.000 LBS | 3.60000 45288.00| 3.56000 44784.80| 3.57000 44910.60
SEED MIXTURE, R | | |
0107 621-06557 5550.000 LBS | 2.35000 13042.50| 2.30000 12765.00| 2.31000 12820.50
SEED MIXTURE, T | | |
0108 621-06565 222.000 TON | 190.00000 42180.00| 190.00000 42180.00| 190.00000 42180.00
MULCHING MATERIAL | | |
0109 621-06567 151.000 kGAL | 1.00000 151.00| 0.50000 75.50| 0.50000 75.50
WATER | | |
0110 621-06574 40530.000 SYS | 2.30000 93219.00| 2.26000 91597.80| 2.77000 112268.10
SODDING | | |
0111 621-06575 1396.000 SYS | 2.30000 3210.80| 2.26000 3154.96| 3.37000 4704.52
SODDING, NURSERY | | |
0112 628-09402 18.000 MOS | 1500.00000 27000.00| 2500.00000 45000.00| 2500.00000 45000.00
FIELD OFFICE, B | | |
0113 628-09407 36.000 MOS | 75.00000 2700.00| 300.00000 10800.00| 200.00000 7200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0114 701-06011 3.000 EACH | 1500.00000 4500.00| 5000.00000 15000.00| 1500.00000 4500.00
DYNAMIC PILE LOAD TEST | | |
0115 701-08253 11.000 EACH | 500.00000 5500.00| 500.00000 5500.00| 800.00000 8800.00
PILE SLEEVES | | |
0116 701-09557 285.000 LFT | 60.00000 17100.00| 43.96000 12528.60| 35.00000 9975.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0117 701-09558 145.000 LFT | 60.00000 8700.00| 48.39000 7016.55| 35.00000 5075.00
TEST PILE, INDICATOR, PRODUCTION | | |
0118 701-09559 3.000 EACH | 1000.00000 3000.00| 2750.00000 8250.00| 1500.00000 4500.00
TEST PILE, DYNAMIC, RESTRIKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -8
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 701-09560 4.000 EACH | 1000.00000 4000.00| 2750.00000 11000.00| 1200.00000 4800.00
TEST PILE, INDICATOR, RESTRIKE | | |
0120 701-09683 51.000 EACH | 100.00000 5100.00| 110.00000 5610.00| 125.00000 6375.00
PILE SHOE, HP 12 X 74 | | |
0121 701-95780 2440.000 LFT | 60.00000 146400.00| 46.31000 112996.40| 60.00000 146400.00
PILE, STEEL H, HP 12 IN X 74 | | |
0122 702-51005 565.800 CYS | 425.00000 240465.00| 550.00000 311190.00| 475.00000 268755.00
CONCRETE, A, SUBSTRUCTURE | | |
0123 702-51015 307.800 CYS | 330.00000 101574.00| 400.00000 123120.00| 200.00000 61560.00
CONCRETE, B, FOOTINGS | | |
0124 702-51110 1288.000 LBS | 4.00000 5152.00| 2.52000 3245.76| 3.00000 3864.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0125 703-06028 132536.000 LBS | 0.80000 106028.80| 0.73000 96751.28| 0.78000 103378.08
REINFORCING BARS | | |
0126 703-06029 317466.000 LBS | 0.85000 269846.10| 0.81000 257147.46| 0.89000 282544.74
REINFORCING BARS, EPOXY COATED | | |
0127 704-51002 1144.700 CYS | 460.00000 526562.00| 650.00000 744055.00| 500.00000 572350.00
CONCRETE, C, SUPERSTRUCTURE | | |
0128 706-05732 12.000 EACH | 1100.00000 13200.00| 747.84000 8974.08| 1400.00000 16800.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0129 706-51020 125.100 CYS | 400.00000 50040.00| 304.45000 38086.70| 300.00000 37530.00
CONCRETE, C, RAILING | | |
0130 707-07605 1704.000 LFT | 250.00000 426000.00| 300.00000 511200.00| 220.00000 374880.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54" X 48" | | |
0131 707-09332 880.000 LFT | 300.00000 264000.00| 350.00000 308000.00| 300.00000 264000.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66" X 48" | | |
0132 709-51821 LUMP | 4000.00000 4000.00| 3965.20000 3965.20| 4000.00000 4000.00
SURFACE SEAL , STRUCTURE NO 1 | | |
0133 709-51821 LUMP | 5000.00000 5000.00| 5513.00000 5513.00| 5400.00000 5400.00
SURFACE SEAL , STRUCTURE NO 2 | | |
0134 709-51821 LUMP | 5000.00000 5000.00| 6313.00000 6313.00| 5400.00000 5400.00
SURFACE SEAL , STRUCTURE NO 3 | | |
0135 711-51070 48.000 EACH | 100.00000 4800.00| 49.84000 2392.32| 65.00000 3120.00
ANCHOR PLATE, AP 1 | | |
0136 714-01366 581.000 LFT | 365.00000 212065.00| 500.00000 290500.00| 450.00000 261450.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0137 714-08514 201.000 SFT | 85.00000 17085.00| 60.00000 12060.00| 106.00000 21306.00
WINGWALL | | |
0138 714-09726 28.000 SFT | 85.00000 2380.00| 30.00000 840.00| 106.00000 2968.00
HEADWALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -9
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0139 714-26712 766.000 LFT | 300.00000 229800.00| 400.00000 306400.00| 380.00000 291080.00
STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | |
X 6FT | | |
0140 714-26725 342.000 LFT | 575.00000 196650.00| 650.00000 222300.00| 675.00000 230850.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS, 12 FT. X 6 FT. | | |
0141 715-05019 1337.000 LFT | 35.00000 46795.00| 48.84000 65299.08| 60.00000 80220.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0142 715-05019 288.000 LFT | 53.00000 15264.00| 50.40000 14515.20| 81.00000 23328.00
PIPE, TYPE 1, CIRCULAR, 36 IN , | | |
CORRUGATED | | |
0143 715-05048 63129.000 LFT | 1.75000 110475.75| 2.44000 154034.76| 2.40000 151509.60
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0144 715-05052 1000.000 LFT | 8.00000 8000.00| 13.22000 13220.00| 13.00000 13000.00
PIPE, TYPE 4, CIRCULAR, 12 IN | | |
0145 715-05053 6424.000 LFT | 10.50000 67452.00| 10.00000 64240.00| 10.00000 64240.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0146 715-05118 1000.000 LFT | 10.00000 10000.00| 13.22000 13220.00| 16.00000 16000.00
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0147 715-05121 750.000 LFT | 24.00000 18000.00| 26.20000 19650.00| 34.00000 25500.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0148 715-05123 1000.000 LFT | 15.00000 15000.00| 27.07000 27070.00| 27.00000 27000.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0149 715-05128 329.000 LFT | 70.00000 23030.00| 68.94000 22681.26| 107.00000 35203.00
PIPE, TYPE 1, CIRCULAR, 48 IN | | |
0150 715-05151 1049.000 LFT | 18.00000 18882.00| 21.15000 22186.35| 32.00000 33568.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0151 715-05168 82.000 LFT | 12.00000 984.00| 13.24000 1085.68| 45.00000 3690.00
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0152 715-05212 1000.000 LFT | 15.00000 15000.00| 31.22000 31220.00| 27.00000 27000.00
PIPE, TYPE 4, CIRCULAR, 24 IN. | | |
0153 715-05244 312.000 LFT | 65.00000 20280.00| 127.15000 39670.80| 120.00000 37440.00
PIPE, TYPE 1, DEFORMED, MIN AREA 11.6 S | | |
0154 715-05407 420.000 LFT | 12.00000 5040.00| 10.47000 4397.40| 16.00000 6720.00
PIPE, END BENT DRAIN, 6 IN | | |
0155 715-05443 100.000 LFT | 12.50000 1250.00| 46.32000 4632.00| 14.00000 1400.00
PIPE, DRAIN TILE TERMINAL SECTION, 12 I | | |
0156 715-06004 2.000 EACH | 1300.00000 2600.00| 1273.46000 2546.92| 1200.00000 2400.00
CONCRETE ANCHOR, 48 IN | | |
0157 715-07107 2.000 EACH | 1200.00000 2400.00| 996.10000 1992.20| 1600.00000 3200.00
PIPE END SECTION, MIN AREA 11.6 SF | | |
0158 715-09064 3628.000 LFT | 0.75000 2721.00| 1.10000 3990.80| 0.75000 2721.00
VIDEO INSPECTION FOR PIPE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -10
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0159 715-09277 94.000 LFT | 92.00000 8648.00| 104.70000 9841.80| 135.00000 12690.00
PIPE EXTENSION, DEFORMED, MINIMUM AREA | | |
15.9SF | | |
0160 715-09446 1000.000 LFT | 20.00000 20000.00| 47.94000 47940.00| 40.00000 40000.00
PIPE, TYPE 4, CIRCULAR, 36 IN. | | |
0161 715-46000 2.000 EACH | 340.00000 680.00| 228.37000 456.74| 565.00000 1130.00
PIPE END SECTION, 12 IN | | |
0162 715-46005 9.000 EACH | 365.00000 3285.00| 242.37000 2181.33| 585.00000 5265.00
PIPE END SECTION, 15 IN | | |
0163 715-46010 10.000 EACH | 400.00000 4000.00| 276.37000 2763.70| 640.00000 6400.00
PIPE END SECTION, 18 IN | | |
0164 715-46040 6.000 EACH | 1000.00000 6000.00| 621.84000 3731.04| 1300.00000 7800.00
PIPE END SECTION, 36 IN | | |
0165 715-91361 16.000 LFT | 25.00000 400.00| 24.65000 394.40| 100.00000 1600.00
PIPE, PVC, 6 IN | | |
0166 718-06529 122.000 EACH | 410.00000 50020.00| 485.00000 59170.00| 425.00000 51850.00
OUTLET PROTECTOR, 2 | | |
0167 718-06531 14.000 EACH | 380.00000 5320.00| 420.00000 5880.00| 420.00000 5880.00
OUTLET PROTECTOR, 3 | | |
0168 718-06532 6500.000 LFT | 0.65000 4225.00| 0.50000 3250.00| 0.50000 3250.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0169 718-52610 6480.000 CYS | 28.00000 181440.00| 26.85000 173988.00| 26.85000 173988.00
AGGREGATE FOR UNDERDRAINS | | |
0170 718-99153 46940.000 SYS | 0.90000 42246.00| 0.75000 35205.00| 0.75000 35205.00
GEOTEXTILES FOR UNDERDRAIN | | |
0171 719-09447 100.000 LFT | 24.00000 2400.00| 45.55000 4555.00| 24.00000 2400.00
PIPE, DRAIN TILE TERMINAL SECTION, 24 | | |
IN. | | |
0172 720-44000 1.000 EACH | 400.00000 400.00| 405.23000 405.23| 860.00000 860.00
CASTING, ADJUST TO GRADE | | |
0173 720-45070 9.000 EACH | 1500.00000 13500.00| 2553.18000 22978.62| 1800.00000 16200.00
INLET, P12A | | |
0174 720-45410 10.000 EACH | 750.00000 7500.00| 2646.87000 26468.70| 1900.00000 19000.00
MANHOLE, C4 | | |
0175 731-93945 4479.000 SFT | 20.00000 89580.00| 15.00000 67185.00| 19.00000 85101.00
FACE PANELS, CONCRETE | | |
0176 731-93946 4479.000 SFT | 8.00000 35832.00| 6.00000 26874.00| 11.75000 52628.25
WALL ERECTION | | |
0177 731-93947 285.000 LFT | 20.00000 5700.00| 14.42000 4109.70| 35.00000 9975.00
LEVELING PAD, CONCRETE | | |
0178 801-03290 2.000 EACH | 200.00000 400.00| 225.00000 450.00| 225.00000 450.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -11
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 801-04308 25.000 EACH | 200.00000 5000.00| 345.00000 8625.00| 345.00000 8625.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0180 801-06203 37985.000 LFT | 0.15000 5697.75| 0.16000 6077.60| 0.16000 6077.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0181 801-06586 3420.000 LFT | 0.40000 1368.00| 0.31000 1060.20| 0.31000 1060.20
TEMPORARY PAVEMENT MARKING, 8 IN | | |
0182 801-06625 40.000 EACH | 130.00000 5200.00| 69.00000 2760.00| 69.00000 2760.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0183 801-06640 65.000 EACH | 200.00000 13000.00| 185.00000 12025.00| 185.00000 12025.00
CONSTRUCTION SIGN, A | | |
0184 801-06710 180.000 DAY | 15.00000 2700.00| 7.45000 1341.00| 7.45000 1341.00
FLASHING ARROW SIGN | | |
0185 801-06775 LUMP | 75000.00000 75000.00| 400000.00000 400000.00| 48470.00000 48470.00
MAINTAINING TRAFFIC | | |
0186 801-07118 504.000 LFT | 15.00000 7560.00| 11.95000 6022.80| 12.00000 6048.00
BARRICADE, III-A | | |
0187 801-07119 216.000 LFT | 15.00000 3240.00| 14.65000 3164.40| 14.94000 3227.04
BARRICADE, III-B | | |
0188 801-52817 2.000 EACH | 15000.00000 30000.00| 20070.00000 40140.00| 10000.00000 20000.00
TEMPORARY CROSSOVER, B | | |
0189 801-52818 1.000 EACH | 14000.00000 14000.00| 16639.97000 16639.97| 10000.00000 10000.00
TEMPORARY CROSSOVER, A , MODIFIED | | |
0190 802-05701 616.800 LFT | 10.00000 6168.00| 12.23000 7543.46| 12.25000 7555.80
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0191 802-09838 171.800 SFT | 9.00000 1546.20| 12.24000 2102.83| 12.25000 2104.55
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0192 802-09840 299.900 SFT | 11.00000 3298.90| 13.54000 4060.65| 13.50000 4048.65
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0193 802-09842 19.000 SFT | 10.00000 190.00| 14.44000 274.36| 14.40000 273.60
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0194 808-06694 4266.000 LFT | 0.45000 1919.70| 0.31000 1322.46| 0.31000 1322.46
LINE, PAINT, SOLID, YELLOW, 8 IN | | |
0195 808-06701 5353.000 LFT | 0.41000 2194.73| 0.39000 2087.67| 0.39000 2087.67
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0196 808-06703 28602.000 LFT | 0.41000 11726.82| 0.39000 11154.78| 0.39000 11154.78
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0197 808-06713 2625.000 LFT | 0.13000 341.25| 0.16000 420.00| 0.16000 420.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -12
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0198 808-06714 7010.000 LFT | 0.13000 911.30| 0.16000 1121.60| 0.16000 1121.60
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0199 808-06716 42777.000 LFT | 0.35000 14971.95| 0.31000 13260.87| 0.31000 13260.87
LINE, REMOVE | | |
0200 808-06726 23.000 LFT | 11.00000 253.00| 5.00000 115.00| 5.00000 115.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
0201 808-10031 68.000 LFT | 2.00000 136.00| 1.19000 80.92| 1.19000 80.92
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0202 808-10033 802.000 LFT | 2.00000 1604.00| 1.19000 954.38| 1.19000 954.38
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0203 808-10034 530.000 LFT | 2.00000 1060.00| 1.19000 630.70| 1.19000 630.70
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0204 808-75008 4059.000 LFT | 0.40000 1623.60| 0.31000 1258.29| 0.31000 1258.29
LINE, PAINT, SOLID, WHITE, 8 IN | | |
0205 808-75297 152.000 LFT | 8.00000 1216.00| 4.38000 665.76| 4.40000 668.80
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0206 808-75320 8.000 EACH | 100.00000 800.00| 96.00000 768.00| 96.00000 768.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0207 808-75998 325.000 EACH | 19.00000 6175.00| 21.17000 6880.25| 21.20000 6890.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0208 202-03135 400.000 SFT | 0.10000 40.00| 4.00000 1600.00| 9.00000 3600.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 74 | | |
0209 202-03135 6750.000 SFT | 0.10000 675.00| 2.50000 16875.00| 8.00000 54000.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 17 | | |
0210 205-02770 10000.000 SYS | 1.00000 10000.00| 1.00000 10000.00| 1.00000 10000.00
EROSION CONTROL BLANKET | | |
0211 205-06935 4.000 EACH | 1200.00000 4800.00| 19997.12000 79988.48| 2500.00000 10000.00
TEMPORARY SEDIMENT BASIN | | |
0212 802-05702 253.600 LFT | 10.00000 2536.00| 13.00000 3296.80| 13.00000 3296.80
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0213 808-06368 60.000 LFT | 6.00000 360.00| 4.00000 240.00| 4.00000 240.00
TRANSVERSE MARKING, REMOVE | | |
0214 808-75245 31881.000 LFT | 0.40000 12752.40| 0.39000 12433.59| 0.40000 12752.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0215 202-02240 36500.000 SYS | 3.25000 118625.00| 2.63000 95995.00| 7.00000 255500.00
PAVEMENT REMOVAL , SEGMENT 3C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -13
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625
|CRIDER & CRIDER INC |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0216 808-09381 LUMP | 1200.00000 1200.00| 1948.00000 1948.00| 1950.00000 1950.00
RETRO-REFLECTIVITY TESTING | | |
0217 701-92043 25.000 LFT | 800.00000 20000.00| 1062.68000 26567.00| 163.15000 4078.75
CORED HOLE IN ROCK, 18 IN | | |
SECTION TOTALS | $ 15,980,158.02| $ 18,664,690.53| $ 19,062,678.45
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 15,980,158.02| $ 18,664,690.53| $ 19,062,678.45
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -14
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 250000.00000 250000.00| 185000.00000 185000.00| 150000.00000 150000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06845 LUMP | 16000.00000 16000.00| 50000.00000 50000.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING , GPS ROVER | | |
0003 105-08520 3.000 EACH | 265.50000 796.50| 100.00000 300.00| 300.00000 900.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 54.000 MOS | 106.50000 5751.00| 100.00000 5400.00| 50.00000 2700.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0014 110-01001 LUMP | 915000.00000 915000.00| 985561.93000 985561.93| 1001360.30000 1001360.30
MOBILIZATION AND DEMOBILIZATION | | |
0015 113-01614 LUMP | 13810.00000 13810.00| 16000.00000 16000.00| 20000.00000 20000.00
PARTNERING OVERHEAD | | |
0016 201-52370 LUMP | 195597.36500 195597.37| 197112.38000 197112.38| 350000.00000 350000.00
CLEARING RIGHT OF WAY | | |
0017 202-01000 LUMP | 8300.00000 8300.00| 10000.00000 10000.00| 5000.00000 5000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 13 | | |
0018 202-01000 LUMP | 1370.00000 1370.00| 10000.00000 10000.00| 5000.00000 5000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 18 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -15
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-02240 25672.000 SYS | 2.65000 68030.80| 7.00000 179704.00| 2.20000 56478.40
PAVEMENT REMOVAL | | |
0020 202-03000 LUMP | 10000.00000 10000.00| 25000.00000 25000.00| 50000.00000 50000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 08 | | |
0021 202-03000 LUMP | 10000.00000 10000.00| 27000.00000 27000.00| 50000.00000 50000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 09 | | |
0022 202-03000 LUMP | 10000.00000 10000.00| 25000.00000 25000.00| 20000.00000 20000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 17 | | |
0023 202-03000 LUMP | 10000.00000 10000.00| 25000.00000 25000.00| 20000.00000 20000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 74 | | |
0024 202-51330 LUMP | 150000.00000 150000.00| 95000.00000 95000.00| 200000.00000 200000.00
PRESENT STRUCTURE, REMOVE | | |
0025 203-02000 62659.000 CYS | 4.27000 267553.93| 2.95000 184844.05| 4.65000 291364.35
EXCAVATION, COMMON | | |
0026 203-02055 744530.000 CYS | 5.09000 3789657.70| 4.26000 3171697.80| 4.80000 3573744.00
EMBANKMENT | | |
0027 203-51223 312.000 CYS | 13.50000 4212.00| 20.00000 6240.00| 25.75000 8034.00
EXCAVATION, WATERWAY | | |
0028 204-08552 2.000 EACH | 8360.00000 16720.00| 10000.00000 20000.00| 10000.00000 20000.00
VIBRATING WIRE SETTLEMENT SYSTEM | | |
0029 204-08553 2.000 EACH | 6350.00000 12700.00| 3000.00000 6000.00| 3000.00000 6000.00
DATA LOGGING SYSTEM | | |
0030 204-08554 2.000 EACH | 1260.00000 2520.00| 2000.00000 4000.00| 2000.00000 4000.00
HAND HELD VW READOUT | | |
0031 205-03371 500.000 CYS | 12.75000 6375.00| 15.00000 7500.00| 30.00000 15000.00
SEDIMENT, REMOVE | | |
0032 205-06930 54.000 TON | 109.50000 5913.00| 28.00000 1512.00| 52.00000 2808.00
SPLASHPAD, RIPRAP | | |
0033 205-06931 1445.000 TON | 37.75000 54548.75| 28.00000 40460.00| 59.00000 85255.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06933 9.000 EACH | 94.50000 850.50| 90.00000 810.00| 90.00000 810.00
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06936 1912.000 TON | 34.00000 65008.00| 26.00000 49712.00| 53.00000 101336.00
TEMPORARY SEDIMENT TRAP | | |
0036 205-06937 9526.000 LFT | 1.10000 10478.60| 1.04000 9907.04| 1.55000 14765.30
TEMPORARY SILT FENCE | | |
0037 205-06938 1153.000 LFT | 18.75000 21618.75| 11.00000 12683.00| 17.60000 20292.80
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -16
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 205-08517 1361.000 TON | 28.25000 38448.25| 26.00000 35386.00| 52.90000 71996.90
ROCK FILTER BERM | | |
0039 205-09543 13682.000 TON | 12.75000 174445.50| 16.00000 218912.00| 13.75000 188127.50
NO 2 STONE | | |
0040 206-51215 152.000 CYS | 74.00000 11248.00| 35.00000 5320.00| 25.00000 3800.00
EXCAVATION, X | | |
0041 206-51220 440.000 CYS | 21.25000 9350.00| 95.00000 41800.00| 95.00000 41800.00
EXCAVATION, WET | | |
0042 206-51225 497.000 CYS | 21.25000 10561.25| 10.00000 4970.00| 10.00000 4970.00
EXCAVATION, DRY | | |
0043 207-08262 149164.000 SYS | 0.80000 119331.20| 3.30000 492241.20| 3.37000 502682.68
SUBGRADE TREATMENT, TYPE I | | |
0044 207-08264 17953.000 SYS | 0.75000 13464.75| 3.00000 53859.00| 3.00000 53859.00
SUBGRADE TREATMENT, TYPE II | | |
0045 207-08266 6254.000 SYS | 1.25000 7817.50| 0.60000 3752.40| 4.50000 28143.00
SUBGRADE TREATMENT, TYPE III | | |
0046 207-08267 11818.000 SYS | 5.00000 59090.00| 5.20000 61453.60| 6.00000 70908.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0047 211-02050 77383.000 CYS | 10.00000 773830.00| 8.39000 649243.37| 14.70000 1137530.10
B BORROW | | |
0048 211-06467 124.000 CYS | 79.25000 9827.00| 33.00000 4092.00| 33.00000 4092.00
AGGREGATE FOR END BENT BACKFILL | | |
0049 211-09264 2436.000 CYS | 21.75000 52983.00| 20.00000 48720.00| 29.00000 70644.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0050 211-09265 3137.000 CYS | 21.75000 68229.75| 25.00000 78425.00| 23.00000 72151.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0051 211-09266 1846.000 CYS | 37.00000 68302.00| 25.00000 46150.00| 25.00000 46150.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0052 215-07043 100000.000 SYS | 2.75000 275000.00| 2.80000 280000.00| 3.15000 315000.00
CHEMICAL MODIFICATION, SOILS | | |
0053 215-09385 5000.000 TON | 95.00000 475000.00| 105.00000 525000.00| 108.20000 541000.00
CHEMICAL MODIFIER, SOILS, MODIFYING WET | | |
FILL SOIL, | | |
0054 301-07448 16251.000 TON | 13.00000 211263.00| 14.60000 237264.60| 13.60000 221013.60
COMPACTED AGGREGATE, NO. 53, BASE | | |
0055 302-07455 113.000 CYS | 31.00000 3503.00| 33.00000 3729.00| 33.00000 3729.00
DENSE GRADED SUBBASE | | |
0056 303-01180 28192.000 TON | 17.00000 479264.00| 14.01000 394969.92| 13.40000 377772.80
COMPACTED AGGREGATE, NO. 53 | | |
0057 303-07449 104.000 TON | 20.75000 2158.00| 29.27000 3044.08| 22.00000 2288.00
COMPACTED AGGREGATE, NO. 73 | | |
0058 303-08210 300.000 TON | 26.00000 7800.00| 74.83000 22449.00| 25.85000 7755.00
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -17
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 304-07492 87.000 TON | 84.75000 7373.25| 77.47000 6739.89| 44.00000 3828.00
WIDENING WITH HMA, TYPE A | | |
0060 304-07493 102.000 TON | 127.00000 12954.00| 83.15000 8481.30| 45.00000 4590.00
WIDENING WITH HMA, TYPE B | | |
0061 306-08034 2647.000 SYS | 1.05000 2779.35| 4.55000 12043.85| 3.40000 8999.80
MILLING, ASPHALT, 1 1/2 IN | | |
0062 401-06264 LUMP | 5820.00000 5820.00| 7150.36000 7150.36| 20000.00000 20000.00
PROFILOGRAPH, HMA | | |
0063 401-07320 2205.000 TON | 55.00000 121275.00| 62.91000 138716.55| 52.35000 115431.75
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0064 401-07328 8824.000 TON | 61.25000 540470.00| 63.98000 564559.52| 58.65000 517527.60
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0065 401-07398 14856.000 TON | 49.25000 731658.00| 53.35000 792567.60| 41.00000 609096.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0066 401-07406 5874.000 TON | 45.50000 267267.00| 51.48000 302393.52| 40.00000 234960.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0067 401-07407 2978.000 TON | 51.50000 153367.00| 51.99000 154826.22| 20.00000 59560.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0068 401-07424 35378.000 TON | 45.50000 1609699.00| 51.78000 1831872.84| 40.00000 1415120.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0069 401-07429 15244.000 TON | 47.00000 716468.00| 51.94000 791773.36| 49.00000 746956.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0070 402-07432 1181.000 TON | 69.75000 82374.75| 81.17000 95861.77| 70.00000 82670.00
HMA SURFACE, TYPE A | | |
0071 402-07433 1218.000 TON | 66.75000 81301.50| 76.74000 93469.32| 25.00000 30450.00
HMA SURFACE, TYPE B | | |
0072 402-07435 2221.000 TON | 52.25000 116047.25| 61.80000 137257.80| 39.00000 86619.00
HMA INTERMEDIATE, TYPE A | | |
0073 402-07438 1181.000 TON | 53.50000 63183.50| 61.65000 72808.65| 37.00000 43697.00
HMA INTERMEDIATE, TYPE B | | |
0074 402-07453 4684.000 TON | 55.00000 257620.00| 55.53000 260102.52| 40.60000 190170.40
HMA FOR TEMPORARY PAVEMENT | | |
0075 406-05520 128.000 TON | 317.50000 40640.00| 539.71000 69082.88| 1.00000 128.00
ASPHALT FOR TACK COAT | | |
0076 601-01522 8.000 EACH | 2210.00000 17680.00| 2100.00000 16800.00| 2100.00000 16800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0077 601-02205 2.000 EACH | 1470.00000 2940.00| 1400.00000 2800.00| 1400.00000 2800.00
TEMP GUARD RAIL TRANSITION, TGB | | |
0078 601-02206 156.300 LFT | 12.50000 1953.75| 12.00000 1875.60| 12.00000 1875.60
TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | |
SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -18
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 601-06233 2.000 EACH | 8930.00000 17860.00| 8500.00000 17000.00| 8500.00000 17000.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0080 601-94689 6.000 EACH | 2840.00000 17040.00| 2700.00000 16200.00| 2700.00000 16200.00
GUARDRAIL END TREATMENT, OS | | |
0081 601-94690 2.000 EACH | 4310.00000 8620.00| 4100.00000 8200.00| 4100.00000 8200.00
GUARDRAIL END TREATMENT, MS | | |
0082 601-97080 2.000 EACH | 2420.00000 4840.00| 2300.00000 4600.00| 2300.00000 4600.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
0083 601-99105 1100.000 LFT | 19.00000 20900.00| 18.00000 19800.00| 18.00000 19800.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0084 601-99108 450.000 LFT | 27.25000 12262.50| 26.00000 11700.00| 26.00000 11700.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0085 602-06729 42.000 EACH | 13.75000 577.50| 10.00000 420.00| 10.00000 420.00
BARRIER DELINEATOR | | |
0086 603-06040 30054.000 LFT | 5.60000 168302.40| 5.35000 160788.90| 5.35000 160788.90
FENCE, FARM FIELD, 47 IN | | |
0087 606-07484 46617.000 LFT | 0.15000 6992.55| 0.42000 19579.14| 0.01000 466.17
MILLED HMA SHOULDER CORRUGATIONS | | |
0088 608-09748 403075.000 LFT | 0.50000 201537.50| 0.41000 165260.75| 0.46000 185414.50
PREFABRICATED VERTICAL DRAIN | | |
0089 609-06257 155.000 SYS | 100.50000 15577.50| 55.00000 8525.00| 55.00000 8525.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0090 609-06259 548.000 SYS | 100.50000 55074.00| 65.00000 35620.00| 65.00000 35620.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0091 610-07486 130.000 TON | 97.25000 12642.50| 133.17000 17312.10| 80.00000 10400.00
HMA FOR APPROACHES, TYPE A | | |
0092 610-07487 261.000 TON | 111.00000 28971.00| 133.00000 34713.00| 69.00000 18009.00
HMA FOR APPROACHES, TYPE B | | |
0093 611-06497 8.000 EACH | 147.00000 1176.00| 175.00000 1400.00| 175.00000 1400.00
MAILBOX ASSEMBLY, SINGLE | | |
0094 615-06490 102.000 EACH | 136.50000 13923.00| 130.00000 13260.00| 130.00000 13260.00
RIGHT OF WAY MARKER | | |
0095 615-06505 21.000 EACH | 472.50000 9922.50| 625.00000 13125.00| 625.00000 13125.00
MONUMENT, B | | |
0096 615-06510 19.000 EACH | 367.50000 6982.50| 465.00000 8835.00| 465.00000 8835.00
MONUMENT, C | | |
0097 615-06515 1.000 EACH | 210.00000 210.00| 280.00000 280.00| 280.00000 280.00
MONUMENT, D | | |
0098 615-06527 2.000 EACH | 420.00000 840.00| 600.00000 1200.00| 600.00000 1200.00
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -19
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0099 616-02320 13311.000 SYS | 1.55000 20632.05| 1.50000 19966.50| 1.90000 25290.90
GEOTEXTILES | | |
0100 616-05688 65.000 TON | 45.25000 2941.25| 54.00000 3510.00| 63.00000 4095.00
RIPRAP, CLASS 1 | | |
0101 616-05689 70.000 TON | 45.25000 3167.50| 59.00000 4130.00| 63.00000 4410.00
RIPRAP, CLASS 2 | | |
0102 616-06405 8822.000 TON | 25.00000 220550.00| 23.17000 204405.74| 26.00000 229372.00
RIPRAP, REVETMENT | | |
0103 616-06451 632.000 TON | 32.00000 20224.00| 28.00000 17696.00| 29.00000 18328.00
RIPRAP, UNIFORM | | |
0104 621-01004 6.000 EACH | 157.50000 945.00| 150.00000 900.00| 150.00000 900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0105 621-06545 30.000 TON | 782.00000 23460.00| 745.00000 22350.00| 745.00000 22350.00
FERTILIZER | | |
0106 621-06553 12580.000 LBS | 3.75000 47175.00| 3.56000 44784.80| 3.56000 44784.80
SEED MIXTURE, R | | |
0107 621-06557 5550.000 LBS | 2.40000 13320.00| 2.30000 12765.00| 2.30000 12765.00
SEED MIXTURE, T | | |
0108 621-06565 222.000 TON | 199.50000 44289.00| 190.00000 42180.00| 190.00000 42180.00
MULCHING MATERIAL | | |
0109 621-06567 151.000 kGAL | 0.55000 83.05| 0.50000 75.50| 0.50000 75.50
WATER | | |
0110 621-06574 40530.000 SYS | 2.35000 95245.50| 2.76000 111862.80| 2.26000 91597.80
SODDING | | |
0111 621-06575 1396.000 SYS | 2.35000 3280.60| 3.36000 4690.56| 2.60000 3629.60
SODDING, NURSERY | | |
0112 628-09402 18.000 MOS | 1200.00000 21600.00| 2000.00000 36000.00| 2000.00000 36000.00
FIELD OFFICE, B | | |
0113 628-09407 36.000 MOS | 192.50000 6930.00| 225.00000 8100.00| 400.00000 14400.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0114 701-06011 3.000 EACH | 2120.00000 6360.00| 1200.00000 3600.00| 1200.00000 3600.00
DYNAMIC PILE LOAD TEST | | |
0115 701-08253 11.000 EACH | 793.00000 8723.00| 480.00000 5280.00| 480.00000 5280.00
PILE SLEEVES | | |
0116 701-09557 285.000 LFT | 68.75000 19593.75| 55.00000 15675.00| 55.00000 15675.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0117 701-09558 145.000 LFT | 68.75000 9968.75| 55.00000 7975.00| 55.00000 7975.00
TEST PILE, INDICATOR, PRODUCTION | | |
0118 701-09559 3.000 EACH | 1800.00000 5400.00| 1200.00000 3600.00| 1200.00000 3600.00
TEST PILE, DYNAMIC, RESTRIKE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -20
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 701-09560 4.000 EACH | 1800.00000 7200.00| 1200.00000 4800.00| 1200.00000 4800.00
TEST PILE, INDICATOR, RESTRIKE | | |
0120 701-09683 51.000 EACH | 132.00000 6732.00| 110.00000 5610.00| 110.00000 5610.00
PILE SHOE, HP 12 X 74 | | |
0121 701-95780 2440.000 LFT | 68.75000 167750.00| 47.00000 114680.00| 47.00000 114680.00
PILE, STEEL H, HP 12 IN X 74 | | |
0122 702-51005 565.800 CYS | 503.00000 284597.40| 385.00000 217833.00| 385.00000 217833.00
CONCRETE, A, SUBSTRUCTURE | | |
0123 702-51015 307.800 CYS | 370.50000 114039.90| 300.00000 92340.00| 300.00000 92340.00
CONCRETE, B, FOOTINGS | | |
0124 702-51110 1288.000 LBS | 3.70000 4765.60| 5.00000 6440.00| 5.00000 6440.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0125 703-06028 132536.000 LBS | 1.00000 132536.00| 0.70000 92775.20| 0.70000 92775.20
REINFORCING BARS | | |
0126 703-06029 317466.000 LBS | 1.05000 333339.30| 0.75000 238099.50| 0.75000 238099.50
REINFORCING BARS, EPOXY COATED | | |
0127 704-51002 1144.700 CYS | 476.00000 544877.20| 425.00000 486497.50| 425.00000 486497.50
CONCRETE, C, SUPERSTRUCTURE | | |
0128 706-05732 12.000 EACH | 1270.00000 15240.00| 1150.00000 13800.00| 1150.00000 13800.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0129 706-51020 125.100 CYS | 428.50000 53605.35| 425.00000 53167.50| 425.00000 53167.50
CONCRETE, C, RAILING | | |
0130 707-07605 1704.000 LFT | 264.50000 450708.00| 295.00000 502680.00| 245.00000 417480.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54" X 48" | | |
0131 707-09332 880.000 LFT | 317.50000 279400.00| 335.00000 294800.00| 302.00000 265760.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66" X 48" | | |
0132 709-51821 LUMP | 5320.00000 5320.00| 6620.00000 6620.00| 5065.00000 5065.00
SURFACE SEAL , STRUCTURE NO 1 | | |
0133 709-51821 LUMP | 6730.00000 6730.00| 8280.00000 8280.00| 6413.00000 6413.00
SURFACE SEAL , STRUCTURE NO 2 | | |
0134 709-51821 LUMP | 6730.00000 6730.00| 8280.00000 8280.00| 6413.00000 6413.00
SURFACE SEAL , STRUCTURE NO 3 | | |
0135 711-51070 48.000 EACH | 132.00000 6336.00| 65.00000 3120.00| 65.00000 3120.00
ANCHOR PLATE, AP 1 | | |
0136 714-01366 581.000 LFT | 377.50000 219327.50| 446.00000 259126.00| 512.00000 297472.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0137 714-08514 201.000 SFT | 79.00000 15879.00| 105.00000 21105.00| 83.00000 16683.00
WINGWALL | | |
0138 714-09726 28.000 SFT | 62.00000 1736.00| 105.00000 2940.00| 10.00000 280.00
HEADWALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -21
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0139 714-26712 766.000 LFT | 291.50000 223289.00| 379.00000 290314.00| 440.00000 337040.00
STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | |
X 6FT | | |
0140 714-26725 342.000 LFT | 578.00000 197676.00| 673.00000 230166.00| 631.00000 215802.00
STRUCTURE, PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS, 12 FT. X 6 FT. | | |
0141 715-05019 1337.000 LFT | 61.00000 81557.00| 60.00000 80220.00| 63.00000 84231.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
0142 715-05019 288.000 LFT | 68.50000 19728.00| 81.00000 23328.00| 67.00000 19296.00
PIPE, TYPE 1, CIRCULAR, 36 IN , | | |
CORRUGATED | | |
0143 715-05048 63129.000 LFT | 2.50000 157822.50| 3.45000 217795.05| 2.40000 151509.60
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0144 715-05052 1000.000 LFT | 30.50000 30500.00| 13.00000 13000.00| 16.00000 16000.00
PIPE, TYPE 4, CIRCULAR, 12 IN | | |
0145 715-05053 6424.000 LFT | 10.50000 67452.00| 6.50000 41756.00| 10.00000 64240.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0146 715-05118 1000.000 LFT | 33.25000 33250.00| 16.00000 16000.00| 26.00000 26000.00
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0147 715-05121 750.000 LFT | 35.50000 26625.00| 34.00000 25500.00| 34.00000 25500.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0148 715-05123 1000.000 LFT | 45.50000 45500.00| 27.00000 27000.00| 41.00000 41000.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0149 715-05128 329.000 LFT | 83.75000 27553.75| 107.00000 35203.00| 96.50000 31748.50
PIPE, TYPE 1, CIRCULAR, 48 IN | | |
0150 715-05151 1049.000 LFT | 35.00000 36715.00| 32.00000 33568.00| 38.80000 40701.20
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0151 715-05168 82.000 LFT | 33.00000 2706.00| 45.00000 3690.00| 21.85000 1791.70
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0152 715-05212 1000.000 LFT | 48.50000 48500.00| 27.00000 27000.00| 29.80000 29800.00
PIPE, TYPE 4, CIRCULAR, 24 IN. | | |
0153 715-05244 312.000 LFT | 145.00000 45240.00| 120.00000 37440.00| 111.00000 34632.00
PIPE, TYPE 1, DEFORMED, MIN AREA 11.6 S | | |
0154 715-05407 420.000 LFT | 15.75000 6615.00| 12.00000 5040.00| 12.00000 5040.00
PIPE, END BENT DRAIN, 6 IN | | |
0155 715-05443 100.000 LFT | 58.00000 5800.00| 14.00000 1400.00| 25.00000 2500.00
PIPE, DRAIN TILE TERMINAL SECTION, 12 I | | |
0156 715-06004 2.000 EACH | 1860.00000 3720.00| 1200.00000 2400.00| 2470.00000 4940.00
CONCRETE ANCHOR, 48 IN | | |
0157 715-07107 2.000 EACH | 2590.00000 5180.00| 1600.00000 3200.00| 1572.00000 3144.00
PIPE END SECTION, MIN AREA 11.6 SF | | |
0158 715-09064 3628.000 LFT | 1.95000 7074.60| 2.10000 7618.80| 0.75000 2721.00
VIDEO INSPECTION FOR PIPE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -22
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0159 715-09277 94.000 LFT | 134.50000 12643.00| 135.00000 12690.00| 121.00000 11374.00
PIPE EXTENSION, DEFORMED, MINIMUM AREA | | |
15.9SF | | |
0160 715-09446 1000.000 LFT | 68.50000 68500.00| 40.00000 40000.00| 39.00000 39000.00
PIPE, TYPE 4, CIRCULAR, 36 IN. | | |
0161 715-46000 2.000 EACH | 453.00000 906.00| 565.00000 1130.00| 282.00000 564.00
PIPE END SECTION, 12 IN | | |
0162 715-46005 9.000 EACH | 479.50000 4315.50| 585.00000 5265.00| 327.00000 2943.00
PIPE END SECTION, 15 IN | | |
0163 715-46010 10.000 EACH | 517.00000 5170.00| 640.00000 6400.00| 405.00000 4050.00
PIPE END SECTION, 18 IN | | |
0164 715-46040 6.000 EACH | 1220.00000 7320.00| 1300.00000 7800.00| 1308.00000 7848.00
PIPE END SECTION, 36 IN | | |
0165 715-91361 16.000 LFT | 132.00000 2112.00| 108.00000 1728.00| 75.00000 1200.00
PIPE, PVC, 6 IN | | |
0166 718-06529 122.000 EACH | 509.00000 62098.00| 430.00000 52460.00| 485.00000 59170.00
OUTLET PROTECTOR, 2 | | |
0167 718-06531 14.000 EACH | 441.00000 6174.00| 430.00000 6020.00| 420.00000 5880.00
OUTLET PROTECTOR, 3 | | |
0168 718-06532 6500.000 LFT | 0.55000 3575.00| 1.00000 6500.00| 0.65000 4225.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0169 718-52610 6480.000 CYS | 28.25000 183060.00| 28.00000 181440.00| 26.85000 173988.00
AGGREGATE FOR UNDERDRAINS | | |
0170 718-99153 46940.000 SYS | 0.80000 37552.00| 0.95000 44593.00| 0.75000 35205.00
GEOTEXTILES FOR UNDERDRAIN | | |
0171 719-09447 100.000 LFT | 73.75000 7375.00| 43.18000 4318.00| 33.00000 3300.00
PIPE, DRAIN TILE TERMINAL SECTION, 24 | | |
IN. | | |
0172 720-44000 1.000 EACH | 416.50000 416.50| 860.00000 860.00| 450.00000 450.00
CASTING, ADJUST TO GRADE | | |
0173 720-45070 9.000 EACH | 2540.00000 22860.00| 1800.00000 16200.00| 1975.00000 17775.00
INLET, P12A | | |
0174 720-45410 10.000 EACH | 2000.00000 20000.00| 1900.00000 19000.00| 2000.00000 20000.00
MANHOLE, C4 | | |
0175 731-93945 4479.000 SFT | 15.75000 70544.25| 19.90000 89132.10| 19.90000 89132.10
FACE PANELS, CONCRETE | | |
0176 731-93946 4479.000 SFT | 6.40000 28665.60| 7.50000 33592.50| 7.50000 33592.50
WALL ERECTION | | |
0177 731-93947 285.000 LFT | 26.50000 7552.50| 25.00000 7125.00| 25.00000 7125.00
LEVELING PAD, CONCRETE | | |
0178 801-03290 2.000 EACH | 209.00000 418.00| 225.00000 450.00| 190.00000 380.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -23
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 801-04308 25.000 EACH | 236.50000 5912.50| 345.00000 8625.00| 190.00000 4750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0180 801-06203 37985.000 LFT | 0.15000 5697.75| 0.16000 6077.60| 0.14000 5317.90
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0181 801-06586 3420.000 LFT | 0.40000 1368.00| 0.31000 1060.20| 0.40000 1368.00
TEMPORARY PAVEMENT MARKING, 8 IN | | |
0182 801-06625 40.000 EACH | 99.75000 3990.00| 69.00000 2760.00| 125.00000 5000.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0183 801-06640 65.000 EACH | 184.00000 11960.00| 185.00000 12025.00| 189.00000 12285.00
CONSTRUCTION SIGN, A | | |
0184 801-06710 180.000 DAY | 9.30000 1674.00| 7.45000 1341.00| 12.00000 2160.00
FLASHING ARROW SIGN | | |
0185 801-06775 LUMP | 100000.00000 100000.00| 120183.10000 120183.10| 380000.00000 380000.00
MAINTAINING TRAFFIC | | |
0186 801-07118 504.000 LFT | 12.50000 6300.00| 11.95000 6022.80| 15.00000 7560.00
BARRICADE, III-A | | |
0187 801-07119 216.000 LFT | 13.75000 2970.00| 14.65000 3164.40| 15.00000 3240.00
BARRICADE, III-B | | |
0188 801-52817 2.000 EACH | 3150.00000 6300.00| 10000.00000 20000.00| 1.00000 2.00
TEMPORARY CROSSOVER, B | | |
0189 801-52818 1.000 EACH | 3150.00000 3150.00| 10000.00000 10000.00| 1.00000 1.00
TEMPORARY CROSSOVER, A , MODIFIED | | |
0190 802-05701 616.800 LFT | 10.00000 6168.00| 14.00000 8635.20| 9.50000 5859.60
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0191 802-09838 171.800 SFT | 9.50000 1632.10| 31.00000 5325.80| 9.00000 1546.20
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0192 802-09840 299.900 SFT | 10.50000 3148.95| 22.00000 6597.80| 10.00000 2999.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0193 802-09842 19.000 SFT | 10.50000 199.50| 27.00000 513.00| 10.00000 190.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0194 808-06694 4266.000 LFT | 0.40000 1706.40| 0.31000 1322.46| 0.40000 1706.40
LINE, PAINT, SOLID, YELLOW, 8 IN | | |
0195 808-06701 5353.000 LFT | 0.40000 2141.20| 0.39000 2087.67| 0.38000 2034.14
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0196 808-06703 28602.000 LFT | 0.40000 11440.80| 0.39000 11154.78| 0.38000 10868.76
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0197 808-06713 2625.000 LFT | 0.15000 393.75| 0.16000 420.00| 0.12000 315.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -24
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0198 808-06714 7010.000 LFT | 0.15000 1051.50| 0.16000 1121.60| 0.12000 841.20
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0199 808-06716 42777.000 LFT | 0.35000 14971.95| 0.31000 13260.87| 0.31000 13260.87
LINE, REMOVE | | |
0200 808-06726 23.000 LFT | 10.50000 241.50| 5.00000 115.00| 10.00000 230.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
24" | | |
0201 808-10031 68.000 LFT | 2.10000 142.80| 1.19000 80.92| 2.00000 136.00
LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | |
0202 808-10033 802.000 LFT | 2.10000 1684.20| 1.19000 954.38| 2.00000 1604.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0203 808-10034 530.000 LFT | 2.10000 1113.00| 1.19000 630.70| 2.00000 1060.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0204 808-75008 4059.000 LFT | 0.40000 1623.60| 0.31000 1258.29| 0.40000 1623.60
LINE, PAINT, SOLID, WHITE, 8 IN | | |
0205 808-75297 152.000 LFT | 7.90000 1200.80| 4.38000 665.76| 7.50000 1140.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0206 808-75320 8.000 EACH | 99.75000 798.00| 96.00000 768.00| 95.00000 760.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0207 808-75998 325.000 EACH | 20.00000 6500.00| 20.58000 6688.50| 19.00000 6175.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0208 202-03135 400.000 SFT | 8.40000 3360.00| 4.60000 1840.00| 9.00000 3600.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 74 | | |
0209 202-03135 6750.000 SFT | 9.50000 64125.00| 1.78000 12015.00| 8.00000 54000.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 17 | | |
0210 205-02770 10000.000 SYS | 1.05000 10500.00| 1.00000 10000.00| 1.00000 10000.00
EROSION CONTROL BLANKET | | |
0211 205-06935 4.000 EACH | 4590.00000 18360.00| 2500.00000 10000.00| 3660.00000 14640.00
TEMPORARY SEDIMENT BASIN | | |
0212 802-05702 253.600 LFT | 10.00000 2536.00| 9.00000 2282.40| 9.50000 2409.20
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0213 808-06368 60.000 LFT | 5.30000 318.00| 4.00000 240.00| 5.00000 300.00
TRANSVERSE MARKING, REMOVE | | |
0214 808-75245 31881.000 LFT | 0.40000 12752.40| 0.39000 12433.59| 0.38000 12114.78
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0215 202-02240 36500.000 SYS | 2.25000 82125.00| 7.00000 255500.00| 4.00000 146000.00
PAVEMENT REMOVAL , SEGMENT 3C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 190 -25
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-30849-A COUNTIES : CARROLL
LETTING DATE : 02/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-3543170 |( 5 ) 35-0918397 |( 6 ) 35-0997978
|T J LAMBRECHT CONSTRUCTION |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0216 808-09381 LUMP | 1260.00000 1260.00| 1948.00000 1948.00| 1200.00000 1200.00
RETRO-REFLECTIVITY TESTING | | |
0217 701-92043 25.000 LFT | 423.00000 10575.00| 400.00000 10000.00| 680.00000 17000.00
CORED HOLE IN ROCK, 18 IN | | |
SECTION TOTALS | $ 19,496,750.50| $ 19,711,238.68| $ 19,912,966.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 19,496,750.50| $ 19,711,238.68| $ 19,912,966.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13
LOCATION : ON PR 69 FROM 9.6 MILES NORTH OF SR 64 TO 9.8 MILES PROJECT(S) : 0902139
SOUTH OF US 50 0902204
NEW ROAD AND BRIDGE CONSTRUCTION
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 24,639,003.25 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 24,960,000.00 101.3028%
3 35-1878024 RAGLE INC $ 25,736,886.39 104.4559%
4 35-1385672 FORCE CONSTRUCTION CO INC $ 25,894,466.00 105.0954%
5 32-0289822 KOLB GRADING LLC $ 26,491,954.05 107.5204%
6 36-2231526 WALSH CONSTRUCTION COMPANY $ 27,565,005.58 111.8755%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -2
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION HMA
| | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW ROAD CONSTRUCTION PCCP
| | |
0028 203-02020 279675.000 CYS | 3.30000 922927.50| 3.20000 894960.00| 4.00000 1118700.00
EXCAVATION, UNCLASSIFIED | | |
0029 203-02070 614545.000 CYS | 3.70000 2273816.50| 3.40000 2089453.00| 4.50000 2765452.50
BORROW | | |
0036 301-07448 6935.000 TON | 16.00000 110960.00| 17.00000 117895.00| 20.00000 138700.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 302-06464 24991.000 CYS | 33.00000 824703.00| 32.00000 799712.00| 31.50000 787216.50
SUBBASE FOR PCCP | | |
0039 303-01180 15326.000 TON | 17.00000 260542.00| 17.00000 260542.00| 17.00000 260542.00
COMPACTED AGGREGATE, NO. 53 | | |
0040 401-07320 3149.000 TON | 55.00000 173195.00| 70.00000 220430.00| 55.00000 173195.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0041 401-07389 6242.000 TON | 52.00000 324584.00| 65.00000 405730.00| 52.00000 324584.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 8774.000 TON | 52.00000 456248.00| 58.00000 508892.00| 52.00000 456248.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0043 406-05520 19.000 TON | 500.00000 9500.00| 480.00000 9120.00| 500.00000 9500.00
ASPHALT FOR TACK COAT | | |
0044 501-06266 LUMP | 6000.00000 6000.00| 2000.00000 2000.00| 2000.00000 2000.00
PROFILOGRAPH, PCCP | | |
0045 501-06322 81220.000 SYS | 25.00000 2030500.00| 26.30000 2136086.00| 25.30000 2054866.00
QC/QA-PCCP, 11 IN | | |
0046 501-06727 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 2500.00000 2500.00
CORING, PCCP | | |
0047 503-05240 45786.000 LFT | 10.00000 457860.00| 10.50000 480753.00| 10.50000 480753.00
D-1 CONTRACTION JOINT | | |
0048 503-05310 260.000 LFT | 120.00000 31200.00| 140.00000 36400.00| 115.00000 29900.00
TERMINAL JOINT | | |
0049 606-07484 28115.000 LFT | 0.20000 5623.00| 0.14000 3936.10| 0.06000 1686.90
MILLED HMA SHOULDER CORRUGATIONS | | |
0050 606-07485 28115.000 LFT | 0.45000 12651.75| 0.37000 10402.55| 0.20000 5623.00
MILLED PCCP SHOULDER CORRUGATIONS | | |
0053 808-10033 28115.000 LFT | 0.50000 14057.50| 0.65000 18274.75| 0.50000 14057.50
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0054 808-10034 28115.000 LFT | 0.50000 14057.50| 0.65000 18274.75| 0.50000 14057.50
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -3
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 808-10054 7029.000 LFT | 0.60000 4217.40| 0.85000 5974.65| 0.60000 4217.40
LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | |
SECTION TOTALS | $ 7,937,643.15| $ 8,021,335.80| $ 8,643,799.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 COMMON ITEMS
| | |
0056 105-06845 LUMP | 225625.00000 225625.00| 170000.00000 170000.00| 250000.00000 250000.00
CONSTRUCTION ENGINEERING | | |
0057 105-08520 5.000 EACH | 100.00000 500.00| 100.00000 500.00| 100.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0058 105-08521 96.000 MOS | 60.00000 5760.00| 80.00000 7680.00| 80.00000 7680.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0059 110-01001 LUMP | 1263000.00000 1263000.00| 1245000.00000 1245000.00| 1286500.00000 1286500.00
MOBILIZATION AND DEMOBILIZATION | | |
0060 201-52370 LUMP | 295000.00000 295000.00| 165382.00000 165382.00| 514750.00000 514750.00
CLEARING RIGHT OF WAY | | |
0061 202-02271 2.000 EACH | 300.00000 600.00| 100.00000 200.00| 250.00000 500.00
HEADWALL, REMOVE | | |
0062 202-03000 LUMP | 8000.00000 8000.00| 4000.00000 4000.00| 7800.00000 7800.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 485 | | |
0063 202-03000 LUMP | 2500.00000 2500.00| 1200.00000 1200.00| 1500.00000 1500.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 540 | | |
0064 202-03000 LUMP | 5000.00000 5000.00| 7200.00000 7200.00| 9200.00000 9200.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 542 | | |
0065 202-03000 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 1000.00000 1000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 543 | | |
0066 202-03000 LUMP | 3500.00000 3500.00| 5200.00000 5200.00| 5600.00000 5600.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 555 | | |
0067 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 8200.00000 8200.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 558 | | |
0068 202-06580 200.000 CYS | 50.00000 10000.00| 50.00000 10000.00| 70.00000 14000.00
CONTAMINATED SOIL, REMOVE | | |
0069 202-09957 6.000 EACH | 2500.00000 15000.00| 5000.00000 30000.00| 5000.00000 30000.00
PLUG AND ABANDON OIL OR GAS WELL | | |
0070 202-96133 364.000 LFT | 10.00000 3640.00| 12.00000 4368.00| 5.00000 1820.00
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -4
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0071 202-99187 1276.000 LFT | 1.00000 1276.00| 2.50000 3190.00| 2.50000 3190.00
FENCE, FARM FIELD, REMOVE | | |
0072 203-02070 147.000 CYS | 3.50000 514.50| 3.50000 514.50| 4.50000 661.50
BORROW | | |
0073 203-51223 3350.000 CYS | 5.00000 16750.00| 8.00000 26800.00| 7.00000 23450.00
EXCAVATION, WATERWAY | | |
0074 204-02290 18.000 EACH | 1000.00000 18000.00| 1700.00000 30600.00| 700.00000 12600.00
SETTLEMENT PLATE | | |
0075 205-03371 645.000 CYS | 10.00000 6450.00| 9.00000 5805.00| 6.50000 4192.50
SEDIMENT, REMOVE | | |
0076 205-09942 10603.000 LFT | 4.00000 42412.00| 9.00000 95427.00| 6.00000 63618.00
CLAY CAPPED DITCH | | |
0077 205-09952 LUMP | 130000.00000 130000.00| 150000.00000 150000.00| 300000.00000 300000.00
DESIGN BUILD EROSION AND SEDIMENT | | |
CONTROL , TEMPORARY | | |
0078 206-51215 211.000 CYS | 75.00000 15825.00| 80.00000 16880.00| 20.00000 4220.00
EXCAVATION, X | | |
0079 206-51230 15702.300 CYS | 15.00000 235534.50| 6.25000 98139.38| 8.00000 125618.40
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0080 206-51235 LUMP | 200000.00000 200000.00| 130000.00000 130000.00| 150000.00000 150000.00
COFFERDAM , STR NO 2 | | |
0081 211-02050 14498.000 CYS | 22.00000 318956.00| 25.00000 362450.00| 10.50000 152229.00
B BORROW | | |
0082 211-06467 381.200 CYS | 35.00000 13342.00| 55.00000 20966.00| 50.00000 19060.00
AGGREGATE FOR END BENT BACKFILL | | |
0083 211-09266 10006.000 CYS | 27.00000 270162.00| 25.00000 250150.00| 13.75000 137582.50
STRUCTURAL BACKFILL, TYPE 3 | | |
0084 214-07202 963.000 SYS | 2.25000 2166.75| 5.00000 4815.00| 4.75000 4574.25
GEOGRID, TYPE I | | |
0085 302-07455 282.900 CYS | 35.00000 9901.50| 60.00000 16974.00| 53.50000 15135.15
DENSE GRADED SUBBASE | | |
0086 303-02125 131.000 CYS | 31.00000 4061.00| 35.00000 4585.00| 40.00000 5240.00
AGGREGATE, 23 | | |
0087 303-07449 1808.000 TON | 20.00000 36160.00| 18.00000 32544.00| 20.00000 36160.00
COMPACTED AGGREGATE, NO. 73 | | |
0088 306-08043 849.000 SYS | 4.00000 3396.00| 6.00000 5094.00| 5.25000 4457.25
MILLING, TRANSITION | | |
0089 402-07432 1239.000 TON | 55.00000 68145.00| 85.00000 105315.00| 55.00000 68145.00
HMA SURFACE, TYPE A | | |
0090 402-07435 1945.000 TON | 52.00000 101140.00| 81.00000 157545.00| 52.00000 101140.00
HMA INTERMEDIATE, TYPE A | | |
0091 601-01522 28.000 EACH | 1950.00000 54600.00| 1945.00000 54460.00| 1945.00000 54460.00
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -5
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 601-06233 4.000 EACH | 8000.00000 32000.00| 7900.00000 31600.00| 7900.00000 31600.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0093 601-06416 4.000 EACH | 500.00000 2000.00| 425.00000 1700.00| 425.00000 1700.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
ED, W1, TL-3 | | |
0094 601-94689 14.000 EACH | 2200.00000 30800.00| 2600.00000 36400.00| 2600.00000 36400.00
GUARDRAIL END TREATMENT, OS | | |
0095 601-94690 10.000 EACH | 3600.00000 36000.00| 4100.00000 41000.00| 4100.00000 41000.00
GUARDRAIL END TREATMENT, MS | | |
0096 601-99105 11675.000 LFT | 16.00000 186800.00| 17.40000 203145.00| 17.40000 203145.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0097 601-99108 1188.000 LFT | 25.00000 29700.00| 25.30000 30056.40| 25.30000 30056.40
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0098 602-06729 132.000 EACH | 15.00000 1980.00| 12.00000 1584.00| 6.00000 792.00
BARRIER DELINEATOR | | |
0099 603-06040 32022.000 LFT | 5.00000 160110.00| 5.45000 174519.90| 5.45000 174519.90
FENCE, FARM FIELD, 47 IN | | |
0100 603-92636 717.000 LFT | 15.00000 10755.00| 22.00000 15774.00| 22.00000 15774.00
FENCE, CHAIN LINK, 72 IN | | |
0101 605-05523 171.000 LFT | 20.00000 3420.00| 25.00000 4275.00| 20.00000 3420.00
CURB, HMA | | |
0102 609-06257 404.000 SYS | 75.00000 30300.00| 72.00000 29088.00| 60.00000 24240.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0103 609-06259 1299.000 SYS | 76.00000 98724.00| 65.00000 84435.00| 62.50000 81187.50
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0104 610-07487 207.000 TON | 55.00000 11385.00| 75.00000 15525.00| 55.00000 11385.00
HMA FOR APPROACHES, TYPE B | | |
0105 611-06497 4.000 EACH | 130.00000 520.00| 200.00000 800.00| 200.00000 800.00
MAILBOX ASSEMBLY, SINGLE | | |
0106 615-06490 64.000 EACH | 140.00000 8960.00| 125.00000 8000.00| 125.00000 8000.00
RIGHT OF WAY MARKER | | |
0107 615-06505 16.000 EACH | 500.00000 8000.00| 585.00000 9360.00| 585.00000 9360.00
MONUMENT, B | | |
0108 615-06510 35.000 EACH | 400.00000 14000.00| 475.00000 16625.00| 475.00000 16625.00
MONUMENT, C | | |
0109 615-06527 3.000 EACH | 600.00000 1800.00| 550.00000 1650.00| 550.00000 1650.00
MONUMENT, SECTION CORNER | | |
0110 615-06530 4.000 EACH | 600.00000 2400.00| 645.00000 2580.00| 645.00000 2580.00
BENCH MARK POST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -6
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0111 616-02320 38412.800 SYS | 1.50000 57619.20| 2.00000 76825.60| 1.85000 71063.68
GEOTEXTILES | | |
0112 616-05689 6992.000 TON | 32.00000 223744.00| 32.00000 223744.00| 32.00000 223744.00
RIPRAP, CLASS 2 | | |
0113 616-06405 6358.100 TON | 22.00000 139878.20| 23.00000 146236.30| 25.00000 158952.50
RIPRAP, REVETMENT | | |
0114 621-01004 2.000 EACH | 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0115 621-02770 214791.000 SYS | 0.80000 171832.80| 0.78000 167536.98| 0.78000 167536.98
EROSION CONTROL BLANKET | | |
0116 621-06545 26.000 TON | 525.00000 13650.00| 525.00000 13650.00| 525.00000 13650.00
FERTILIZER | | |
0117 621-06553 10676.000 LBS | 2.70000 28825.20| 2.70000 28825.20| 2.70000 28825.20
SEED MIXTURE, R | | |
0118 621-06565 126.000 TON | 380.00000 47880.00| 380.00000 47880.00| 380.00000 47880.00
MULCHING MATERIAL | | |
0119 621-06567 228.000 kGAL | 0.50000 114.00| 0.50000 114.00| 0.50000 114.00
WATER | | |
0120 621-06574 23428.900 SYS | 2.60000 60915.14| 2.59000 60680.85| 2.90000 67943.81
SODDING | | |
0121 622-52436 17.000 EACH | 45.00000 765.00| 45.00000 765.00| 45.00000 765.00
SIGN, DO NOT MOW OR SPRAY | | |
0122 628-09403 32.000 MOS | 1500.00000 48000.00| 2400.00000 76800.00| 750.00000 24000.00
FIELD OFFICE, C | | |
0123 628-09407 96.000 MOS | 75.00000 7200.00| 90.00000 8640.00| 50.00000 4800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0125 701-02936 7916.000 LFT | 55.00000 435380.00| 60.00000 474960.00| 55.00000 435380.00
PILE, STEEL H, HP 14 IN X 89 | | |
0126 701-02938 120.000 LFT | 140.00000 16800.00| 195.00000 23400.00| 200.00000 24000.00
CORED HOLE IN ROCK, 24 IN | | |
0127 701-05671 366.000 LFT | 410.00000 150060.00| 410.00000 150060.00| 450.00000 164700.00
PERMANENT CASING , 72" DIA | | |
0128 701-05780 536.000 CYS | 275.00000 147400.00| 975.00000 522600.00| 925.00000 495800.00
DRILLED SHAFT CONCRETE | | |
0129 701-05781 70.400 CYS | 700.00000 49280.00| 700.00000 49280.00| 700.00000 49280.00
UNCLASSIFIED SHAFT EXCAVATION , 66" | | |
0130 701-05781 383.300 CYS | 160.00000 61328.00| 150.00000 57495.00| 150.00000 57495.00
UNCLASSIFIED SHAFT EXCAVATION , 72 | | |
0132 701-05782 21.200 CYS | 700.00000 14840.00| 700.00000 14840.00| 700.00000 14840.00
UNCLASSIFIED EXTRA DEPTH EXCAVATION , | | |
66" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -7
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 701-05783 48.000 HRS | 135.00000 6480.00| 125.00000 6000.00| 125.00000 6000.00
OBSTRUCTIONS | | |
0135 701-05785 566.000 LFT | 35.00000 19810.00| 35.00000 19810.00| 35.00000 19810.00
EXPLORATION (SHAFT EXCAVATION) | | |
0136 701-05787 LUMP | 20000.00000 20000.00| 23000.00000 23000.00| 18000.00000 18000.00
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 6 | | |
0137 701-06011 18.000 EACH | 1500.00000 27000.00| 575.00000 10350.00| 375.00000 6750.00
DYNAMIC PILE LOAD TEST | | |
0138 701-08253 20.000 EACH | 500.00000 10000.00| 550.00000 11000.00| 550.00000 11000.00
PILE SLEEVES | | |
0139 701-09557 1173.000 LFT | 55.00000 64515.00| 65.00000 76245.00| 45.00000 52785.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0140 701-09559 18.000 EACH | 750.00000 13500.00| 800.00000 14400.00| 450.00000 8100.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0141 701-09683 74.000 EACH | 85.00000 6290.00| 90.00000 6660.00| 125.00000 9250.00
PILE SHOE, HP 12 X 74 | | |
0142 701-09684 164.000 EACH | 85.00000 13940.00| 125.00000 20500.00| 150.00000 24600.00
PILE SHOE, HP 14 X 89 | | |
0143 701-09693 78.000 LFT | 55.00000 4290.00| 55.00000 4290.00| 45.00000 3510.00
TEST PILE, DYNAMIC, HP, 12 X 74 NON-PRO | | |
0146 701-92043 152.000 LFT | 115.00000 17480.00| 190.00000 28880.00| 200.00000 30400.00
CORED HOLE IN ROCK, 18 IN | | |
0147 701-95780 3971.000 LFT | 50.00000 198550.00| 56.00000 222376.00| 50.00000 198550.00
PILE, STEEL H, HP 12 IN X 74 | | |
0150 702-05533 LUMP | 15000.00000 15000.00| 26000.00000 26000.00| 40000.00000 40000.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 2 | | |
0151 702-51005 1322.700 CYS | 375.00000 496012.50| 450.00000 595215.00| 475.00000 628282.50
CONCRETE, A, SUBSTRUCTURE | | |
0152 702-51015 886.800 CYS | 200.00000 177360.00| 200.00000 177360.00| 250.00000 221700.00
CONCRETE, B, FOOTINGS | | |
0153 702-51863 56.000 EACH | 15.00000 840.00| 11.00000 616.00| 20.00000 1120.00
FIELD DRILLED HOLE IN CONCRETE | | |
0154 702-92857 290.900 CYS | 500.00000 145450.00| 415.00000 120723.50| 375.00000 109087.50
CONCRETE, C, SUBSTRUCTURE | | |
0155 703-01540 288.000 EACH | 50.00000 14400.00| 30.00000 8640.00| 20.00000 5760.00
THREADED TIE BAR ASSEMBLY | | |
0156 703-06028 285768.000 LBS | 1.00000 285768.00| 0.90000 257191.20| 0.90000 257191.20
REINFORCING BARS | | |
0157 703-06029 1201715.000 LBS | 1.15000 1381972.25| 0.80000 961372.00| 0.92000 1105577.80
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -8
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0158 704-51002 3134.200 CYS | 400.00000 1253680.00| 475.00000 1488745.00| 450.00000 1410390.00
CONCRETE, C, SUPERSTRUCTURE | | |
0159 706-05732 8.000 EACH | 1200.00000 9600.00| 1250.00000 10000.00| 1250.00000 10000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0160 706-05734 16.000 EACH | 1200.00000 19200.00| 1475.00000 23600.00| 1475.00000 23600.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0161 706-51020 509.100 CYS | 190.00000 96729.00| 182.00000 92656.20| 182.00000 92656.20
CONCRETE, C, RAILING | | |
0162 707-08643 3866.000 LFT | 250.00000 966500.00| 240.00000 927840.00| 255.00000 985830.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 60" X 48" | | |
0163 707-09634 1950.000 LFT | 245.00000 477750.00| 260.00000 507000.00| 250.00000 487500.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 48 IN. X 49 IN. | | |
0164 709-51821 LUMP | 8000.00000 8000.00| 8690.00000 8690.00| 7900.00000 7900.00
SURFACE SEAL , STR NO 2 | | |
0165 709-51821 LUMP | 3500.00000 3500.00| 2910.00000 2910.00| 3500.00000 3500.00
SURFACE SEAL , STR NO 1 | | |
0166 709-51821 LUMP | 3500.00000 3500.00| 2980.00000 2980.00| 3500.00000 3500.00
SURFACE SEAL , STR NO 4 | | |
0167 711-51038 LUMP | 1000000.00000 1000000.00| 840000.00000 840000.00| 950000.00000 950000.00
STRUCTURAL STEEL , STR NO 2 | | |
0168 711-51070 24.000 EACH | 150.00000 3600.00| 100.00000 2400.00| 55.00000 1320.00
ANCHOR PLATE, AP 1 | | |
0169 714-01366 340.000 LFT | 335.00000 113900.00| 460.00000 156400.00| 420.00000 142800.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0170 714-04854 274.000 LFT | 210.00000 57540.00| 310.00000 84940.00| 275.00000 75350.00
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 3FT | | |
0171 714-06056 225.000 LFT | 400.00000 90000.00| 480.00000 108000.00| 475.00000 106875.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
11FT X 4FT | | |
0173 714-26702 740.000 LFT | 200.00000 148000.00| 250.00000 185000.00| 225.00000 166500.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 3FT | | |
0175 714-26724 304.000 LFT | 500.00000 152000.00| 625.00000 190000.00| 520.00000 158080.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
12FT X 4FT | | |
0176 715-04522 2.000 EACH | 950.00000 1900.00| 1200.00000 2400.00| 1200.00000 2400.00
PIPE END SECTION, 42 IN | | |
0177 715-05019 147.000 LFT | 50.00000 7350.00| 60.00000 8820.00| 65.00000 9555.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -9
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0178 715-05048 55737.000 LFT | 1.60000 89179.20| 2.10000 117047.70| 2.10000 117047.70
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0179 715-05053 8320.000 LFT | 10.00000 83200.00| 10.00000 83200.00| 10.00000 83200.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0180 715-05149 1037.000 LFT | 16.00000 16592.00| 24.00000 24888.00| 25.00000 25925.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0181 715-05151 1559.000 LFT | 18.00000 28062.00| 25.00000 38975.00| 26.00000 40534.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0182 715-05169 245.000 LFT | 18.00000 4410.00| 28.00000 6860.00| 26.00000 6370.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0183 715-05171 189.000 LFT | 19.00000 3591.00| 29.00000 5481.00| 32.00000 6048.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0184 715-05173 86.000 LFT | 30.00000 2580.00| 38.00000 3268.00| 40.00000 3440.00
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
0185 715-05178 56.000 LFT | 67.00000 3752.00| 105.00000 5880.00| 105.00000 5880.00
PIPE, TYPE 3, CIRCULAR, 42 IN. | | |
0186 715-05407 883.000 LFT | 15.00000 13245.00| 8.50000 7505.50| 12.00000 10596.00
PIPE, END BENT DRAIN, 6 IN | | |
0187 715-06471 4.000 EACH | 650.00000 2600.00| 700.00000 2800.00| 1100.00000 4400.00
PIPE END SECTION, MIN AREA 3.3 SF | | |
0188 715-08243 81.000 LFT | 65.00000 5265.00| 47.00000 3807.00| 85.00000 6885.00
PIPE, TYPE 3, DEFORMED, MIN AREA 3.3 SF | | |
0189 715-09064 863.000 LFT | 1.25000 1078.75| 3.75000 3236.25| 2.60000 2243.80
VIDEO INSPECTION FOR PIPE | | |
0190 715-46000 2.000 EACH | 400.00000 800.00| 350.00000 700.00| 300.00000 600.00
PIPE END SECTION, 12 IN | | |
0191 715-46005 27.000 EACH | 425.00000 11475.00| 400.00000 10800.00| 325.00000 8775.00
PIPE END SECTION, 15 IN | | |
0192 715-46010 6.000 EACH | 400.00000 2400.00| 425.00000 2550.00| 375.00000 2250.00
PIPE END SECTION, 18 IN | | |
0193 715-46020 2.000 EACH | 500.00000 1000.00| 530.00000 1060.00| 535.00000 1070.00
PIPE END SECTION, 24 IN | | |
0194 715-46040 2.000 EACH | 1000.00000 2000.00| 650.00000 1300.00| 900.00000 1800.00
PIPE END SECTION, 36 IN | | |
0195 718-06528 89.000 EACH | 400.00000 35600.00| 455.00000 40495.00| 410.00000 36490.00
OUTLET PROTECTOR, 1 | | |
0196 718-06532 6500.000 LFT | 0.80000 5200.00| 0.50000 3250.00| 0.50000 3250.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0197 718-52610 5017.000 CYS | 30.00000 150510.00| 31.25000 156781.25| 31.25000 156781.25
AGGREGATE FOR UNDERDRAINS | | |
0198 718-99153 50576.000 SYS | 0.80000 40460.80| 0.65000 32874.40| 0.65000 32874.40
GEOTEXTILES FOR UNDERDRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -10
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0199 720-45065 19.000 EACH | 2400.00000 45600.00| 2800.00000 53200.00| 2800.00000 53200.00
INLET, N12 | | |
0200 720-45066 2.000 EACH | 2800.00000 5600.00| 3000.00000 6000.00| 2800.00000 5600.00
INLET, N12, MODIFIED | | |
0201 720-45405 5.000 EACH | 1500.00000 7500.00| 2200.00000 11000.00| 2200.00000 11000.00
MANHOLE, B4 | | |
0202 731-93945 14792.000 SFT | 14.00000 207088.00| 12.00000 177504.00| 14.00000 207088.00
FACE PANELS, CONCRETE | | |
0203 731-93946 14792.000 SFT | 9.00000 133128.00| 7.60000 112419.20| 7.60000 112419.20
WALL ERECTION | | |
0204 731-93947 853.000 LFT | 21.00000 17913.00| 22.50000 19192.50| 18.50000 15780.50
LEVELING PAD, CONCRETE | | |
0205 801-04308 15.000 EACH | 250.00000 3750.00| 595.00000 8925.00| 250.00000 3750.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0206 801-06640 20.000 EACH | 180.00000 3600.00| 395.00000 7900.00| 180.00000 3600.00
CONSTRUCTION SIGN, A | | |
0207 801-06775 LUMP | 50000.00000 50000.00| 30000.00000 30000.00| 6500.00000 6500.00
MAINTAINING TRAFFIC | | |
0208 801-07118 108.000 LFT | 15.00000 1620.00| 18.00000 1944.00| 15.00000 1620.00
BARRICADE, III-A | | |
0209 801-07119 144.000 LFT | 15.00000 2160.00| 19.95000 2872.80| 15.00000 2160.00
BARRICADE, III-B | | |
0210 802-04893 10.000 EACH | 90.00000 900.00| 100.00000 1000.00| 180.00000 1800.00
REFERENCE POST | | |
0211 802-05701 158.000 LFT | 15.00000 2370.00| 25.00000 3950.00| 12.00000 1896.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0212 802-07057 15.000 SFT | 55.00000 825.00| 50.00000 750.00| 20.00000 300.00
SIGN, PANEL, WITH LEGEND | | |
0213 802-07151 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 310.00000 620.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0214 802-09838 48.250 SFT | 30.00000 1447.50| 22.00000 1061.50| 20.00000 965.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0215 802-09840 8.000 SFT | 30.00000 240.00| 25.00000 200.00| 25.00000 200.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0216 802-76095 232.000 LBS | 5.00000 1160.00| 3.00000 696.00| 4.66000 1081.12
STRUCTURAL STEEL, BREAKAWAY | | |
0217 804-06725 30.000 EACH | 21.00000 630.00| 23.00000 690.00| 23.00000 690.00
DELINEATOR WITH POST, D1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -11
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0218 804-06740 8.000 EACH | 22.00000 176.00| 24.00000 192.00| 24.00000 192.00
DELINEATOR WITH POST, D2 | | |
0219 804-06770 89.000 EACH | 20.00000 1780.00| 22.00000 1958.00| 22.00000 1958.00
DELINEATOR POST | | |
0220 808-75998 377.000 EACH | 18.00000 6786.00| 18.92000 7132.84| 18.92000 7132.84
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0229 709-51821 LUMP | 8000.00000 8000.00| 8690.00000 8690.00| 7900.00000 7900.00
SURFACE SEAL , STR NO 3 | | |
0230 711-51038 LUMP | 925000.00000 925000.00| 840000.00000 840000.00| 950000.00000 950000.00
STRUCTURAL STEEL , STR NO 3 | | |
0231 206-51235 LUMP | 200000.00000 200000.00| 130000.00000 130000.00| 150000.00000 150000.00
COFFERDAM , STR NO 3 | | |
0232 702-05533 LUMP | 15000.00000 15000.00| 26000.00000 26000.00| 40000.00000 40000.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 3 | | |
0233 702-05533 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 6500.00000 6500.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 6 | | |
0234 709-51821 LUMP | 6500.00000 6500.00| 6550.00000 6550.00| 6400.00000 6400.00
SURFACE SEAL , STR NO 6 | | |
0235 701-05787 LUMP | 20000.00000 20000.00| 23000.00000 23000.00| 18000.00000 18000.00
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 5 | | |
0236 702-05533 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 6500.00000 6500.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 5 | | |
0237 709-51821 LUMP | 6500.00000 6500.00| 6380.00000 6380.00| 6400.00000 6400.00
SURFACE SEAL , STR NO 5 | | |
0239 105-09645 LUMP | 25000.00000 25000.00| 50000.00000 50000.00| 8500.00000 8500.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0240 608-09748 296200.000 LFT | 0.40000 118480.00| 0.36000 106632.00| 0.36000 106632.00
PREFABRICATED VERTICAL DRAIN | | |
0241 714-09756 459.000 LFT | 835.00000 383265.00| 980.00000 449820.00| 950.00000 436050.00
STRUCTURE PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS 18 FT X 8 FT | | |
0242 207-08263 131201.000 SYS | 4.00000 524804.00| 3.55000 465763.55| 3.75000 492003.75
SUBGRADE TREATMENT, TYPE IA | | |
0243 207-08265 5857.000 SYS | 3.50000 20499.50| 8.50000 49784.50| 3.25000 19035.25
SUBGRADE TREATMENT, TYPE IIA | | |
0244 207-08267 20617.000 SYS | 6.50000 134010.50| 8.50000 175244.50| 6.50000 134010.50
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -12
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1878024
|CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTRUCTI |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0245 211-09264 7506.000 CYS | 27.00000 202662.00| 30.00000 225180.00| 17.00000 127602.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0246 214-07202 963.000 SYS | 2.25000 2166.75| 5.00000 4815.00| 4.50000 4333.50
GEOGRID, TYPE I | | |
0247 302-07455 39.000 CYS | 35.00000 1365.00| 60.00000 2340.00| 55.00000 2145.00
DENSE GRADED SUBBASE | | |
0248 808-06713 11503.000 LFT | 0.26000 2990.78| 0.20000 2300.60| 0.26000 2990.78
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0249 808-06714 11503.000 LFT | 0.26000 2990.78| 0.20000 2300.60| 0.26000 2990.78
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0250 808-10033 1960.000 LFT | 0.50000 980.00| 0.65000 1274.00| 0.50000 980.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0251 808-10034 1960.000 LFT | 0.50000 980.00| 0.65000 1274.00| 0.50000 980.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0252 808-10054 490.000 LFT | 0.60000 294.00| 0.85000 416.50| 0.60000 294.00
LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | |
SECTION TOTALS | $ 16,701,352.10| $ 16,938,656.20| $ 17,093,079.09
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS
| | |
0221 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0222 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0223 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0224 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0225 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0226 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0227 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0228 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 24,639,003.25| $ 24,960,000.00| $ 25,736,886.39
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -13
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION HMA
| | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW ROAD CONSTRUCTION PCCP
| | |
0028 203-02020 279675.000 CYS | 4.05000 1132683.75| 3.00000 839025.00| 4.63000 1294895.25
EXCAVATION, UNCLASSIFIED | | |
0029 203-02070 614545.000 CYS | 4.05000 2488907.25| 3.50000 2150907.50| 4.32000 2654834.40
BORROW | | |
0036 301-07448 6935.000 TON | 19.94000 138283.90| 20.50000 142167.50| 25.00000 173375.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 302-06464 24991.000 CYS | 31.20000 779719.20| 33.30000 832200.30| 39.00000 974649.00
SUBBASE FOR PCCP | | |
0039 303-01180 15326.000 TON | 20.01000 306673.26| 20.50000 314183.00| 25.00000 383150.00
COMPACTED AGGREGATE, NO. 53 | | |
0040 401-07320 3149.000 TON | 57.20000 180122.80| 66.00000 207834.00| 55.00000 173195.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0041 401-07389 6242.000 TON | 54.08000 337567.36| 55.00000 343310.00| 52.00000 324584.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0042 401-07406 8774.000 TON | 54.08000 474497.92| 53.50000 469409.00| 52.00000 456248.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0043 406-05520 19.000 TON | 520.00000 9880.00| 550.00000 10450.00| 500.00000 9500.00
ASPHALT FOR TACK COAT | | |
0044 501-06266 LUMP | 5200.00000 5200.00| 2000.00000 2000.00| 11730.03000 11730.03
PROFILOGRAPH, PCCP | | |
0045 501-06322 81220.000 SYS | 27.04000 2196188.80| 25.30000 2054866.00| 22.75000 1847755.00
QC/QA-PCCP, 11 IN | | |
0046 501-06727 LUMP | 4160.00000 4160.00| 2500.00000 2500.00| 20000.00000 20000.00
CORING, PCCP | | |
0047 503-05240 45786.000 LFT | 11.44000 523791.84| 10.50000 480753.00| 11.00000 503646.00
D-1 CONTRACTION JOINT | | |
0048 503-05310 260.000 LFT | 260.00000 67600.00| 150.00000 39000.00| 166.07000 43178.20
TERMINAL JOINT | | |
0049 606-07484 28115.000 LFT | 0.21000 5904.15| 0.20000 5623.00| 0.11000 3092.65
MILLED HMA SHOULDER CORRUGATIONS | | |
0050 606-07485 28115.000 LFT | 0.41000 11527.15| 0.45000 12651.75| 0.31000 8715.65
MILLED PCCP SHOULDER CORRUGATIONS | | |
0053 808-10033 28115.000 LFT | 0.67000 18837.05| 0.55000 15463.25| 0.65000 18274.75
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0054 808-10034 28115.000 LFT | 0.67000 18837.05| 0.55000 15463.25| 0.65000 18274.75
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -14
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 808-10054 7029.000 LFT | 0.88000 6185.52| 0.60000 4217.40| 0.85000 5974.65
LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | |
SECTION TOTALS | $ 8,706,567.00| $ 7,942,023.95| $ 8,925,072.33
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 COMMON ITEMS
| | |
0056 105-06845 LUMP | 160896.32000 160896.32| 200000.00000 200000.00| 1104949.73000 1104949.73
CONSTRUCTION ENGINEERING | | |
0057 105-08520 5.000 EACH | 130.72000 653.60| 100.00000 500.00| 150.00000 750.00
CELLULAR TELEPHONE/RADIO | | |
0058 105-08521 96.000 MOS | 92.59000 8888.64| 100.00000 9600.00| 100.00000 9600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0059 110-01001 LUMP | 1295000.00000 1295000.00| 1633000.00000 1633000.00| 1370000.00000 1370000.00
MOBILIZATION AND DEMOBILIZATION | | |
0060 201-52370 LUMP | 496469.47000 496469.47| 535000.00000 535000.00| 106775.19000 106775.19
CLEARING RIGHT OF WAY | | |
0061 202-02271 2.000 EACH | 1127.24000 2254.48| 2000.00000 4000.00| 583.08000 1166.16
HEADWALL, REMOVE | | |
0062 202-03000 LUMP | 5408.00000 5408.00| 3000.00000 3000.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 485 | | |
0063 202-03000 LUMP | 5408.00000 5408.00| 15000.00000 15000.00| 5000.00000 5000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 540 | | |
0064 202-03000 LUMP | 5408.00000 5408.00| 22000.00000 22000.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 542 | | |
0065 202-03000 LUMP | 5408.00000 5408.00| 5000.00000 5000.00| 6000.00000 6000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 543 | | |
0066 202-03000 LUMP | 5408.00000 5408.00| 5000.00000 5000.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 555 | | |
0067 202-03000 LUMP | 5408.00000 5408.00| 12000.00000 12000.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
, 558 | | |
0068 202-06580 200.000 CYS | 109.20000 21840.00| 25.00000 5000.00| 89.27000 17854.00
CONTAMINATED SOIL, REMOVE | | |
0069 202-09957 6.000 EACH | 3120.00000 18720.00| 5000.00000 30000.00| 2000.00000 12000.00
PLUG AND ABANDON OIL OR GAS WELL | | |
0070 202-96133 364.000 LFT | 26.50000 9646.00| 15.00000 5460.00| 13.25000 4823.00
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -15
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0071 202-99187 1276.000 LFT | 1.51000 1926.76| 3.00000 3828.00| 2.50000 3190.00
FENCE, FARM FIELD, REMOVE | | |
0072 203-02070 147.000 CYS | 3.74000 549.78| 10.00000 1470.00| 22.00000 3234.00
BORROW | | |
0073 203-51223 3350.000 CYS | 4.68000 15678.00| 6.00000 20100.00| 7.15000 23952.50
EXCAVATION, WATERWAY | | |
0074 204-02290 18.000 EACH | 792.33000 14261.94| 8.00000 144.00| 1250.00000 22500.00
SETTLEMENT PLATE | | |
0075 205-03371 645.000 CYS | 11.66000 7520.70| 40.00000 25800.00| 15.00000 9675.00
SEDIMENT, REMOVE | | |
0076 205-09942 10603.000 LFT | 5.42000 57468.26| 8.00000 84824.00| 8.00000 84824.00
CLAY CAPPED DITCH | | |
0077 205-09952 LUMP | 173527.51000 173527.51| 287000.00000 287000.00| 375000.00000 375000.00
DESIGN BUILD EROSION AND SEDIMENT | | |
CONTROL , TEMPORARY | | |
0078 206-51215 211.000 CYS | 104.99000 22152.89| 50.00000 10550.00| 36.93000 7792.23
EXCAVATION, X | | |
0079 206-51230 15702.300 CYS | 6.17000 96883.19| 12.50000 196278.75| 10.10000 158593.23
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0080 206-51235 LUMP | 108257.64000 108257.64| 155000.00000 155000.00| 100000.00000 100000.00
COFFERDAM , STR NO 2 | | |
0081 211-02050 14498.000 CYS | 15.57000 225733.86| 25.00000 362450.00| 35.00000 507430.00
B BORROW | | |
0082 211-06467 381.200 CYS | 39.97000 15236.56| 50.00000 19060.00| 44.69000 17035.83
AGGREGATE FOR END BENT BACKFILL | | |
0083 211-09266 10006.000 CYS | 13.46000 134680.76| 25.00000 250150.00| 32.00000 320192.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0084 214-07202 963.000 SYS | 1.97000 1897.11| 4.00000 3852.00| 2.38000 2291.94
GEOGRID, TYPE I | | |
0085 302-07455 282.900 CYS | 44.09000 12473.06| 55.00000 15559.50| 55.05000 15573.65
DENSE GRADED SUBBASE | | |
0086 303-02125 131.000 CYS | 55.74000 7301.94| 40.00000 5240.00| 29.54000 3869.74
AGGREGATE, 23 | | |
0087 303-07449 1808.000 TON | 19.84000 35870.72| 22.00000 39776.00| 17.91000 32381.28
COMPACTED AGGREGATE, NO. 73 | | |
0088 306-08043 849.000 SYS | 5.27000 4474.23| 3.75000 3183.75| 3.75000 3183.75
MILLING, TRANSITION | | |
0089 402-07432 1239.000 TON | 57.20000 70870.80| 64.00000 79296.00| 55.00000 68145.00
HMA SURFACE, TYPE A | | |
0090 402-07435 1945.000 TON | 54.08000 105185.60| 55.00000 106975.00| 52.00000 101140.00
HMA INTERMEDIATE, TYPE A | | |
0091 601-01522 28.000 EACH | 1962.48000 54949.44| 1945.00000 54460.00| 1945.00000 54460.00
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -16
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 601-06233 4.000 EACH | 8061.04000 32244.16| 7990.00000 31960.00| 7900.00000 31600.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0093 601-06416 4.000 EACH | 544.96000 2179.84| 540.00000 2160.00| 425.00000 1700.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
ED, W1, TL-3 | | |
0094 601-94689 14.000 EACH | 2310.88000 32352.32| 2290.00000 32060.00| 2600.00000 36400.00
GUARDRAIL END TREATMENT, OS | | |
0095 601-94690 10.000 EACH | 3622.32000 36223.20| 3590.00000 35900.00| 4100.00000 41000.00
GUARDRAIL END TREATMENT, MS | | |
0096 601-99105 11675.000 LFT | 16.34000 190769.50| 16.20000 189135.00| 17.40000 203145.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0097 601-99108 1188.000 LFT | 25.22000 29961.36| 25.00000 29700.00| 25.30000 30056.40
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0098 602-06729 132.000 EACH | 13.11000 1730.52| 13.00000 1716.00| 13.05000 1722.60
BARRIER DELINEATOR | | |
0099 603-06040 32022.000 LFT | 5.04000 161390.88| 5.00000 160110.00| 5.45000 174519.90
FENCE, FARM FIELD, 47 IN | | |
0100 603-92636 717.000 LFT | 31.27000 22420.59| 31.00000 22227.00| 22.00000 15774.00
FENCE, CHAIN LINK, 72 IN | | |
0101 605-05523 171.000 LFT | 20.80000 3556.80| 25.00000 4275.00| 20.00000 3420.00
CURB, HMA | | |
0102 609-06257 404.000 SYS | 79.22000 32004.88| 60.00000 24240.00| 46.41000 18749.64
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN | | |
0103 609-06259 1299.000 SYS | 75.15000 97619.85| 62.50000 81187.50| 67.27000 87383.73
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0104 610-07487 207.000 TON | 57.20000 11840.40| 125.00000 25875.00| 55.00000 11385.00
HMA FOR APPROACHES, TYPE B | | |
0105 611-06497 4.000 EACH | 186.16000 744.64| 184.00000 736.00| 200.00000 800.00
MAILBOX ASSEMBLY, SINGLE | | |
0106 615-06490 64.000 EACH | 159.12000 10183.68| 157.00000 10048.00| 125.00000 8000.00
RIGHT OF WAY MARKER | | |
0107 615-06505 16.000 EACH | 633.36000 10133.76| 627.00000 10032.00| 585.00000 9360.00
MONUMENT, B | | |
0108 615-06510 35.000 EACH | 408.72000 14305.20| 405.00000 14175.00| 475.00000 16625.00
MONUMENT, C | | |
0109 615-06527 3.000 EACH | 472.16000 1416.48| 468.00000 1404.00| 550.00000 1650.00
MONUMENT, SECTION CORNER | | |
0110 615-06530 4.000 EACH | 953.68000 3814.72| 945.00000 3780.00| 645.00000 2580.00
BENCH MARK POST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -17
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0111 616-02320 38412.800 SYS | 1.54000 59155.71| 2.00000 76825.60| 1.13000 43406.46
GEOTEXTILES | | |
0112 616-05689 6992.000 TON | 30.40000 212556.80| 33.00000 230736.00| 26.32000 184029.44
RIPRAP, CLASS 2 | | |
0113 616-06405 6358.100 TON | 23.19000 147444.34| 23.00000 146236.30| 21.31000 135491.11
RIPRAP, REVETMENT | | |
0114 621-01004 2.000 EACH | 624.00000 1248.00| 900.00000 1800.00| 900.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0115 621-02770 214791.000 SYS | 1.04000 223382.64| 0.78000 167536.98| 0.78000 167536.98
EROSION CONTROL BLANKET | | |
0116 621-06545 26.000 TON | 624.00000 16224.00| 525.00000 13650.00| 525.00000 13650.00
FERTILIZER | | |
0117 621-06553 10676.000 LBS | 3.32000 35444.32| 2.70000 28825.20| 2.70000 28825.20
SEED MIXTURE, R | | |
0118 621-06565 126.000 TON | 426.40000 53726.40| 380.00000 47880.00| 380.00000 47880.00
MULCHING MATERIAL | | |
0119 621-06567 228.000 kGAL | 5.20000 1185.60| 0.50000 114.00| 0.50000 114.00
WATER | | |
0120 621-06574 23428.900 SYS | 3.72000 87155.51| 2.59000 60680.85| 0.55000 12885.90
SODDING | | |
0121 622-52436 17.000 EACH | 23.20000 394.40| 45.00000 765.00| 45.00000 765.00
SIGN, DO NOT MOW OR SPRAY | | |
0122 628-09403 32.000 MOS | 1499.55000 47985.60| 2000.00000 64000.00| 2414.38000 77260.16
FIELD OFFICE, C | | |
0123 628-09407 96.000 MOS | 81.69000 7842.24| 100.00000 9600.00| 93.75000 9000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0125 701-02936 7916.000 LFT | 72.19000 571456.04| 55.00000 435380.00| 53.77000 425643.32
PILE, STEEL H, HP 14 IN X 89 | | |
0126 701-02938 120.000 LFT | 189.78000 22773.60| 200.00000 24000.00| 450.00000 54000.00
CORED HOLE IN ROCK, 24 IN | | |
0127 701-05671 366.000 LFT | 543.37000 198873.42| 450.00000 164700.00| 325.00000 118950.00
PERMANENT CASING , 72" DIA | | |
0128 701-05780 536.000 CYS | 1048.48000 561985.28| 925.00000 495800.00| 859.64000 460767.04
DRILLED SHAFT CONCRETE | | |
0129 701-05781 70.400 CYS | 762.36000 53670.14| 700.00000 49280.00| 753.64000 53056.26
UNCLASSIFIED SHAFT EXCAVATION , 66" | | |
0130 701-05781 383.300 CYS | 168.62000 64632.05| 150.00000 57495.00| 87.08000 33377.76
UNCLASSIFIED SHAFT EXCAVATION , 72 | | |
0132 701-05782 21.200 CYS | 728.00000 15433.60| 700.00000 14840.00| 377.06000 7993.67
UNCLASSIFIED EXTRA DEPTH EXCAVATION , | | |
66" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -18
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 701-05783 48.000 HRS | 130.00000 6240.00| 125.00000 6000.00| 1009.21000 48442.08
OBSTRUCTIONS | | |
0135 701-05785 566.000 LFT | 29.40000 16640.40| 35.00000 19810.00| 24.68000 13968.88
EXPLORATION (SHAFT EXCAVATION) | | |
0136 701-05787 LUMP | 4680.00000 4680.00| 20000.00000 20000.00| 25000.00000 25000.00
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 6 | | |
0137 701-06011 18.000 EACH | 1040.00000 18720.00| 375.00000 6750.00| 1706.06000 30709.08
DYNAMIC PILE LOAD TEST | | |
0138 701-08253 20.000 EACH | 460.02000 9200.40| 575.00000 11500.00| 355.88000 7117.60
PILE SLEEVES | | |
0139 701-09557 1173.000 LFT | 52.00000 60996.00| 45.00000 52785.00| 65.00000 76245.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0140 701-09559 18.000 EACH | 835.28000 15035.04| 450.00000 8100.00| 1300.00000 23400.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0141 701-09683 74.000 EACH | 108.93000 8060.82| 125.00000 9250.00| 125.00000 9250.00
PILE SHOE, HP 12 X 74 | | |
0142 701-09684 164.000 EACH | 136.16000 22330.24| 150.00000 24600.00| 175.00000 28700.00
PILE SHOE, HP 14 X 89 | | |
0143 701-09693 78.000 LFT | 151.85000 11844.30| 45.00000 3510.00| 135.33000 10555.74
TEST PILE, DYNAMIC, HP, 12 X 74 NON-PRO | | |
0146 701-92043 152.000 LFT | 158.58000 24104.16| 200.00000 30400.00| 450.00000 68400.00
CORED HOLE IN ROCK, 18 IN | | |
0147 701-95780 3971.000 LFT | 67.89000 269591.19| 50.00000 198550.00| 40.00000 158840.00
PILE, STEEL H, HP 12 IN X 74 | | |
0150 702-05533 LUMP | 39830.35000 39830.35| 40000.00000 40000.00| 30234.72000 30234.72
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 2 | | |
0151 702-51005 1322.700 CYS | 462.66000 611960.38| 500.00000 661350.00| 400.00000 529080.00
CONCRETE, A, SUBSTRUCTURE | | |
0152 702-51015 886.800 CYS | 197.35000 175009.98| 275.00000 243870.00| 300.00000 266040.00
CONCRETE, B, FOOTINGS | | |
0153 702-51863 56.000 EACH | 11.61000 650.16| 20.00000 1120.00| 30.10000 1685.60
FIELD DRILLED HOLE IN CONCRETE | | |
0154 702-92857 290.900 CYS | 441.02000 128292.72| 400.00000 116360.00| 351.80000 102338.62
CONCRETE, C, SUBSTRUCTURE | | |
0155 703-01540 288.000 EACH | 27.07000 7796.16| 25.00000 7200.00| 33.05000 9518.40
THREADED TIE BAR ASSEMBLY | | |
0156 703-06028 285768.000 LBS | 0.97000 277194.96| 1.00000 285768.00| 0.77000 220041.36
REINFORCING BARS | | |
0157 703-06029 1201715.000 LBS | 0.92000 1105577.80| 0.92000 1105577.80| 0.83000 997423.45
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -19
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0158 704-51002 3134.200 CYS | 482.84000 1513317.13| 475.00000 1488745.00| 503.77000 1578915.93
CONCRETE, C, SUPERSTRUCTURE | | |
0159 706-05732 8.000 EACH | 1300.00000 10400.00| 1250.00000 10000.00| 1400.00000 11200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0160 706-05734 16.000 EACH | 1534.00000 24544.00| 1475.00000 23600.00| 2200.00000 35200.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0161 706-51020 509.100 CYS | 195.40000 99478.14| 182.00000 92656.20| 180.00000 91638.00
CONCRETE, C, RAILING | | |
0162 707-08643 3866.000 LFT | 233.45000 902517.70| 275.00000 1063150.00| 228.00000 881448.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 60" X 48" | | |
0163 707-09634 1950.000 LFT | 264.01000 514819.50| 285.00000 555750.00| 230.00000 448500.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 48 IN. X 49 IN. | | |
0164 709-51821 LUMP | 8216.00000 8216.00| 8690.00000 8690.00| 9053.43000 9053.43
SURFACE SEAL , STR NO 2 | | |
0165 709-51821 LUMP | 3640.00000 3640.00| 2910.00000 2910.00| 3826.20000 3826.20
SURFACE SEAL , STR NO 1 | | |
0166 709-51821 LUMP | 3640.00000 3640.00| 2980.00000 2980.00| 2894.61000 2894.61
SURFACE SEAL , STR NO 4 | | |
0167 711-51038 LUMP | 887135.83000 887135.83| 915000.00000 915000.00| 1038156.93000 1038156.93
STRUCTURAL STEEL , STR NO 2 | | |
0168 711-51070 24.000 EACH | 151.70000 3640.80| 50.00000 1200.00| 175.00000 4200.00
ANCHOR PLATE, AP 1 | | |
0169 714-01366 340.000 LFT | 353.09000 120050.60| 450.00000 153000.00| 400.00000 136000.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0170 714-04854 274.000 LFT | 217.93000 59712.82| 375.00000 102750.00| 225.00000 61650.00
STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | |
X 3FT | | |
0171 714-06056 225.000 LFT | 397.01000 89327.25| 560.00000 126000.00| 425.00000 95625.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
11FT X 4FT | | |
0173 714-26702 740.000 LFT | 194.79000 144144.60| 263.00000 194620.00| 200.00000 148000.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 3FT | | |
0175 714-26724 304.000 LFT | 470.97000 143174.88| 610.00000 185440.00| 650.00000 197600.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
12FT X 4FT | | |
0176 715-04522 2.000 EACH | 1735.68000 3471.36| 1400.00000 2800.00| 1000.00000 2000.00
PIPE END SECTION, 42 IN | | |
0177 715-05019 147.000 LFT | 69.18000 10169.46| 85.00000 12495.00| 60.00000 8820.00
PIPE, TYPE 1, CIRCULAR, 36 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -20
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0178 715-05048 55737.000 LFT | 1.74000 96982.38| 2.10000 117047.70| 2.10000 117047.70
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0179 715-05053 8320.000 LFT | 21.13000 175801.60| 10.00000 83200.00| 10.00000 83200.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0180 715-05149 1037.000 LFT | 29.07000 30145.59| 39.00000 40443.00| 23.00000 23851.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0181 715-05151 1559.000 LFT | 25.91000 40393.69| 42.00000 65478.00| 28.00000 43652.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0182 715-05169 245.000 LFT | 26.00000 6370.00| 42.00000 10290.00| 28.00000 6860.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0183 715-05171 189.000 LFT | 34.85000 6586.65| 42.00000 7938.00| 30.00000 5670.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0184 715-05173 86.000 LFT | 60.57000 5209.02| 50.00000 4300.00| 36.70000 3156.20
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
0185 715-05178 56.000 LFT | 139.66000 7820.96| 110.00000 6160.00| 75.00000 4200.00
PIPE, TYPE 3, CIRCULAR, 42 IN. | | |
0186 715-05407 883.000 LFT | 5.65000 4988.95| 8.00000 7064.00| 6.15000 5430.45
PIPE, END BENT DRAIN, 6 IN | | |
0187 715-06471 4.000 EACH | 571.99000 2287.96| 1500.00000 6000.00| 819.53000 3278.12
PIPE END SECTION, MIN AREA 3.3 SF | | |
0188 715-08243 81.000 LFT | 79.74000 6458.94| 110.00000 8910.00| 71.32000 5776.92
PIPE, TYPE 3, DEFORMED, MIN AREA 3.3 SF | | |
0189 715-09064 863.000 LFT | 3.90000 3365.70| 4.00000 3452.00| 1.20000 1035.60
VIDEO INSPECTION FOR PIPE | | |
0190 715-46000 2.000 EACH | 186.56000 373.12| 500.00000 1000.00| 233.38000 466.76
PIPE END SECTION, 12 IN | | |
0191 715-46005 27.000 EACH | 249.24000 6729.48| 600.00000 16200.00| 256.27000 6919.29
PIPE END SECTION, 15 IN | | |
0192 715-46010 6.000 EACH | 335.99000 2015.94| 625.00000 3750.00| 301.71000 1810.26
PIPE END SECTION, 18 IN | | |
0193 715-46020 2.000 EACH | 390.46000 780.92| 650.00000 1300.00| 405.08000 810.16
PIPE END SECTION, 24 IN | | |
0194 715-46040 2.000 EACH | 722.82000 1445.64| 1000.00000 2000.00| 681.36000 1362.72
PIPE END SECTION, 36 IN | | |
0195 718-06528 89.000 EACH | 526.58000 46865.62| 455.00000 40495.00| 455.00000 40495.00
OUTLET PROTECTOR, 1 | | |
0196 718-06532 6500.000 LFT | 0.88000 5720.00| 0.50000 3250.00| 0.50000 3250.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0197 718-52610 5017.000 CYS | 29.15000 146245.55| 31.25000 156781.25| 31.25000 156781.25
AGGREGATE FOR UNDERDRAINS | | |
0198 718-99153 50576.000 SYS | 0.80000 40460.80| 0.65000 32874.40| 0.65000 32874.40
GEOTEXTILES FOR UNDERDRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -21
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0199 720-45065 19.000 EACH | 1778.08000 33783.52| 3000.00000 57000.00| 3269.86000 62127.34
INLET, N12 | | |
0200 720-45066 2.000 EACH | 1694.67000 3389.34| 3200.00000 6400.00| 3269.87000 6539.74
INLET, N12, MODIFIED | | |
0201 720-45405 5.000 EACH | 2222.89000 11114.45| 3000.00000 15000.00| 2234.95000 11174.75
MANHOLE, B4 | | |
0202 731-93945 14792.000 SFT | 16.02000 236967.84| 14.00000 207088.00| 13.00000 192296.00
FACE PANELS, CONCRETE | | |
0203 731-93946 14792.000 SFT | 6.72000 99402.24| 7.50000 110940.00| 3.50000 51772.00
WALL ERECTION | | |
0204 731-93947 853.000 LFT | 19.80000 16889.40| 20.00000 17060.00| 21.46000 18305.38
LEVELING PAD, CONCRETE | | |
0205 801-04308 15.000 EACH | 618.80000 9282.00| 250.00000 3750.00| 595.00000 8925.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0206 801-06640 20.000 EACH | 410.80000 8216.00| 180.00000 3600.00| 395.00000 7900.00
CONSTRUCTION SIGN, A | | |
0207 801-06775 LUMP | 34270.02000 34270.02| 15000.00000 15000.00| 400000.00000 400000.00
MAINTAINING TRAFFIC | | |
0208 801-07118 108.000 LFT | 18.72000 2021.76| 15.00000 1620.00| 18.00000 1944.00
BARRICADE, III-A | | |
0209 801-07119 144.000 LFT | 20.74000 2986.56| 15.00000 2160.00| 19.95000 2872.80
BARRICADE, III-B | | |
0210 802-04893 10.000 EACH | 374.40000 3744.00| 165.00000 1650.00| 38.00000 380.00
REFERENCE POST | | |
0211 802-05701 158.000 LFT | 13.52000 2136.16| 13.00000 2054.00| 16.00000 2528.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0212 802-07057 15.000 SFT | 54.08000 811.20| 52.00000 780.00| 29.00000 435.00
SIGN, PANEL, WITH LEGEND | | |
0213 802-07151 2.000 EACH | 670.80000 1341.60| 645.00000 1290.00| 500.00000 1000.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0214 802-09838 48.250 SFT | 29.64000 1430.13| 28.50000 1375.13| 18.25000 880.56
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0215 802-09840 8.000 SFT | 30.16000 241.28| 29.00000 232.00| 32.00000 256.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0216 802-76095 232.000 LBS | 4.26000 988.32| 4.10000 951.20| 6.75000 1566.00
STRUCTURAL STEEL, BREAKAWAY | | |
0217 804-06725 30.000 EACH | 21.18000 635.40| 21.00000 630.00| 23.00000 690.00
DELINEATOR WITH POST, D1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -22
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0218 804-06740 8.000 EACH | 22.19000 177.52| 22.00000 176.00| 24.00000 192.00
DELINEATOR WITH POST, D2 | | |
0219 804-06770 89.000 EACH | 20.17000 1795.13| 20.00000 1780.00| 22.00000 1958.00
DELINEATOR POST | | |
0220 808-75998 377.000 EACH | 19.67000 7415.59| 18.92000 7132.84| 24.95000 9406.15
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0229 709-51821 LUMP | 8216.00000 8216.00| 8690.00000 8690.00| 9053.43000 9053.43
SURFACE SEAL , STR NO 3 | | |
0230 711-51038 LUMP | 887135.83000 887135.83| 915000.00000 915000.00| 1000000.00000 1000000.00
STRUCTURAL STEEL , STR NO 3 | | |
0231 206-51235 LUMP | 107996.73000 107996.73| 155000.00000 155000.00| 100000.00000 100000.00
COFFERDAM , STR NO 3 | | |
0232 702-05533 LUMP | 39830.35000 39830.35| 40000.00000 40000.00| 50000.00000 50000.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 3 | | |
0233 702-05533 LUMP | 10874.62000 10874.62| 8000.00000 8000.00| 5000.00000 5000.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 6 | | |
0234 709-51821 LUMP | 6656.00000 6656.00| 6550.00000 6550.00| 6998.37000 6998.37
SURFACE SEAL , STR NO 6 | | |
0235 701-05787 LUMP | 18639.16000 18639.16| 20000.00000 20000.00| 19088.36000 19088.36
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 5 | | |
0236 702-05533 LUMP | 10874.62000 10874.62| 8000.00000 8000.00| 3888.63000 3888.63
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
, MODIFIED, STR NO 5 | | |
0237 709-51821 LUMP | 6656.00000 6656.00| 6380.00000 6380.00| 6928.89000 6928.89
SURFACE SEAL , STR NO 5 | | |
0239 105-09645 LUMP | 22578.55000 22578.55| 70000.00000 70000.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0240 608-09748 296200.000 LFT | 0.47000 139214.00| 0.36000 106632.00| 0.43000 127366.00
PREFABRICATED VERTICAL DRAIN | | |
0241 714-09756 459.000 LFT | 846.69000 388630.71| 1034.00000 474606.00| 950.00000 436050.00
STRUCTURE PRECAST REINFORCED CONCRETE | | |
BOX SECTIONS 18 FT X 8 FT | | |
0242 207-08263 131201.000 SYS | 3.95000 518243.95| 3.75000 492003.75| 3.90000 511683.90
SUBGRADE TREATMENT, TYPE IA | | |
0243 207-08265 5857.000 SYS | 4.33000 25360.81| 3.00000 17571.00| 5.30000 31042.10
SUBGRADE TREATMENT, TYPE IIA | | |
0244 207-08267 20617.000 SYS | 4.99000 102878.83| 6.50000 134010.50| 5.30000 109270.10
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 200 -23
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : IR-33633-A COUNTIES : PIKE
LETTING DATE : 02/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 32-0289822 |( 6 ) 36-2231526
|FORCE CONSTRUCTION CO INC |KOLB GRADING LLC |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0245 211-09264 7506.000 CYS | 15.90000 119345.40| 29.00000 217674.00| 36.78000 276070.68
STRUCTURAL BACKFILL, TYPE 1 | | |
0246 214-07202 963.000 SYS | 1.97000 1897.11| 4.00000 3852.00| 2.38000 2291.94
GEOGRID, TYPE I | | |
0247 302-07455 39.000 CYS | 71.30000 2780.70| 55.00000 2145.00| 55.03000 2146.17
DENSE GRADED SUBBASE | | |
0248 808-06713 11503.000 LFT | 0.20000 2300.60| 0.15000 1725.45| 0.20000 2300.60
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0249 808-06714 11503.000 LFT | 0.20000 2300.60| 0.15000 1725.45| 0.20000 2300.60
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0250 808-10033 1960.000 LFT | 0.67000 1313.20| 2.25000 4410.00| 0.65000 1274.00
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0251 808-10034 1960.000 LFT | 0.67000 1313.20| 2.25000 4410.00| 0.65000 1274.00
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0252 808-10054 490.000 LFT | 0.88000 431.20| 2.50000 1225.00| 0.85000 416.50
LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | |
SECTION TOTALS | $ 17,187,891.00| $ 18,549,922.10| $ 18,639,925.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS
| | |
0221 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0222 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0223 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0224 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0225 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0226 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0227 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0228 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 25,894,466.00| $ 26,491,954.05| $ 27,565,005.58
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -29853-B COUNTIES : FLOYD HARRISON
LETTING DATE : 02/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/11
LOCATION : ON I-64 FROM 0.53 MILE WEST OF SR 135 TO 0.16 MILE WEST OF PROJECT(S) : 0501208
SR 62/SR 64 INTERCHANGE
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 3,988,000.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 4,072,000.00 102.1063%
3 35-0626844 J H RUDOLPH & COMPANY $ 4,496,000.00 112.7382%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 260 -2
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29853-B COUNTIES : FLOYD HARRISON
LETTING DATE : 02/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-0626844
|GOHMANN ASPHALT & CONSTRUCTI |MAC CONSTRUCTION & EXCAVATIN |J H RUDOLPH & 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 | 6500.00000 6500.00| 20000.00000 20000.00| 8002.14000 8002.14
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 120.00000 480.00| 250.00000 1000.00| 100.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 60.000 MOS | 20.00000 1200.00| 110.00000 6600.00| 70.00000 4200.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 199000.00000 199000.00| 200000.00000 200000.00| 224000.00000 224000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-90277 1.000 EACH | 100.00000 100.00| 360.00000 360.00| 100.00000 100.00
DETECTOR HOUSING, REMOVE | | |
0015 303-01180 200.000 TON | 24.00000 4800.00| 40.00000 8000.00| 50.00000 10000.00
COMPACTED AGGREGATE, NO. 53 | | |
0017 304-07783 1250.000 TON | 105.00000 131250.00| 80.00000 100000.00| 108.00000 135000.00
HMA PATCHING, TYPE D | | |
0019 306-08043 100.000 SYS | 3.00000 300.00| 6.00000 600.00| 0.25000 25.00
MILLING, TRANSITION | | |
0020 306-08432 1926.000 SYS | 3.50000 6741.00| 0.80000 1540.80| 2.00000 3852.00
MILLING, APPROACH | | |
0021 401-06264 LUMP | 5000.00000 5000.00| 7200.00000 7200.00| 5500.00000 5500.00
PROFILOGRAPH, HMA | | |
0023 401-07429 1110.000 TON | 86.00000 95460.00| 60.00000 66600.00| 60.00000 66600.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 260 -3
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29853-B COUNTIES : FLOYD HARRISON
LETTING DATE : 02/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-0626844
|GOHMANN ASPHALT & CONSTRUCTI |MAC CONSTRUCTION & EXCAVATIN |J H RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0025 402-07785 1110.000 TON | 58.00000 64380.00| 60.00000 66600.00| 70.00000 77700.00
HMA INTERMEDIATE, TYPE D | | |
0026 406-05520 112.000 TON | 450.00000 50400.00| 500.00000 56000.00| 550.00000 61600.00
ASPHALT FOR TACK COAT | | |
0027 408-07478 100.000 TON | 600.00000 60000.00| 950.00000 95000.00| 950.00000 95000.00
CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | |
ROUT AND SEAL | | |
0028 506-06333 100.000 SYS | 150.00000 15000.00| 175.00000 17500.00| 200.00000 20000.00
PCCP PATCHING, FULL DEPTH | | |
0030 610-07788 159.000 TON | 130.00000 20670.00| 105.00000 16695.00| 115.00000 18285.00
HMA FOR APPROACHES, TYPE D | | |
0033 628-09403 15.000 MOS | 2200.00000 33000.00| 1500.00000 22500.00| 1160.00000 17400.00
FIELD OFFICE, C | | |
0034 628-09407 45.000 MOS | 50.00000 2250.00| 100.00000 4500.00| 115.00000 5175.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 each | | |
0037 801-01093 12.000 EACH | 850.00000 10200.00| 850.00000 10200.00| 850.00000 10200.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0038 801-03290 2.000 EACH | 222.00000 444.00| 222.00000 444.00| 222.00000 444.00
CONSTRUCTION SIGN, C | | |
0039 801-06207 15000.000 LFT | 1.50000 22500.00| 1.30000 19500.00| 1.20000 18000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0040 801-06640 50.000 EACH | 145.00000 7250.00| 145.00000 7250.00| 145.00000 7250.00
CONSTRUCTION SIGN, A | | |
0041 801-06710 240.000 DAY | 12.00000 2880.00| 12.00000 2880.00| 12.00000 2880.00
FLASHING ARROW SIGN | | |
0042 801-06775 LUMP | 53579.44000 53579.44| 297594.08000 297594.08| 325000.00000 325000.00
MAINTAINING TRAFFIC | | |
0043 801-09133 4.000 EACH | 4500.00000 18000.00| 4500.00000 18000.00| 4500.00000 18000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0044 805-09281 LUMP | 365000.00000 365000.00| 383000.00000 383000.00| 364000.00000 364000.00
WIM STATION, QUARTZ | | |
0045 805-78470 250.000 LFT | 0.30000 75.00| 0.12000 30.00| 0.30000 75.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0046 805-78510 25.000 LFT | 0.60000 15.00| 2.40000 60.00| 0.60000 15.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0047 805-78785 1.000 EACH | 450.00000 450.00| 850.00000 850.00| 450.00000 450.00
SIGNAL DETECTOR HOUSING | | |
0048 805-78795 80.000 LFT | 5.00000 400.00| 8.55000 684.00| 5.00000 400.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/23/11
PAGE : 260 -4
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29853-B COUNTIES : FLOYD HARRISON
LETTING DATE : 02/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-0626844
|GOHMANN ASPHALT & CONSTRUCTI |MAC CONSTRUCTION & EXCAVATIN |J H RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0049 808-06701 123.000 LFT | 0.51000 62.73| 0.51000 62.73| 0.51000 62.73
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0050 808-06702 34575.000 LFT | 0.58000 20053.50| 0.58000 20053.50| 0.58000 20053.50
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | |
0051 808-06703 145790.000 LFT | 0.33000 48110.70| 0.33000 48110.70| 0.33000 48110.70
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0052 808-06705 13760.000 LFT | 0.90000 12384.00| 0.90000 12384.00| 0.90000 12384.00
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0053 808-06713 1580.000 LFT | 0.87000 1374.60| 0.87000 1374.60| 0.87000 1374.60
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0054 808-06714 1580.000 LFT | 0.87000 1374.60| 0.87000 1374.60| 0.87000 1374.60
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0055 808-75001 395.000 LFT | 1.00000 395.00| 1.00000 395.00| 1.00000 395.00
LINE, PAINT, BROKEN, WHITE, 5 IN | | |
0056 808-75245 145335.000 LFT | 0.34000 49413.90| 0.34000 49413.90| 0.34000 49413.90
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0057 808-75272 2519.000 LFT | 4.45000 11209.55| 4.45000 11209.55| 4.45000 11209.55
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, CROSSHATCH LINE, WHITE, 24" | | |
0058 808-75297 80.000 LFT | 4.45000 356.00| 4.45000 356.00| 4.45000 356.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0059 808-75320 4.000 EACH | 82.00000 328.00| 82.00000 328.00| 82.00000 328.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0060 808-75325 2.000 EACH | 112.00000 224.00| 112.00000 224.00| 112.00000 224.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0061 808-75996 2356.000 EACH | 5.00000 11780.00| 8.00000 18848.00| 0.83000 1955.48
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0062 808-75998 2356.000 EACH | 15.25000 35929.00| 14.00000 32984.00| 15.25000 35929.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0064 401-07337 33323.000 TON | 77.10000 2569203.30| 72.00000 2399256.00| 82.00000 2732486.00
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0065 306-08034 403914.000 SYS | 0.12000 48469.68| 0.11000 44430.54| 0.20000 80782.80
MILLING, ASPHALT, 1 1/2 IN | | |
SECTION TOTALS | $ 3,988,000.00| $ 4,072,000.00| $ 4,496,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,988,000.00| $ 4,072,000.00| $ 4,496,000.00
====================================================================================================================================