INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -1
VENDOR RANKING
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : NEW ROAD, BRIDGES AND BRIDGE REPLACEMENT COMPLETION DATE : 06/30/13
LOCATION : ON US 31 FROM 0.532 MILE NORTH OF US 6 TO PROJECT(S) : 0710728
0.316 MILE SOUTH OF SR 4 0710743
0710744
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 24,172,168.84 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 25,159,965.12 104.0865%
3 35-1139301 E & B PAVING INC $ 26,339,878.50 108.9678%
4 35-0997978 PHEND & BROWN INC $ 27,556,944.72 114.0028%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -2
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 250000.00000 250000.00| 300000.00000 300000.00| 30000.00000 30000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 6.000 EACH | 100.00000 600.00| 100.00000 600.00| 60.00000 360.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 180.000 MOS | 50.00000 9000.00| 100.00000 18000.00| 60.00000 10800.00
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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 1200000.00000 1200000.00| 1804000.00000 1804000.00| 1310000.00000 1310000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 113-01614 LUMP | 25000.00000 25000.00| 17900.00000 17900.00| 17900.00000 17900.00
PARTNERING OVERHEAD | | |
0015 201-52370 LUMP | 500000.00000 500000.00| 475000.00000 475000.00| 395000.00000 395000.00
CLEARING RIGHT OF WAY | | |
0016 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
104 | | |
0018 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
107 | | |
0019 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
109 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -3
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0027 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
94 | | |
0028 202-03000 LUMP | 3000.00000 3000.00| 10500.00000 10500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
95 | | |
0029 202-03000 LUMP | 3000.00000 3000.00| 10500.00000 10500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
96 | | |
0030 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
97 | | |
0031 202-03000 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 3000.00000 3000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
98 | | |
0032 202-51330 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | |
0033 202-51330 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | |
0034 202-74035 1.000 EACH | 20.00000 20.00| 75.00000 75.00| 45.00000 45.00
SIGN, REMOVE | | |
0035 202-74045 14.000 EACH | 30.00000 420.00| 75.00000 1050.00| 17.80000 249.20
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0036 202-99187 1139.000 LFT | 5.00000 5695.00| 2.00000 2278.00| 1.00000 1139.00
FENCE, FARM FIELD, REMOVE | | |
0037 203-02000 64729.000 CYS | 12.53000 811054.37| 19.00000 1229851.00| 12.35000 799403.15
EXCAVATION, COMMON | | |
0039 203-02100 19103.000 CYS | 7.85000 149958.55| 18.00000 343854.00| 7.85000 149958.55
EXCAVATION, PEAT | | |
0040 203-51223 1014.400 CYS | 6.00000 6086.40| 6.00000 6086.40| 6.00000 6086.40
EXCAVATION, WATERWAY | | |
0041 205-03371 3900.500 CYS | 10.60000 41345.30| 0.50000 1950.25| 10.60000 41345.30
SEDIMENT, REMOVE | | |
0042 205-06930 10.400 TON | 39.75000 413.40| 59.00000 613.60| 39.75000 413.40
SPLASHPAD, RIPRAP | | |
0043 205-06931 333.500 TON | 37.20000 12406.20| 30.00000 10005.00| 37.20000 12406.20
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0044 205-06933 39.000 EACH | 85.00000 3315.00| 85.00000 3315.00| 258.30000 10073.70
TEMPORARY DITCH INLET PROTECTION | | |
0045 205-06936 498.000 TON | 35.30000 17579.40| 33.00000 16434.00| 35.30000 17579.40
TEMPORARY SEDIMENT TRAP | | |
0046 205-06937 66777.000 LFT | 0.50000 33388.50| 0.14000 9348.78| 1.34000 89481.18
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -4
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0047 205-06938 586.000 LFT | 11.15000 6533.90| 1.00000 586.00| 11.15000 6533.90
TEMPORARY SLOPE DRAIN | | |
0048 205-09543 1555.600 TON | 25.90000 40290.04| 35.00000 54446.00| 25.90000 40290.04
NO 2 STONE | | |
0049 206-51230 535.000 CYS | 6.00000 3210.00| 6.00000 3210.00| 6.00000 3210.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0050 207-08262 324399.300 SYS | 3.75000 1216497.38| 4.19000 1359233.07| 4.74000 1537652.68
SUBGRADE TREATMENT, TYPE I | | |
0051 207-08267 2801.400 SYS | 9.68000 27117.55| 1.00000 2801.40| 9.68000 27117.55
SUBGRADE TREATMENT, TYPE IIIA | | |
0052 210-07095 LUMP | 42475.00000 42475.00| 51000.00000 51000.00| 42475.00000 42475.00
TEMPORARY EROSION CONTROL MEASURES, | | |
MAINTAIN | | |
0053 211-02050 25845.000 CYS | 21.19000 547655.55| 35.00000 904575.00| 21.19000 547655.55
B BORROW | | |
0054 211-06467 181.000 CYS | 45.00000 8145.00| 45.00000 8145.00| 45.00000 8145.00
AGGREGATE FOR END BENT BACKFILL | | |
0055 211-09264 1053.900 CYS | 16.70000 17600.13| 10.00000 10539.00| 16.70000 17600.13
STRUCTURAL BACKFILL, TYPE 1 | | |
0056 211-09266 18325.000 CYS | 24.25000 444381.25| 24.25000 444381.25| 24.25000 444381.25
STRUCTURAL BACKFILL, TYPE 3 | | |
0057 211-09267 101.200 CYS | 75.00000 7590.00| 75.00000 7590.00| 75.00000 7590.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0058 301-07448 34015.900 TON | 17.00000 578270.30| 16.00000 544254.40| 15.00000 510238.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0059 302-06464 819.000 CYS | 48.00000 39312.00| 48.00000 39312.00| 32.00000 26208.00
SUBBASE FOR PCCP | | |
0060 302-07455 294.000 CYS | 45.00000 13230.00| 50.00000 14700.00| 45.00000 13230.00
DENSE GRADED SUBBASE | | |
0061 302-08562 129.500 TON | 35.00000 4532.50| 38.00000 4921.00| 35.00000 4532.50
COARSE AGGREGATE, 8 | | |
0062 303-01180 50707.400 TON | 8.50000 431012.90| 1.90000 96344.06| 15.00000 760611.00
COMPACTED AGGREGATE, NO. 53 | | |
0063 303-07449 57.000 TON | 65.00000 3705.00| 45.00000 2565.00| 30.00000 1710.00
COMPACTED AGGREGATE, NO. 73 | | |
0064 303-08210 707.000 TON | 18.70000 13220.90| 35.50000 25098.50| 18.70000 13220.90
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
0065 401-06264 LUMP | 25000.00000 25000.00| 15000.00000 15000.00| 8731.42000 8731.42
PROFILOGRAPH, HMA | | |
0066 401-07320 6120.700 TON | 44.00000 269310.80| 40.50000 247888.35| 56.00000 342759.20
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -5
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0067 401-07321 2354.100 TON | 45.00000 105934.50| 46.50000 109465.65| 58.00000 136537.80
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0068 401-07390 3958.100 TON | 39.00000 154365.90| 40.50000 160303.05| 49.00000 193946.90
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0069 401-07404 26502.600 TON | 43.00000 1139611.80| 49.50000 1311878.70| 49.00000 1298627.40
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0070 401-07406 13385.900 TON | 38.00000 508664.20| 38.50000 515357.15| 49.00000 655909.10
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0071 401-07423 9437.000 TON | 38.00000 358606.00| 41.50000 391635.50| 48.00000 452976.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0072 401-07429 31121.800 TON | 40.00000 1244872.00| 46.50000 1447163.70| 48.00000 1493846.40
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0073 401-08364 63305.100 TON | 42.00000 2658814.20| 43.50000 2753771.85| 45.00000 2848729.50
QC/QA-HMA, 4, 64, BASE, 19.0 MM | | |
0074 402-07432 5132.500 TON | 50.00000 256625.00| 49.50000 254058.75| 59.00000 302817.50
HMA SURFACE, TYPE A | | |
0075 402-07435 749.200 TON | 50.00000 37460.00| 43.50000 32590.20| 52.00000 38958.40
HMA INTERMEDIATE, TYPE A | | |
0076 406-05520 253.200 TON | 0.01000 2.53| 1.00000 253.20| 50.00000 12660.00
ASPHALT FOR TACK COAT | | |
0077 410-09530 15728.700 TON | 58.00000 912264.60| 74.50000 1171788.15| 78.00000 1226838.60
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm - SMA | | |
0078 501-06321 3276.000 SYS | 40.00000 131040.00| 29.00000 95004.00| 55.00000 180180.00
QC/QA-PCCP, 10 IN | | |
0079 503-05240 213.000 LFT | 12.00000 2556.00| 50.00000 10650.00| 12.00000 2556.00
D-1 CONTRACTION JOINT | | |
0080 601-01115 50.000 LFT | 60.00000 3000.00| 40.00000 2000.00| 60.00000 3000.00
GUARDRAIL, W BEAM, 1 FT 6.75 IN SPACING | | |
0081 601-01128 2.000 EACH | 1600.00000 3200.00| 1400.00000 2800.00| 1600.00000 3200.00
GUARDRAIL TRANSITION TYPE WGB | | |
0082 601-01522 45.000 EACH | 2100.00000 94500.00| 2050.00000 92250.00| 2100.00000 94500.00
GUARDRAIL TRANSITION TYPE TGB | | |
0083 601-01626 2.000 EACH | 1800.00000 3600.00| 1550.00000 3100.00| 1800.00000 3600.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0084 601-01848 1.000 EACH | 2000.00000 2000.00| 2045.00000 2045.00| 2000.00000 2000.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0085 601-06037 2.000 EACH | 1100.00000 2200.00| 920.00000 1840.00| 1100.00000 2200.00
GUARDRAIL END TREATMENT, I | | |
0086 601-06233 2.000 EACH | 8000.00000 16000.00| 8900.00000 17800.00| 8000.00000 16000.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -6
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0087 601-06247 4.000 EACH | 16000.00000 64000.00| 18000.00000 72000.00| 16000.00000 64000.00
IMPACT ATTENUATOR, R2, W2, TL-3 | | |
0088 601-94689 21.000 EACH | 2600.00000 54600.00| 2700.00000 56700.00| 2600.00000 54600.00
GUARDRAIL END TREATMENT, OS | | |
0089 601-94690 11.000 EACH | 3500.00000 38500.00| 4200.00000 46200.00| 3500.00000 38500.00
GUARDRAIL END TREATMENT, MS | | |
0090 601-99105 4800.700 LFT | 22.00000 105615.40| 18.30000 87852.81| 22.00000 105615.40
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0091 601-99106 100.000 LFT | 40.00000 4000.00| 30.00000 3000.00| 40.00000 4000.00
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0092 601-99108 2625.000 LFT | 32.00000 84000.00| 26.50000 69562.50| 32.00000 84000.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0093 602-06729 74.000 EACH | 4.85000 358.90| 4.85000 358.90| 4.85000 358.90
BARRIER DELINEATOR | | |
0094 603-06040 13636.000 LFT | 5.10000 69543.60| 6.75000 92043.00| 5.10000 69543.60
FENCE, FARM FIELD, 47 IN | | |
0095 603-10093 512.000 LFT | 24.20000 12390.40| 37.00000 18944.00| 24.20000 12390.40
FENCE, CHAIN LINK, PVC COATED, 84 IN. | | |
0096 605-06205 484.000 LFT | 32.16000 15565.44| 56.00000 27104.00| 41.28000 19979.52
CENTER CURB, B, CONCRETE | | |
0097 606-07484 112910.000 LFT | 0.18000 20323.80| 0.17000 19194.70| 0.13500 15242.85
MILLED HMA SHOULDER CORRUGATIONS | | |
0098 609-06259 1762.600 SYS | 65.00000 114569.00| 65.00000 114569.00| 65.00000 114569.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0099 610-07487 316.700 TON | 95.00000 30086.50| 71.50000 22644.05| 83.08330 26312.48
HMA FOR APPROACHES, TYPE B | | |
0100 610-08446 652.900 SYS | 40.00000 26116.00| 36.00000 23504.40| 43.31000 28277.10
PCCP FOR APPROACHES, 6 IN | | |
0101 611-06497 10.000 EACH | 140.00000 1400.00| 130.00000 1300.00| 51.65000 516.50
MAILBOX ASSEMBLY, SINGLE | | |
0102 611-06498 2.000 EACH | 160.00000 320.00| 130.00000 260.00| 71.65000 143.30
MAILBOX ASSEMBLY, DOUBLE | | |
0103 615-06490 44.000 EACH | 130.00000 5720.00| 140.00000 6160.00| 130.00000 5720.00
RIGHT OF WAY MARKER | | |
0104 615-06505 32.000 EACH | 510.00000 16320.00| 515.00000 16480.00| 510.00000 16320.00
MONUMENT, B | | |
0105 615-06515 2.000 EACH | 270.00000 540.00| 280.00000 560.00| 270.00000 540.00
MONUMENT, D | | |
0106 615-06527 5.000 EACH | 370.00000 1850.00| 380.00000 1900.00| 370.00000 1850.00
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -7
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 616-02320 10238.800 SYS | 1.64000 16791.63| 1.00000 10238.80| 1.17000 11979.40
GEOTEXTILES | | |
0108 616-05688 397.200 TON | 52.00000 20654.40| 50.00000 19860.00| 52.00000 20654.40
RIPRAP, CLASS 1 | | |
0109 616-06405 5195.600 TON | 33.83000 175767.15| 32.00000 166259.20| 36.35000 188860.06
RIPRAP, REVETMENT | | |
0110 621-01004 14.000 EACH | 275.00000 3850.00| 275.00000 3850.00| 275.00000 3850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0111 621-02770 36570.000 SYS | 1.02000 37301.40| 1.02000 37301.40| 1.02000 37301.40
EROSION CONTROL BLANKET | | |
0112 621-03787 1.000 LBS | 560.00000 560.00| 560.00000 560.00| 580.00000 580.00
SEED MIXTURE, D | | |
0113 621-06545 129.500 TON | 0.01000 1.30| 6.45000 835.28| 645.00000 83527.50
FERTILIZER | | |
0114 621-06553 15456.800 LBS | 0.01000 154.57| 0.37000 5719.02| 3.77000 58272.14
SEED MIXTURE, R | | |
0115 621-06555 35486.600 LBS | 0.01000 354.87| 0.78000 27679.55| 7.80000 276795.48
SEED MIXTURE, P | | |
0116 621-06557 82429.400 LBS | 0.01000 824.29| 0.21000 17310.17| 2.11000 173926.03
SEED MIXTURE, T | | |
0117 621-06565 1302.700 TON | 0.01000 13.03| 2.04000 2657.51| 204.00000 265750.80
MULCHING MATERIAL | | |
0118 621-06567 103.100 kGAL | 1.00000 103.10| 1.00000 103.10| 1.00000 103.10
WATER | | |
0119 621-06570 3402.500 CYS | 6.15000 20925.38| 0.50000 1701.25| 6.15000 20925.38
TOPSOIL | | |
0120 621-06574 15908.000 SYS | 2.57000 40883.56| 2.57000 40883.56| 2.57000 40883.56
SODDING | | |
0121 621-06575 20415.000 SYS | 2.57000 52466.55| 2.57000 52466.55| 2.57000 52466.55
SODDING, NURSERY | | |
0122 622-52436 4.000 EACH | 40.00000 160.00| 25.00000 100.00| 40.00000 160.00
SIGN, DO NOT MOW OR SPRAY | | |
0123 622-91786 57.000 EACH | 11.20000 638.40| 11.20000 638.40| 11.20000 638.40
SEEDLING | | |
0124 628-09403 60.000 MOS | 2200.00000 132000.00| 1.00000 60.00| 1935.00000 116100.00
FIELD OFFICE, C , 2 EACH | | |
0125 628-09407 120.000 MOS | 200.00000 24000.00| 1.00000 120.00| 150.00000 18000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 4 EACH | | |
0126 701-06011 11.000 EACH | 1000.00000 11000.00| 1000.00000 11000.00| 1000.00000 11000.00
DYNAMIC PILE LOAD TEST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -8
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0127 701-08253 16.000 EACH | 900.00000 14400.00| 900.00000 14400.00| 900.00000 14400.00
PILE SLEEVES | | |
0128 701-09557 952.000 LFT | 60.00000 57120.00| 60.00000 57120.00| 60.00000 57120.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0129 701-09559 11.000 EACH | 1100.00000 12100.00| 1100.00000 12100.00| 1100.00000 12100.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0130 701-09665 12946.000 LFT | 55.75000 721739.50| 55.75000 721739.50| 55.75000 721739.50
PILE, STEEL PIPE, 0.375 IN, 14 IN | | |
0131 701-09677 144.000 LFT | 90.00000 12960.00| 90.00000 12960.00| 90.00000 12960.00
PILE STEEL PIPE EPOXY COATED 0.375 IN, | | |
14 IN | | |
0132 702-51005 703.800 CYS | 265.00000 186507.00| 265.00000 186507.00| 265.00000 186507.00
CONCRETE, A, SUBSTRUCTURE | | |
0133 702-92857 250.100 CYS | 400.00000 100040.00| 400.00000 100040.00| 400.00000 100040.00
CONCRETE, C, SUBSTRUCTURE | | |
0134 703-06028 65187.000 LBS | 0.80000 52149.60| 0.80000 52149.60| 0.80000 52149.60
REINFORCING BARS | | |
0135 703-06029 561261.000 LBS | 0.95000 533197.95| 0.95000 533197.95| 0.95000 533197.95
REINFORCING BARS, EPOXY COATED | | |
0137 704-51002 1470.400 CYS | 500.00000 735200.00| 500.00000 735200.00| 500.00000 735200.00
CONCRETE, C, SUPERSTRUCTURE | | |
0138 706-05732 6.000 EACH | 1100.00000 6600.00| 1100.00000 6600.00| 1100.00000 6600.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0139 706-05733 2.000 EACH | 1200.00000 2400.00| 1300.00000 2600.00| 1300.00000 2600.00
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
, MODIFIED | | |
0140 706-05734 16.000 EACH | 1300.00000 20800.00| 1200.00000 19200.00| 1200.00000 19200.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0141 706-08496 388.600 SYS | 95.00000 36917.00| 95.00000 36917.00| 95.00000 36917.00
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0143 706-51020 212.200 CYS | 335.00000 71087.00| 335.00000 71087.00| 335.00000 71087.00
CONCRETE, C, RAILING | | |
0145 707-05984 1938.000 LFT | 210.00000 406980.00| 210.00000 406980.00| 210.00000 406980.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0146 707-06404 1268.000 LFT | 425.00000 538900.00| 425.00000 538900.00| 425.00000 538900.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM , 60 IN. X 49 IN. | | |
0147 709-51821 LUMP | 4180.00000 4180.00| 4400.00000 4400.00| 4180.00000 4180.00
SURFACE SEAL , STR. NO. 1 | | |
0148 709-51821 LUMP | 3100.00000 3100.00| 3200.00000 3200.00| 3100.00000 3100.00
SURFACE SEAL , STR. NO. 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -9
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 709-51821 LUMP | 11280.00000 11280.00| 12100.00000 12100.00| 11280.00000 11280.00
SURFACE SEAL , STR. NO. 3 | | |
0150 709-51821 LUMP | 11750.00000 11750.00| 12500.00000 12500.00| 11750.00000 11750.00
SURFACE SEAL , STR. NO. 4 | | |
0151 709-51821 LUMP | 10700.00000 10700.00| 11500.00000 11500.00| 10700.00000 10700.00
SURFACE SEAL , STR. NO. 5 | | |
0152 709-51821 LUMP | 10600.00000 10600.00| 11400.00000 11400.00| 10600.00000 10600.00
SURFACE SEAL , STR. NO. 6 | | |
0153 715-04522 2.000 EACH | 1328.00000 2656.00| 1500.00000 3000.00| 1328.00000 2656.00
PIPE END SECTION, 42 IN | | |
0154 715-05048 127565.000 LFT | 2.34000 298502.10| 2.55000 325290.75| 2.34000 298502.10
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0155 715-05049 40.000 LFT | 12.15000 486.00| 20.00000 800.00| 12.15000 486.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0156 715-05051 30.000 LFT | 14.85000 445.50| 25.00000 750.00| 14.85000 445.50
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0157 715-05052 30.000 LFT | 26.95000 808.50| 50.00000 1500.00| 26.95000 808.50
PIPE, TYPE 4, CIRCULAR, 12 IN | | |
0158 715-05053 16573.000 LFT | 12.35000 204676.55| 11.00000 182303.00| 12.35000 204676.55
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0159 715-05119 224.000 LFT | 38.05000 8523.20| 25.00000 5600.00| 38.05000 8523.20
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0160 715-05125 69.000 LFT | 65.70000 4533.30| 45.00000 3105.00| 65.70000 4533.30
PIPE, TYPE 1, CIRCULAR, 30 IN | | |
0161 715-05149 171.000 LFT | 32.40000 5540.40| 50.00000 8550.00| 32.40000 5540.40
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0162 715-05152 250.000 LFT | 46.30000 11575.00| 30.00000 7500.00| 46.30000 11575.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0163 715-05154 40.000 LFT | 52.55000 2102.00| 40.00000 1600.00| 52.55000 2102.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0164 715-05169 583.000 LFT | 34.50000 20113.50| 25.00000 14575.00| 34.50000 20113.50
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0165 715-05171 294.000 LFT | 37.00000 10878.00| 30.00000 8820.00| 37.00000 10878.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0166 715-05208 30.000 LFT | 30.75000 922.50| 30.00000 900.00| 30.75000 922.50
PIPE, TYPE 4, CIRCULAR, 15 IN | | |
0167 715-05407 279.000 LFT | 8.00000 2232.00| 7.00000 1953.00| 8.00000 2232.00
PIPE, END BENT DRAIN, 6 IN | | |
0168 715-46000 5.000 EACH | 237.00000 1185.00| 350.00000 1750.00| 237.00000 1185.00
PIPE END SECTION, 12 IN | | |
0169 715-46005 43.000 EACH | 310.70000 13360.10| 350.00000 15050.00| 310.70000 13360.10
PIPE END SECTION, 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -10
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0170 715-46010 12.000 EACH | 343.60000 4123.20| 400.00000 4800.00| 343.60000 4123.20
PIPE END SECTION, 18 IN | | |
0171 715-46030 2.000 EACH | 722.80000 1445.60| 850.00000 1700.00| 722.80000 1445.60
PIPE END SECTION, 30 IN | | |
0172 715-46040 2.000 EACH | 1066.00000 2132.00| 1200.00000 2400.00| 1066.00000 2132.00
PIPE END SECTION, 36 IN | | |
0173 716-07635 156.000 LFT | 459.30000 71650.80| 420.00000 65520.00| 459.30000 71650.80
PIPE INSTALLATION, TRENCHLESS, 36 IN | | |
0174 716-07636 136.000 LFT | 551.40000 74990.40| 515.00000 70040.00| 551.40000 74990.40
PIPE INSTALLATION, TRENCHLESS, 42 IN | | |
0175 718-06528 164.000 EACH | 575.00000 94300.00| 450.00000 73800.00| 431.02000 70687.28
OUTLET PROTECTOR, 1 | | |
0176 718-06529 33.000 EACH | 600.00000 19800.00| 450.00000 14850.00| 409.12000 13500.96
OUTLET PROTECTOR, 2 | | |
0177 718-06532 13000.000 LFT | 0.65000 8450.00| 0.65000 8450.00| 0.65000 8450.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0178 718-52610 10897.000 CYS | 30.00000 326910.00| 34.25000 373222.25| 30.00000 326910.00
AGGREGATE FOR UNDERDRAINS | | |
0179 718-99153 90084.000 SYS | 0.63000 56752.92| 0.90000 81075.60| 0.63000 56752.92
GEOTEXTILES FOR UNDERDRAIN | | |
0180 719-05439 50.000 LFT | 17.30000 865.00| 20.00000 1000.00| 17.30000 865.00
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
0181 719-05440 40.000 LFT | 18.05000 722.00| 20.00000 800.00| 18.05000 722.00
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
0182 719-05442 30.000 LFT | 20.40000 612.00| 20.00000 600.00| 20.40000 612.00
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0183 719-05443 30.000 LFT | 21.10000 633.00| 20.00000 600.00| 21.10000 633.00
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0184 719-09392 60.000 LFT | 25.00000 1500.00| 25.00000 1500.00| 25.00000 1500.00
PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | |
0185 720-45065 3.000 EACH | 3575.00000 10725.00| 2500.00000 7500.00| 3575.00000 10725.00
INLET, N12 | | |
0186 720-45130 5.000 EACH | 1568.00000 7840.00| 1200.00000 6000.00| 1568.00000 7840.00
INLET, E7, MODIFIED | | |
0187 731-93945 22174.000 SFT | 15.60000 345914.40| 15.60000 345914.40| 15.60000 345914.40
FACE PANELS, CONCRETE | | |
0188 731-93946 22174.000 SFT | 7.50000 166305.00| 7.50000 166305.00| 7.50000 166305.00
WALL ERECTION | | |
0189 731-93947 679.000 LFT | 25.00000 16975.00| 25.00000 16975.00| 25.00000 16975.00
LEVELING PAD, CONCRETE | | |
0190 801-03290 9.000 EACH | 140.00000 1260.00| 140.00000 1260.00| 300.00000 2700.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -11
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0191 801-04308 16.000 EACH | 240.00000 3840.00| 240.00000 3840.00| 148.00000 2368.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0192 801-06199 8.000 EACH | 210.00000 1680.00| 210.00000 1680.00| 285.00000 2280.00
ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | |
0193 801-06625 75.000 EACH | 50.00000 3750.00| 50.00000 3750.00| 78.00000 5850.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0194 801-06640 53.000 EACH | 140.00000 7420.00| 140.00000 7420.00| 102.00000 5406.00
CONSTRUCTION SIGN, A | | |
0195 801-06775 LUMP | 240000.00000 240000.00| 25000.00000 25000.00| 35300.00000 35300.00
MAINTAINING TRAFFIC | | |
0196 801-07118 192.000 LFT | 11.00000 2112.00| 11.00000 2112.00| 9.45000 1814.40
BARRICADE, III-A | | |
0197 801-07119 552.000 LFT | 11.00000 6072.00| 11.00000 6072.00| 9.90000 5464.80
BARRICADE, III-B | | |
0198 801-07120 656.000 LFT | 22.00000 14432.00| 22.00000 14432.00| 25.45000 16695.20
BARRICADE, III, PERMANENT | | |
0199 802-05701 768.500 LFT | 14.00000 10759.00| 11.25000 8645.63| 8.64000 6639.84
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0200 802-05702 243.500 LFT | 12.50000 3043.75| 10.75000 2617.63| 7.00000 1704.50
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0201 802-07057 1977.000 SFT | 16.50000 32620.50| 17.50000 34597.50| 16.55000 32719.35
SIGN, PANEL, WITH LEGEND | | |
0202 802-07151 20.000 EACH | 320.00000 6400.00| 375.00000 7500.00| 235.00000 4700.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0203 802-07153 7.000 EACH | 390.00000 2730.00| 375.00000 2625.00| 280.00000 1960.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0204 802-07154 4.000 EACH | 410.00000 1640.00| 375.00000 1500.00| 330.00000 1320.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XII | | |
0205 802-08456 4.000 EACH | 320.00000 1280.00| 375.00000 1500.00| 230.00000 920.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0206 802-09578 2.000 EACH | 36850.00000 73700.00| 33000.00000 66000.00| 31425.00000 62850.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE F | | |
0207 802-09581 2.000 EACH | 10100.00000 20200.00| 7575.00000 15150.00| 3875.00000 7750.00
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -12
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0208 802-09838 207.380 SFT | 12.00000 2488.56| 11.25000 2333.03| 13.00000 2695.94
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0209 802-09840 321.050 SFT | 12.50000 4013.13| 11.75000 3772.34| 10.80000 3467.34
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0210 802-09842 16.250 SFT | 13.50000 219.38| 12.25000 199.06| 11.64000 189.15
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0211 802-76095 10000.700 LBS | 3.00000 30002.10| 2.50000 25001.75| 2.00000 20001.40
STRUCTURAL STEEL, BREAKAWAY | | |
0212 805-01842 1.000 EACH | 850.00000 850.00| 750.00000 750.00| 880.00000 880.00
HANDHOLE, SIGNAL | | |
0213 805-02328 664.000 LFT | 0.20000 132.80| 0.58000 385.12| 0.15000 99.60
SIGNAL CABLE, 1C 14GA | | |
0214 805-78510 585.000 LFT | 1.60000 936.00| 0.95000 555.75| 1.10000 643.50
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0215 805-78785 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 560.00000 1120.00
SIGNAL DETECTOR HOUSING | | |
0216 805-78795 212.000 LFT | 8.00000 1696.00| 10.00000 2120.00| 8.15000 1727.80
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0217 807-06592 115.000 LFT | 11.00000 1265.00| 12.50000 1437.50| 16.55000 1903.25
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0218 808-10033 77688.000 LFT | 0.33000 25637.04| 0.25000 19422.00| 0.28000 21752.64
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0219 808-10034 67122.000 LFT | 0.33000 22150.26| 0.25000 16780.50| 0.28000 18794.16
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0220 808-10037 651.000 LFT | 1.50000 976.50| 0.68000 442.68| 1.50000 976.50
LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | |
0221 808-10051 80.000 LFT | 8.00000 640.00| 11.00000 880.00| 8.00000 640.00
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
0222 808-10052 2.000 EACH | 275.00000 550.00| 153.00000 306.00| 275.00000 550.00
PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | |
0223 808-10054 15434.000 LFT | 0.36000 5556.24| 0.40000 6173.60| 0.36000 5556.24
LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | |
0224 808-10058 3416.000 LFT | 1.50000 5124.00| 0.68000 2322.88| 1.50000 5124.00
LINE, MULTI-COMP, SOLID, YELLOW, 8 IN | | |
0225 808-10077 8.000 EACH | 250.00000 2000.00| 146.00000 1168.00| 250.00000 2000.00
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0226 808-10119 834.000 LFT | 8.00000 6672.00| 11.00000 9174.00| 8.00000 6672.00
TRANSVERSE MARKING, MULTI-COMPONENT, | | |
SOLID, YELLOW, CROSSHATCH, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -13
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0227 808-75994 16.000 EACH | 20.00000 320.00| 15.00000 240.00| 20.00000 320.00
PRISMATIC REFLECTOR | | |
0228 808-75998 1009.000 EACH | 17.50000 17657.50| 16.75000 16900.75| 17.50000 17657.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0229 202-06542 1.000 EACH | 7500.00000 7500.00| 7500.00000 7500.00| 10000.00000 10000.00
RELOCATE , WARNING SIREN | | |
0231 207-08266 2214.000 SYS | 9.68000 21431.52| 9.30000 20590.20| 30.00000 66420.00
SUBGRADE TREATMENT, TYPE III | | |
0232 215-07043 98000.000 SYS | 5.95000 583100.00| 3.75000 367500.00| 3.50000 343000.00
CHEMICAL MODIFICATION, SOILS | | |
0233 605-05523 1600.000 LFT | 16.23000 25968.00| 8.50000 13600.00| 14.39460 23031.36
CURB, HMA | | |
0234 615-06510 2.000 EACH | 500.00000 1000.00| 545.00000 1090.00| 370.00000 740.00
MONUMENT, C | | |
0235 715-05151 320.000 LFT | 42.35000 13552.00| 30.00000 9600.00| 42.35000 13552.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0236 715-05123 100.000 LFT | 52.55000 5255.00| 50.00000 5000.00| 52.55000 5255.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0237 720-98174 16.000 EACH | 2462.00000 39392.00| 2000.00000 32000.00| 2462.00000 39392.00
INLET, B15 | | |
0238 720-45030 1.000 EACH | 1529.00000 1529.00| 1500.00000 1500.00| 1529.00000 1529.00
INLET, E7 | | |
0239 720-45040 1.000 EACH | 3240.00000 3240.00| 2250.00000 2250.00| 3240.00000 3240.00
INLET, G7 | | |
0240 805-06003 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 3500.00000 3500.00
WOOD POLE , H-2, 65 FT. | | |
0241 804-06771 55.000 EACH | 32.00000 1760.00| 30.00000 1650.00| 28.00000 1540.00
DELINEATOR POST, FLEXIBLE | | |
0242 628-09719 20.000 MOS | 900.00000 18000.00| 500.00000 10000.00| 1872.50000 37450.00
ALL TERRAIN VEHICLE | | |
0243 203-02070 17604.000 CYS | 21.00000 369684.00| 0.01000 176.04| 21.00000 369684.00
BORROW | | |
0244 203-02055 296522.000 CYS | 4.81000 1426270.82| 4.50000 1334349.00| 4.81000 1426270.82
EMBANKMENT | | |
SECTION TOTALS | $ 24,172,168.84| $ 25,159,965.12| $ 26,339,878.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 24,172,168.84| $ 25,159,965.12| $ 26,339,878.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -14
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 170000.00000 170000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 6.000 EACH | 300.00000 1800.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 180.000 MOS | 60.00000 10800.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 1350000.00000 1350000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 113-01614 LUMP | 17900.00000 17900.00| |
PARTNERING OVERHEAD | | |
0015 201-52370 LUMP | 400000.00000 400000.00| |
CLEARING RIGHT OF WAY | | |
0016 202-03000 LUMP | 6289.00000 6289.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
104 | | |
0018 202-03000 LUMP | 14035.00000 14035.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
107 | | |
0019 202-03000 LUMP | 19044.00000 19044.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
109 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -15
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0027 202-03000 LUMP | 6821.00000 6821.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
94 | | |
0028 202-03000 LUMP | 28323.00000 28323.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
95 | | |
0029 202-03000 LUMP | 13415.00000 13415.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
96 | | |
0030 202-03000 LUMP | 9056.00000 9056.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
97 | | |
0031 202-03000 LUMP | 9678.00000 9678.00| |
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
98 | | |
0032 202-51330 LUMP | 30000.00000 30000.00| |
PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | |
0033 202-51330 LUMP | 30000.00000 30000.00| |
PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | |
0034 202-74035 1.000 EACH | 45.00000 45.00| |
SIGN, REMOVE | | |
0035 202-74045 14.000 EACH | 17.80000 249.20| |
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0036 202-99187 1139.000 LFT | 1.00000 1139.00| |
FENCE, FARM FIELD, REMOVE | | |
0037 203-02000 64729.000 CYS | 14.75000 954752.75| |
EXCAVATION, COMMON | | |
0039 203-02100 19103.000 CYS | 5.25000 100290.75| |
EXCAVATION, PEAT | | |
0040 203-51223 1014.400 CYS | 6.00000 6086.40| |
EXCAVATION, WATERWAY | | |
0041 205-03371 3900.500 CYS | 6.00000 23403.00| |
SEDIMENT, REMOVE | | |
0042 205-06930 10.400 TON | 60.00000 624.00| |
SPLASHPAD, RIPRAP | | |
0043 205-06931 333.500 TON | 40.00000 13340.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0044 205-06933 39.000 EACH | 110.00000 4290.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0045 205-06936 498.000 TON | 44.00000 21912.00| |
TEMPORARY SEDIMENT TRAP | | |
0046 205-06937 66777.000 LFT | 1.49000 99497.73| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -16
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0047 205-06938 586.000 LFT | 21.50000 12599.00| |
TEMPORARY SLOPE DRAIN | | |
0048 205-09543 1555.600 TON | 27.00000 42001.20| |
NO 2 STONE | | |
0049 206-51230 535.000 CYS | 6.00000 3210.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0050 207-08262 324399.300 SYS | 4.20000 1362477.06| |
SUBGRADE TREATMENT, TYPE I | | |
0051 207-08267 2801.400 SYS | 23.00000 64432.20| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0052 210-07095 LUMP | 50000.00000 50000.00| |
TEMPORARY EROSION CONTROL MEASURES, | | |
MAINTAIN | | |
0053 211-02050 25845.000 CYS | 20.00000 516900.00| |
B BORROW | | |
0054 211-06467 181.000 CYS | 45.00000 8145.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0055 211-09264 1053.900 CYS | 16.60000 17494.74| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0056 211-09266 18325.000 CYS | 24.25000 444381.25| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0057 211-09267 101.200 CYS | 75.00000 7590.00| |
STRUCTURAL BACKFILL, TYPE 4 | | |
0058 301-07448 34015.900 TON | 12.50000 425198.75| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0059 302-06464 819.000 CYS | 39.00000 31941.00| |
SUBBASE FOR PCCP | | |
0060 302-07455 294.000 CYS | 45.00000 13230.00| |
DENSE GRADED SUBBASE | | |
0061 302-08562 129.500 TON | 35.00000 4532.50| |
COARSE AGGREGATE, 8 | | |
0062 303-01180 50707.400 TON | 12.50000 633842.50| |
COMPACTED AGGREGATE, NO. 53 | | |
0063 303-07449 57.000 TON | 44.00000 2508.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0064 303-08210 707.000 TON | 25.00000 17675.00| |
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
0065 401-06264 LUMP | 6000.00000 6000.00| |
PROFILOGRAPH, HMA | | |
0066 401-07320 6120.700 TON | 54.50000 333578.15| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -17
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0067 401-07321 2354.100 TON | 57.00000 134183.70| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0068 401-07390 3958.100 TON | 49.50000 195925.95| |
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0069 401-07404 26502.600 TON | 49.50000 1311878.70| |
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0070 401-07406 13385.900 TON | 50.00000 669295.00| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0071 401-07423 9437.000 TON | 48.50000 457694.50| |
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0072 401-07429 31121.800 TON | 57.00000 1773942.60| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0073 401-08364 63305.100 TON | 46.50000 2943687.15| |
QC/QA-HMA, 4, 64, BASE, 19.0 MM | | |
0074 402-07432 5132.500 TON | 57.00000 292552.50| |
HMA SURFACE, TYPE A | | |
0075 402-07435 749.200 TON | 80.00000 59936.00| |
HMA INTERMEDIATE, TYPE A | | |
0076 406-05520 253.200 TON | 1.00000 253.20| |
ASPHALT FOR TACK COAT | | |
0077 410-09530 15728.700 TON | 83.25000 1309414.28| |
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm - SMA | | |
0078 501-06321 3276.000 SYS | 54.00000 176904.00| |
QC/QA-PCCP, 10 IN | | |
0079 503-05240 213.000 LFT | 50.00000 10650.00| |
D-1 CONTRACTION JOINT | | |
0080 601-01115 50.000 LFT | 60.00000 3000.00| |
GUARDRAIL, W BEAM, 1 FT 6.75 IN SPACING | | |
0081 601-01128 2.000 EACH | 1600.00000 3200.00| |
GUARDRAIL TRANSITION TYPE WGB | | |
0082 601-01522 45.000 EACH | 2100.00000 94500.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0083 601-01626 2.000 EACH | 1800.00000 3600.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0084 601-01848 1.000 EACH | 2000.00000 2000.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0085 601-06037 2.000 EACH | 2000.00000 4000.00| |
GUARDRAIL END TREATMENT, I | | |
0086 601-06233 2.000 EACH | 9500.00000 19000.00| |
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -18
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0087 601-06247 4.000 EACH | 17500.00000 70000.00| |
IMPACT ATTENUATOR, R2, W2, TL-3 | | |
0088 601-94689 21.000 EACH | 3400.00000 71400.00| |
GUARDRAIL END TREATMENT, OS | | |
0089 601-94690 11.000 EACH | 4300.00000 47300.00| |
GUARDRAIL END TREATMENT, MS | | |
0090 601-99105 4800.700 LFT | 22.00000 105615.40| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0091 601-99106 100.000 LFT | 40.00000 4000.00| |
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0092 601-99108 2625.000 LFT | 32.00000 84000.00| |
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0093 602-06729 74.000 EACH | 6.00000 444.00| |
BARRIER DELINEATOR | | |
0094 603-06040 13636.000 LFT | 5.10000 69543.60| |
FENCE, FARM FIELD, 47 IN | | |
0095 603-10093 512.000 LFT | 24.20000 12390.40| |
FENCE, CHAIN LINK, PVC COATED, 84 IN. | | |
0096 605-06205 484.000 LFT | 46.00000 22264.00| |
CENTER CURB, B, CONCRETE | | |
0097 606-07484 112910.000 LFT | 0.12000 13549.20| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0098 609-06259 1762.600 SYS | 65.00000 114569.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0099 610-07487 316.700 TON | 300.00000 95010.00| |
HMA FOR APPROACHES, TYPE B | | |
0100 610-08446 652.900 SYS | 36.00000 23504.40| |
PCCP FOR APPROACHES, 6 IN | | |
0101 611-06497 10.000 EACH | 139.00000 1390.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0102 611-06498 2.000 EACH | 160.00000 320.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0103 615-06490 44.000 EACH | 130.00000 5720.00| |
RIGHT OF WAY MARKER | | |
0104 615-06505 32.000 EACH | 510.00000 16320.00| |
MONUMENT, B | | |
0105 615-06515 2.000 EACH | 270.00000 540.00| |
MONUMENT, D | | |
0106 615-06527 5.000 EACH | 370.00000 1850.00| |
MONUMENT, SECTION CORNER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -19
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 616-02320 10238.800 SYS | 2.00000 20477.60| |
GEOTEXTILES | | |
0108 616-05688 397.200 TON | 52.00000 20654.40| |
RIPRAP, CLASS 1 | | |
0109 616-06405 5195.600 TON | 34.00000 176650.40| |
RIPRAP, REVETMENT | | |
0110 621-01004 14.000 EACH | 275.00000 3850.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0111 621-02770 36570.000 SYS | 1.02000 37301.40| |
EROSION CONTROL BLANKET | | |
0112 621-03787 1.000 LBS | 560.00000 560.00| |
SEED MIXTURE, D | | |
0113 621-06545 129.500 TON | 645.00000 83527.50| |
FERTILIZER | | |
0114 621-06553 15456.800 LBS | 3.77000 58272.14| |
SEED MIXTURE, R | | |
0115 621-06555 35486.600 LBS | 7.80000 276795.48| |
SEED MIXTURE, P | | |
0116 621-06557 82429.400 LBS | 2.11000 173926.03| |
SEED MIXTURE, T | | |
0117 621-06565 1302.700 TON | 204.00000 265750.80| |
MULCHING MATERIAL | | |
0118 621-06567 103.100 kGAL | 1.00000 103.10| |
WATER | | |
0119 621-06570 3402.500 CYS | 20.00000 68050.00| |
TOPSOIL | | |
0120 621-06574 15908.000 SYS | 2.57000 40883.56| |
SODDING | | |
0121 621-06575 20415.000 SYS | 2.57000 52466.55| |
SODDING, NURSERY | | |
0122 622-52436 4.000 EACH | 40.00000 160.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0123 622-91786 57.000 EACH | 11.20000 638.40| |
SEEDLING | | |
0124 628-09403 60.000 MOS | 1922.00000 115320.00| |
FIELD OFFICE, C , 2 EACH | | |
0125 628-09407 120.000 MOS | 100.00000 12000.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 4 EACH | | |
0126 701-06011 11.000 EACH | 1000.00000 11000.00| |
DYNAMIC PILE LOAD TEST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -20
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0127 701-08253 16.000 EACH | 900.00000 14400.00| |
PILE SLEEVES | | |
0128 701-09557 952.000 LFT | 60.00000 57120.00| |
TEST PILE, DYNAMIC, PRODUCTION | | |
0129 701-09559 11.000 EACH | 1100.00000 12100.00| |
TEST PILE, DYNAMIC, RESTRIKE | | |
0130 701-09665 12946.000 LFT | 55.75000 721739.50| |
PILE, STEEL PIPE, 0.375 IN, 14 IN | | |
0131 701-09677 144.000 LFT | 90.00000 12960.00| |
PILE STEEL PIPE EPOXY COATED 0.375 IN, | | |
14 IN | | |
0132 702-51005 703.800 CYS | 265.00000 186507.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0133 702-92857 250.100 CYS | 400.00000 100040.00| |
CONCRETE, C, SUBSTRUCTURE | | |
0134 703-06028 65187.000 LBS | 0.80000 52149.60| |
REINFORCING BARS | | |
0135 703-06029 561261.000 LBS | 0.95000 533197.95| |
REINFORCING BARS, EPOXY COATED | | |
0137 704-51002 1470.400 CYS | 500.00000 735200.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0138 706-05732 6.000 EACH | 1100.00000 6600.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0139 706-05733 2.000 EACH | 1300.00000 2600.00| |
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
, MODIFIED | | |
0140 706-05734 16.000 EACH | 1200.00000 19200.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0141 706-08496 388.600 SYS | 95.00000 36917.00| |
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0143 706-51020 212.200 CYS | 335.00000 71087.00| |
CONCRETE, C, RAILING | | |
0145 707-05984 1938.000 LFT | 210.00000 406980.00| |
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0146 707-06404 1268.000 LFT | 425.00000 538900.00| |
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM , 60 IN. X 49 IN. | | |
0147 709-51821 LUMP | 4420.00000 4420.00| |
SURFACE SEAL , STR. NO. 1 | | |
0148 709-51821 LUMP | 3260.00000 3260.00| |
SURFACE SEAL , STR. NO. 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -21
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0149 709-51821 LUMP | 12100.00000 12100.00| |
SURFACE SEAL , STR. NO. 3 | | |
0150 709-51821 LUMP | 12570.00000 12570.00| |
SURFACE SEAL , STR. NO. 4 | | |
0151 709-51821 LUMP | 11520.00000 11520.00| |
SURFACE SEAL , STR. NO. 5 | | |
0152 709-51821 LUMP | 11420.00000 11420.00| |
SURFACE SEAL , STR. NO. 6 | | |
0153 715-04522 2.000 EACH | 1400.00000 2800.00| |
PIPE END SECTION, 42 IN | | |
0154 715-05048 127565.000 LFT | 2.55000 325290.75| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0155 715-05049 40.000 LFT | 20.00000 800.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0156 715-05051 30.000 LFT | 20.00000 600.00| |
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0157 715-05052 30.000 LFT | 20.00000 600.00| |
PIPE, TYPE 4, CIRCULAR, 12 IN | | |
0158 715-05053 16573.000 LFT | 11.00000 182303.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0159 715-05119 224.000 LFT | 27.00000 6048.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0160 715-05125 69.000 LFT | 49.60000 3422.40| |
PIPE, TYPE 1, CIRCULAR, 30 IN | | |
0161 715-05149 171.000 LFT | 21.00000 3591.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0162 715-05152 250.000 LFT | 30.00000 7500.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0163 715-05154 40.000 LFT | 43.00000 1720.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0164 715-05169 583.000 LFT | 23.00000 13409.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0165 715-05171 294.000 LFT | 27.00000 7938.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0166 715-05208 30.000 LFT | 23.00000 690.00| |
PIPE, TYPE 4, CIRCULAR, 15 IN | | |
0167 715-05407 279.000 LFT | 8.00000 2232.00| |
PIPE, END BENT DRAIN, 6 IN | | |
0168 715-46000 5.000 EACH | 300.00000 1500.00| |
PIPE END SECTION, 12 IN | | |
0169 715-46005 43.000 EACH | 310.00000 13330.00| |
PIPE END SECTION, 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -22
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0170 715-46010 12.000 EACH | 380.00000 4560.00| |
PIPE END SECTION, 18 IN | | |
0171 715-46030 2.000 EACH | 770.00000 1540.00| |
PIPE END SECTION, 30 IN | | |
0172 715-46040 2.000 EACH | 920.00000 1840.00| |
PIPE END SECTION, 36 IN | | |
0173 716-07635 156.000 LFT | 375.00000 58500.00| |
PIPE INSTALLATION, TRENCHLESS, 36 IN | | |
0174 716-07636 136.000 LFT | 447.00000 60792.00| |
PIPE INSTALLATION, TRENCHLESS, 42 IN | | |
0175 718-06528 164.000 EACH | 550.00000 90200.00| |
OUTLET PROTECTOR, 1 | | |
0176 718-06529 33.000 EACH | 525.00000 17325.00| |
OUTLET PROTECTOR, 2 | | |
0177 718-06532 13000.000 LFT | 0.65000 8450.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0178 718-52610 10897.000 CYS | 34.25000 373222.25| |
AGGREGATE FOR UNDERDRAINS | | |
0179 718-99153 90084.000 SYS | 0.90000 81075.60| |
GEOTEXTILES FOR UNDERDRAIN | | |
0180 719-05439 50.000 LFT | 17.00000 850.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
0181 719-05440 40.000 LFT | 18.00000 720.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
0182 719-05442 30.000 LFT | 19.00000 570.00| |
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0183 719-05443 30.000 LFT | 19.00000 570.00| |
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0184 719-09392 60.000 LFT | 20.00000 1200.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | |
0185 720-45065 3.000 EACH | 2600.00000 7800.00| |
INLET, N12 | | |
0186 720-45130 5.000 EACH | 870.00000 4350.00| |
INLET, E7, MODIFIED | | |
0187 731-93945 22174.000 SFT | 15.60000 345914.40| |
FACE PANELS, CONCRETE | | |
0188 731-93946 22174.000 SFT | 7.50000 166305.00| |
WALL ERECTION | | |
0189 731-93947 679.000 LFT | 25.00000 16975.00| |
LEVELING PAD, CONCRETE | | |
0190 801-03290 9.000 EACH | 140.00000 1260.00| |
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -23
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0191 801-04308 16.000 EACH | 240.00000 3840.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0192 801-06199 8.000 EACH | 210.00000 1680.00| |
ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | |
0193 801-06625 75.000 EACH | 50.00000 3750.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0194 801-06640 53.000 EACH | 140.00000 7420.00| |
CONSTRUCTION SIGN, A | | |
0195 801-06775 LUMP | 75000.00000 75000.00| |
MAINTAINING TRAFFIC | | |
0196 801-07118 192.000 LFT | 11.00000 2112.00| |
BARRICADE, III-A | | |
0197 801-07119 552.000 LFT | 11.00000 6072.00| |
BARRICADE, III-B | | |
0198 801-07120 656.000 LFT | 22.00000 14432.00| |
BARRICADE, III, PERMANENT | | |
0199 802-05701 768.500 LFT | 8.64000 6639.84| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0200 802-05702 243.500 LFT | 7.00000 1704.50| |
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0201 802-07057 1977.000 SFT | 16.55000 32719.35| |
SIGN, PANEL, WITH LEGEND | | |
0202 802-07151 20.000 EACH | 235.00000 4700.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0203 802-07153 7.000 EACH | 280.00000 1960.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0204 802-07154 4.000 EACH | 330.00000 1320.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XII | | |
0205 802-08456 4.000 EACH | 230.00000 920.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0206 802-09578 2.000 EACH | 31425.00000 62850.00| |
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE F | | |
0207 802-09581 2.000 EACH | 3875.00000 7750.00| |
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -24
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0208 802-09838 207.380 SFT | 13.00000 2695.94| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0209 802-09840 321.050 SFT | 10.80000 3467.34| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0210 802-09842 16.250 SFT | 11.64000 189.15| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0211 802-76095 10000.700 LBS | 2.00000 20001.40| |
STRUCTURAL STEEL, BREAKAWAY | | |
0212 805-01842 1.000 EACH | 880.00000 880.00| |
HANDHOLE, SIGNAL | | |
0213 805-02328 664.000 LFT | 0.15000 99.60| |
SIGNAL CABLE, 1C 14GA | | |
0214 805-78510 585.000 LFT | 1.10000 643.50| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0215 805-78785 2.000 EACH | 560.00000 1120.00| |
SIGNAL DETECTOR HOUSING | | |
0216 805-78795 212.000 LFT | 8.15000 1727.80| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0217 807-06592 115.000 LFT | 16.55000 1903.25| |
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0218 808-10033 77688.000 LFT | 0.28000 21752.64| |
LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | |
0219 808-10034 67122.000 LFT | 0.28000 18794.16| |
LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | |
0220 808-10037 651.000 LFT | 1.50000 976.50| |
LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | |
0221 808-10051 80.000 LFT | 8.00000 640.00| |
TRANSVERSE MKG MULTI-COMP, STOP LINE, | | |
24" | | |
0222 808-10052 2.000 EACH | 275.00000 550.00| |
PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | |
0223 808-10054 15434.000 LFT | 0.36000 5556.24| |
LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | |
0224 808-10058 3416.000 LFT | 1.50000 5124.00| |
LINE, MULTI-COMP, SOLID, YELLOW, 8 IN | | |
0225 808-10077 8.000 EACH | 250.00000 2000.00| |
PAVEMENT MESSAGE MARKINGS, | | |
MULTI-COMPONENT, LANE INDICATION ARROW | | |
0226 808-10119 834.000 LFT | 8.00000 6672.00| |
TRANSVERSE MARKING, MULTI-COMPONENT, | | |
SOLID, YELLOW, CROSSHATCH, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 145 -25
TABULATION OF BIDS
CALL ORDER : 145 CONTRACT ID : IR-30131-A COUNTIES : MARSHALL ST. JOSEPH
LETTING DATE : 03/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0227 808-75994 16.000 EACH | 20.00000 320.00| |
PRISMATIC REFLECTOR | | |
0228 808-75998 1009.000 EACH | 17.50000 17657.50| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0229 202-06542 1.000 EACH | 10000.00000 10000.00| |
RELOCATE , WARNING SIREN | | |
0231 207-08266 2214.000 SYS | 1.46000 3232.44| |
SUBGRADE TREATMENT, TYPE III | | |
0232 215-07043 98000.000 SYS | 5.60000 548800.00| |
CHEMICAL MODIFICATION, SOILS | | |
0233 605-05523 1600.000 LFT | 8.30000 13280.00| |
CURB, HMA | | |
0234 615-06510 2.000 EACH | 350.00000 700.00| |
MONUMENT, C | | |
0235 715-05151 320.000 LFT | 24.00000 7680.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0236 715-05123 100.000 LFT | 39.00000 3900.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0237 720-98174 16.000 EACH | 2200.00000 35200.00| |
INLET, B15 | | |
0238 720-45030 1.000 EACH | 900.00000 900.00| |
INLET, E7 | | |
0239 720-45040 1.000 EACH | 2000.00000 2000.00| |
INLET, G7 | | |
0240 805-06003 1.000 EACH | 3500.00000 3500.00| |
WOOD POLE , H-2, 65 FT. | | |
0241 804-06771 55.000 EACH | 25.00000 1375.00| |
DELINEATOR POST, FLEXIBLE | | |
0242 628-09719 20.000 MOS | 300.00000 6000.00| |
ALL TERRAIN VEHICLE | | |
0243 203-02070 17604.000 CYS | 7.50000 132030.00| |
BORROW | | |
0244 203-02055 296522.000 CYS | 7.00000 2075654.00| |
EMBANKMENT | | |
SECTION TOTALS | $ 27,556,944.72| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 27,556,944.72| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 185 -1
VENDOR RANKING
CALL ORDER : 185 CONTRACT ID : M -31200-B COUNTIES : VARIOUS
LETTING DATE : 03/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/09/11
LOCATION : ALONG VARIOUS LOCATIONS ON I-65 AND I-70 IN THE GREENFIELD PROJECT(S) : 0800616
DISTRICT
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2045735 J & M CONTRACTING INC $ 44,999.00 100.0000%
2 35-1606893 OLCO INC $ 139,902.00 310.9002%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/06/11
PAGE : 185 -2
TABULATION OF BIDS
CALL ORDER : 185 CONTRACT ID : M -31200-B COUNTIES : VARIOUS
LETTING DATE : 03/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-2045735 |( 2 ) 35-1606893 |( )
|J & M CONTRACTING INC |OLCO INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE, MOWING
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 623-04884 1.000 CYCL | 12333.00000 12333.00| 16000.00000 16000.00|
MOWING, CYCLE NO 1 | | |
0004 623-04885 1.000 CYCL | 4333.00000 4333.00| 19000.00000 19000.00|
MOWING, CYCLE NO 2 | | |
0005 623-04886 1.000 CYCL | 4333.00000 4333.00| 16000.00000 16000.00|
MOWING, CYCLE NO 3 | | |
0006 623-04887 1.000 CYCL | 3333.00000 3333.00| 19000.00000 19000.00|
MOWING, CYCLE NO 4 | | |
0007 623-05684 1.000 CYCL | 3333.00000 3333.00| 16000.00000 16000.00|
MOWING, CYCLE NO 5 | | |
0008 623-06008 1.000 CYCL | 3333.00000 3333.00| 14600.00000 14600.00|
MOWING, CYCLE NO 7 | | |
0009 623-06010 1.000 CYCL | 3333.00000 3333.00| 9500.00000 9500.00|
MOWING, CYCLE NO 9 | | |
0010 623-06704 1.000 CYCL | 3333.00000 3333.00| 17500.00000 17500.00|
MOWING, CYCLE NO 6 | | |
0011 623-06707 1.000 CYCL | 3333.00000 3333.00| 11500.00000 11500.00|
MOWING, CYCLE NO 8 | | |
0012 801-03290 4.000 EACH | 1000.00000 4000.00| 200.00000 800.00|
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 44,999.00| $ 139,902.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 44,999.00| $ 139,902.00| $
====================================================================================================================================