INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 09/01/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0300712
0810174
0900083
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 4,440,940.00 100.0000%
2 35-1461789 POINDEXTER EXCAVATING $ 4,645,240.55 104.6004%
3 35-1357381 O`MARA DAVE CONTRACTOR $ 4,729,800.00 106.5045%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 4,749,900.00 106.9571%
5 35-1875662 CRIDER & CRIDER INC $ 4,791,827.24 107.9012%
6 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 4,951,052.14 111.4866%
7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 5,050,583.36 113.7278%
8 35-1698047 GRADEX INC $ 5,097,704.04 114.7889%
9 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 5,128,800.00 115.4891%
10 35-1212938 ATLAS EXCAVATING INC $ 5,263,635.92 118.5253%
11 35-1128289 BEATY CONSTRUCTION INC $ 5,309,555.00 119.5593%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -2
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 18000.00000 18000.00| 66000.00000 66000.00| 30000.00000 30000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 166700.00000 166700.00| 229000.00000 229000.00| 236490.00000 236490.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 43500.00000 43500.00| 95000.00000 95000.00| 47298.00000 47298.00
CLEARING RIGHT OF WAY | | |
0011 203-02000 25100.000 CYS | 5.35000 134285.00| 8.20000 205820.00| 10.00000 251000.00
EXCAVATION, COMMON | | |
0012 203-02070 2735.000 CYS | 1.15000 3145.25| 0.01000 27.35| 10.00000 27350.00
BORROW | | |
0013 205-06931 374.000 TON | 23.00000 8602.00| 21.50000 8041.00| 24.90000 9312.60
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 596.000 LFT | 6.05000 3605.80| 9.50000 5662.00| 9.22000 5495.12
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06933 8.000 EACH | 75.50000 604.00| 104.00000 832.00| 101.00000 808.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 6727.000 LFT | 1.50000 10090.50| 1.40000 9417.80| 1.50000 10090.50
TEMPORARY SILT FENCE | | |
0017 205-09543 200.000 TON | 9.00000 1800.00| 20.00000 4000.00| 9.00000 1800.00
NO 2 STONE | | |
0018 207-08262 39600.000 SYS | 3.90000 154440.00| 4.20000 166320.00| 4.25000 168300.00
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -3
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 10891.000 SYS | 3.90000 42474.90| 4.20000 45742.20| 5.25000 57177.75
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08267 2623.000 SYS | 6.00000 15738.00| 6.10000 16000.30| 7.50000 19672.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 20130.000 CYS | 8.00000 161040.00| 12.00000 241560.00| 12.00000 241560.00
STRUCTURE BACKFILL, TYPE 1 | | |
0022 215-07043 10000.000 SYS | 3.60000 36000.00| 4.00000 40000.00| 3.50000 35000.00
CHEMICAL MODIFICATION, SOILS | | |
0023 303-01180 4107.000 TON | 13.00000 53391.00| 12.00000 49284.00| 15.00000 61605.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 19.000 TON | 33.00000 627.00| 60.00000 1140.00| 15.00000 285.00
COMPACTED AGGREGATE, NO. 73 | | |
0025 306-08034 9555.000 SYS | 0.78000 7452.90| 1.20000 11466.00| 1.00000 9555.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 288.000 SYS | 0.55000 158.40| 1.00000 288.00| 1.00000 288.00
MILLING, TRANSITION | | |
0027 401-07327 3660.000 TON | 61.00000 223260.00| 66.50000 243390.00| 55.00000 201300.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0028 401-07397 4178.000 TON | 52.00000 217256.00| 56.30000 235221.40| 50.00000 208900.00
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0029 401-07423 12154.000 TON | 49.00000 595546.00| 48.20000 585822.80| 47.00000 571238.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0030 401-07429 5875.000 TON | 53.00000 311375.00| 50.50000 296687.50| 50.00000 293750.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07433 388.000 TON | 73.00000 28324.00| 80.00000 31040.00| 67.00000 25996.00
HMA SURFACE, TYPE B | | |
0032 402-07438 1433.000 TON | 55.00000 78815.00| 57.60000 82540.80| 56.00000 80248.00
HMA INTERMEDIATE, TYPE B | | |
0033 402-07441 2850.000 TON | 54.00000 153900.00| 51.00000 145350.00| 54.00000 153900.00
HMA BASE, TYPE B | | |
0034 406-05520 42.000 TON | 285.00000 11970.00| 540.00000 22680.00| 495.00000 20790.00
ASPHALT FOR TACK COAT | | |
0035 604-05528 1247.000 TON | 61.00000 76067.00| 62.70000 78186.90| 70.00000 87290.00
SIDEWALK, HMA | | |
0036 604-07894 19.000 SYS | 165.00000 3135.00| 130.00000 2470.00| 150.00000 2850.00
CURB RAMP, CONCRETE, A | | |
0037 604-07901 72.000 SYS | 140.00000 10080.00| 150.00000 10800.00| 150.00000 10800.00
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -4
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-91531 3828.000 SYS | 35.00000 133980.00| 33.00000 126324.00| 34.00000 130152.00
SIDEWALK, CONCRETE, 4 IN. | | |
0039 605-06140 14803.000 LFT | 14.00000 207242.00| 12.00000 177636.00| 11.75000 173935.25
CURB AND GUTTER, CONCRETE | | |
0040 610-07486 273.000 TON | 105.00000 28665.00| 93.30000 25470.90| 100.00000 27300.00
HMA FOR APPROACHES, TYPE A | | |
0041 610-07487 358.000 TON | 105.00000 37590.00| 89.00000 31862.00| 90.00000 32220.00
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 99.000 SYS | 35.00000 3465.00| 43.00000 4257.00| 54.00000 5346.00
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-02825 1.000 EACH | 355.00000 355.00| 364.00000 364.00| 295.00000 295.00
MAILBOX ASSEMBLY, TRIPLE | | |
0044 611-06497 2.000 EACH | 177.00000 354.00| 200.00000 400.00| 195.00000 390.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06490 10.000 EACH | 166.00000 1660.00| 171.00000 1710.00| 140.00000 1400.00
RIGHT OF WAY MARKER | | |
0046 615-06505 7.000 EACH | 530.00000 3710.00| 545.00000 3815.00| 700.00000 4900.00
MONUMENT, B | | |
0047 615-06510 9.000 EACH | 382.00000 3438.00| 390.00000 3510.00| 540.00000 4860.00
MONUMENT, C | | |
0048 615-06527 2.000 EACH | 433.00000 866.00| 450.00000 900.00| 575.00000 1150.00
MONUMENT, SECTION CORNER | | |
0049 616-02320 205.000 SYS | 3.75000 768.75| 4.00000 820.00| 4.00000 820.00
GEOTEXTILES | | |
0050 616-05688 90.000 TON | 27.00000 2430.00| 33.00000 2970.00| 44.00000 3960.00
RIPRAP, CLASS 1 | | |
0051 616-06405 71.000 TON | 22.00000 1562.00| 25.00000 1775.00| 44.00000 3124.00
RIPRAP, REVETMENT | | |
0052 621-01004 5.000 EACH | 901.00000 4505.00| 950.00000 4750.00| 900.00000 4500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 7.200 TON | 816.00000 5875.20| 1100.00000 7920.00| 1100.00000 7920.00
FERTILIZER | | |
0054 621-06554 2685.000 LBS | 2.30000 6175.50| 3.05000 8189.25| 3.50000 9397.50
SEED MIXTURE, U | | |
0055 621-06557 2685.000 LBS | 2.14000 5745.90| 2.30000 6175.50| 2.50000 6712.50
SEED MIXTURE, T | | |
0056 621-06565 35.800 TON | 408.00000 14606.40| 360.00000 12888.00| 350.00000 12530.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -5
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06574 467.000 SYS | 8.70000 4062.90| 4.00000 1868.00| 5.00000 2335.00
SODDING | | |
0058 628-09402 18.000 MOS | 2555.00000 45990.00| 1600.00000 28800.00| 1450.00000 26100.00
FIELD OFFICE, B | | |
0059 628-09407 18.000 MOS | 275.00000 4950.00| 190.00000 3420.00| 125.00000 2250.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0060 715-02628 1.000 EACH | 530.00000 530.00| 700.00000 700.00| 575.00000 575.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-04612 2530.000 LFT | 36.50000 92345.00| 31.70000 80201.00| 39.00000 98670.00
PIPE , SANITARY SEWER, 21 IN. | | |
0062 715-05024 1151.000 LFT | 45.00000 51795.00| 47.20000 54327.20| 54.00000 62154.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0063 715-05048 14293.000 LFT | 3.20000 45737.60| 2.90000 41449.70| 2.50000 35732.50
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05049 600.000 LFT | 12.50000 7500.00| 6.00000 3600.00| 25.00000 15000.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0065 715-05051 600.000 LFT | 13.70000 8220.00| 8.00000 4800.00| 25.00000 15000.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0066 715-05053 212.000 LFT | 10.20000 2162.40| 19.00000 4028.00| 18.00000 3816.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0067 715-05119 70.000 LFT | 25.00000 1750.00| 25.00000 1750.00| 35.00000 2450.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0068 715-05123 40.000 LFT | 33.00000 1320.00| 35.00000 1400.00| 55.00000 2200.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0069 715-05149 146.000 LFT | 23.00000 3358.00| 21.00000 3066.00| 22.00000 3212.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 4964.000 LFT | 21.50000 106726.00| 23.20000 115164.80| 24.00000 119136.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1086.000 LFT | 22.50000 24435.00| 24.10000 26172.60| 27.00000 29322.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 1312.000 LFT | 30.50000 40016.00| 31.00000 40672.00| 31.00000 40672.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 1212.000 LFT | 37.50000 45450.00| 37.50000 45450.00| 43.00000 52116.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05161 1716.000 LFT | 68.75000 117975.00| 67.50000 115830.00| 85.00000 145860.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0075 715-05327 34.000 LFT | 65.00000 2210.00| 85.00000 2890.00| 61.00000 2074.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 1.83 | | |
SFT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -6
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-05344 251.000 LFT | 135.00000 33885.00| 126.00000 31626.00| 139.00000 34889.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | |
SQ.FT. | | |
0077 715-05408 666.000 LFT | 26.00000 17316.00| 21.00000 13986.00| 47.00000 31302.00
PIPE, SANITARY SEWER, 8 IN. | | |
0078 715-05409 338.000 LFT | 27.50000 9295.00| 20.20000 6827.60| 23.00000 7774.00
PIPE, SANITARY SEWER, 10 IN. | | |
0079 715-05412 2679.000 LFT | 26.05000 69787.95| 23.50000 62956.50| 27.00000 72333.00
PIPE, SANITARY SEWER, 15 IN. | | |
0080 715-05413 1743.000 LFT | 30.00000 52290.00| 27.10000 47235.30| 30.00000 52290.00
PIPE, SANITARY SEWER, 18 IN. | | |
0081 715-07578 1.000 EACH | 3500.00000 3500.00| 2500.00000 2500.00| 2900.00000 2900.00
PIPE END SECTION, MIN. AREA 12.9 SQ. FT | | |
0082 715-08449 1.000 EACH | 650.00000 650.00| 7500.00000 7500.00| 750.00000 750.00
SAFETY METAL END SECTION, 6:1, MIN. | | |
AREA 1.8 SQ. FT. | | |
0083 715-46000 3.000 EACH | 335.00000 1005.00| 500.00000 1500.00| 400.00000 1200.00
PIPE END SECTION, 12 IN. | | |
0084 715-46005 12.000 EACH | 365.00000 4380.00| 525.00000 6300.00| 425.00000 5100.00
PIPE END SECTION, 15 IN. | | |
0085 715-46010 2.000 EACH | 420.00000 840.00| 600.00000 1200.00| 450.00000 900.00
PIPE END SECTION, 18 IN. | | |
0086 715-46020 4.000 EACH | 615.00000 2460.00| 625.00000 2500.00| 495.00000 1980.00
PIPE END SECTION, 24 IN. | | |
0087 718-06531 5.000 EACH | 612.50000 3062.50| 490.00000 2450.00| 725.00000 3625.00
OUTLET PROTECTOR, 3 | | |
0088 718-06532 6000.000 LFT | 1.00000 6000.00| 0.80000 4800.00| 1.00000 6000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0089 718-52610 1293.000 CYS | 25.00000 32325.00| 18.00000 23274.00| 19.00000 24567.00
AGGREGATE FOR UNDERDRAINS | | |
0090 718-99153 15856.000 SYS | 1.30000 20612.80| 0.90000 14270.40| 1.00000 15856.00
GEOTEXTILES FOR UNDERDRAIN | | |
0091 720-03988 1.000 EACH | 6500.00000 6500.00| 2500.00000 2500.00| 2775.00000 2775.00
MANHOLE, J4, DROP MODIFIED | | |
0092 720-45069 7.000 EACH | 2350.00000 16450.00| 1895.00000 13265.00| 1900.00000 13300.00
INLET, P12 | | |
0093 720-45410 24.000 EACH | 1995.00000 47880.00| 1260.00000 30240.00| 1500.00000 36000.00
MANHOLE, C4 | | |
0094 720-45410 29.000 EACH | 2980.00000 86420.00| 1980.00000 57420.00| 2400.00000 69600.00
MANHOLE, C4 , SANITARY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -7
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 720-93501 1.000 EACH | 4800.00000 4800.00| 3200.00000 3200.00| 3400.00000 3400.00
MANHOLE, L4 | | |
0096 720-94612 5.000 EACH | 2800.00000 14000.00| 1880.00000 9400.00| 2200.00000 11000.00
MANHOLE, K4 | | |
0097 720-95409 2.000 EACH | 3900.00000 7800.00| 2340.00000 4680.00| 4100.00000 8200.00
MANHOLE, J4, MODIFIED | | |
0098 720-95422 12.000 EACH | 2530.00000 30360.00| 1776.00000 21312.00| 2100.00000 25200.00
MANHOLE, J4 | | |
0099 720-98174 38.000 EACH | 1720.00000 65360.00| 1597.00000 60686.00| 1500.00000 57000.00
INLET, B15 | | |
0100 720-98555 3.000 EACH | 1800.00000 5400.00| 1650.00000 4950.00| 1500.00000 4500.00
INLET, C15 | | |
0101 720-98625 1.000 EACH | 4350.00000 4350.00| 2650.00000 2650.00| 3100.00000 3100.00
MANHOLE, C4, DROP , SANITARY | | |
0102 720-99416 4.000 EACH | 1780.00000 7120.00| 1630.00000 6520.00| 1900.00000 7600.00
CATCH BASIN, B15 | | |
0103 720-99417 36.000 EACH | 1900.00000 68400.00| 1680.00000 60480.00| 1900.00000 68400.00
CATCH BASIN, C15 | | |
0104 801-03290 2.000 EACH | 322.00000 644.00| 280.00000 560.00| 200.00000 400.00
CONSTRUCTION SIGN, C | | |
0105 801-04308 6.000 EACH | 152.00000 912.00| 290.00000 1740.00| 200.00000 1200.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0106 801-06207 8877.000 LFT | 0.89000 7900.53| 0.90000 7989.30| 0.90000 7989.30
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0107 801-06625 32.000 EACH | 70.50000 2256.00| 65.50000 2096.00| 55.00000 1760.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0108 801-06640 21.000 EACH | 162.50000 3412.50| 214.00000 4494.00| 135.00000 2835.00
CONSTRUCTION SIGN, A | | |
0109 801-06645 2.000 EACH | 45.90000 91.80| 49.00000 98.00| 42.00000 84.00
CONSTRUCTION SIGN, B | | |
0110 801-06775 LUMP | 18999.42000 18999.42| 49920.00000 49920.00| 38378.68000 38378.68
MAINTAINING TRAFFIC | | |
0111 801-07119 228.000 LFT | 8.15000 1858.20| 15.00000 3420.00| 10.00000 2280.00
BARRICADE, III-B | | |
0112 802-05701 316.000 LFT | 15.30000 4834.80| 16.00000 5056.00| 15.00000 4740.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0113 802-05702 43.000 LFT | 13.75000 591.25| 14.00000 602.00| 14.00000 602.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -8
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 802-76025 104.900 SFT | 21.40000 2244.86| 22.00000 2307.80| 22.00000 2307.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0115 802-76035 129.000 SFT | 21.90000 2825.10| 23.00000 2967.00| 23.00000 2967.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0116 805-02426 443.000 LFT | 6.15000 2724.45| 6.30000 2790.90| 6.00000 2658.00
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0117 805-06592 443.000 LFT | 9.20000 4075.60| 9.40000 4164.20| 9.00000 3987.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0118 807-02191 3.000 EACH | 615.00000 1845.00| 630.00000 1890.00| 650.00000 1950.00
HANDHOLE, LIGHTING | | |
0119 807-02193 23.000 EACH | 870.00000 20010.00| 880.00000 20240.00| 900.00000 20700.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0120 807-03051 2300.000 LFT | 0.95000 2185.00| 0.95000 2185.00| 1.00000 2300.00
LIGHT CABLE, 1C 10GA. | | |
0121 807-07580 5097.000 LFT | 6.15000 31346.55| 6.20000 31601.40| 6.00000 30582.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0122 807-83756 14.000 EACH | 1198.00000 16772.00| 1220.00000 17080.00| 1200.00000 16800.00
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0123 807-84756 9.000 EACH | 1335.00000 12015.00| 1363.00000 12267.00| 1400.00000 12600.00
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0124 807-86620 23.000 EACH | 230.00000 5290.00| 230.00000 5290.00| 225.00000 5175.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0125 807-86805 2.000 EACH | 2860.00000 5720.00| 2950.00000 5900.00| 2900.00000 5800.00
SERVICE POINT, I | | |
0126 807-86910 23.000 EACH | 43.85000 1008.55| 44.70000 1028.10| 45.00000 1035.00
CONNECTOR KIT, UNFUSED | | |
0127 807-86915 23.000 EACH | 41.80000 961.40| 43.00000 989.00| 45.00000 1035.00
CONNECTOR KIT, FUSED | | |
0128 807-86920 49.000 EACH | 24.00000 1176.00| 25.00000 1225.00| 25.00000 1225.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -9
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 807-86925 12.000 EACH | 27.05000 324.60| 29.00000 348.00| 29.00000 348.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0130 807-86930 38.000 EACH | 24.00000 912.00| 25.00000 950.00| 25.00000 950.00
INSULATION LINK, NONWATERPROOFED | | |
0131 807-86935 16.000 EACH | 27.00000 432.00| 28.00000 448.00| 28.00000 448.00
INSULATION LINK, WATERPROOFED | | |
0132 808-06701 50.000 LFT | 2.55000 127.50| 3.00000 150.00| 0.50000 25.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0133 808-06703 3373.000 LFT | 0.55000 1855.15| 0.45000 1517.85| 0.50000 1686.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0134 808-06713 12969.000 LFT | 0.15000 1945.35| 0.20000 2593.80| 0.20000 2593.80
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0135 808-06714 12051.000 LFT | 0.15000 1807.65| 0.20000 2410.20| 0.20000 2410.20
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0136 808-06716 6358.000 LFT | 0.48000 3051.84| 0.30000 1907.40| 0.50000 3179.00
LINE, REMOVE | | |
0137 808-75245 3052.000 LFT | 0.55000 1678.60| 0.45000 1373.40| 0.50000 1526.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0138 808-75290 452.000 LFT | 4.15000 1875.80| 3.50000 1582.00| 10.00000 4520.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0139 808-75297 89.000 LFT | 4.15000 369.35| 4.00000 356.00| 10.00000 890.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0140 808-75300 292.000 LFT | 1.15000 335.80| 2.00000 584.00| 2.00000 584.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0141 808-75320 27.000 EACH | 81.50000 2200.50| 84.00000 2268.00| 60.00000 1620.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0142 808-75325 28.000 EACH | 115.00000 3220.00| 84.00000 2352.00| 80.00000 2240.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0143 808-92027 4486.000 LFT | 1.20000 5383.20| 0.90000 4037.40| 0.75000 3364.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -10
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1461789 |( 3 ) 35-1357381
|MILESTONE CONTRACTORS LP |POINDEXTER EXCAVATING |O`MARA DAVE CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75996 37.000 EACH | 15.00000 555.00| 30.00000 1110.00| 20.00000 740.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 4,440,940.00| $ 4,645,240.55| $ 4,729,800.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,440,940.00| $ 4,645,240.55| $ 4,729,800.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -11
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 23000.00000 23000.00| 100000.00000 100000.00| 60481.08000 60481.08
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 200556.94000 200556.94| 245000.00000 245000.00| 132918.19000 132918.19
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 15000.00000 15000.00| 47500.00000 47500.00| 41883.42000 41883.42
CLEARING RIGHT OF WAY | | |
0011 203-02000 25100.000 CYS | 14.25000 357675.00| 9.00000 225900.00| 9.35000 234685.00
EXCAVATION, COMMON | | |
0012 203-02070 2735.000 CYS | 13.00000 35555.00| 0.10000 273.50| 7.76000 21223.60
BORROW | | |
0013 205-06931 374.000 TON | 58.00000 21692.00| 20.00000 7480.00| 29.53000 11044.22
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 596.000 LFT | 8.00000 4768.00| 8.00000 4768.00| 10.05000 5989.80
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06933 8.000 EACH | 85.00000 680.00| 85.00000 680.00| 110.07000 880.56
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 6727.000 LFT | 1.20000 8072.40| 1.20000 8072.40| 1.47000 9888.69
TEMPORARY SILT FENCE | | |
0017 205-09543 200.000 TON | 12.50000 2500.00| 20.00000 4000.00| 14.94000 2988.00
NO 2 STONE | | |
0018 207-08262 39600.000 SYS | 1.70000 67320.00| 0.75000 29700.00| 3.00000 118800.00
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -12
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 10891.000 SYS | 3.55000 38663.05| 5.00000 54455.00| 3.34000 36375.94
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08267 2623.000 SYS | 6.75000 17705.25| 7.50000 19672.50| 7.58000 19882.34
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 20130.000 CYS | 12.50000 251625.00| 15.00000 301950.00| 14.41000 290073.30
STRUCTURE BACKFILL, TYPE 1 | | |
0022 215-07043 10000.000 SYS | 3.55000 35500.00| 4.00000 40000.00| 3.10000 31000.00
CHEMICAL MODIFICATION, SOILS | | |
0023 303-01180 4107.000 TON | 13.00000 53391.00| 13.00000 53391.00| 21.83000 89655.81
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 19.000 TON | 18.00000 342.00| 20.00000 380.00| 28.55000 542.45
COMPACTED AGGREGATE, NO. 73 | | |
0025 306-08034 9555.000 SYS | 1.50000 14332.50| 1.50000 14332.50| 1.63000 15574.65
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 288.000 SYS | 2.25000 648.00| 2.25000 648.00| 2.45000 705.60
MILLING, TRANSITION | | |
0027 401-07327 3660.000 TON | 65.20000 238632.00| 65.20000 238632.00| 71.05000 260043.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0028 401-07397 4178.000 TON | 55.25000 230834.50| 55.25000 230834.50| 60.21000 251557.38
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0029 401-07423 12154.000 TON | 47.25000 574276.50| 47.25000 574276.50| 51.49000 625809.46
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0030 401-07429 5875.000 TON | 49.50000 290812.50| 49.50000 290812.50| 53.94000 316897.50
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07433 388.000 TON | 78.50000 30458.00| 78.50000 30458.00| 85.55000 33193.40
HMA SURFACE, TYPE B | | |
0032 402-07438 1433.000 TON | 56.50000 80964.50| 56.50000 80964.50| 61.57000 88229.81
HMA INTERMEDIATE, TYPE B | | |
0033 402-07441 2850.000 TON | 50.00000 142500.00| 50.00000 142500.00| 54.49000 155296.50
HMA BASE, TYPE B | | |
0034 406-05520 42.000 TON | 530.00000 22260.00| 530.00000 22260.00| 577.57000 24257.94
ASPHALT FOR TACK COAT | | |
0035 604-05528 1247.000 TON | 61.50000 76690.50| 61.50000 76690.50| 67.02000 83573.94
SIDEWALK, HMA | | |
0036 604-07894 19.000 SYS | 94.00000 1786.00| 120.00000 2280.00| 102.44000 1946.36
CURB RAMP, CONCRETE, A | | |
0037 604-07901 72.000 SYS | 94.50000 6804.00| 135.00000 9720.00| 102.98000 7414.56
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -13
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-91531 3828.000 SYS | 27.45000 105078.60| 24.50000 93786.00| 29.91000 114495.48
SIDEWALK, CONCRETE, 4 IN. | | |
0039 605-06140 14803.000 LFT | 13.00000 192439.00| 12.00000 177636.00| 14.17000 209758.51
CURB AND GUTTER, CONCRETE | | |
0040 610-07486 273.000 TON | 91.50000 24979.50| 91.50000 24979.50| 99.71000 27220.83
HMA FOR APPROACHES, TYPE A | | |
0041 610-07487 358.000 TON | 87.50000 31325.00| 87.50000 31325.00| 95.35000 34135.30
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 99.000 SYS | 62.50000 6187.50| 56.00000 5544.00| 68.11000 6742.89
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-02825 1.000 EACH | 504.00000 504.00| 350.00000 350.00| 321.47000 321.47
MAILBOX ASSEMBLY, TRIPLE | | |
0044 611-06497 2.000 EACH | 168.00000 336.00| 175.00000 350.00| 212.50000 425.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06490 10.000 EACH | 163.00000 1630.00| 165.00000 1650.00| 141.67000 1416.70
RIGHT OF WAY MARKER | | |
0046 615-06505 7.000 EACH | 623.00000 4361.00| 525.00000 3675.00| 730.13000 5110.91
MONUMENT, B | | |
0047 615-06510 9.000 EACH | 343.00000 3087.00| 375.00000 3375.00| 561.22000 5050.98
MONUMENT, C | | |
0048 615-06527 2.000 EACH | 497.00000 994.00| 425.00000 850.00| 572.12000 1144.24
MONUMENT, SECTION CORNER | | |
0049 616-02320 205.000 SYS | 6.00000 1230.00| 1.00000 205.00| 3.88000 795.40
GEOTEXTILES | | |
0050 616-05688 90.000 TON | 38.00000 3420.00| 25.00000 2250.00| 33.30000 2997.00
RIPRAP, CLASS 1 | | |
0051 616-06405 71.000 TON | 38.00000 2698.00| 20.00000 1420.00| 33.30000 2364.30
RIPRAP, REVETMENT | | |
0052 621-01004 5.000 EACH | 395.00000 1975.00| 395.00000 1975.00| 955.71000 4778.55
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 7.200 TON | 950.00000 6840.00| 950.00000 6840.00| 1158.40000 8340.48
FERTILIZER | | |
0054 621-06554 2685.000 LBS | 3.24000 8699.40| 3.24000 8699.40| 3.20000 8592.00
SEED MIXTURE, U | | |
0055 621-06557 2685.000 LBS | 2.00000 5370.00| 2.00000 5370.00| 2.42000 6497.70
SEED MIXTURE, T | | |
0056 621-06565 35.800 TON | 350.00000 12530.00| 350.00000 12530.00| 372.69000 13342.30
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -14
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06574 467.000 SYS | 3.15000 1471.05| 3.15000 1471.05| 4.03000 1882.01
SODDING | | |
0058 628-09402 18.000 MOS | 1020.00000 18360.00| 2000.00000 36000.00| 817.31000 14711.58
FIELD OFFICE, B | | |
0059 628-09407 18.000 MOS | 260.00000 4680.00| 100.00000 1800.00| 749.75000 13495.50
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0060 715-02628 1.000 EACH | 1550.00000 1550.00| 525.00000 525.00| 299.68000 299.68
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-04612 2530.000 LFT | 47.00000 118910.00| 47.00000 118910.00| 48.00000 121440.00
PIPE , SANITARY SEWER, 21 IN. | | |
0062 715-05024 1151.000 LFT | 45.00000 51795.00| 44.00000 50644.00| 43.42000 49976.42
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0063 715-05048 14293.000 LFT | 3.15000 45022.95| 3.25000 46452.25| 2.85000 40735.05
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05049 600.000 LFT | 23.00000 13800.00| 15.00000 9000.00| 7.88000 4728.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0065 715-05051 600.000 LFT | 25.00000 15000.00| 17.00000 10200.00| 14.37000 8622.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0066 715-05053 212.000 LFT | 10.00000 2120.00| 10.00000 2120.00| 13.81000 2927.72
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0067 715-05119 70.000 LFT | 26.50000 1855.00| 20.00000 1400.00| 19.92000 1394.40
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0068 715-05123 40.000 LFT | 37.00000 1480.00| 38.00000 1520.00| 28.43000 1137.20
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0069 715-05149 146.000 LFT | 27.50000 4015.00| 22.00000 3212.00| 19.00000 2774.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 4964.000 LFT | 25.50000 126582.00| 24.00000 119136.00| 19.90000 98783.60
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1086.000 LFT | 32.00000 34752.00| 25.00000 27150.00| 20.79000 22577.94
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 1312.000 LFT | 33.00000 43296.00| 31.00000 40672.00| 28.46000 37339.52
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 1212.000 LFT | 37.00000 44844.00| 38.00000 46056.00| 40.55000 49146.60
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05161 1716.000 LFT | 75.00000 128700.00| 75.00000 128700.00| 71.54000 122762.64
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0075 715-05327 34.000 LFT | 51.00000 1734.00| 60.00000 2040.00| 61.68000 2097.12
PIPE, TYPE 2, DEFORMED, MIN. AREA 1.83 | | |
SFT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -15
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-05344 251.000 LFT | 140.00000 35140.00| 150.00000 37650.00| 161.50000 40536.50
PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | |
SQ.FT. | | |
0077 715-05408 666.000 LFT | 51.00000 33966.00| 19.00000 12654.00| 27.69000 18441.54
PIPE, SANITARY SEWER, 8 IN. | | |
0078 715-05409 338.000 LFT | 31.00000 10478.00| 25.00000 8450.00| 29.36000 9923.68
PIPE, SANITARY SEWER, 10 IN. | | |
0079 715-05412 2679.000 LFT | 36.00000 96444.00| 32.00000 85728.00| 35.93000 96256.47
PIPE, SANITARY SEWER, 15 IN. | | |
0080 715-05413 1743.000 LFT | 38.00000 66234.00| 37.00000 64491.00| 40.05000 69807.15
PIPE, SANITARY SEWER, 18 IN. | | |
0081 715-07578 1.000 EACH | 2800.00000 2800.00| 1200.00000 1200.00| 3214.76000 3214.76
PIPE END SECTION, MIN. AREA 12.9 SQ. FT | | |
0082 715-08449 1.000 EACH | 1200.00000 1200.00| 560.00000 560.00| 599.37000 599.37
SAFETY METAL END SECTION, 6:1, MIN. | | |
AREA 1.8 SQ. FT. | | |
0083 715-46000 3.000 EACH | 300.00000 900.00| 325.00000 975.00| 435.90000 1307.70
PIPE END SECTION, 12 IN. | | |
0084 715-46005 12.000 EACH | 305.00000 3660.00| 365.00000 4380.00| 473.81000 5685.72
PIPE END SECTION, 15 IN. | | |
0085 715-46010 2.000 EACH | 360.00000 720.00| 475.00000 950.00| 528.30000 1056.60
PIPE END SECTION, 18 IN. | | |
0086 715-46020 4.000 EACH | 386.00000 1544.00| 515.00000 2060.00| 697.21000 2788.84
PIPE END SECTION, 24 IN. | | |
0087 718-06531 5.000 EACH | 600.00000 3000.00| 700.00000 3500.00| 452.25000 2261.25
OUTLET PROTECTOR, 3 | | |
0088 718-06532 6000.000 LFT | 0.95000 5700.00| 0.50000 3000.00| 1.04000 6240.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0089 718-52610 1293.000 CYS | 24.50000 31678.50| 24.00000 31032.00| 21.69000 28045.17
AGGREGATE FOR UNDERDRAINS | | |
0090 718-99153 15856.000 SYS | 1.25000 19820.00| 1.00000 15856.00| 0.77000 12209.12
GEOTEXTILES FOR UNDERDRAIN | | |
0091 720-03988 1.000 EACH | 5400.00000 5400.00| 3500.00000 3500.00| 2105.08000 2105.08
MANHOLE, J4, DROP MODIFIED | | |
0092 720-45069 7.000 EACH | 1850.00000 12950.00| 2400.00000 16800.00| 2211.87000 15483.09
INLET, P12 | | |
0093 720-45410 24.000 EACH | 1700.00000 40800.00| 2200.00000 52800.00| 1467.57000 35221.68
MANHOLE, C4 | | |
0094 720-45410 29.000 EACH | 2450.00000 71050.00| 3300.00000 95700.00| 3350.00000 97150.00
MANHOLE, C4 , SANITARY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -16
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 720-93501 1.000 EACH | 6000.00000 6000.00| 5000.00000 5000.00| 4782.37000 4782.37
MANHOLE, L4 | | |
0096 720-94612 5.000 EACH | 3700.00000 18500.00| 3700.00000 18500.00| 2826.58000 14132.90
MANHOLE, K4 | | |
0097 720-95409 2.000 EACH | 3600.00000 7200.00| 5400.00000 10800.00| 4073.51000 8147.02
MANHOLE, J4, MODIFIED | | |
0098 720-95422 12.000 EACH | 2700.00000 32400.00| 3000.00000 36000.00| 2240.00000 26880.00
MANHOLE, J4 | | |
0099 720-98174 38.000 EACH | 1850.00000 70300.00| 1850.00000 70300.00| 2032.06000 77218.28
INLET, B15 | | |
0100 720-98555 3.000 EACH | 1900.00000 5700.00| 1850.00000 5550.00| 2032.06000 6096.18
INLET, C15 | | |
0101 720-98625 1.000 EACH | 5700.00000 5700.00| 4500.00000 4500.00| 4915.29000 4915.29
MANHOLE, C4, DROP , SANITARY | | |
0102 720-99416 4.000 EACH | 1900.00000 7600.00| 2000.00000 8000.00| 2270.71000 9082.84
CATCH BASIN, B15 | | |
0103 720-99417 36.000 EACH | 1900.00000 68400.00| 2100.00000 75600.00| 2224.94000 80097.84
CATCH BASIN, C15 | | |
0104 801-03290 2.000 EACH | 200.00000 400.00| 314.00000 628.00| 342.18000 684.36
CONSTRUCTION SIGN, C | | |
0105 801-04308 6.000 EACH | 200.00000 1200.00| 149.00000 894.00| 162.37000 974.22
ROAD CLOSURE SIGN ASSEMBLY | | |
0106 801-06207 8877.000 LFT | 0.88000 7811.76| 0.87000 7722.99| 0.95000 8433.15
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0107 801-06625 32.000 EACH | 52.00000 1664.00| 69.00000 2208.00| 75.19000 2406.08
DETOUR ROUTE MARKER ASSEMBLY | | |
0108 801-06640 21.000 EACH | 125.00000 2625.00| 159.00000 3339.00| 173.27000 3638.67
CONSTRUCTION SIGN, A | | |
0109 801-06645 2.000 EACH | 40.00000 80.00| 15.00000 30.00| 49.04000 98.08
CONSTRUCTION SIGN, B | | |
0110 801-06775 LUMP | 12000.00000 12000.00| 73800.00000 73800.00| 68530.75000 68530.75
MAINTAINING TRAFFIC | | |
0111 801-07119 228.000 LFT | 10.00000 2280.00| 8.00000 1824.00| 8.72000 1988.16
BARRICADE, III-B | | |
0112 802-05701 316.000 LFT | 15.00000 4740.00| 15.00000 4740.00| 17.84000 5637.44
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0113 802-05702 43.000 LFT | 13.50000 580.50| 13.50000 580.50| 15.96000 686.28
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -17
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 802-76025 104.900 SFT | 21.00000 2202.90| 21.00000 2202.90| 18.90000 1982.61
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0115 802-76035 129.000 SFT | 21.50000 2773.50| 21.50000 2773.50| 19.83000 2558.07
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0116 805-02426 443.000 LFT | 6.00000 2658.00| 6.00000 2658.00| 9.49000 4204.07
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0117 805-06592 443.000 LFT | 9.00000 3987.00| 9.00000 3987.00| 13.48000 5971.64
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0118 807-02191 3.000 EACH | 604.00000 1812.00| 604.00000 1812.00| 763.76000 2291.28
HANDHOLE, LIGHTING | | |
0119 807-02193 23.000 EACH | 853.00000 19619.00| 853.00000 19619.00| 957.89000 22031.47
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0120 807-03051 2300.000 LFT | 0.90000 2070.00| 0.90000 2070.00| 0.41000 943.00
LIGHT CABLE, 1C 10GA. | | |
0121 807-07580 5097.000 LFT | 6.00000 30582.00| 6.00000 30582.00| 7.31000 37259.07
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0122 807-83756 14.000 EACH | 1174.00000 16436.00| 1174.00000 16436.00| 1352.38000 18933.32
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0123 807-84756 9.000 EACH | 1311.00000 11799.00| 1311.00000 11799.00| 1464.62000 13181.58
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0124 807-86620 23.000 EACH | 222.00000 5106.00| 222.00000 5106.00| 290.96000 6692.08
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0125 807-86805 2.000 EACH | 2805.00000 5610.00| 2805.00000 5610.00| 2849.70000 5699.40
SERVICE POINT, I | | |
0126 807-86910 23.000 EACH | 43.00000 989.00| 43.00000 989.00| 47.95000 1102.85
CONNECTOR KIT, UNFUSED | | |
0127 807-86915 23.000 EACH | 41.00000 943.00| 41.00000 943.00| 50.13000 1152.99
CONNECTOR KIT, FUSED | | |
0128 807-86920 49.000 EACH | 23.50000 1151.50| 23.50000 1151.50| 23.00000 1127.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -18
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 807-86925 12.000 EACH | 26.50000 318.00| 26.50000 318.00| 23.00000 276.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0130 807-86930 38.000 EACH | 23.50000 893.00| 23.50000 893.00| 18.30000 695.40
INSULATION LINK, NONWATERPROOFED | | |
0131 807-86935 16.000 EACH | 26.50000 424.00| 26.50000 424.00| 20.96000 335.36
INSULATION LINK, WATERPROOFED | | |
0132 808-06701 50.000 LFT | 0.50000 25.00| 2.50000 125.00| 2.72000 136.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0133 808-06703 3373.000 LFT | 0.50000 1686.50| 0.52000 1753.96| 0.57000 1922.61
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0134 808-06713 12969.000 LFT | 0.20000 2593.80| 0.15000 1945.35| 0.16000 2075.04
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0135 808-06714 12051.000 LFT | 0.20000 2410.20| 0.15000 1807.65| 0.16000 1928.16
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0136 808-06716 6358.000 LFT | 0.50000 3179.00| 0.45000 2861.10| 0.49000 3115.42
LINE, REMOVE | | |
0137 808-75245 3052.000 LFT | 0.50000 1526.00| 0.52000 1587.04| 0.57000 1739.64
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0138 808-75290 452.000 LFT | 10.00000 4520.00| 4.05000 1830.60| 4.41000 1993.32
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0139 808-75297 89.000 LFT | 10.00000 890.00| 4.05000 360.45| 4.41000 392.49
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0140 808-75300 292.000 LFT | 2.00000 584.00| 1.10000 321.20| 1.20000 350.40
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0141 808-75320 27.000 EACH | 60.00000 1620.00| 80.00000 2160.00| 87.18000 2353.86
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0142 808-75325 28.000 EACH | 10.00000 280.00| 110.00000 3080.00| 119.87000 3356.36
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0143 808-92027 4486.000 LFT | 0.70000 3140.20| 1.15000 5158.90| 1.25000 5607.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -19
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75996 37.000 EACH | 19.00000 703.00| 19.00000 703.00| 100.00000 3700.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 4,749,900.00| $ 4,791,827.24| $ 4,951,052.14
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,749,900.00| $ 4,791,827.24| $ 4,951,052.14
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -20
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 16613.21000 16613.21| 35000.00000 35000.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 47660.34000 47660.34| 254800.00000 254800.00| 250000.00000 250000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 30160.73000 30160.73| 42600.00000 42600.00| 51000.00000 51000.00
CLEARING RIGHT OF WAY | | |
0011 203-02000 25100.000 CYS | 14.64000 367464.00| 14.00000 351400.00| 11.00000 276100.00
EXCAVATION, COMMON | | |
0012 203-02070 2735.000 CYS | 11.91000 32573.85| 1.00000 2735.00| 0.01000 27.35
BORROW | | |
0013 205-06931 374.000 TON | 17.44000 6522.56| 19.00000 7106.00| 26.00000 9724.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 596.000 LFT | 7.80000 4648.80| 8.50000 5066.00| 8.00000 4768.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06933 8.000 EACH | 94.77000 758.16| 88.00000 704.00| 85.00000 680.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 6727.000 LFT | 1.23000 8274.21| 1.25000 8408.75| 1.20000 8072.40
TEMPORARY SILT FENCE | | |
0017 205-09543 200.000 TON | 13.45000 2690.00| 15.00000 3000.00| 12.00000 2400.00
NO 2 STONE | | |
0018 207-08262 39600.000 SYS | 4.61000 182556.00| 2.50000 99000.00| 3.50000 138600.00
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -21
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 10891.000 SYS | 4.75000 51732.25| 4.25000 46286.75| 4.50000 49009.50
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08267 2623.000 SYS | 7.51000 19698.73| 8.00000 20984.00| 4.50000 11803.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 20130.000 CYS | 13.38000 269339.40| 12.40000 249612.00| 15.00000 301950.00
STRUCTURE BACKFILL, TYPE 1 | | |
0022 215-07043 10000.000 SYS | 3.57000 35700.00| 3.35000 33500.00| 3.60000 36000.00
CHEMICAL MODIFICATION, SOILS | | |
0023 303-01180 4107.000 TON | 11.53000 47353.71| 9.40000 38605.80| 15.00000 61605.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 19.000 TON | 20.03000 380.57| 40.00000 760.00| 19.00000 361.00
COMPACTED AGGREGATE, NO. 73 | | |
0025 306-08034 9555.000 SYS | 2.14000 20447.70| 1.50000 14332.50| 1.10000 10510.50
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 288.000 SYS | 10.48000 3018.24| 2.25000 648.00| 5.50000 1584.00
MILLING, TRANSITION | | |
0027 401-07327 3660.000 TON | 72.70000 266082.00| 67.00000 245220.00| 69.00000 252540.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0028 401-07397 4178.000 TON | 61.60000 257364.80| 57.00000 238146.00| 58.00000 242324.00
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0029 401-07423 12154.000 TON | 52.68000 640272.72| 49.00000 595546.00| 55.00000 668470.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0030 401-07429 5875.000 TON | 55.19000 324241.25| 51.00000 299625.00| 56.00000 329000.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07433 388.000 TON | 87.53000 33961.64| 81.00000 31428.00| 68.00000 26384.00
HMA SURFACE, TYPE B | | |
0032 402-07438 1433.000 TON | 63.00000 90279.00| 58.00000 83114.00| 56.00000 80248.00
HMA INTERMEDIATE, TYPE B | | |
0033 402-07441 2850.000 TON | 55.75000 158887.50| 52.00000 148200.00| 52.00000 148200.00
HMA BASE, TYPE B | | |
0034 406-05520 42.000 TON | 590.94000 24819.48| 550.00000 23100.00| 400.00000 16800.00
ASPHALT FOR TACK COAT | | |
0035 604-05528 1247.000 TON | 68.57000 85506.79| 64.00000 79808.00| 68.00000 84796.00
SIDEWALK, HMA | | |
0036 604-07894 19.000 SYS | 117.07000 2224.33| 98.00000 1862.00| 122.00000 2318.00
CURB RAMP, CONCRETE, A | | |
0037 604-07901 72.000 SYS | 117.07000 8429.04| 98.00000 7056.00| 141.00000 10152.00
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -22
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-91531 3828.000 SYS | 40.63000 155531.64| 28.00000 107184.00| 40.00000 153120.00
SIDEWALK, CONCRETE, 4 IN. | | |
0039 605-06140 14803.000 LFT | 15.52000 229742.56| 13.50000 199840.50| 13.00000 192439.00
CURB AND GUTTER, CONCRETE | | |
0040 610-07486 273.000 TON | 102.02000 27851.46| 95.00000 25935.00| 84.00000 22932.00
HMA FOR APPROACHES, TYPE A | | |
0041 610-07487 358.000 TON | 97.56000 34926.48| 91.00000 32578.00| 88.00000 31504.00
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 99.000 SYS | 55.66000 5510.34| 65.00000 6435.00| 48.00000 4752.00
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-02825 1.000 EACH | 328.92000 328.92| 360.00000 360.00| 350.00000 350.00
MAILBOX ASSEMBLY, TRIPLE | | |
0044 611-06497 2.000 EACH | 217.42000 434.84| 180.00000 360.00| 175.00000 350.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06490 10.000 EACH | 144.95000 1449.50| 170.00000 1700.00| 165.00000 1650.00
RIGHT OF WAY MARKER | | |
0046 615-06505 7.000 EACH | 677.13000 4739.91| 550.00000 3850.00| 525.00000 3675.00
MONUMENT, B | | |
0047 615-06510 9.000 EACH | 677.13000 6094.17| 390.00000 3510.00| 375.00000 3375.00
MONUMENT, C | | |
0048 615-06527 2.000 EACH | 585.37000 1170.74| 442.00000 884.00| 425.00000 850.00
MONUMENT, SECTION CORNER | | |
0049 616-02320 205.000 SYS | 3.09000 633.45| 2.00000 410.00| 3.00000 615.00
GEOTEXTILES | | |
0050 616-05688 90.000 TON | 29.37000 2643.30| 41.00000 3690.00| 24.00000 2160.00
RIPRAP, CLASS 1 | | |
0051 616-06405 71.000 TON | 15.43000 1095.53| 27.00000 1917.00| 16.00000 1136.00
RIPRAP, REVETMENT | | |
0052 621-01004 5.000 EACH | 1003.48000 5017.40| 410.00000 2050.00| 395.00000 1975.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 7.200 TON | 891.98000 6422.26| 988.00000 7113.60| 950.00000 6840.00
FERTILIZER | | |
0054 621-06554 2685.000 LBS | 2.51000 6739.35| 3.30000 8860.50| 3.24000 8699.40
SEED MIXTURE, U | | |
0055 621-06557 2685.000 LBS | 2.34000 6282.90| 2.05000 5504.25| 2.00000 5370.00
SEED MIXTURE, T | | |
0056 621-06565 35.800 TON | 445.99000 15966.44| 364.00000 13031.20| 350.00000 12530.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -23
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06574 467.000 SYS | 9.48000 4427.16| 5.40000 2521.80| 3.15000 1471.05
SODDING | | |
0058 628-09402 18.000 MOS | 1208.64000 21755.52| 2000.00000 36000.00| 2500.00000 45000.00
FIELD OFFICE, B | | |
0059 628-09407 18.000 MOS | 216.80000 3902.40| 250.00000 4500.00| 450.00000 8100.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0060 715-02628 1.000 EACH | 714.42000 714.42| 580.00000 580.00| 700.00000 700.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-04612 2530.000 LFT | 51.73000 130876.90| 53.00000 134090.00| 39.00000 98670.00
PIPE , SANITARY SEWER, 21 IN. | | |
0062 715-05024 1151.000 LFT | 62.15000 71534.65| 73.00000 84023.00| 65.00000 74815.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0063 715-05048 14293.000 LFT | 3.88000 55456.84| 3.70000 52884.10| 2.80000 40020.40
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05049 600.000 LFT | 12.21000 7326.00| 7.50000 4500.00| 11.00000 6600.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0065 715-05051 600.000 LFT | 14.30000 8580.00| 9.50000 5700.00| 13.00000 7800.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0066 715-05053 212.000 LFT | 14.51000 3076.12| 14.00000 2968.00| 15.25000 3233.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0067 715-05119 70.000 LFT | 20.76000 1453.20| 29.00000 2030.00| 25.00000 1750.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0068 715-05123 40.000 LFT | 30.62000 1224.80| 46.00000 1840.00| 32.00000 1280.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0069 715-05149 146.000 LFT | 18.24000 2663.04| 26.00000 3796.00| 25.00000 3650.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 4964.000 LFT | 23.76000 117944.64| 27.00000 134028.00| 25.00000 124100.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1086.000 LFT | 21.54000 23392.44| 31.00000 33666.00| 30.00000 32580.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 1312.000 LFT | 29.27000 38402.24| 39.00000 51168.00| 32.00000 41984.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 1212.000 LFT | 37.73000 45728.76| 50.00000 60600.00| 36.00000 43632.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05161 1716.000 LFT | 86.53000 148485.48| 116.00000 199056.00| 70.00000 120120.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0075 715-05327 34.000 LFT | 92.42000 3142.28| 79.00000 2686.00| 61.00000 2074.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 1.83 | | |
SFT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -24
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-05344 251.000 LFT | 198.12000 49728.12| 154.00000 38654.00| 130.00000 32630.00
PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | |
SQ.FT. | | |
0077 715-05408 666.000 LFT | 28.77000 19160.82| 37.00000 24642.00| 24.00000 15984.00
PIPE, SANITARY SEWER, 8 IN. | | |
0078 715-05409 338.000 LFT | 36.11000 12205.18| 38.00000 12844.00| 26.00000 8788.00
PIPE, SANITARY SEWER, 10 IN. | | |
0079 715-05412 2679.000 LFT | 30.23000 80986.17| 51.00000 136629.00| 30.00000 80370.00
PIPE, SANITARY SEWER, 15 IN. | | |
0080 715-05413 1743.000 LFT | 36.72000 64002.96| 48.00000 83664.00| 36.00000 62748.00
PIPE, SANITARY SEWER, 18 IN. | | |
0081 715-07578 1.000 EACH | 3511.21000 3511.21| 1875.00000 1875.00| 2500.00000 2500.00
PIPE END SECTION, MIN. AREA 12.9 SQ. FT | | |
0082 715-08449 1.000 EACH | 630.79000 630.79| 1050.00000 1050.00| 850.00000 850.00
SAFETY METAL END SECTION, 6:1, MIN. | | |
AREA 1.8 SQ. FT. | | |
0083 715-46000 3.000 EACH | 449.09000 1347.27| 500.00000 1500.00| 600.00000 1800.00
PIPE END SECTION, 12 IN. | | |
0084 715-46005 12.000 EACH | 545.48000 6545.76| 520.00000 6240.00| 630.00000 7560.00
PIPE END SECTION, 15 IN. | | |
0085 715-46010 2.000 EACH | 692.49000 1384.98| 560.00000 1120.00| 675.00000 1350.00
PIPE END SECTION, 18 IN. | | |
0086 715-46020 4.000 EACH | 1030.36000 4121.44| 625.00000 2500.00| 750.00000 3000.00
PIPE END SECTION, 24 IN. | | |
0087 718-06531 5.000 EACH | 330.37000 1651.85| 260.00000 1300.00| 500.00000 2500.00
OUTLET PROTECTOR, 3 | | |
0088 718-06532 6000.000 LFT | 1.11000 6660.00| 0.95000 5700.00| 1.15000 6900.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0089 718-52610 1293.000 CYS | 15.72000 20325.96| 18.75000 24243.75| 36.20000 46806.60
AGGREGATE FOR UNDERDRAINS | | |
0090 718-99153 15856.000 SYS | 1.11000 17600.16| 0.75000 11892.00| 1.60000 25369.60
GEOTEXTILES FOR UNDERDRAIN | | |
0091 720-03988 1.000 EACH | 3119.25000 3119.25| 5000.00000 5000.00| 7100.00000 7100.00
MANHOLE, J4, DROP MODIFIED | | |
0092 720-45069 7.000 EACH | 2052.01000 14364.07| 2100.00000 14700.00| 2350.00000 16450.00
INLET, P12 | | |
0093 720-45410 24.000 EACH | 1378.85000 33092.40| 1485.00000 35640.00| 2100.00000 50400.00
MANHOLE, C4 | | |
0094 720-45410 29.000 EACH | 2178.39000 63173.31| 2065.00000 59885.00| 3500.00000 101500.00
MANHOLE, C4 , SANITARY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -25
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 720-93501 1.000 EACH | 4163.60000 4163.60| 3500.00000 3500.00| 3900.00000 3900.00
MANHOLE, L4 | | |
0096 720-94612 5.000 EACH | 3580.76000 17903.80| 2400.00000 12000.00| 2700.00000 13500.00
MANHOLE, K4 | | |
0097 720-95409 2.000 EACH | 3171.86000 6343.72| 2800.00000 5600.00| 5600.00000 11200.00
MANHOLE, J4, MODIFIED | | |
0098 720-95422 12.000 EACH | 2804.75000 33657.00| 2400.00000 28800.00| 2550.00000 30600.00
MANHOLE, J4 | | |
0099 720-98174 38.000 EACH | 1697.55000 64506.90| 1765.00000 67070.00| 2100.00000 79800.00
INLET, B15 | | |
0100 720-98555 3.000 EACH | 1792.75000 5378.25| 1765.00000 5295.00| 2100.00000 6300.00
INLET, C15 | | |
0101 720-98625 1.000 EACH | 3009.66000 3009.66| 4000.00000 4000.00| 4900.00000 4900.00
MANHOLE, C4, DROP , SANITARY | | |
0102 720-99416 4.000 EACH | 2022.74000 8090.96| 1765.00000 7060.00| 2150.00000 8600.00
CATCH BASIN, B15 | | |
0103 720-99417 36.000 EACH | 2084.48000 75041.28| 1900.00000 68400.00| 2200.00000 79200.00
CATCH BASIN, C15 | | |
0104 801-03290 2.000 EACH | 350.11000 700.22| 210.00000 420.00| 268.00000 536.00
CONSTRUCTION SIGN, C | | |
0105 801-04308 6.000 EACH | 166.13000 996.78| 210.00000 1260.00| 272.00000 1632.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0106 801-06207 8877.000 LFT | 1.15000 10208.55| 0.92000 8166.84| 0.88000 7811.76
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0107 801-06625 32.000 EACH | 76.93000 2461.76| 54.00000 1728.00| 63.00000 2016.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0108 801-06640 21.000 EACH | 177.28000 3722.88| 130.00000 2730.00| 206.00000 4326.00
CONSTRUCTION SIGN, A | | |
0109 801-06645 2.000 EACH | 50.18000 100.36| 42.00000 84.00| 47.00000 94.00
CONSTRUCTION SIGN, B | | |
0110 801-06775 LUMP | 8155.96000 8155.96| 48000.00000 48000.00| 49875.41000 49875.41
MAINTAINING TRAFFIC | | |
0111 801-07119 228.000 LFT | 8.92000 2033.76| 10.40000 2371.20| 14.00000 3192.00
BARRICADE, III-B | | |
0112 802-05701 316.000 LFT | 13.38000 4228.08| 17.00000 5372.00| 15.00000 4740.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0113 802-05702 43.000 LFT | 12.26000 527.18| 16.00000 688.00| 13.50000 580.50
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -26
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 802-76025 104.900 SFT | 13.94000 1462.31| 18.00000 1888.20| 21.00000 2202.90
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0115 802-76035 129.000 SFT | 14.49000 1869.21| 19.00000 2451.00| 21.50000 2773.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0116 805-02426 443.000 LFT | 9.71000 4301.53| 9.00000 3987.00| 6.00000 2658.00
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0117 805-06592 443.000 LFT | 13.79000 6108.97| 12.50000 5537.50| 9.00000 3987.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0118 807-02191 3.000 EACH | 781.45000 2344.35| 705.00000 2115.00| 604.00000 1812.00
HANDHOLE, LIGHTING | | |
0119 807-02193 23.000 EACH | 979.10000 22519.30| 915.00000 21045.00| 853.00000 19619.00
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0120 807-03051 2300.000 LFT | 0.42000 966.00| 0.40000 920.00| 0.90000 2070.00
LIGHT CABLE, 1C 10GA. | | |
0121 807-07580 5097.000 LFT | 7.48000 38125.56| 6.98000 35577.06| 6.00000 30582.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0122 807-83756 14.000 EACH | 1383.19000 19364.66| 1300.00000 18200.00| 1174.00000 16436.00
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0123 807-84756 9.000 EACH | 1498.03000 13482.27| 1400.00000 12600.00| 1311.00000 11799.00
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0124 807-86620 23.000 EACH | 297.57000 6844.11| 275.00000 6325.00| 222.00000 5106.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0125 807-86805 2.000 EACH | 2915.56000 5831.12| 2700.00000 5400.00| 2805.00000 5610.00
SERVICE POINT, I | | |
0126 807-86910 23.000 EACH | 48.49000 1115.27| 45.00000 1035.00| 43.00000 989.00
CONNECTOR KIT, UNFUSED | | |
0127 807-86915 23.000 EACH | 51.27000 1179.21| 48.00000 1104.00| 41.00000 943.00
CONNECTOR KIT, FUSED | | |
0128 807-86920 49.000 EACH | 23.54000 1153.46| 22.00000 1078.00| 23.50000 1151.50
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -27
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 807-86925 12.000 EACH | 23.54000 282.48| 22.00000 264.00| 26.50000 318.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0130 807-86930 38.000 EACH | 18.61000 707.18| 17.00000 646.00| 23.50000 893.00
INSULATION LINK, NONWATERPROOFED | | |
0131 807-86935 16.000 EACH | 21.44000 343.04| 20.00000 320.00| 26.50000 424.00
INSULATION LINK, WATERPROOFED | | |
0132 808-06701 50.000 LFT | 2.60000 130.00| 0.52000 26.00| 2.00000 100.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0133 808-06703 3373.000 LFT | 0.53000 1787.69| 0.52000 1753.96| 0.41000 1382.93
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0134 808-06713 12969.000 LFT | 0.22000 2853.18| 0.21000 2723.49| 0.17000 2204.73
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0135 808-06714 12051.000 LFT | 0.22000 2651.22| 0.21000 2530.71| 0.17000 2048.67
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0136 808-06716 6358.000 LFT | 0.35000 2225.30| 0.52000 3306.16| 0.27000 1716.66
LINE, REMOVE | | |
0137 808-75245 3052.000 LFT | 0.53000 1617.56| 0.52000 1587.04| 0.41000 1251.32
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0138 808-75290 452.000 LFT | 3.90000 1762.80| 10.40000 4700.80| 3.00000 1356.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0139 808-75297 89.000 LFT | 3.90000 347.10| 10.40000 925.60| 3.00000 267.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0140 808-75300 292.000 LFT | 1.30000 379.60| 2.10000 613.20| 1.00000 292.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0141 808-75320 27.000 EACH | 105.41000 2846.07| 62.00000 1674.00| 81.00000 2187.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0142 808-75325 28.000 EACH | 105.41000 2951.48| 78.00000 2184.00| 81.00000 2268.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0143 808-92027 4486.000 LFT | 1.13000 5069.18| 0.73000 3274.78| 0.87000 3902.82
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -28
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 31-1323837 |( 8 ) 35-1698047 |( 9 ) 35-1151771
|SUNESIS CONSTRUCTION COMPANY |GRADEX INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75996 37.000 EACH | 21.18000 783.66| 21.00000 777.00| 19.00000 703.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 5,050,583.36| $ 5,097,704.04| $ 5,128,800.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,050,583.36| $ 5,097,704.04| $ 5,128,800.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -29
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 23000.00000 23000.00| 50000.00000 50000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 262500.00000 262500.00| 212350.00000 212350.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 50000.00000 50000.00| 53000.00000 53000.00|
CLEARING RIGHT OF WAY | | |
0011 203-02000 25100.000 CYS | 20.00000 502000.00| 6.25000 156875.00|
EXCAVATION, COMMON | | |
0012 203-02070 2735.000 CYS | 0.01000 27.35| 0.01000 27.35|
BORROW | | |
0013 205-06931 374.000 TON | 25.00000 9350.00| 35.00000 13090.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 596.000 LFT | 9.00000 5364.00| 8.50000 5066.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06933 8.000 EACH | 100.00000 800.00| 90.00000 720.00|
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 6727.000 LFT | 1.30000 8745.10| 1.25000 8408.75|
TEMPORARY SILT FENCE | | |
0017 205-09543 200.000 TON | 25.00000 5000.00| 25.00000 5000.00|
NO 2 STONE | | |
0018 207-08262 39600.000 SYS | 3.55000 140580.00| 4.75000 188100.00|
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -30
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 10891.000 SYS | 3.55000 38663.05| 4.75000 51732.25|
SUBGRADE TREATMENT, TYPE IA | | |
0020 207-08267 2623.000 SYS | 4.35000 11410.05| 12.00000 31476.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 20130.000 CYS | 12.00000 241560.00| 15.00000 301950.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0022 215-07043 10000.000 SYS | 3.20000 32000.00| 4.75000 47500.00|
CHEMICAL MODIFICATION, SOILS | | |
0023 303-01180 4107.000 TON | 14.00000 57498.00| 12.00000 49284.00|
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 19.000 TON | 20.00000 380.00| 27.00000 513.00|
COMPACTED AGGREGATE, NO. 73 | | |
0025 306-08034 9555.000 SYS | 0.58000 5541.90| 1.50000 14332.50|
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 288.000 SYS | 0.01000 2.88| 5.22000 1503.36|
MILLING, TRANSITION | | |
0027 401-07327 3660.000 TON | 65.20000 238632.00| 65.25000 238815.00|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0028 401-07397 4178.000 TON | 55.25000 230834.50| 55.50000 231879.00|
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0029 401-07423 12154.000 TON | 47.25000 574276.50| 48.00000 583392.00|
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0030 401-07429 5875.000 TON | 49.50000 290812.50| 50.00000 293750.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07433 388.000 TON | 78.50000 30458.00| 82.00000 31816.00|
HMA SURFACE, TYPE B | | |
0032 402-07438 1433.000 TON | 56.50000 80964.50| 58.00000 83114.00|
HMA INTERMEDIATE, TYPE B | | |
0033 402-07441 2850.000 TON | 50.00000 142500.00| 52.00000 148200.00|
HMA BASE, TYPE B | | |
0034 406-05520 42.000 TON | 530.00000 22260.00| 540.00000 22680.00|
ASPHALT FOR TACK COAT | | |
0035 604-05528 1247.000 TON | 61.50000 76690.50| 62.00000 77314.00|
SIDEWALK, HMA | | |
0036 604-07894 19.000 SYS | 94.00000 1786.00| 132.00000 2508.00|
CURB RAMP, CONCRETE, A | | |
0037 604-07901 72.000 SYS | 94.50000 6804.00| 150.00000 10800.00|
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -31
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-91531 3828.000 SYS | 27.45000 105078.60| 27.00000 103356.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0039 605-06140 14803.000 LFT | 13.00000 192439.00| 14.00000 207242.00|
CURB AND GUTTER, CONCRETE | | |
0040 610-07486 273.000 TON | 91.50000 24979.50| 92.00000 25116.00|
HMA FOR APPROACHES, TYPE A | | |
0041 610-07487 358.000 TON | 87.50000 31325.00| 90.00000 32220.00|
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 99.000 SYS | 62.50000 6187.50| 60.00000 5940.00|
PCCP FOR APPROACHES, 6 IN. | | |
0043 611-02825 1.000 EACH | 504.00000 504.00| 2177.94000 2177.94|
MAILBOX ASSEMBLY, TRIPLE | | |
0044 611-06497 2.000 EACH | 168.00000 336.00| 1439.66000 2879.32|
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06490 10.000 EACH | 163.00000 1630.00| 959.77000 9597.70|
RIGHT OF WAY MARKER | | |
0046 615-06505 7.000 EACH | 623.00000 4361.00| 4946.51000 34625.57|
MONUMENT, B | | |
0047 615-06510 9.000 EACH | 343.00000 3087.00| 3802.17000 34219.53|
MONUMENT, C | | |
0048 615-06527 2.000 EACH | 497.00000 994.00| 3876.00000 7752.00|
MONUMENT, SECTION CORNER | | |
0049 616-02320 205.000 SYS | 1.00000 205.00| 2.75000 563.75|
GEOTEXTILES | | |
0050 616-05688 90.000 TON | 50.00000 4500.00| 28.34000 2550.60|
RIPRAP, CLASS 1 | | |
0051 616-06405 71.000 TON | 25.00000 1775.00| 23.40000 1661.40|
RIPRAP, REVETMENT | | |
0052 621-01004 5.000 EACH | 877.00000 4385.00| 423.43000 2117.15|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 7.200 TON | 1063.00000 7653.60| 1018.37000 7332.26|
FERTILIZER | | |
0054 621-06554 2685.000 LBS | 2.94000 7893.90| 3.47000 9316.95|
SEED MIXTURE, U | | |
0055 621-06557 2685.000 LBS | 2.22000 5960.70| 2.14000 5745.90|
SEED MIXTURE, T | | |
0056 621-06565 35.800 TON | 342.00000 12243.60| 375.19000 13431.80|
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -32
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06574 467.000 SYS | 3.70000 1727.90| 4.50000 2101.50|
SODDING | | |
0058 628-09402 18.000 MOS | 2500.00000 45000.00| 1440.03000 25920.54|
FIELD OFFICE, B | | |
0059 628-09407 18.000 MOS | 100.00000 1800.00| 83.29000 1499.22|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0060 715-02628 1.000 EACH | 500.00000 500.00| 317.77000 317.77|
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-04612 2530.000 LFT | 60.00000 151800.00| 46.44000 117493.20|
PIPE , SANITARY SEWER, 21 IN. | | |
0062 715-05024 1151.000 LFT | 60.00000 69060.00| 76.72000 88304.72|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0063 715-05048 14293.000 LFT | 2.80000 40020.40| 2.81000 40163.33|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05049 600.000 LFT | 20.00000 12000.00| 15.34000 9204.00|
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0065 715-05051 600.000 LFT | 30.00000 18000.00| 18.68000 11208.00|
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0066 715-05053 212.000 LFT | 15.25000 3233.00| 17.89000 3792.68|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0067 715-05119 70.000 LFT | 40.00000 2800.00| 28.94000 2025.80|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0068 715-05123 40.000 LFT | 55.00000 2200.00| 52.78000 2111.20|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0069 715-05149 146.000 LFT | 30.00000 4380.00| 27.75000 4051.50|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 4964.000 LFT | 34.00000 168776.00| 18.19000 90295.16|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05152 1086.000 LFT | 30.00000 32580.00| 24.58000 26693.88|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-05154 1312.000 LFT | 36.00000 47232.00| 39.95000 52414.40|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 1212.000 LFT | 40.00000 48480.00| 128.81000 156117.72|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-05161 1716.000 LFT | 110.00000 188760.00| 136.17000 233667.72|
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0075 715-05327 34.000 LFT | 60.00000 2040.00| 87.20000 2964.80|
PIPE, TYPE 2, DEFORMED, MIN. AREA 1.83 | | |
SFT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -33
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 715-05344 251.000 LFT | 185.00000 46435.00| 228.45000 57340.95|
PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | |
SQ.FT. | | |
0077 715-05408 666.000 LFT | 35.00000 23310.00| 49.90000 33233.40|
PIPE, SANITARY SEWER, 8 IN. | | |
0078 715-05409 338.000 LFT | 36.00000 12168.00| 39.04000 13195.52|
PIPE, SANITARY SEWER, 10 IN. | | |
0079 715-05412 2679.000 LFT | 40.00000 107160.00| 31.40000 84120.60|
PIPE, SANITARY SEWER, 15 IN. | | |
0080 715-05413 1743.000 LFT | 45.00000 78435.00| 35.70000 62225.10|
PIPE, SANITARY SEWER, 18 IN. | | |
0081 715-07578 1.000 EACH | 500.00000 500.00| 4985.27000 4985.27|
PIPE END SECTION, MIN. AREA 12.9 SQ. FT | | |
0082 715-08449 1.000 EACH | 1000.00000 1000.00| 949.27000 949.27|
SAFETY METAL END SECTION, 6:1, MIN. | | |
AREA 1.8 SQ. FT. | | |
0083 715-46000 3.000 EACH | 400.00000 1200.00| 490.79000 1472.37|
PIPE END SECTION, 12 IN. | | |
0084 715-46005 12.000 EACH | 400.00000 4800.00| 524.00000 6288.00|
PIPE END SECTION, 15 IN. | | |
0085 715-46010 2.000 EACH | 500.00000 1000.00| 623.62000 1247.24|
PIPE END SECTION, 18 IN. | | |
0086 715-46020 4.000 EACH | 700.00000 2800.00| 815.55000 3262.20|
PIPE END SECTION, 24 IN. | | |
0087 718-06531 5.000 EACH | 500.00000 2500.00| 551.93000 2759.65|
OUTLET PROTECTOR, 3 | | |
0088 718-06532 6000.000 LFT | 0.95000 5700.00| 1.02000 6120.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0089 718-52610 1293.000 CYS | 36.20000 46806.60| 25.70000 33230.10|
AGGREGATE FOR UNDERDRAINS | | |
0090 718-99153 15856.000 SYS | 1.60000 25369.60| 1.25000 19820.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0091 720-03988 1.000 EACH | 4000.00000 4000.00| 3694.20000 3694.20|
MANHOLE, J4, DROP MODIFIED | | |
0092 720-45069 7.000 EACH | 2800.00000 19600.00| 3519.17000 24634.19|
INLET, P12 | | |
0093 720-45410 24.000 EACH | 2300.00000 55200.00| 2835.62000 68054.88|
MANHOLE, C4 | | |
0094 720-45410 29.000 EACH | 2300.00000 66700.00| 2948.24000 85498.96|
MANHOLE, C4 , SANITARY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -34
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 720-93501 1.000 EACH | 6500.00000 6500.00| 7300.99000 7300.99|
MANHOLE, L4 | | |
0096 720-94612 5.000 EACH | 4400.00000 22000.00| 5565.44000 27827.20|
MANHOLE, K4 | | |
0097 720-95409 2.000 EACH | 4000.00000 8000.00| 7680.74000 15361.48|
MANHOLE, J4, MODIFIED | | |
0098 720-95422 12.000 EACH | 3600.00000 43200.00| 4539.82000 54477.84|
MANHOLE, J4 | | |
0099 720-98174 38.000 EACH | 1900.00000 72200.00| 2220.31000 84371.78|
INLET, B15 | | |
0100 720-98555 3.000 EACH | 1850.00000 5550.00| 2554.39000 7663.17|
INLET, C15 | | |
0101 720-98625 1.000 EACH | 1800.00000 1800.00| 5404.39000 5404.39|
MANHOLE, C4, DROP , SANITARY | | |
0102 720-99416 4.000 EACH | 2000.00000 8000.00| 2329.90000 9319.60|
CATCH BASIN, B15 | | |
0103 720-99417 36.000 EACH | 2000.00000 72000.00| 2749.53000 98983.08|
CATCH BASIN, C15 | | |
0104 801-03290 2.000 EACH | 268.00000 536.00| 214.39000 428.78|
CONSTRUCTION SIGN, C | | |
0105 801-04308 6.000 EACH | 272.00000 1632.00| 214.39000 1286.34|
ROAD CLOSURE SIGN ASSEMBLY | | |
0106 801-06207 8877.000 LFT | 0.88000 7811.76| 0.94000 8344.38|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0107 801-06625 32.000 EACH | 63.00000 2016.00| 55.75000 1784.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0108 801-06640 21.000 EACH | 206.00000 4326.00| 133.99000 2813.79|
CONSTRUCTION SIGN, A | | |
0109 801-06645 2.000 EACH | 47.00000 94.00| 42.87000 85.74|
CONSTRUCTION SIGN, B | | |
0110 801-06775 LUMP | 20000.00000 20000.00| 25105.23000 25105.23|
MAINTAINING TRAFFIC | | |
0111 801-07119 228.000 LFT | 14.00000 3192.00| 10.72000 2444.16|
BARRICADE, III-B | | |
0112 802-05701 316.000 LFT | 13.00000 4108.00| 13.24000 4183.84|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0113 802-05702 43.000 LFT | 12.00000 516.00| 9.00000 387.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -35
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 802-76025 104.900 SFT | 22.00000 2307.80| 23.58000 2473.54|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0115 802-76035 129.000 SFT | 21.00000 2709.00| 19.29000 2488.41|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0116 805-02426 443.000 LFT | 6.00000 2658.00| 6.97000 3087.71|
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0117 805-06592 443.000 LFT | 9.00000 3987.00| 12.86000 5696.98|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0118 807-02191 3.000 EACH | 604.00000 1812.00| 723.58000 2170.74|
HANDHOLE, LIGHTING | | |
0119 807-02193 23.000 EACH | 853.00000 19619.00| 913.32000 21006.36|
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |
8 FT. | | |
0120 807-03051 2300.000 LFT | 0.90000 2070.00| 0.50000 1150.00|
LIGHT CABLE, 1C 10GA. | | |
0121 807-07580 5097.000 LFT | 6.00000 30582.00| 6.86000 34965.42|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0122 807-83756 14.000 EACH | 1174.00000 16436.00| 1259.57000 17633.98|
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, ANCHOR BASE | | |
0123 807-84756 9.000 EACH | 1311.00000 11799.00| 1476.11000 13284.99|
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0124 807-86620 23.000 EACH | 222.00000 5106.00| 241.20000 5547.60|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0125 807-86805 2.000 EACH | 2805.00000 5610.00| 3092.66000 6185.32|
SERVICE POINT, I | | |
0126 807-86910 23.000 EACH | 43.00000 989.00| 32.16000 739.68|
CONNECTOR KIT, UNFUSED | | |
0127 807-86915 23.000 EACH | 41.00000 943.00| 32.16000 739.68|
CONNECTOR KIT, FUSED | | |
0128 807-86920 49.000 EACH | 23.50000 1151.50| 10.72000 525.28|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -36
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0129 807-86925 12.000 EACH | 26.50000 318.00| 42.87000 514.44|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0130 807-86930 38.000 EACH | 23.50000 893.00| 10.72000 407.36|
INSULATION LINK, NONWATERPROOFED | | |
0131 807-86935 16.000 EACH | 26.50000 424.00| 42.87000 685.92|
INSULATION LINK, WATERPROOFED | | |
0132 808-06701 50.000 LFT | 2.00000 100.00| 0.54000 27.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0133 808-06703 3373.000 LFT | 0.41000 1382.93| 0.54000 1821.42|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0134 808-06713 12969.000 LFT | 0.17000 2204.73| 0.21000 2723.49|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0135 808-06714 12051.000 LFT | 0.17000 2048.67| 0.21000 2530.71|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0136 808-06716 6358.000 LFT | 0.27000 1716.66| 0.54000 3433.32|
LINE, REMOVE | | |
0137 808-75245 3052.000 LFT | 0.41000 1251.32| 0.54000 1648.08|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0138 808-75290 452.000 LFT | 3.00000 1356.00| 10.72000 4845.44|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0139 808-75297 89.000 LFT | 3.00000 267.00| 10.72000 954.08|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0140 808-75300 292.000 LFT | 1.00000 292.00| 2.14000 624.88|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0141 808-75320 27.000 EACH | 81.00000 2187.00| 64.32000 1736.64|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0142 808-75325 28.000 EACH | 81.00000 2268.00| 80.40000 2251.20|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0143 808-92027 4486.000 LFT | 0.87000 3902.82| 0.75000 3364.50|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 300 -37
TABULATION OF BIDS
ROUTE : PROGRESS PARKWAY
CALL ORDER : 300 CONTRACT ID : SR -31881-A COUNTIES : SHELBY
LETTING DATE : 07/01/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1128289 |( )
|ATLAS EXCAVATING INC |BEATY CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 808-75996 37.000 EACH | 19.00000 703.00| 32.16000 1189.92|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 5,263,635.92| $ 5,309,555.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,263,635.92| $ 5,309,555.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 600 -1
VENDOR RANKING
CALL ORDER : 600 CONTRACT ID : SB -32082-A COUNTIES : CLARK
LETTING DATE : 07/01/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/01/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0900368
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 75-3124141 EAGLE PAINTING & MAINTENANCE COMPANY INC $ 578,443.54 100.0000%
2 35-1602596 ICARUS INDUSTRIAL PAINTING $ 629,532.00 108.8321%
3 35-1778430 SPANOS N I PAINTING INC $ 645,784.00 111.6417%
4 35-1841931 VENUS PAINTING COMPANY $ 675,354.00 116.7537%
5 20-1396310 SEI COATINGS LLC $ 805,494.00 139.2520%
6 36-3526376 ERA VALDIVIA CONTRACTORS INC & SUBSIDIARY $ 1,084,444.00 187.4762%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 600 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 600 CONTRACT ID : SB -32082-A COUNTIES : CLARK
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 75-3124141 |( 2 ) 35-1602596 |( 3 ) 35-1778430
|EAGLE PAINTING & MAINTENANCE |ICARUS INDUSTRIAL PAINTING |SPANOS N I PAINTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 16.000 MOS | 120.00000 1920.00| 50.00000 800.00| 100.00000 1600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 50000.00000 50000.00| 23000.00000 23000.00| 30000.00000 30000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 619-04414 26.000 EACH | 150.00000 3900.00| 50.00000 1300.00| 20.00000 520.00
DRAIN EXTENSION | | |
0009 619-09423 59700.000 SFT | 5.02513 300000.26| 9.00000 537300.00| 6.00000 358200.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 | | |
0010 619-09434 59700.000 SFT | 3.28307 195999.28| 1.00000 59700.00| 4.00000 238800.00
PAINT STEEL BRIDGE, TYPE 1 | | |
0011 628-09402 8.000 MOS | 1800.00000 14400.00| 200.00000 1600.00| 1000.00000 8000.00
FIELD OFFICE, B | | |
0012 628-09407 8.000 MOS | 200.00000 1600.00| 100.00000 800.00| 100.00000 800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0013 709-51821 LUMP | 3000.00000 3000.00| 500.00000 500.00| 2000.00000 2000.00
SURFACE SEAL | | |
0014 801-03290 6.000 EACH | 100.00000 600.00| 1.00000 6.00| 200.00000 1200.00
CONSTRUCTION SIGN, C | | |
0015 801-06640 32.000 EACH | 60.00000 1920.00| 1.00000 32.00| 80.00000 2560.00
CONSTRUCTION SIGN, A | | |
0016 801-06710 90.000 DAY | 30.00000 2700.00| 1.00000 90.00| 10.00000 900.00
FLASHING ARROW SIGN | | |
0017 801-06775 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 1000.00000 1000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 578,443.54| $ 629,532.00| $ 645,784.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 578,443.54| $ 629,532.00| $ 645,784.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 600 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 600 CONTRACT ID : SB -32082-A COUNTIES : CLARK
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1841931 |( 5 ) 20-1396310 |( 6 ) 36-3526376
|VENUS PAINTING COMPANY |SEI COATINGS LLC |ERA VALDIVIA CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 2.000 EACH | 60.00000 120.00| 100.00000 200.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 16.000 MOS | 60.00000 960.00| 100.00000 1600.00| 150.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 36000.00000 36000.00| 35000.00000 35000.00| 100000.00000 100000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 619-04414 26.000 EACH | 50.00000 1300.00| 95.00000 2470.00| 300.00000 7800.00
DRAIN EXTENSION | | |
0009 619-09423 59700.000 SFT | 6.00000 358200.00| 7.50000 447750.00| 9.70000 579090.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 | | |
0010 619-09434 59700.000 SFT | 4.30000 256710.00| 4.50000 268650.00| 6.00000 358200.00
PAINT STEEL BRIDGE, TYPE 1 | | |
0011 628-09402 8.000 MOS | 800.00000 6400.00| 1200.00000 9600.00| 2000.00000 16000.00
FIELD OFFICE, B | | |
0012 628-09407 8.000 MOS | 600.00000 4800.00| 500.00000 4000.00| 250.00000 2000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0013 709-51821 LUMP | 600.00000 600.00| 1500.00000 1500.00| 3000.00000 3000.00
SURFACE SEAL | | |
0014 801-03290 6.000 EACH | 120.00000 720.00| 95.00000 570.00| 300.00000 1800.00
CONSTRUCTION SIGN, C | | |
0015 801-06640 32.000 EACH | 120.00000 3840.00| 75.00000 2400.00| 200.00000 6400.00
CONSTRUCTION SIGN, A | | |
0016 801-06710 90.000 DAY | 30.00000 2700.00| 75.00000 6750.00| 25.00000 2250.00
FLASHING ARROW SIGN | | |
0017 801-06775 LUMP | 3000.00000 3000.00| 25000.00000 25000.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 675,354.00| $ 805,494.00| $ 1,084,444.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 675,354.00| $ 805,494.00| $ 1,084,444.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 630 -1
VENDOR RANKING
CALL ORDER : 630 CONTRACT ID : SB -32086-A COUNTIES : HARRISON
LETTING DATE : 07/01/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 09/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900350
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 574,000.00 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 642,387.53 111.9142%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 710,233.55 123.7341%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 630 -2
TABULATION OF BIDS
ROUTE : 135
CALL ORDER : 630 CONTRACT ID : SB -32086-A COUNTIES : HARRISON
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK OVERLAY
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 2500.00000 2500.00| 2000.00000 2000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 280.00000 560.00| 491.45000 982.90| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 175.00000 1050.00| 737.17000 4423.02| 75.00000 450.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 29000.00000 29000.00| 32000.00000 32000.00| 35511.67000 35511.67
MOBILIZATION AND DEMOBILIZATION | | |
0010 507-07480 6190.000 SYS | 7.80000 48282.00| 0.50000 3095.00| 6.75000 41782.50
PCCP PROFILING | | |
0011 602-06729 80.000 EACH | 10.00000 800.00| 25.00000 2000.00| 20.00000 1600.00
BARRIER DELINEATOR | | |
0012 710-09158 30.000 SFT | 225.00000 6750.00| 50.00000 1500.00| 500.00000 15000.00
PATCHING CONCRETE STRUCTURES | | |
0013 722-09456 6190.000 SYS | 50.00000 309500.00| 59.60000 368924.00| 57.00000 352830.00
POLYMERIC OVERLAY SYSTEM | | |
0014 722-51401 5.000 SFT | 350.00000 1750.00| 3361.27000 16806.35| 900.00000 4500.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0015 722-60824 30.000 SYS | 80.00000 2400.00| 92.43000 2772.90| 300.00000 9000.00
SURFACE MILLING | | |
0016 724-09626 94.000 LFT | 45.00000 4230.00| 39.19000 3683.86| 150.00000 14100.00
STRUCTURAL EXPANSION JOINT SEAL, SS, | | |
REPLACE | | |
0017 801-01851 LUMP | 70275.30000 70275.30| 85000.00000 85000.00| 89000.00000 89000.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 630 -3
TABULATION OF BIDS
ROUTE : 135
CALL ORDER : 630 CONTRACT ID : SB -32086-A COUNTIES : HARRISON
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06710 10.000 DAY | 60.00000 600.00| 20.00000 200.00| 60.00000 600.00
FLASHING ARROW SIGN | | |
0019 801-06775 LUMP | 30000.00000 30000.00| 16885.45000 16885.45| 24000.00000 24000.00
MAINTAINING TRAFFIC | | |
0020 801-08401 1938.000 LFT | 21.00000 40698.00| 41.42000 80271.96| 50.00000 96900.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0021 808-06716 1266.000 LFT | 1.00000 1266.00| 1.00000 1266.00| 0.98000 1240.68
LINE, REMOVE | | |
0022 808-75051 3350.000 LFT | 1.98000 6633.00| 2.05000 6867.50| 1.98000 6633.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0023 808-75054 3205.000 LFT | 1.98000 6345.90| 2.05000 6570.25| 1.98000 6345.90
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0024 808-75063 1674.000 LFT | 1.98000 3314.52| 2.05000 3431.70| 1.98000 3314.52
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
4 IN. | | |
0025 808-75205 2532.000 LFT | 0.44000 1114.08| 0.46000 1164.72| 0.44000 1114.08
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0026 808-75240 1266.000 LFT | 0.70000 886.20| 0.46000 582.36| 0.70000 886.20
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0027 808-75996 16.000 EACH | 30.00000 480.00| 30.91000 494.56| 20.00000 320.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 16.000 EACH | 35.00000 560.00| 60.00000 960.00| 150.00000 2400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 574,000.00| $ 642,387.53| $ 710,233.55
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 574,000.00| $ 642,387.53| $ 710,233.55
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 640 -1
VENDOR RANKING
CALL ORDER : 640 CONTRACT ID : SB -32087-A COUNTIES : BARTHOLOMEW
LETTING DATE : 07/01/09 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/01/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900351
0900352
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,043,200.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,364,837.34 130.8318%
3 35-1917625 MILESTONE CONTRACTORS LP $ 1,667,358.00 159.8311%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 640 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 640 CONTRACT ID : SB -32087-A COUNTIES : BARTHOLOMEW
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 2000.00000 2000.00| 2500.00000 2500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| 300.00000 600.00| 115.00000 230.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 160.00000 2880.00| 75.00000 1350.00| 100.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 53000.00000 53000.00| 68241.86000 68241.86| 83000.00000 83000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 602-06729 104.000 EACH | 12.00000 1248.00| 15.00000 1560.00| 16.00000 1664.00
BARRIER DELINEATOR | | |
0013 610-07486 40.000 TON | 300.00000 12000.00| 500.00000 20000.00| 250.00000 10000.00
HMA FOR APPROACHES, TYPE A | | |
0014 619-98427 65.000 EACH | 375.00000 24375.00| 750.00000 48750.00| 100.00000 6500.00
CLEAN DRAINS | | |
0015 628-09402 9.000 MOS | 2500.00000 22500.00| 2500.00000 22500.00| 2300.00000 20700.00
FIELD OFFICE, B | | |
0016 628-09407 9.000 MOS | 350.00000 3150.00| 300.00000 2700.00| 350.00000 3150.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0017 703-08247 480.000 EACH | 35.00000 16800.00| 50.00000 24000.00| 70.00000 33600.00
EMBEDDED GALVANIC ANODE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 640 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 640 CONTRACT ID : SB -32087-A COUNTIES : BARTHOLOMEW
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 706-51020 0.500 CYS | 2000.00000 1000.00| 12000.00000 6000.00| 7500.00000 3750.00
CONCRETE, C, RAILING | | |
0019 711-51035 388.000 LBS | 15.00000 5820.00| 50.00000 19400.00| 70.00000 27160.00
STRUCTURAL STEEL | | |
0020 722-09456 12585.000 SYS | 49.00000 616665.00| 64.00000 805440.00| 85.00000 1069725.00
POLYMERIC OVERLAY SYSTEM | | |
0021 722-51852 2390.000 SFT | 9.50000 22705.00| 35.00000 83650.00| 30.00000 71700.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0022 724-09626 78.000 LFT | 55.00000 4290.00| 150.00000 11700.00| 150.00000 11700.00
STRUCTURAL EXPANSION JOINT SEAL, SS, | | |
REPLACE | | |
0023 724-09627 264.000 LFT | 145.00000 38280.00| 225.00000 59400.00| 225.00000 59400.00
STRUCTURAL EXPANSION JOINT SEAL, M, | | |
REPLACE | | |
0024 801-03290 4.000 EACH | 268.00000 1072.00| 268.00000 1072.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0025 801-06207 8097.000 LFT | 1.10000 8906.70| 0.94000 7611.18| 1.00000 8097.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 12.000 EACH | 145.00000 1740.00| 145.00000 1740.00| 150.00000 1800.00
CONSTRUCTION SIGN, A | | |
0027 801-06710 20.000 DAY | 25.00000 500.00| 25.00000 500.00| 30.00000 600.00
FLASHING ARROW SIGN | | |
0028 801-06775 LUMP | 44991.60000 44991.60| 36000.00000 36000.00| 84250.00000 84250.00
MAINTAINING TRAFFIC | | |
0029 801-07118 60.000 LFT | 13.00000 780.00| 13.00000 780.00| 14.00000 840.00
BARRICADE, III-A | | |
0031 801-08401 4330.000 LFT | 27.00000 116910.00| 25.00000 108250.00| 30.00000 129900.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0032 808-06716 3390.000 LFT | 1.50000 5085.00| 1.50000 5085.00| 1.75000 5932.50
LINE, REMOVE | | |
0033 808-75051 2700.000 LFT | 1.25000 3375.00| 1.25000 3375.00| 1.30000 3510.00
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0034 808-75054 2700.000 LFT | 1.25000 3375.00| 1.25000 3375.00| 1.30000 3510.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0035 808-75063 1520.000 LFT | 1.80000 2736.00| 1.80000 2736.00| 2.25000 3420.00
LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/09
PAGE : 640 -4
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 640 CONTRACT ID : SB -32087-A COUNTIES : BARTHOLOMEW
LETTING DATE : 07/01/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1917625
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 808-75996 57.000 EACH | 16.30000 929.10| 30.00000 1710.00| 6.25000 356.25
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0037 808-75998 57.000 EACH | 62.80000 3579.60| 29.90000 1704.30| 6.25000 356.25
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0038 801-09133 2.000 EACH | 7000.00000 14000.00| 6800.00000 13600.00| 8500.00000 17000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 1,043,200.00| $ 1,364,837.34| $ 1,667,358.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,043,200.00| $ 1,364,837.34| $ 1,667,358.00
====================================================================================================================================