INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -1
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
CONTRACT TIME : 06/21/03 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1821009
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 35-1339168 LAPORTE CONSTRUCTION CO $ 662,760.87 100.0000%
2 35-1489621 HRP CONSTRUCTION, INC. $ 775,312.24 116.9821%
3 35-1523985 WIRTZ & YATES, INC. $ 824,287.89 124.3718%
4 35-1212938 ATLAS EXCAVATING, INC. $ 824,760.86 124.4432%
5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 829,814.65 125.2057%
6 35-1817530 PIONEER ASSOCIATES, INC. $ 841,912.41 127.0310%
7 35-1325036 DEICHMAN EXCAVATING CO $ 852,362.65 128.6078%
8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 923,522.71 139.3447%
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1489621 |(3) 35-1523985
|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP| 5618.00000 5618.00| 10000.00000 10000.00| 16000.00000 16000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 2344.83000 11724.15| 1500.00000 7500.00| 2000.00000 10000.00
FIELD OFFICE, A | | |
0003 110-01001 LUMP| 33837.42000 33837.42| 35000.00000 35000.00| 69000.00000 69000.00
MOBILIZATION AND DEMOBILIZATION | | |
0004 201-52370 LUMP| 1510.23000 1510.23| 25000.00000 25000.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0005 202-51330 LUMP| 97750.96000 97750.96| 110000.00000 110000.00| 75000.00000 75000.00
PRESENT STRUCTURE, REMOVE | | |
0006 202-60820 396.000 m2 | 6.61000 2617.56| 7.00000 2772.00| 6.00000 2376.00
SURFACE MILLING, ASPHALT | | |
0007 203-02000 4786.000 m3 | 9.97000 47716.42| 8.00000 38288.00| 9.50000 45467.00
EXCAVATION, COMMON | | |
0008 203-51223 2054.000 m3 | 6.64000 13638.56| 6.00000 12324.00| 9.50000 19513.00
EXCAVATION, WATERWAY | | |
0009 205-03371 258.000 m3 | 18.24000 4705.92| 12.00000 3096.00| 8.00000 2064.00
SEDIMENT REMOVE | | |
0010 205-06930 1.200 Mg | 826.12000 991.34| 66.00000 79.20| 30.00000 36.00
SPLASHPAD, RIPRAP | | |
0011 205-06931 53.800 Mg | 40.25000 2165.45| 28.00000 1506.40| 18.00000 968.40
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0012 205-06934 4.600 Mg | 491.00000 2258.60| 491.00000 2258.60| 525.00000 2415.00
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -2
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1489621 |(3) 35-1523985
|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0013 205-06936 26.600 Mg | 48.98000 1302.87| 48.00000 1276.80| 18.00000 478.80
TEMPORARY SEDIMENT TRAP | | |
0014 205-06938 20.000 m | 72.93000 1458.60| 64.00000 1280.00| 150.00000 3000.00
TEMPORARY SLOPE DRAIN | | |
0015 207-07500 4050.000 m2 | 1.34000 5427.00| 5.60000 22680.00| 5.00000 20250.00
SUBGRADE TREATMENT, TYPE C | | |
0016 211-07454 603.900 m3 | 24.71000 14922.37| 13.00000 7850.70| 23.00000 13889.70
STRUCTURE BACKFILL | | |
0017 301-07448 1258.000 Mg | 13.88000 17461.04| 17.00000 21386.00| 15.50000 19499.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 303-07449 330.200 Mg | 15.93000 5260.09| 17.00000 5613.40| 15.50000 5118.10
COMPACTED AGGREGATE, NO. 73 | | |
0019 304-07508 10.400 Mg | 162.00000 1684.80| 95.00000 988.00| 110.00000 1144.00
WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | |
25 mm | | |
0020 401-07321 298.700 Mg | 55.50000 16577.85| 64.00000 19116.80| 72.68000 21709.52
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0021 401-07390 445.700 Mg | 48.00000 21393.60| 54.00000 24067.80| 62.48000 27847.34
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0022 401-07407 1517.200 Mg | 45.00000 68274.00| 48.00000 72825.60| 55.76000 84599.07
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0023 402-07440 256.500 Mg | 50.00000 12825.00| 55.00000 14107.50| 63.60000 16313.40
HMA TYPE A, BASE | | |
0024 404-05511 971.400 m2 | 2.75000 2671.35| 1.50000 1457.10| 2.00000 1942.80
SEAL COAT, 2 | | |
0025 404-05514 1656.200 m2 | 3.25000 5382.65| 2.50000 4140.50| 3.00000 4968.60
SEAL COAT, 5 | | |
0026 405-05518 5.000 m2 | 62.00000 310.00| 18.00000 90.00| 22.00000 110.00
ASPHALT FOR PRIME COAT | | |
0027 406-05520 1.700 Mg | 460.00000 782.00| 195.00000 331.50| 220.00000 374.00
ASPHALT FOR TACK COAT | | |
0028 601-01700 1.000 EACH| 1600.00000 1600.00| 1700.00000 1700.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0029 601-06854 2.000 EACH| 1725.00000 3450.00| 1800.00000 3600.00| 2100.00000 4200.00
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 3.000 EACH| 2100.00000 6300.00| 2000.00000 6000.00| 2500.00000 7500.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-97774 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 1100.00000 1100.00
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -3
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1489621 |(3) 35-1523985
|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0032 601-99105 97.155 m | 34.00000 3303.27| 32.00000 3108.96| 38.50000 3740.47
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0033 610-07486 46.600 Mg | 90.00000 4194.00| 95.00000 4427.00| 106.40000 4958.24
HMA FOR APPROACHES, TYPE A | | |
0034 611-95023 1.000 EACH| 150.00000 150.00| 100.00000 100.00| 125.00000 125.00
MAILBOX ASSEMBLY, RESET | | |
0035 615-06490 21.000 EACH| 110.00000 2310.00| 155.00000 3255.00| 300.00000 6300.00
RIGHT OF WAY MARKER | | |
0036 615-06505 2.000 EACH| 450.00000 900.00| 555.00000 1110.00| 525.00000 1050.00
MONUMENT, B | | |
0037 615-06527 1.000 EACH| 425.00000 425.00| 455.00000 455.00| 500.00000 500.00
MONUMENT, SECTION CORNER | | |
0038 616-02320 876.400 m2 | 3.05000 2673.02| 2.70000 2366.28| 4.79000 4197.96
GEOTEXTILES | | |
0039 616-05688 615.000 Mg | 37.73000 23203.95| 40.00000 24600.00| 43.00000 26445.00
RIPRAP, CLASS 1 | | |
0040 616-06405 106.100 Mg | 23.55000 2498.66| 30.00000 3183.00| 20.00000 2122.00
RIPRAP, REVETMENT | | |
0041 621-01004 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 400.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 1.000 Mg | 643.00000 643.00| 643.00000 643.00| 675.00000 675.00
FERTILIZER | | |
0043 621-06548 4.180 kg | 55.00000 229.90| 55.00000 229.90| 65.00000 271.70
SEED MIXTURE, CV | | |
0044 621-06553 196.600 kg | 6.76000 1329.02| 6.76000 1329.02| 8.00000 1572.80
SEED MIXTURE, R | | |
0045 621-06557 196.600 kg | 7.78000 1529.55| 7.78000 1529.55| 12.00000 2359.20
SEED MIXTURE, T | | |
0046 621-06565 4.600 Mg | 491.00000 2258.60| 491.00000 2258.60| 550.00000 2530.00
MULCHING MATERIAL | | |
0047 621-06567 272.800 kL | 0.55000 150.04| 0.55000 150.04| 0.85000 231.88
WATER | | |
0048 621-06574 1066.000 m2 | 3.96000 4221.36| 3.96000 4221.36| 4.75000 5063.50
SODDING | | |
0049 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 35.00000 70.00
SIGN, DO NOT MOW OR SPRAY | | |
0050 622-91786 260.000 EACH| 9.32000 2423.20| 9.32000 2423.20| 11.50000 2990.00
SEEDLING | | |
0051 715-05019 29.300 m | 176.24000 5163.83| 141.00000 4131.30| 170.00000 4981.00
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -4
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1489621 |(3) 35-1523985
|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 715-05049 3.000 m | 86.15000 258.45| 98.00000 294.00| 19.00000 57.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0053 715-05052 3.000 m | 93.69000 281.07| 117.00000 351.00| 35.00000 105.00
PIPE, TYPE 4, CIRCULAR, 300 mm | | |
0054 715-05133 6.700 m | 404.49000 2710.08| 600.00000 4020.00| 250.00000 1675.00
PIPE, TYPE 1, CIRCULAR, 1500 mm | | |
0055 715-05169 49.100 m | 93.58000 4594.78| 65.00000 3191.50| 60.00000 2946.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-05171 14.000 m | 94.13000 1317.82| 71.00000 994.00| 73.00000 1022.00
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0057 715-05208 3.000 m | 96.92000 290.76| 65.00000 195.00| 50.00000 150.00
PIPE, TYPE 4, CIRCULAR, 375 mm | | |
0058 715-05841 2.000 EACH| 2823.38000 5646.76| 1500.00000 3000.00| 1200.00000 2400.00
CONCRETE ANCHOR, 1500 mm | | |
0059 715-46005 6.000 EACH| 521.88000 3131.28| 255.00000 1530.00| 170.00000 1020.00
PIPE END SECTION, 375 mm | | |
0060 715-46010 2.000 EACH| 544.02000 1088.04| 280.00000 560.00| 190.00000 380.00
PIPE END SECTION, 450 mm | | |
0061 715-46040 2.000 EACH| 1266.23000 2532.46| 875.00000 1750.00| 430.00000 860.00
PIPE END SECTION, 900 mm | | |
0062 723-06660 111.100 m2 | 347.35000 38590.59| 700.00000 77770.00| 618.01000 68660.92
WINGWALL | | |
0063 723-07547 31.090 m | 3879.00000 120598.11| 4750.00000 147677.50| 5003.66000 155563.79
STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | |
X 3350 mm | | |
0064 801-04308 8.000 EACH| 98.00000 784.00| 150.00000 1200.00| 450.00000 3600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06625 41.000 EACH| 48.00000 1968.00| 90.00000 3690.00| 95.00000 3895.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0066 801-06640 28.000 EACH| 79.00000 2212.00| 110.00000 3080.00| 120.00000 3360.00
CONSTRUCTION SIGN, A | | |
0067 801-06775 LUMP| 2407.11000 2407.11| 3500.00000 3500.00| 6000.00000 6000.00
MAINTAINING TRAFFIC | | |
0068 801-07118 32.400 m | 26.70000 865.08| 32.00000 1036.80| 40.00000 1296.00
BARRICADE, III-A | | |
0069 801-07119 21.600 m | 21.15000 456.84| 42.00000 907.20| 45.00000 972.00
BARRICADE, III-B | | |
0070 802-05701 8.000 m | 23.03000 184.24| 26.00000 208.00| 40.00000 320.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76035 1.620 m2 | 148.20000 240.08| 149.00000 241.38| 210.00000 340.20
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -5
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1489621 |(3) 35-1523985
|LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION, INC. |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 808-06712 60.000 m | 0.58000 34.80| 1.75000 105.00| 2.50000 150.00
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0073 808-06713 483.000 m | 0.58000 280.14| 1.75000 845.25| 2.50000 1207.50
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0074 808-06714 282.000 m | 0.58000 163.56| 1.75000 493.50| 2.50000 705.00
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0075 808-06726 12.000 m | 5.50000 66.00| 20.00000 240.00| 30.00000 360.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
600 mm | | |
0076 808-75996 11.000 EACH| 15.23000 167.53| 28.00000 308.00| 15.00000 165.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0077 808-75998 11.000 EACH| 92.46000 1017.06| 47.00000 517.00| 210.00000 2310.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 662,760.87| $ 775,312.24| $ 824,287.89
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 662,760.87| $ 775,312.24| $ 824,287.89
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -6
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(4) 35-1212938 |(5) 35-1386990 |(6) 35-1817530
|ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP| 12000.00000 12000.00| 15600.00000 15600.00| 9500.00000 9500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 1500.00000 7500.00| 2250.00000 11250.00| 1250.00000 6250.00
FIELD OFFICE, A | | |
0003 110-01001 LUMP| 42000.00000 42000.00| 38700.00000 38700.00| 42100.00000 42100.00
MOBILIZATION AND DEMOBILIZATION | | |
0004 201-52370 LUMP| 22000.00000 22000.00| 3750.00000 3750.00| 16800.00000 16800.00
CLEARING RIGHT OF WAY | | |
0005 202-51330 LUMP| 13000.00000 13000.00| 38000.00000 38000.00| 37900.00000 37900.00
PRESENT STRUCTURE, REMOVE | | |
0006 202-60820 396.000 m2 | 5.50000 2178.00| 5.75000 2277.00| 4.00000 1584.00
SURFACE MILLING, ASPHALT | | |
0007 203-02000 4786.000 m3 | 14.00000 67004.00| 13.00000 62218.00| 15.50000 74183.00
EXCAVATION, COMMON | | |
0008 203-51223 2054.000 m3 | 13.00000 26702.00| 11.00000 22594.00| 17.50000 35945.00
EXCAVATION, WATERWAY | | |
0009 205-03371 258.000 m3 | 19.00000 4902.00| 13.00000 3354.00| 30.80000 7946.40
SEDIMENT REMOVE | | |
0010 205-06930 1.200 Mg | 350.00000 420.00| 800.00000 960.00| 300.00000 360.00
SPLASHPAD, RIPRAP | | |
0011 205-06931 53.800 Mg | 33.00000 1775.40| 93.00000 5003.40| 42.70000 2297.26
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0012 205-06934 4.600 Mg | 525.00000 2415.00| 545.00000 2507.00| 491.00000 2258.60
TEMPORARY MULCHING | | |
0013 205-06936 26.600 Mg | 65.00000 1729.00| 125.00000 3325.00| 69.00000 1835.40
TEMPORARY SEDIMENT TRAP | | |
0014 205-06938 20.000 m | 120.00000 2400.00| 50.00000 1000.00| 116.00000 2320.00
TEMPORARY SLOPE DRAIN | | |
0015 207-07500 4050.000 m2 | 3.30000 13365.00| 6.55000 26527.50| 5.00000 20250.00
SUBGRADE TREATMENT, TYPE C | | |
0016 211-07454 603.900 m3 | 30.00000 18117.00| 19.50000 11776.05| 31.60000 19083.24
STRUCTURE BACKFILL | | |
0017 301-07448 1258.000 Mg | 13.50000 16983.00| 17.55000 22077.90| 17.80000 22392.40
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 303-07449 330.200 Mg | 14.50000 4787.90| 19.00000 6273.80| 20.50000 6769.10
COMPACTED AGGREGATE, NO. 73 | | |
0019 304-07508 10.400 Mg | 185.00000 1924.00| 110.00000 1144.00| 95.00000 988.00
WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | |
25 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -7
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(4) 35-1212938 |(5) 35-1386990 |(6) 35-1817530
|ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 401-07321 298.700 Mg | 58.00000 17324.60| 72.00000 21506.40| 64.00000 19116.80
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0021 401-07390 445.700 Mg | 51.00000 22730.70| 61.00000 27187.70| 54.00000 24067.80
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0022 401-07407 1517.200 Mg | 47.00000 71308.40| 55.60000 84356.32| 48.00000 72825.60
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0023 402-07440 256.500 Mg | 52.00000 13338.00| 62.00000 15903.00| 55.00000 14107.50
HMA TYPE A, BASE | | |
0024 404-05511 971.400 m2 | 2.90000 2817.06| 1.75000 1699.95| 1.50000 1457.10
SEAL COAT, 2 | | |
0025 404-05514 1656.200 m2 | 3.60000 5962.32| 2.95000 4885.79| 2.50000 4140.50
SEAL COAT, 5 | | |
0026 405-05518 5.000 m2 | 70.00000 350.00| 40.00000 200.00| 18.00000 90.00
ASPHALT FOR PRIME COAT | | |
0027 406-05520 1.700 Mg | 475.00000 807.50| 300.00000 510.00| 195.00000 331.50
ASPHALT FOR TACK COAT | | |
0028 601-01700 1.000 EACH| 1750.00000 1750.00| 1875.00000 1875.00| 1700.00000 1700.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0029 601-06854 2.000 EACH| 1900.00000 3800.00| 1999.00000 3998.00| 1800.00000 3600.00
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 3.000 EACH| 2300.00000 6900.00| 2475.00000 7425.00| 2000.00000 6000.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-97774 1.000 EACH| 970.00000 970.00| 1100.00000 1100.00| 1000.00000 1000.00
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
0032 601-99105 97.155 m | 35.00000 3400.43| 42.00000 4080.51| 32.00000 3108.96
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0033 610-07486 46.600 Mg | 110.00000 5126.00| 107.00000 4986.20| 95.00000 4427.00
HMA FOR APPROACHES, TYPE A | | |
0034 611-95023 1.000 EACH| 160.00000 160.00| 125.00000 125.00| 150.00000 150.00
MAILBOX ASSEMBLY, RESET | | |
0035 615-06490 21.000 EACH| 120.00000 2520.00| 122.00000 2562.00| 155.00000 3255.00
RIGHT OF WAY MARKER | | |
0036 615-06505 2.000 EACH| 470.00000 940.00| 600.00000 1200.00| 555.00000 1110.00
MONUMENT, B | | |
0037 615-06527 1.000 EACH| 450.00000 450.00| 610.00000 610.00| 455.00000 455.00
MONUMENT, SECTION CORNER | | |
0038 616-02320 876.400 m2 | 4.00000 3505.60| 4.25000 3724.70| 1.50000 1314.60
GEOTEXTILES | | |
0039 616-05688 615.000 Mg | 44.00000 27060.00| 54.00000 33210.00| 45.00000 27675.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -8
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(4) 35-1212938 |(5) 35-1386990 |(6) 35-1817530
|ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0040 616-06405 106.100 Mg | 21.50000 2281.15| 29.00000 3076.90| 25.00000 2652.50
RIPRAP, REVETMENT | | |
0041 621-01004 2.000 EACH| 370.00000 740.00| 500.00000 1000.00| 350.00000 700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 1.000 Mg | 675.00000 675.00| 700.00000 700.00| 643.00000 643.00
FERTILIZER | | |
0043 621-06548 4.180 kg | 57.00000 238.26| 40.00000 167.20| 55.00000 229.90
SEED MIXTURE, CV | | |
0044 621-06553 196.600 kg | 23.50000 4620.10| 8.75000 1720.25| 6.76000 1329.02
SEED MIXTURE, R | | |
0045 621-06557 196.600 kg | 8.10000 1592.46| 9.05000 1779.23| 7.78000 1529.55
SEED MIXTURE, T | | |
0046 621-06565 4.600 Mg | 510.00000 2346.00| 600.00000 2760.00| 491.00000 2258.60
MULCHING MATERIAL | | |
0047 621-06567 272.800 kL | 0.60000 163.68| 1.00000 272.80| 0.55000 150.04
WATER | | |
0048 621-06574 1066.000 m2 | 4.80000 5116.80| 4.75000 5063.50| 3.96000 4221.36
SODDING | | |
0049 622-52436 2.000 EACH| 26.00000 52.00| 35.00000 70.00| 25.00000 50.00
SIGN, DO NOT MOW OR SPRAY | | |
0050 622-91786 260.000 EACH| 10.00000 2600.00| 12.00000 3120.00| 9.32000 2423.20
SEEDLING | | |
0051 715-05019 29.300 m | 230.00000 6739.00| 144.00000 4219.20| 225.00000 6592.50
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0052 715-05049 3.000 m | 25.00000 75.00| 70.00000 210.00| 93.00000 279.00
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0053 715-05052 3.000 m | 34.00000 102.00| 82.00000 246.00| 100.00000 300.00
PIPE, TYPE 4, CIRCULAR, 300 mm | | |
0054 715-05133 6.700 m | 650.00000 4355.00| 900.00000 6030.00| 520.00000 3484.00
PIPE, TYPE 1, CIRCULAR, 1500 mm | | |
0055 715-05169 49.100 m | 155.00000 7610.50| 103.00000 5057.30| 69.00000 3387.90
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-05171 14.000 m | 180.00000 2520.00| 112.00000 1568.00| 106.00000 1484.00
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0057 715-05208 3.000 m | 45.00000 135.00| 105.00000 315.00| 108.00000 324.00
PIPE, TYPE 4, CIRCULAR, 375 mm | | |
0058 715-05841 2.000 EACH| 725.00000 1450.00| 4500.00000 9000.00| 1110.00000 2220.00
CONCRETE ANCHOR, 1500 mm | | |
0059 715-46005 6.000 EACH| 190.00000 1140.00| 225.00000 1350.00| 220.00000 1320.00
PIPE END SECTION, 375 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -9
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(4) 35-1212938 |(5) 35-1386990 |(6) 35-1817530
|ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0060 715-46010 2.000 EACH| 205.00000 410.00| 245.00000 490.00| 246.00000 492.00
PIPE END SECTION, 450 mm | | |
0061 715-46040 2.000 EACH| 440.00000 880.00| 525.00000 1050.00| 850.00000 1700.00
PIPE END SECTION, 900 mm | | |
0062 723-06660 111.100 m2 | 655.00000 72770.50| 830.00000 92213.00| 647.00000 71881.70
WINGWALL | | |
0063 723-07547 31.090 m | 7700.00000 239393.00| 5400.00000 167886.00| 7000.00000 217630.00
STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | |
X 3350 mm | | |
0064 801-04308 8.000 EACH| 115.00000 920.00| 180.00000 1440.00| 245.00000 1960.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06625 41.000 EACH| 60.00000 2460.00| 115.00000 4715.00| 75.00000 3075.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0066 801-06640 28.000 EACH| 95.00000 2660.00| 130.00000 3640.00| 90.00000 2520.00
CONSTRUCTION SIGN, A | | |
0067 801-06775 LUMP| 4500.00000 4500.00| 5500.00000 5500.00| 625.00000 625.00
MAINTAINING TRAFFIC | | |
0068 801-07118 32.400 m | 29.00000 939.60| 45.00000 1458.00| 25.00000 810.00
BARRICADE, III-A | | |
0069 801-07119 21.600 m | 25.00000 540.00| 57.00000 1231.20| 30.00000 648.00
BARRICADE, III-B | | |
0070 802-05701 8.000 m | 25.00000 200.00| 35.00000 280.00| 26.00000 208.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76035 1.620 m2 | 170.00000 275.40| 205.00000 332.10| 149.00000 241.38
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0072 808-06712 60.000 m | 0.70000 42.00| 0.75000 45.00| 1.80000 108.00
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0073 808-06713 483.000 m | 0.70000 338.10| 0.75000 362.25| 1.80000 869.40
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0074 808-06714 282.000 m | 0.70000 197.40| 0.75000 211.50| 1.80000 507.60
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0075 808-06726 12.000 m | 6.00000 72.00| 8.50000 102.00| 20.00000 240.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
600 mm | | |
0076 808-75996 11.000 EACH| 13.00000 143.00| 25.00000 275.00| 13.00000 143.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0077 808-75998 11.000 EACH| 95.00000 1045.00| 125.00000 1375.00| 180.00000 1980.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -10
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(4) 35-1212938 |(5) 35-1386990 |(6) 35-1817530
|ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 824,760.86| $ 829,814.65| $ 841,912.41
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 824,760.86| $ 829,814.65| $ 841,912.41
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -11
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(7) 35-1325036 |(8) 35-1917625 |
|DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP| 6000.00000 6000.00| 13000.00000 13000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 1750.00000 8750.00| 2100.00000 10500.00|
FIELD OFFICE, A | | |
0003 110-01001 LUMP| 51000.00000 51000.00| 46100.00000 46100.00|
MOBILIZATION AND DEMOBILIZATION | | |
0004 201-52370 LUMP| 3500.00000 3500.00| 18500.00000 18500.00|
CLEARING RIGHT OF WAY | | |
0005 202-51330 LUMP| 16500.00000 16500.00| 26500.00000 26500.00|
PRESENT STRUCTURE, REMOVE | | |
0006 202-60820 396.000 m2 | 9.00000 3564.00| 6.00000 2376.00|
SURFACE MILLING, ASPHALT | | |
0007 203-02000 4786.000 m3 | 15.50000 74183.00| 24.00000 114864.00|
EXCAVATION, COMMON | | |
0008 203-51223 2054.000 m3 | 17.50000 35945.00| 18.00000 36972.00|
EXCAVATION, WATERWAY | | |
0009 205-03371 258.000 m3 | 17.50000 4515.00| 24.00000 6192.00|
SEDIMENT REMOVE | | |
0010 205-06930 1.200 Mg | 364.17000 437.00| 150.00000 180.00|
SPLASHPAD, RIPRAP | | |
0011 205-06931 53.800 Mg | 46.20000 2485.56| 75.00000 4035.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0012 205-06934 4.600 Mg | 527.83000 2428.02| 515.00000 2369.00|
TEMPORARY MULCHING | | |
0013 205-06936 26.600 Mg | 27.14000 721.92| 45.00000 1197.00|
TEMPORARY SEDIMENT TRAP | | |
0014 205-06938 20.000 m | 41.67000 833.40| 75.00000 1500.00|
TEMPORARY SLOPE DRAIN | | |
0015 207-07500 4050.000 m2 | 5.64000 22842.00| 5.50000 22275.00|
SUBGRADE TREATMENT, TYPE C | | |
0016 211-07454 603.900 m3 | 32.00000 19324.80| 20.00000 12078.00|
STRUCTURE BACKFILL | | |
0017 301-07448 1258.000 Mg | 10.75000 13523.50| 17.50000 22015.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 303-07449 330.200 Mg | 12.75000 4210.05| 25.00000 8255.00|
COMPACTED AGGREGATE, NO. 73 | | |
0019 304-07508 10.400 Mg | 102.13000 1062.15| 200.00000 2080.00|
WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | |
25 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -12
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(7) 35-1325036 |(8) 35-1917625 |
|DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 401-07321 298.700 Mg | 68.80000 20550.56| 64.00000 19116.80|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0021 401-07390 445.700 Mg | 58.05000 25872.89| 52.00000 23176.40|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0022 401-07407 1517.200 Mg | 51.60000 78287.52| 45.00000 68274.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0023 402-07440 256.500 Mg | 59.12000 15164.28| 60.00000 15390.00|
HMA TYPE A, BASE | | |
0024 404-05511 971.400 m2 | 1.61000 1563.95| 10.00000 9714.00|
SEAL COAT, 2 | | |
0025 404-05514 1656.200 m2 | 2.69000 4455.18| 5.00000 8281.00|
SEAL COAT, 5 | | |
0026 405-05518 5.000 m2 | 19.35000 96.75| 2.00000 10.00|
ASPHALT FOR PRIME COAT | | |
0027 406-05520 1.700 Mg | 209.62000 356.35| 250.00000 425.00|
ASPHALT FOR TACK COAT | | |
0028 601-01700 1.000 EACH| 1720.00000 1720.00| 1700.00000 1700.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0029 601-06854 2.000 EACH| 1854.38000 3708.76| 2000.00000 4000.00|
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 3.000 EACH| 2257.50000 6772.50| 2500.00000 7500.00|
GUARDRAIL END TREATMENT, OS | | |
0031 601-97774 1.000 EACH| 967.50000 967.50| 1100.00000 1100.00|
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
0032 601-99105 97.155 m | 36.55000 3551.02| 34.00000 3303.27|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0033 610-07486 46.600 Mg | 102.13000 4759.26| 95.00000 4427.00|
HMA FOR APPROACHES, TYPE A | | |
0034 611-95023 1.000 EACH| 113.68000 113.68| 175.00000 175.00|
MAILBOX ASSEMBLY, RESET | | |
0035 615-06490 21.000 EACH| 118.25000 2483.25| 125.00000 2625.00|
RIGHT OF WAY MARKER | | |
0036 615-06505 2.000 EACH| 483.75000 967.50| 500.00000 1000.00|
MONUMENT, B | | |
0037 615-06527 1.000 EACH| 456.88000 456.88| 650.00000 650.00|
MONUMENT, SECTION CORNER | | |
0038 616-02320 876.400 m2 | 1.50000 1314.60| 2.50000 2191.00|
GEOTEXTILES | | |
0039 616-05688 615.000 Mg | 45.00000 27675.00| 75.00000 46125.00|
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -13
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(7) 35-1325036 |(8) 35-1917625 |
|DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0040 616-06405 106.100 Mg | 25.00000 2652.50| 45.00000 4774.50|
RIPRAP, REVETMENT | | |
0041 621-01004 2.000 EACH| 376.25000 752.50| 375.00000 750.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 1.000 Mg | 691.23000 691.23| 700.00000 700.00|
FERTILIZER | | |
0043 621-06548 4.180 kg | 59.12000 247.12| 57.00000 238.26|
SEED MIXTURE, CV | | |
0044 621-06553 196.600 kg | 7.27000 1429.28| 7.00000 1376.20|
SEED MIXTURE, R | | |
0045 621-06557 196.600 kg | 8.36000 1643.58| 8.00000 1572.80|
SEED MIXTURE, T | | |
0046 621-06565 4.600 Mg | 527.83000 2428.02| 500.00000 2300.00|
MULCHING MATERIAL | | |
0047 621-06567 272.800 kL | 0.59000 160.95| 0.60000 163.68|
WATER | | |
0048 621-06574 1066.000 m2 | 4.26000 4541.16| 4.25000 4530.50|
SODDING | | |
0049 622-52436 2.000 EACH| 26.88000 53.76| 30.00000 60.00|
SIGN, DO NOT MOW OR SPRAY | | |
0050 622-91786 260.000 EACH| 10.02000 2605.20| 10.00000 2600.00|
SEEDLING | | |
0051 715-05019 29.300 m | 225.00000 6592.50| 240.00000 7032.00|
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0052 715-05049 3.000 m | 93.00000 279.00| 114.00000 342.00|
PIPE, TYPE 4, CIRCULAR, 200 mm | | |
0053 715-05052 3.000 m | 100.00000 300.00| 132.00000 396.00|
PIPE, TYPE 4, CIRCULAR, 300 mm | | |
0054 715-05133 6.700 m | 520.00000 3484.00| 375.00000 2512.50|
PIPE, TYPE 1, CIRCULAR, 1500 mm | | |
0055 715-05169 49.100 m | 69.00000 3387.90| 94.00000 4615.40|
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0056 715-05171 14.000 m | 106.00000 1484.00| 140.00000 1960.00|
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0057 715-05208 3.000 m | 108.00000 324.00| 165.00000 495.00|
PIPE, TYPE 4, CIRCULAR, 375 mm | | |
0058 715-05841 2.000 EACH| 1110.00000 2220.00| 1000.00000 2000.00|
CONCRETE ANCHOR, 1500 mm | | |
0059 715-46005 6.000 EACH| 220.00000 1320.00| 275.00000 1650.00|
PIPE END SECTION, 375 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -14
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(7) 35-1325036 |(8) 35-1917625 |
|DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0060 715-46010 2.000 EACH| 246.00000 492.00| 300.00000 600.00|
PIPE END SECTION, 450 mm | | |
0061 715-46040 2.000 EACH| 850.00000 1700.00| 600.00000 1200.00|
PIPE END SECTION, 900 mm | | |
0062 723-06660 111.100 m2 | 700.80000 77858.88| 875.00000 97212.50|
WINGWALL | | |
0063 723-07547 31.090 m | 7979.91000 248095.40| 6500.00000 202085.00|
STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | |
X 3350 mm | | |
0064 801-04308 8.000 EACH| 263.38000 2107.04| 100.00000 800.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06625 41.000 EACH| 80.63000 3305.83| 50.00000 2050.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0066 801-06640 28.000 EACH| 96.75000 2709.00| 80.00000 2240.00|
CONSTRUCTION SIGN, A | | |
0067 801-06775 LUMP| 671.88000 671.88| 3500.00000 3500.00|
MAINTAINING TRAFFIC | | |
0068 801-07118 32.400 m | 26.88000 870.91| 27.00000 874.80|
BARRICADE, III-A | | |
0069 801-07119 21.600 m | 32.25000 696.60| 21.50000 464.40|
BARRICADE, III-B | | |
0070 802-05701 8.000 m | 31.44000 251.52| 24.00000 192.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76035 1.620 m2 | 192.91000 312.51| 160.00000 259.20|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0072 808-06712 60.000 m | 1.88000 112.80| 0.60000 36.00|
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0073 808-06713 483.000 m | 1.88000 908.04| 0.60000 289.80|
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0074 808-06714 282.000 m | 1.88000 530.16| 0.60000 169.20|
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0075 808-06726 12.000 m | 21.50000 258.00| 6.00000 72.00|
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
600 mm | | |
0076 808-75996 11.000 EACH| 8.55000 94.05| 20.00000 220.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0077 808-75998 11.000 EACH| 193.50000 2128.50| 92.50000 1017.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 401 -15
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 752,918.23 ROUTE : SR 14
CALL ORDER : 401 CONTRACT ID : B -26341-A COUNTIES : PULASKI
LETTING DATE : 10/22/02 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|(7) 35-1325036 |(8) 35-1917625 |
|DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 852,362.65| $ 923,522.71|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 852,362.65| $ 923,522.71|
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -1
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
CONTRACT TIME : 06/30/03 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 35-1339168 LAPORTE CONSTRUCTION CO $ 3,216,561.10 100.0000%
2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,662,436.33 113.8618%
3 36-2231526 WALSH CONSTR CO OF ILL $ 3,972,245.75 123.4935%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 4,137,313.09 128.6253%
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP| 3521.33000 3521.33| 11600.72000 11600.72| 100000.00000 100000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07040 12.000 MOS | 1292.53000 15510.36| 2454.38000 29452.56| 2408.33000 28899.96
FIELD OFFICE, C | | |
0003 110-01001 LUMP| 162325.00000 162325.00| 185024.06000 185024.06| 195000.00000 195000.00
MOBILIZATION AND DEMOBILIZATION | | |
0004 201-52370 LUMP| 1376.33000 1376.33| 12882.89000 12882.89| 117000.00000 117000.00
CLEARING RIGHT OF WAY | | |
0005 202-02241 2600.000 LFT | 1.30000 3380.00| 1.30000 3380.00| 3.00000 7800.00
GUARDRAIL, REMOVE | | |
0006 202-51330 LUMP| 317447.93000 317447.93| 124622.66000 124622.66| 75000.00000 75000.00
PRESENT STRUCTURE, REMOVE | | |
0007 202-60820 4080.000 SYS | 1.47000 5997.60| 2.28000 9302.40| 1.22000 4977.60
SURFACE MILLING, ASPHALT | | |
0008 202-91385 4.000 EACH| 77.00000 308.00| 143.99000 575.96| 500.00000 2000.00
INLET, REMOVE | | |
0009 202-99187 420.000 LFT | 4.01000 1684.20| 2.38000 999.60| 5.00000 2100.00
FENCE, FARM FIELD, REMOVE | | |
0010 203-02055 25969.000 CYS | 5.75000 149321.75| 8.01000 208011.69| 9.10000 236317.90
EMBANKMENT | | |
0011 203-02070 1900.000 CYS | 6.17000 11723.00| 6.67000 12673.00| 2.80000 5320.00
BORROW | | |
0012 203-04815 6.000 EACH| 2735.00000 16410.00| 4604.87000 27629.22| 4606.27000 27637.62
DRYWELL | | |
0013 205-03662 LUMP| 12754.00000 12754.00| 34327.79000 34327.79| 20000.00000 20000.00
IRRIGATION, LANDSCAPE | | |
0014 205-06931 6.000 TON | 167.43000 1004.58| 106.55000 639.30| 58.19000 349.14
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -2
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0015 205-06937 8775.000 LFT | 0.99000 8687.25| 1.52000 13338.00| 1.52000 13338.00
TEMPORARY SILT FENCE | | |
0016 206-51230 187.000 CYS | 4.68000 875.16| 9.64000 1802.68| 12.00000 2244.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0017 206-51230 1000.000 CYS | 0.56000 560.00| 8.60000 8600.00| 3.89000 3890.00
EXCAVATION, FOUNDATION, UNCLASSIFIED , | | |
FOR MSE WALL FOUNDATION PREPARATION | | |
0018 211-02050 1000.000 CYS | 0.87000 870.00| 6.67000 6670.00| 9.36000 9360.00
B BORROW , FOR MSE WALL FOUNDATION | | |
PREPARATION | | |
0019 211-06467 188.000 CYS | 27.53000 5175.64| 49.27000 9262.76| 27.12000 5098.56
AGGREGATE FOR END BENT BACKFILL | | |
0020 211-06467 6.600 CYS | 91.00000 600.60| 49.25000 325.05| 82.57000 544.96
AGGREGATE FOR END BENT BACKFILL , AT | | |
MSE COPING | | |
0021 211-07454 7517.000 CYS | 5.76000 43297.92| 6.94000 52167.98| 0.50000 3758.50
STRUCTURE BACKFILL | | |
0022 212-06281 1230.000 CYS | 0.98000 1205.40| 5.67000 6974.10| 32.48000 39950.40
STOCKPILED SELECTED MATERIAL | | |
0023 212-06282 270.000 CYS | 2.71000 731.70| 5.67000 1530.90| 5.51000 1487.70
STOCKPILED SELECTED MATERIAL, SALVAGED | | |
0024 303-07449 170.000 TON | 17.83000 3031.10| 25.82000 4389.40| 16.86000 2866.20
COMPACTED AGGREGATE, NO. 73 | | |
0025 303-52308 1410.000 TON | 10.53000 14847.30| 14.56000 20529.60| 14.83000 20910.30
COMPACTED AGGREGATE, O, 53 | | |
0026 304-06464 2185.000 CYS | 21.29000 46518.65| 27.93000 61027.05| 27.00000 58995.00
SUBBASE FOR PCCP | | |
0027 402-07433 33.000 TON | 70.00000 2310.00| 70.00000 2310.00| 75.00000 2475.00
HMA TYPE B, SURFACE | | |
0028 402-07434 365.000 TON | 35.00000 12775.00| 35.00000 12775.00| 35.00000 12775.00
HMA TYPE C, SURFACE | | |
0029 402-07438 32.000 TON | 70.00000 2240.00| 70.00000 2240.00| 75.00000 2400.00
HMA TYPE B, INTERMEDIATE | | |
0030 402-07441 27.000 TON | 70.00000 1890.00| 70.00000 1890.00| 75.00000 2025.00
HMA TYPE B, BASE | | |
0031 406-05521 4000.000 SYS | 0.03000 120.00| 0.03000 120.00| 0.03000 120.00
ASPHALT FOR TACK COAT | | |
0032 501-06266 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 734.41000 734.41
PROFILOGRAPH, PCCP | | |
0033 501-06727 LUMP| 800.00000 800.00| 800.00000 800.00| 1727.30000 1727.30
CORING, PCCP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -3
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 502-06329 8336.000 SYS | 30.01000 250163.36| 28.11000 234324.96| 31.20000 260083.20
PCCP, 12 IN. | | |
0035 503-05240 3640.000 LFT | 5.53000 20129.20| 5.98000 21767.20| 7.00000 25480.00
D-1 CONTRACTION JOINT | | |
0036 503-05310 156.000 LFT | 108.71000 16958.76| 74.27000 11586.12| 77.88000 12149.28
TERMINAL JOINT | | |
0037 601-06038 2.000 EACH| 1980.00000 3960.00| 1980.00000 3960.00| 1980.00000 3960.00
GUARDRAIL END TREATMENT, II | | |
0038 601-06233 2.000 EACH| 7250.00000 14500.00| 7250.00000 14500.00| 9275.92000 18551.84
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0039 601-06728 225.000 LFT | 31.00000 6975.00| 31.00000 6975.00| 31.00000 6975.00
GUARDRAIL, WR-BEAM | | |
0040 601-97079 2.000 EACH| 1159.15000 2318.30| 499.86000 999.72| 1.00000 2.00
GRAVEL BARREL ARRAY, REMOVE | | |
0041 601-99105 325.000 LFT | 11.25000 3656.25| 11.25000 3656.25| 11.25000 3656.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0042 602-06729 72.000 EACH| 8.00000 576.00| 6.00000 432.00| 7.00000 504.00
BARRIER DELINEATOR | | |
0043 602-06945 2160.000 LFT | 43.33000 93592.80| 59.86000 129297.60| 61.17000 132127.20
BARRIER, CONCRETE, 45 IN. | | |
0044 602-06976 320.000 LFT | 32.72000 10470.40| 57.08000 18265.60| 92.24000 29516.80
BARRIER, CONCRETE, 45 IN., MODIFIED | | |
0045 603-01891 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 225.00000 900.00
FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | |
X 12 FT. , TEMPORARY | | |
0046 603-92230 160.000 LFT | 7.50000 1200.00| 7.50000 1200.00| 7.50000 1200.00
FENCE, CHAIN LINK, SECURITY, 72 IN. | | |
0047 603-92636 400.000 LFT | 18.00000 7200.00| 18.00000 7200.00| 18.00000 7200.00
FENCE, CHAIN LINK, 72 IN. (BROWN VINYL) | | |
0049 604-90256 1430.000 SYS | 49.33000 70541.90| 27.17000 38853.10| 37.49000 53610.70
SIDEWALK, CONCRETE, 6 IN. | | |
0050 605-06090 139.000 LFT | 54.33000 7551.87| 14.45000 2008.55| 8.28000 1150.92
CURB, INTEGRAL, CONCRETE | | |
0051 606-07484 4000.000 LFT | 0.93000 3720.00| 1.61000 6440.00| 0.93000 3720.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0052 610-06259 769.000 SYS | 32.20000 24761.80| 35.54000 27330.26| 39.96000 30729.24
REINFORCED CONCRETE BRIDGE APPROACH, 12 | | |
IN. | | |
0053 615-06336 1.000 EACH| 1500.00000 1500.00| 1700.00000 1700.00| 600.00000 600.00
MONUMENT , GPS REFERENCE POING | | |
0054 615-06490 12.000 EACH| 116.00000 1392.00| 135.84000 1630.08| 116.00000 1392.00
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -4
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 615-06515 6.000 EACH| 100.00000 600.00| 85.09000 510.54| 100.00000 600.00
MONUMENT, D | | |
0056 615-06530 1.000 EACH| 575.00000 575.00| 127.09000 127.09| 575.00000 575.00
POST, BENCHMARK | | |
0057 616-02320 1721.000 SYS | 2.12000 3648.52| 1.26000 2168.46| 1.34000 2306.14
GEOTEXTILES | | |
0058 616-06451 590.000 TON | 27.57000 16266.30| 27.19000 16042.10| 24.21000 14283.90
RIPRAP, UNIFORM | | |
0059 621-01004 1.000 EACH| 2500.00000 2500.00| 500.00000 500.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING (SODDING) | | |
0060 621-06570 1425.000 CYS | 5.38000 7666.50| 7.00000 9975.00| 11.77000 16772.25
TOP SOIL (OFFSITE) | | |
0061 621-06574 12797.000 SYS | 2.20000 28153.40| 2.70000 34551.90| 2.70000 34551.90
SODDING | | |
0062 621-98038 640.000 CYS | 55.50000 35520.00| 57.75000 36960.00| 57.75000 36960.00
MULCH, HARDWOOD SHREDDED BARK | | |
0063 622-05627 68.000 EACH| 40.00000 2720.00| 645.00000 43860.00| 645.00000 43860.00
PLANT, CONIFEROUS EVERGREEN, CONE, | | |
BROAD UPRIGHT, OVER 96 IN. | | |
0064 622-05634 232.000 EACH| 45.00000 10440.00| 39.00000 9048.00| 39.00000 9048.00
PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | |
BROAD SPREADING, SEMISPREADING, OVER 18 | | |
TO 24 IN. | | |
0065 622-05640 176.000 EACH| 46.50000 8184.00| 53.00000 9328.00| 53.00000 9328.00
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0066 622-05650 24.000 EACH| 90.00000 2160.00| 309.00000 7416.00| 309.00000 7416.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0067 622-05652 20.000 EACH| 190.00000 3800.00| 1229.00000 24580.00| 1229.00000 24580.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 3.5 IN. | | |
0068 622-05653 1144.000 EACH| 30.00000 34320.00| 9.75000 11154.00| 9.75000 11154.00
PLANT, GROUND COVER | | |
0069 622-05654 1720.000 EACH| 16.00000 27520.00| 11.25000 19350.00| 11.25000 19350.00
PLANT, PERENNIAL | | |
0070 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00
SIGN, DO NOT MOW OR SPRAY | | |
0071 701-51195 1700.000 LFT | 11.62000 19754.00| 29.89000 50813.00| 31.08000 52836.00
PILE, STEEL H, HP 12 X 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -5
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 701-98647 1530.000 LFT | 19.93000 30492.90| 35.81000 54789.30| 38.37000 58706.10
PILE, CONCRETE, STEEL SHELL ENCASED, | | |
0.203 IN., 14 IN. | | |
0073 702-51005 85.500 CYS | 565.13000 48318.62| 435.03000 37195.07| 500.00000 42750.00
CONCRETE, A, SUBSTRUCTURE | | |
0074 702-51015 80.600 CYS | 124.33000 10021.00| 135.03000 10883.42| 350.00000 28210.00
CONCRETE, B, FOOTINGS | | |
0075 702-92857 35.200 CYS | 210.48000 7408.90| 254.81000 8969.31| 425.00000 14960.00
CONCRETE, C, SUBSTRUCTURE | | |
0076 703-51030 2005.000 LBS | 0.62000 1243.10| 0.48000 962.40| 0.50000 1002.50
REINFORCING STEEL | | |
0077 703-51032 198978.000 LBS | 0.48000 95509.44| 0.50000 99489.00| 0.50000 99489.00
REINFORCING STEEL, EPOXY COATED | | |
0078 704-51006 592.500 CYS | 300.33000 177945.53| 315.20000 186756.00| 450.00000 266625.00
CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | |
0079 706-51020 74.100 CYS | 267.32000 19808.41| 163.36000 12104.98| 355.00000 26305.50
CONCRETE, C, RAILING | | |
0080 706-92556 605.400 LFT | 434.56000 263082.62| 507.16000 307034.66| 345.00000 208863.00
STRUCTURAL STEEL RAILING | | |
0081 709-51821 LUMP| 4339.33000 4339.33| 3249.90000 3249.90| 0.30000 0.30
SURFACE SEAL | | |
0082 709-96826 LUMP| 61278.00000 61278.00| 61278.00000 61278.00| 78113.00000 78113.00
CONCRETE SURFACE COATING | | |
0083 711-51038 LUMP| 273256.33000 273256.33| 461868.51000 461868.51| 482955.81000 482955.81
STRUCTURAL STEEL | | |
0084 711-90932 1088.000 LFT | 2.80000 3046.40| 2.80000 3046.40| 5.02000 5461.76
EDGING, STEEL | | |
0085 715-01662 286.000 LFT | 9.64000 2757.04| 11.38000 3254.68| 3.50000 1001.00
PIPE CLEANING, 12 IN TO 48 IN DIA | | |
0086 715-05149 1812.000 LFT | 17.07000 30930.84| 18.99000 34409.88| 19.31000 34989.72
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0087 715-05151 73.000 LFT | 19.24000 1404.52| 20.78000 1516.94| 31.04000 2265.92
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0088 715-05152 150.000 LFT | 25.23000 3784.50| 22.53000 3379.50| 27.15000 4072.50
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0089 715-05159 206.000 LFT | 60.13000 12386.78| 58.73000 12098.38| 80.40000 16562.40
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0090 715-26734 1.000 EACH| 9989.64000 9989.64| 10973.79000 10973.79| 10599.64000 10599.64
GRATED BOX END SECTION, II, 10:1, 42 IN.| | |
0091 715-26764 2.000 EACH| 4042.61000 8085.22| 4247.26000 8494.52| 4124.48000 8248.96
GRATED BOX END SECTION, II, 10:1, 18 IN.| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -6
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0092 715-46000 2.000 EACH| 474.00000 948.00| 191.16000 382.32| 190.37000 380.74
PIPE END SECTION, 12 IN. | | |
0093 720-45041 12.000 EACH| 2332.34000 27988.08| 3324.96000 39899.52| 2472.41000 29668.92
INLET, H5 | | |
0094 720-45250 4.000 EACH| 1951.34000 7805.36| 1122.67000 4490.68| 3968.40000 15873.60
CATCH BASIN, K10 | | |
0095 720-92605 1.000 EACH| 2591.33000 2591.33| 2662.45000 2662.45| 4725.31000 4725.31
MANHOLE, K2, MODIFIED | | |
0096 724-03276 47.600 LFT | 139.99000 6663.52| 35.10000 1670.76| 85.00000 4046.00
EXPANSION JOINT SEALING SYSTEM | | |
0097 726-95870 16.000 EACH| 550.00000 8800.00| 451.34000 7221.44| 1444.95000 23119.20
BEARING ASSEMBLY , ENDS | | |
0098 726-96576 8.000 EACH| 1110.00000 8880.00| 1073.33000 8586.64| 1444.95000 11559.60
BEARING ASSEMBLY, FIXED | | |
0099 728-98377 LUMP| 9145.70000 9145.70| 2280.15000 2280.15| 3522.00000 3522.00
MASONRY COATING | | |
0100 731-93945 6136.000 SFT | 9.58000 58782.88| 12.63000 77497.68| 15.00000 92040.00
FACE PANELS, CONCRETE | | |
0101 731-93946 6136.000 SFT | 6.70000 41111.20| 15.72000 96457.92| 10.00000 61360.00
WALL ERECTION | | |
0102 731-93947 344.000 LFT | 45.33000 15593.52| 22.26000 7657.44| 28.00000 9632.00
LEVELING PAD, CONCRETE | | |
0103 801-01093 4.000 EACH| 945.00000 3780.00| 1200.00000 4800.00| 1200.00000 4800.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0104 801-06198 200.000 DAY | 68.00000 13600.00| 183.29000 36658.00| 200.00000 40000.00
PATROLLER | | |
0105 801-06625 16.000 EACH| 69.00000 1104.00| 60.00000 960.00| 60.00000 960.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0106 801-06640 60.000 EACH| 119.00000 7140.00| 100.00000 6000.00| 100.00000 6000.00
CONSTRUCTION SIGN, A | | |
0107 801-06645 4.000 EACH| 39.00000 156.00| 50.00000 200.00| 50.00000 200.00
CONSTRUCTION SIGN, B | | |
0108 801-06710 400.000 DAY | 12.00000 4800.00| 13.00000 5200.00| 13.00000 5200.00
FLASHING ARROW SIGN | | |
0109 801-06775 LUMP| 5754.33000 5754.33| 4702.79000 4702.79| 55000.00000 55000.00
MAINTAINING TRAFFIC | | |
0110 801-07118 48.000 LFT | 8.65000 415.20| 10.00000 480.00| 10.00000 480.00
BARRICADE, III-A | | |
0111 801-07119 132.000 LFT | 12.25000 1617.00| 11.00000 1452.00| 11.00000 1452.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -7
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526
|LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0112 802-02475 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 450.00000 900.00
SIGN, PANEL, REMOVE AND RELOCATE | | |
0113 802-05701 56.000 LFT | 7.60000 425.60| 7.60000 425.60| 7.60000 425.60
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0114 802-07153 6.000 EACH| 240.00000 1440.00| 240.00000 1440.00| 240.00000 1440.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0115 802-76035 28.000 SFT | 13.60000 380.80| 13.60000 380.80| 13.60000 380.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0116 802-76065 18.000 LFT | 4.80000 86.40| 4.80000 86.40| 4.80000 86.40
SIGN POST, B | | |
0117 802-76095 2970.000 LBS | 1.80000 5346.00| 1.80000 5346.00| 1.80000 5346.00
STRUCTURAL STEEL, BREAKAWAY | | |
0118 807-04744 LUMP| 205253.00000 205253.00| 228500.00000 228500.00| 228500.00000 228500.00
LIGHTING , HIGHWAY | | |
0119 807-04744 LUMP| 15200.00000 15200.00| 18600.00000 18600.00| 18600.00000 18600.00
LIGHTING , LANDSCAPE | | |
0120 808-06711 841.000 LFT | 0.18000 151.38| 0.60000 504.60| 0.30000 252.30
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0121 808-06714 3364.000 LFT | 0.18000 605.52| 0.60000 2018.40| 0.25000 841.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0122 604-04740 9920.000 SFT | 9.85000 97712.00| 9.56000 94835.20| 7.00000 69440.00
PAVERS , STONE | | |
SECTION TOTALS | $ 3,216,561.10| $ 3,662,436.33| $ 3,972,245.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,216,561.10| $ 3,662,436.33| $ 3,972,245.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -8
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP| 25000.00000 25000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07040 12.000 MOS | 1600.00000 19200.00| |
FIELD OFFICE, C | | |
0003 110-01001 LUMP| 205000.00000 205000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0004 201-52370 LUMP| 120000.00000 120000.00| |
CLEARING RIGHT OF WAY | | |
0005 202-02241 2600.000 LFT | 1.30000 3380.00| |
GUARDRAIL, REMOVE | | |
0006 202-51330 LUMP| 200000.00000 200000.00| |
PRESENT STRUCTURE, REMOVE | | |
0007 202-60820 4080.000 SYS | 0.25000 1020.00| |
SURFACE MILLING, ASPHALT | | |
0008 202-91385 4.000 EACH| 150.00000 600.00| |
INLET, REMOVE | | |
0009 202-99187 420.000 LFT | 1.50000 630.00| |
FENCE, FARM FIELD, REMOVE | | |
0010 203-02055 25969.000 CYS | 11.00000 285659.00| |
EMBANKMENT | | |
0011 203-02070 1900.000 CYS | 11.00000 20900.00| |
BORROW | | |
0012 203-04815 6.000 EACH| 1850.00000 11100.00| |
DRYWELL | | |
0013 205-03662 LUMP| 23000.00000 23000.00| |
IRRIGATION, LANDSCAPE | | |
0014 205-06931 6.000 TON | 140.00000 840.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06937 8775.000 LFT | 1.52000 13338.00| |
TEMPORARY SILT FENCE | | |
0016 206-51230 187.000 CYS | 50.00000 9350.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0017 206-51230 1000.000 CYS | 10.00000 10000.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED , | | |
FOR MSE WALL FOUNDATION PREPARATION | | |
0018 211-02050 1000.000 CYS | 12.00000 12000.00| |
B BORROW , FOR MSE WALL FOUNDATION | | |
PREPARATION | | |
0019 211-06467 188.000 CYS | 35.00000 6580.00| |
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -9
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 211-06467 6.600 CYS | 32.00000 211.20| |
AGGREGATE FOR END BENT BACKFILL , AT | | |
MSE COPING | | |
0021 211-07454 7517.000 CYS | 14.00000 105238.00| |
STRUCTURE BACKFILL | | |
0022 212-06281 1230.000 CYS | 10.00000 12300.00| |
STOCKPILED SELECTED MATERIAL | | |
0023 212-06282 270.000 CYS | 10.00000 2700.00| |
STOCKPILED SELECTED MATERIAL, SALVAGED | | |
0024 303-07449 170.000 TON | 25.00000 4250.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0025 303-52308 1410.000 TON | 15.00000 21150.00| |
COMPACTED AGGREGATE, O, 53 | | |
0026 304-06464 2185.000 CYS | 34.00000 74290.00| |
SUBBASE FOR PCCP | | |
0027 402-07433 33.000 TON | 55.00000 1815.00| |
HMA TYPE B, SURFACE | | |
0028 402-07434 365.000 TON | 55.00000 20075.00| |
HMA TYPE C, SURFACE | | |
0029 402-07438 32.000 TON | 50.00000 1600.00| |
HMA TYPE B, INTERMEDIATE | | |
0030 402-07441 27.000 TON | 50.00000 1350.00| |
HMA TYPE B, BASE | | |
0031 406-05521 4000.000 SYS | 0.01000 40.00| |
ASPHALT FOR TACK COAT | | |
0032 501-06266 LUMP| 1000.00000 1000.00| |
PROFILOGRAPH, PCCP | | |
0033 501-06727 LUMP| 1000.00000 1000.00| |
CORING, PCCP | | |
0034 502-06329 8336.000 SYS | 36.00000 300096.00| |
PCCP, 12 IN. | | |
0035 503-05240 3640.000 LFT | 6.00000 21840.00| |
D-1 CONTRACTION JOINT | | |
0036 503-05310 156.000 LFT | 80.00000 12480.00| |
TERMINAL JOINT | | |
0037 601-06038 2.000 EACH| 1980.00000 3960.00| |
GUARDRAIL END TREATMENT, II | | |
0038 601-06233 2.000 EACH| 7250.00000 14500.00| |
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0039 601-06728 225.000 LFT | 31.00000 6975.00| |
GUARDRAIL, WR-BEAM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -10
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0040 601-97079 2.000 EACH| 500.00000 1000.00| |
GRAVEL BARREL ARRAY, REMOVE | | |
0041 601-99105 325.000 LFT | 11.25000 3656.25| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0042 602-06729 72.000 EACH| 8.00000 576.00| |
BARRIER DELINEATOR | | |
0043 602-06945 2160.000 LFT | 60.00000 129600.00| |
BARRIER, CONCRETE, 45 IN. | | |
0044 602-06976 320.000 LFT | 80.00000 25600.00| |
BARRIER, CONCRETE, 45 IN., MODIFIED | | |
0045 603-01891 4.000 EACH| 225.00000 900.00| |
FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | |
X 12 FT. , TEMPORARY | | |
0046 603-92230 160.000 LFT | 7.50000 1200.00| |
FENCE, CHAIN LINK, SECURITY, 72 IN. | | |
0047 603-92636 400.000 LFT | 18.00000 7200.00| |
FENCE, CHAIN LINK, 72 IN. (BROWN VINYL) | | |
0049 604-90256 1430.000 SYS | 38.00000 54340.00| |
SIDEWALK, CONCRETE, 6 IN. | | |
0050 605-06090 139.000 LFT | 35.00000 4865.00| |
CURB, INTEGRAL, CONCRETE | | |
0051 606-07484 4000.000 LFT | 1.00000 4000.00| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0052 610-06259 769.000 SYS | 45.00000 34605.00| |
REINFORCED CONCRETE BRIDGE APPROACH, 12 | | |
IN. | | |
0053 615-06336 1.000 EACH| 2000.00000 2000.00| |
MONUMENT , GPS REFERENCE POING | | |
0054 615-06490 12.000 EACH| 116.00000 1392.00| |
RIGHT OF WAY MARKER | | |
0055 615-06515 6.000 EACH| 250.00000 1500.00| |
MONUMENT, D | | |
0056 615-06530 1.000 EACH| 115.00000 115.00| |
POST, BENCHMARK | | |
0057 616-02320 1721.000 SYS | 2.00000 3442.00| |
GEOTEXTILES | | |
0058 616-06451 590.000 TON | 24.00000 14160.00| |
RIPRAP, UNIFORM | | |
0059 621-01004 1.000 EACH| 500.00000 500.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING (SODDING) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -11
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0060 621-06570 1425.000 CYS | 7.00000 9975.00| |
TOP SOIL (OFFSITE) | | |
0061 621-06574 12797.000 SYS | 2.70000 34551.90| |
SODDING | | |
0062 621-98038 640.000 CYS | 57.75000 36960.00| |
MULCH, HARDWOOD SHREDDED BARK | | |
0063 622-05627 68.000 EACH| 645.00000 43860.00| |
PLANT, CONIFEROUS EVERGREEN, CONE, | | |
BROAD UPRIGHT, OVER 96 IN. | | |
0064 622-05634 232.000 EACH| 39.00000 9048.00| |
PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | |
BROAD SPREADING, SEMISPREADING, OVER 18 | | |
TO 24 IN. | | |
0065 622-05640 176.000 EACH| 53.00000 9328.00| |
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0066 622-05650 24.000 EACH| 309.00000 7416.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0067 622-05652 20.000 EACH| 1229.00000 24580.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 3.5 IN. | | |
0068 622-05653 1144.000 EACH| 9.75000 11154.00| |
PLANT, GROUND COVER | | |
0069 622-05654 1720.000 EACH| 11.25000 19350.00| |
PLANT, PERENNIAL | | |
0070 622-52436 4.000 EACH| 25.00000 100.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0071 701-51195 1700.000 LFT | 32.00000 54400.00| |
PILE, STEEL H, HP 12 X 53 | | |
0072 701-98647 1530.000 LFT | 10.00000 15300.00| |
PILE, CONCRETE, STEEL SHELL ENCASED, | | |
0.203 IN., 14 IN. | | |
0073 702-51005 85.500 CYS | 600.00000 51300.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0074 702-51015 80.600 CYS | 500.00000 40300.00| |
CONCRETE, B, FOOTINGS | | |
0075 702-92857 35.200 CYS | 475.00000 16720.00| |
CONCRETE, C, SUBSTRUCTURE | | |
0076 703-51030 2005.000 LBS | 0.60000 1203.00| |
REINFORCING STEEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -12
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0077 703-51032 198978.000 LBS | 0.55000 109437.90| |
REINFORCING STEEL, EPOXY COATED | | |
0078 704-51006 592.500 CYS | 475.00000 281437.50| |
CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | |
0079 706-51020 74.100 CYS | 190.00000 14079.00| |
CONCRETE, C, RAILING | | |
0080 706-92556 605.400 LFT | 450.00000 272430.00| |
STRUCTURAL STEEL RAILING | | |
0081 709-51821 LUMP| 12000.00000 12000.00| |
SURFACE SEAL | | |
0082 709-96826 LUMP| 60000.00000 60000.00| |
CONCRETE SURFACE COATING | | |
0083 711-51038 LUMP| 434083.84000 434083.84| |
STRUCTURAL STEEL | | |
0084 711-90932 1088.000 LFT | 2.80000 3046.40| |
EDGING, STEEL | | |
0085 715-01662 286.000 LFT | 15.00000 4290.00| |
PIPE CLEANING, 12 IN TO 48 IN DIA | | |
0086 715-05149 1812.000 LFT | 29.00000 52548.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0087 715-05151 73.000 LFT | 36.00000 2628.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0088 715-05152 150.000 LFT | 39.50000 5925.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0089 715-05159 206.000 LFT | 78.00000 16068.00| |
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0090 715-26734 1.000 EACH| 11750.00000 11750.00| |
GRATED BOX END SECTION, II, 10:1, 42 IN.| | |
0091 715-26764 2.000 EACH| 5250.00000 10500.00| |
GRATED BOX END SECTION, II, 10:1, 18 IN.| | |
0092 715-46000 2.000 EACH| 350.00000 700.00| |
PIPE END SECTION, 12 IN. | | |
0093 720-45041 12.000 EACH| 2488.00000 29856.00| |
INLET, H5 | | |
0094 720-45250 4.000 EACH| 1590.00000 6360.00| |
CATCH BASIN, K10 | | |
0095 720-92605 1.000 EACH| 3950.00000 3950.00| |
MANHOLE, K2, MODIFIED | | |
0096 724-03276 47.600 LFT | 125.00000 5950.00| |
EXPANSION JOINT SEALING SYSTEM | | |
0097 726-95870 16.000 EACH| 200.00000 3200.00| |
BEARING ASSEMBLY , ENDS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -13
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0098 726-96576 8.000 EACH| 650.00000 5200.00| |
BEARING ASSEMBLY, FIXED | | |
0099 728-98377 LUMP| 4000.00000 4000.00| |
MASONRY COATING | | |
0100 731-93945 6136.000 SFT | 13.80000 84676.80| |
FACE PANELS, CONCRETE | | |
0101 731-93946 6136.000 SFT | 4.50000 27612.00| |
WALL ERECTION | | |
0102 731-93947 344.000 LFT | 12.00000 4128.00| |
LEVELING PAD, CONCRETE | | |
0103 801-01093 4.000 EACH| 1200.00000 4800.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0104 801-06198 200.000 DAY | 150.00000 30000.00| |
PATROLLER | | |
0105 801-06625 16.000 EACH| 60.00000 960.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0106 801-06640 60.000 EACH| 100.00000 6000.00| |
CONSTRUCTION SIGN, A | | |
0107 801-06645 4.000 EACH| 50.00000 200.00| |
CONSTRUCTION SIGN, B | | |
0108 801-06710 400.000 DAY | 13.00000 5200.00| |
FLASHING ARROW SIGN | | |
0109 801-06775 LUMP| 20000.00000 20000.00| |
MAINTAINING TRAFFIC | | |
0110 801-07118 48.000 LFT | 10.00000 480.00| |
BARRICADE, III-A | | |
0111 801-07119 132.000 LFT | 11.00000 1452.00| |
BARRICADE, III-B | | |
0112 802-02475 2.000 EACH| 450.00000 900.00| |
SIGN, PANEL, REMOVE AND RELOCATE | | |
0113 802-05701 56.000 LFT | 7.60000 425.60| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0114 802-07153 6.000 EACH| 240.00000 1440.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0115 802-76035 28.000 SFT | 13.60000 380.80| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0116 802-76065 18.000 LFT | 4.80000 86.40| |
SIGN POST, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/02
PAGE : 451 -14
TABULATION OF BIDS
ENGINEER'S ESTIMATE: $ 5,344,194.03 ROUTE : I-90
CALL ORDER : 451 CONTRACT ID : BT-25218-A COUNTIES : ST. JOSEPH
LETTING DATE : 10/22/02 10:00 AM DISTRICT : TOLL
SET-ASIDE :
====================================================================================================================================
|(4) 35-0918397 | |
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 802-76095 2970.000 LBS | 1.80000 5346.00| |
STRUCTURAL STEEL, BREAKAWAY | | |
0118 807-04744 LUMP| 241900.00000 241900.00| |
LIGHTING , HIGHWAY | | |
0119 807-04744 LUMP| 20600.00000 20600.00| |
LIGHTING , LANDSCAPE | | |
0120 808-06711 841.000 LFT | 0.30000 252.30| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0121 808-06714 3364.000 LFT | 0.30000 1009.20| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0122 604-04740 9920.000 SFT | 8.00000 79360.00| |
PAVERS , STONE | | |
SECTION TOTALS | $ 4,137,313.09| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,137,313.09| |
====================================================================================================================================