INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 1 CALL ORDER : 251 CONTRACT ID : RS-25001-A COUNTIES : JAY LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 504,604.34 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1537021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 3,788,431.03 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,926,042.33 103.6324% 3 35-1120685 WALSH & KELLY, INC. $ 3,943,036.05 104.0809% 4 35-0997978 PHEND & BROWN, INC. $ 3,998,455.19 105.5438% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 4,920,421.45 129.8801% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1120685 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1090.00000 9810.00| 1800.00000 16200.00| 1500.00000 13500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 7.000 MOS | 175.00000 1225.00| 300.00000 2100.00| 500.00000 3500.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 128000.00000 128000.00| 195000.00000 195000.00| 197000.00000 197000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 80.000 m | 8.00000 640.00| 20.00000 1600.00| 8.00000 640.00 GUARDRAIL, REMOVE | | | 0006 202-02271 10.000 EACH| 210.00000 2100.00| 250.00000 2500.00| 450.00000 4500.00 HEADWALL, REMOVE | | | 0008 202-60820 209394.000 m2 | 0.17000 35596.98| 0.37000 77475.78| 0.55000 115166.70 SURFACE MILLING, ASPHALT | | | 0009 202-91385 1.000 EACH| 390.00000 390.00| 500.00000 500.00| 450.00000 450.00 INLET, REMOVE | | | 0010 202-93608 2.000 EACH| 1100.00000 2200.00| 1250.00000 2500.00| 1200.00000 2400.00 MEDIAN CROSSOVER, REMOVE | | | 0011 202-93741 11.000 EACH| 250.00000 2750.00| 200.00000 2200.00| 100.00000 1100.00 GUARD RAIL END TREATMENT, REMOVE , | | | BURIED | | | 0012 202-94749 308.000 m | 6.23000 1918.84| 10.00000 3080.00| 3.00000 924.00 CURB, ASPHALT, REMOVE | | | 0013 203-02070 450.000 m3 | 13.08000 5886.00| 24.00000 10800.00| 16.00000 7200.00 BORROW | | | 0014 203-02080 1.200 km | 4920.00000 5904.00| 8500.00000 10200.00| 11000.00000 13200.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1120685 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 10.000 m3 | 13.08000 130.80| 19.00000 190.00| 16.00000 160.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04075 6000.000 Mg | 16.53000 99180.00| 15.45000 92700.00| 14.00000 84000.00 COMPACTED AGGREGATE, O, 73 | | | 0017 305-03055 50.000 Mg | 220.46000 11023.00| 258.00000 12900.00| 220.00000 11000.00 SPECIAL JOINT PATCHING MATERIAL | | | 0018 305-05204 200.000 Mg | 46.74000 9348.00| 67.00000 13400.00| 90.00000 18000.00 HMA FOR PATCHING | | | 0019 305-05206 2074.000 Mg | 35.27000 73149.98| 28.50000 59109.00| 36.00000 74664.00 WIDENING WITH HMA | | | 0021 401-05455 48959.000 Mg | 30.86000 1510874.74| 29.80000 1458978.20| 28.40000 1390435.60 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | 0022 401-05456 17040.000 Mg | 37.64000 641385.60| 38.50000 656040.00| 35.80000 610032.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0024 401-05464 5204.000 Mg | 31.97000 166371.88| 30.10000 156640.40| 32.80000 170691.20 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0025 401-05467 41500.000 m | 0.36000 14940.00| 0.37000 15355.00| 0.44000 18260.00 MILLED HMA CORRUGATIONS | | | 0026 401-06264 LUMP| 1000.00000 1000.00| 12000.00000 12000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0027 406-05520 230.000 Mg | 110.23000 25352.90| 165.00000 37950.00| 220.00000 50600.00 ASPHALT FOR TACK COAT | | | 0029 601-61390 2.000 EACH| 45.00000 90.00| 50.00000 100.00| 45.00000 90.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0031 601-94689 11.000 EACH| 2240.00000 24640.00| 2375.00000 26125.00| 2240.00000 24640.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 11.000 EACH| 1070.00000 11770.00| 775.00000 8525.00| 1070.00000 11770.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 605-05523 308.000 m | 14.93000 4598.44| 13.00000 4004.00| 12.00000 3696.00 CURB, HMA | | | 0035 610-05527 835.000 Mg | 52.80000 44088.00| 60.00000 50100.00| 60.00000 50100.00 HMA FOR APPROACHES | | | 0036 616-06405 50.000 Mg | 27.42000 1371.00| 30.00000 1500.00| 30.00000 1500.00 RIPRAP, REVETMENT | | | 0037 621-06559 1600.000 m2 | 1.50000 2400.00| 1.50000 2400.00| 1.50000 2400.00 MULCHED SEEDING, R | | | 0038 715-01354 24.000 m | 50.85000 1220.40| 20.00000 480.00| 28.00000 672.00 CLEAN EXISTING PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1120685 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-02837 24.000 m | 220.00000 5280.00| 273.00000 6552.00| 320.00000 7680.00 PIPE, POLYETHYLENE LINER, 250 mm | | | 0040 715-05048 5.000 m | 116.27000 581.35| 100.00000 500.00| 38.00000 190.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0041 715-05596 14.400 m | 171.52000 2469.89| 450.00000 6480.00| 340.00000 4896.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0042 715-05756 10.300 m | 167.16000 1721.75| 475.00000 4892.50| 300.00000 3090.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0043 715-46000 5.000 EACH| 335.00000 1675.00| 475.00000 2375.00| 370.00000 1850.00 PIPE END SECTION, 300 mm | | | 0044 715-46010 7.000 EACH| 365.00000 2555.00| 475.00000 3325.00| 450.00000 3150.00 PIPE END SECTION, 450 mm | | | 0045 718-99153 10.000 m2 | 2.99000 29.90| 10.00000 100.00| 5.00000 50.00 GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-01894 3.000 EACH| 400.00000 1200.00| 300.00000 900.00| 300.00000 900.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0047 720-45135 1.000 EACH| 1045.00000 1045.00| 1800.00000 1800.00| 1700.00000 1700.00 INLET, F7, MODIFIED | | | 0048 801-04308 4.000 EACH| 92.00000 368.00| 92.00000 368.00| 92.00000 368.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 4520.000 m | 0.20000 904.00| 0.40000 1808.00| 0.40000 1808.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 2262.000 m | 3.28000 7419.36| 2.60000 5881.20| 3.00000 6786.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06605 3.000 EACH| 59.00000 177.00| 59.00000 177.00| 59.00000 177.00 BARRICADE, IIIA | | | 0052 801-06625 14.000 EACH| 39.00000 546.00| 39.00000 546.00| 39.00000 546.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 74.000 EACH| 72.00000 5328.00| 72.00000 5328.00| 72.00000 5328.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 5000.00000 5000.00| 45500.00000 45500.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0055 801-09133 2.000 EACH| 4300.00000 8600.00| 4300.00000 8600.00| 4300.00000 8600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0056 802-96915 LUMP| 1985.00000 1985.00| 1985.00000 1985.00| 1985.00000 1985.00 SIGN, RELOCATE | | | 0058 804-06771 600.000 EACH| 15.95000 9570.00| 15.95000 9570.00| 15.95000 9570.00 DELINEATOR POST, FLEXIBLE | | | 0059 808-06701 5673.000 m | 0.75000 4254.75| 0.75000 4254.75| 0.75000 4254.75 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1120685 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06703 24400.000 m | 0.75000 18300.00| 0.75000 18300.00| 0.75000 18300.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0061 808-75245 23300.000 m | 0.75000 17475.00| 0.75000 17475.00| 0.75000 17475.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0062 808-75996 950.000 EACH| 1.75000 1662.50| 3.65000 3467.50| 3.50000 3325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 1000.000 EACH| 18.00000 18000.00| 18.00000 18000.00| 18.00000 18000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 506-06333 650.000 m2 | 110.03000 71519.50| 103.00000 66950.00| 125.00000 81250.00 PCCP PATCHING, FULL DEPTH | | | 0065 401-05463 14621.000 Mg | 28.77000 420646.17| 27.00000 394767.00| 31.00000 453251.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0066 401-05454 9750.000 Mg | 29.21000 284797.50| 30.00000 292500.00| 31.00000 302250.00 QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0067 601-06035 2174.000 m | 17.20000 37392.80| 24.00000 52176.00| 17.20000 37392.80 GUARDRAIL, RESET | | | 0068 801-01093 8.000 EACH| 756.00000 6048.00| 756.00000 6048.00| 756.00000 6048.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0069 801-06606 4.000 EACH| 71.00000 284.00| 71.00000 284.00| 71.00000 284.00 BARRICADE, IIIB | | | 0070 801-06710 360.000 DAY | 11.00000 3960.00| 11.00000 3960.00| 11.00000 3960.00 FLASHING ARROW SIGN | | | 0071 601-99105 80.000 m | 36.00000 2880.00| 39.00000 3120.00| 36.00000 2880.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0072 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 3,788,431.03| $ 3,926,042.33| $ 3,943,036.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,788,431.03| $ 3,926,042.33| $ 3,943,036.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-0918397 | |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1300.00000 11700.00| 1400.00000 12600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 7.000 MOS | 300.00000 2100.00| 300.00000 2100.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 200000.00000 200000.00| 242000.00000 242000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 80.000 m | 8.00000 640.00| 8.00000 640.00| GUARDRAIL, REMOVE | | | 0006 202-02271 10.000 EACH| 210.00000 2100.00| 250.00000 2500.00| HEADWALL, REMOVE | | | 0008 202-60820 209394.000 m2 | 0.71000 148669.74| 0.60000 125636.40| SURFACE MILLING, ASPHALT | | | 0009 202-91385 1.000 EACH| 500.00000 500.00| 200.00000 200.00| INLET, REMOVE | | | 0010 202-93608 2.000 EACH| 1600.00000 3200.00| 1250.00000 2500.00| MEDIAN CROSSOVER, REMOVE | | | 0011 202-93741 11.000 EACH| 100.00000 1100.00| 200.00000 2200.00| GUARD RAIL END TREATMENT, REMOVE , | | | BURIED | | | 0012 202-94749 308.000 m | 4.70000 1447.60| 8.00000 2464.00| CURB, ASPHALT, REMOVE | | | 0013 203-02070 450.000 m3 | 13.50000 6075.00| 12.00000 5400.00| BORROW | | | 0014 203-02080 1.200 km | 2600.00000 3120.00| 10000.00000 12000.00| LINEAR GRADING | | | 0015 211-02060 10.000 m3 | 20.00000 200.00| 12.00000 120.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04075 6000.000 Mg | 16.00000 96000.00| 15.00000 90000.00| COMPACTED AGGREGATE, O, 73 | | | 0017 305-03055 50.000 Mg | 200.00000 10000.00| 155.00000 7750.00| SPECIAL JOINT PATCHING MATERIAL | | | 0018 305-05204 200.000 Mg | 60.00000 12000.00| 110.00000 22000.00| HMA FOR PATCHING | | | 0019 305-05206 2074.000 Mg | 43.00000 89182.00| 41.00000 85034.00| WIDENING WITH HMA | | | 0021 401-05455 48959.000 Mg | 29.00000 1419811.00| 37.00000 1811483.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE --VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-0918397 | |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 401-05456 17040.000 Mg | 39.00000 664560.00| 42.00000 715680.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0024 401-05464 5204.000 Mg | 32.00000 166528.00| 39.00000 202956.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0025 401-05467 41500.000 m | 0.25000 10375.00| 0.50000 20750.00| MILLED HMA CORRUGATIONS | | | 0026 401-06264 LUMP| 11000.00000 11000.00| 7500.00000 7500.00| PROFILOGRAPH, HMA | | | 0027 406-05520 230.000 Mg | 165.00000 37950.00| 350.00000 80500.00| ASPHALT FOR TACK COAT | | | 0029 601-61390 2.000 EACH| 45.00000 90.00| 50.00000 100.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0031 601-94689 11.000 EACH| 2240.00000 24640.00| 2000.00000 22000.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 11.000 EACH| 1070.00000 11770.00| 1000.00000 11000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 605-05523 308.000 m | 10.00000 3080.00| 12.00000 3696.00| CURB, HMA | | | 0035 610-05527 835.000 Mg | 75.00000 62625.00| 65.00000 54275.00| HMA FOR APPROACHES | | | 0036 616-06405 50.000 Mg | 34.00000 1700.00| 40.00000 2000.00| RIPRAP, REVETMENT | | | 0037 621-06559 1600.000 m2 | 1.50000 2400.00| 1.50000 2400.00| MULCHED SEEDING, R | | | 0038 715-01354 24.000 m | 50.00000 1200.00| 200.00000 4800.00| CLEAN EXISTING PIPE | | | 0039 715-02837 24.000 m | 220.00000 5280.00| 275.00000 6600.00| PIPE, POLYETHYLENE LINER, 250 mm | | | 0040 715-05048 5.000 m | 50.00000 250.00| 160.00000 800.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0041 715-05596 14.400 m | 265.00000 3816.00| 150.00000 2160.00| PIPE EXTENSION, CIRCULAR, 450 mm | | | 0042 715-05756 10.300 m | 329.00000 3388.70| 140.00000 1442.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0043 715-46000 5.000 EACH| 215.00000 1075.00| 300.00000 1500.00| PIPE END SECTION, 300 mm | | | 0044 715-46010 7.000 EACH| 250.00000 1750.00| 450.00000 3150.00| PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-0918397 | |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 718-99153 10.000 m2 | 10.00000 100.00| 12.00000 120.00| GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-01894 3.000 EACH| 300.00000 900.00| 500.00000 1500.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0047 720-45135 1.000 EACH| 1500.00000 1500.00| 1700.00000 1700.00| INLET, F7, MODIFIED | | | 0048 801-04308 4.000 EACH| 92.00000 368.00| 115.00000 460.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 4520.000 m | 0.40000 1808.00| 0.40000 1808.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 2262.000 m | 2.80000 6333.60| 2.75000 6220.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06605 3.000 EACH| 59.00000 177.00| 95.00000 285.00| BARRICADE, IIIA | | | 0052 801-06625 14.000 EACH| 39.00000 546.00| 79.00000 1106.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 74.000 EACH| 72.00000 5328.00| 139.00000 10286.00| CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 50000.00000 50000.00| 125000.00000 125000.00| MAINTAINING TRAFFIC | | | 0055 801-09133 2.000 EACH| 4300.00000 8600.00| 7600.00000 15200.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0056 802-96915 LUMP| 1985.00000 1985.00| 20.00000 20.00| SIGN, RELOCATE | | | 0058 804-06771 600.000 EACH| 16.00000 9600.00| 17.00000 10200.00| DELINEATOR POST, FLEXIBLE | | | 0059 808-06701 5673.000 m | 0.75000 4254.75| 0.75000 4254.75| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0060 808-06703 24400.000 m | 0.75000 18300.00| 0.75000 18300.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0061 808-75245 23300.000 m | 0.75000 17475.00| 0.75000 17475.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0062 808-75996 950.000 EACH| 2.50000 2375.00| 5.00000 4750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 1000.000 EACH| 18.00000 18000.00| 18.00000 18000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 506-06333 650.000 m2 | 125.00000 81250.00| 130.00000 84500.00| PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 259 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,130,126.28 ROUTE : 31 CALL ORDER : 259 CONTRACT ID : RS-25201-A COUNTIES : MARSHALL LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 |(5) 35-0918397 | |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 401-05463 14621.000 Mg | 27.00000 394767.00| 37.00000 540977.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0066 401-05454 9750.000 Mg | 30.00000 292500.00| 39.00000 380250.00| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0067 601-06035 2174.000 m | 17.20000 37392.80| 17.20000 37392.80| GUARDRAIL, RESET | | | 0068 801-01093 8.000 EACH| 756.00000 6048.00| 5000.00000 40000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0069 801-06606 4.000 EACH| 71.00000 284.00| 500.00000 2000.00| BARRICADE, IIIB | | | 0070 801-06710 360.000 DAY | 11.00000 3960.00| 15.00000 5400.00| FLASHING ARROW SIGN | | | 0071 601-99105 80.000 m | 36.00000 2880.00| 36.00000 2880.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0072 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 3,998,455.19| $ 4,920,421.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,998,455.19| $ 4,920,421.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 3,399,042.96 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,485,217.20 102.5352% 3 35-1139301 E & B PAVING, INC. $ 3,853,187.61 113.3609% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 4,091,081.15 120.3597% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1917625 |(3) 35-1139301 |WALSH & KELLY |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| 1300.00000 11700.00| 1752.40000 15771.60 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 9652.00000 9652.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 170000.00000 170000.00| 174250.00000 174250.00| 185000.00000 185000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 107.000 m | 15.00000 1605.00| 16.00000 1712.00| 15.00000 1605.00 GUARDRAIL, REMOVE | | | 0005 202-04089 3.000 EACH| 50.00000 150.00| 90.00000 270.00| 104.45000 313.35 SHEET SIGN, REMOVE | | | 0006 202-60820 29060.000 m2 | 1.30000 37778.00| 2.00000 58120.00| 2.36000 68581.60 SURFACE MILLING, ASPHALT | | | 0007 202-93608 1.000 EACH| 500.00000 500.00| 2100.00000 2100.00| 2133.90000 2133.90 MEDIAN CROSSOVER, REMOVE | | | 0008 202-93741 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 250.00000 250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 211-02060 30.000 m3 | 30.00000 900.00| 15.50000 465.00| 17.16000 514.80 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04075 13051.000 Mg | 15.00000 195765.00| 12.00000 156612.00| 14.70000 191849.70 COMPACTED AGGREGATE, O, 73 | | | 0011 303-52308 246.000 Mg | 17.00000 4182.00| 21.00000 5166.00| 18.50000 4551.00 COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 700.000 Mg | 90.00000 63000.00| 225.00000 157500.00| 119.50000 83650.00 HMA FOR PATCHING | | | 0013 305-05206 144.000 Mg | 45.00000 6480.00| 70.00000 10080.00| 56.00000 8064.00 WIDENING WITH HMA | | | 0014 401-05455 52569.000 Mg | 31.00000 1629639.00| 29.00000 1524501.00| 34.50000 1813630.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1917625 |(3) 35-1139301 |WALSH & KELLY |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05456 19842.000 Mg | 37.00000 734154.00| 37.00000 734154.00| 40.00000 793680.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-05467 28330.000 m | 0.25000 7082.50| 0.40000 11332.00| 0.51000 14448.30 MILLED HMA CORRUGATIONS | | | 0017 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 11100.00000 11100.00 PROFILOGRAPH, HMA | | | 0018 406-05520 150.000 Mg | 225.00000 33750.00| 220.00000 33000.00| 157.04000 23556.00 ASPHALT FOR TACK COAT | | | 0020 601-92948 531.000 m | 9.00000 4779.00| 9.00000 4779.00| 9.00000 4779.00 GUARDRAIL, ADJUST HEIGHT | | | 0021 601-94689 2.000 EACH| 2300.00000 4600.00| 2325.00000 4650.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 800.00000 800.00| 775.00000 775.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 132.500 m | 37.00000 4902.50| 37.50000 4968.75| 37.00000 4902.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-05527 673.000 Mg | 55.00000 37015.00| 61.00000 41053.00| 75.76000 50986.48 HMA FOR APPROACHES | | | 0025 612-04315 19.100 Mg | 600.00000 11460.00| 640.00000 12224.00| 650.00000 12415.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-60410 352.000 EACH| 6.90000 2428.80| 7.00000 2464.00| 6.50000 2288.00 DRILLED HOLE FOR UNDERSEAL | | | 0027 615-06527 3.000 EACH| 150.00000 450.00| 575.00000 1725.00| 698.32000 2094.96 MONUMENT, SECTION CORNER | | | 0028 616-06405 100.000 Mg | 25.00000 2500.00| 24.00000 2400.00| 20.31000 2031.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 650.00000 650.00| 700.00000 700.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 30.000 m2 | 8.50000 255.00| 8.25000 247.50| 8.20000 246.00 MULCHED SEEDING, R | | | 0031 621-06574 150.000 m2 | 15.50000 2325.00| 15.75000 2362.50| 15.50000 2325.00 SODDING | | | 0032 715-05119 22.800 m | 130.00000 2964.00| 260.00000 5928.00| 302.98000 6907.94 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 720-44040 2.000 EACH| 350.00000 700.00| 650.00000 1300.00| 213.30000 426.60 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0034 801-06203 13085.000 m | 0.35000 4579.75| 0.20000 2617.00| 0.35000 4579.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 13085.000 m | 2.25000 29441.25| 0.40000 5234.00| 2.50000 32712.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1917625 |(3) 35-1139301 |WALSH & KELLY |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06640 84.000 EACH| 78.00000 6552.00| 78.00000 6552.00| 78.00000 6552.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 34000.00000 34000.00| 20000.00000 20000.00| 67987.00000 67987.00 MAINTAINING TRAFFIC | | | 0038 801-09133 2.000 EACH| 3850.00000 7700.00| 3900.00000 7800.00| 3850.00000 7700.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0039 802-03821 5.000 EACH| 78.00000 390.00| 79.00000 395.00| 78.00000 390.00 SIGN, SHEET WITH LEGEND | | | 0040 802-76055 25.000 m | 11.32000 283.00| 11.35000 283.75| 11.32000 283.00 SIGN POST, A | | | 0041 804-06771 30.000 EACH| 17.95000 538.50| 18.00000 540.00| 17.95000 538.50 DELINEATOR POST, FLEXIBLE | | | 0042 805-02503 734.000 m | 0.66000 484.44| 0.70000 513.80| 0.66000 484.44 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78510 50.000 m | 1.64000 82.00| 1.65000 82.50| 1.64000 82.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0044 805-78785 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 SIGNAL DETECTOR HOUSING | | | 0045 805-78795 160.000 m | 29.52000 4723.20| 29.75000 4760.00| 29.52000 4723.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0046 805-92951 4.000 EACH| 250.00000 1000.00| 252.00000 1008.00| 250.00000 1000.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0047 808-06701 4647.000 m | 0.80000 3717.60| 0.80000 3717.60| 0.80000 3717.60 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0048 808-06703 1913.000 m | 0.80000 1530.40| 0.80000 1530.40| 0.80000 1530.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-06713 31552.000 m | 0.13000 4101.76| 0.15000 4732.80| 0.13000 4101.76 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 31552.000 m | 0.13000 4101.76| 0.15000 4732.80| 0.13000 4101.76 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-75297 69.000 m | 9.00000 621.00| 9.00000 621.00| 9.00000 621.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0052 808-75320 8.000 EACH| 47.00000 376.00| 50.00000 400.00| 47.00000 376.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 6.000 EACH| 67.00000 402.00| 70.00000 420.00| 67.00000 402.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75996 1418.000 EACH| 2.50000 3545.00| 3.60000 5104.80| 3.54000 5019.72 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1917625 |(3) 35-1139301 |WALSH & KELLY |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75998 1418.000 EACH| 18.25000 25878.50| 18.50000 26233.00| 18.25000 25878.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 607-06375 55.000 m | 69.00000 3795.00| 140.00000 7700.00| 179.85000 9891.75 PAVED SIDE DITCH, J | | | 0057 305-92470 2910.000 m2 | 93.50000 272085.00| 135.00000 392850.00| 116.55000 339160.50 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0058 601-06035 270.000 m | 25.00000 6750.00| 25.00000 6750.00| 25.00000 6750.00 GUARDRAIL, RESET | | | SECTION TOTALS | $ 3,399,042.96| $ 3,485,217.20| $ 3,853,187.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,399,042.96| $ 3,485,217.20| $ 3,853,187.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 2500.00000 22500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 335835.72000 335835.72| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 107.000 m | 16.70000 1786.90| | GUARDRAIL, REMOVE | | | 0005 202-04089 3.000 EACH| 55.60000 166.80| | SHEET SIGN, REMOVE | | | 0006 202-60820 29060.000 m2 | 1.40000 40684.00| | SURFACE MILLING, ASPHALT | | | 0007 202-93608 1.000 EACH| 4050.30000 4050.30| | MEDIAN CROSSOVER, REMOVE | | | 0008 202-93741 1.000 EACH| 277.80000 277.80| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 211-02060 30.000 m3 | 20.70000 621.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04075 13051.000 Mg | 15.60000 203595.60| | COMPACTED AGGREGATE, O, 73 | | | 0011 303-52308 246.000 Mg | 23.00000 5658.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 700.000 Mg | 131.00000 91700.00| | HMA FOR PATCHING | | | 0013 305-05206 144.000 Mg | 52.70000 7588.80| | WIDENING WITH HMA | | | 0014 401-05455 52569.000 Mg | 34.50000 1813630.50| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 19842.000 Mg | 41.00000 813522.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-05467 28330.000 m | 0.55000 15581.50| | MILLED HMA CORRUGATIONS | | | 0017 401-06264 LUMP| 11000.00000 11000.00| | PROFILOGRAPH, HMA | | | 0018 406-05520 150.000 Mg | 345.00000 51750.00| | ASPHALT FOR TACK COAT | | | 0020 601-92948 531.000 m | 10.00000 5310.00| | GUARDRAIL, ADJUST HEIGHT | | | 0021 601-94689 2.000 EACH| 2555.60000 5111.20| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-97774 1.000 EACH| 888.90000 888.90| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 132.500 m | 41.10000 5445.75| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-05527 673.000 Mg | 55.00000 37015.00| | HMA FOR APPROACHES | | | 0025 612-04315 19.100 Mg | 666.70000 12733.97| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-60410 352.000 EACH| 7.70000 2710.40| | DRILLED HOLE FOR UNDERSEAL | | | 0027 615-06527 3.000 EACH| 555.60000 1666.80| | MONUMENT, SECTION CORNER | | | 0028 616-06405 100.000 Mg | 38.90000 3890.00| | RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 555.60000 555.60| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 30.000 m2 | 5.60000 168.00| | MULCHED SEEDING, R | | | 0031 621-06574 150.000 m2 | 5.60000 840.00| | SODDING | | | 0032 715-05119 22.800 m | 326.70000 7448.76| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 720-44040 2.000 EACH| 401.40000 802.80| | CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0034 801-06203 13085.000 m | 0.25000 3271.25| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 13085.000 m | 3.40000 44489.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06640 84.000 EACH| 65.60000 5510.40| | CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 110500.00000 110500.00| | MAINTAINING TRAFFIC | | | 0038 801-09133 2.000 EACH| 6111.11000 12222.22| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0039 802-03821 5.000 EACH| 111.10000 555.50| | SIGN, SHEET WITH LEGEND | | | 0040 802-76055 25.000 m | 29.20000 730.00| | SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 804-06771 30.000 EACH| 27.80000 834.00| | DELINEATOR POST, FLEXIBLE | | | 0042 805-02503 734.000 m | 0.73000 535.82| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78510 50.000 m | 1.80000 90.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0044 805-78785 2.000 EACH| 444.50000 889.00| | SIGNAL DETECTOR HOUSING | | | 0045 805-78795 160.000 m | 32.80000 5248.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0046 805-92951 4.000 EACH| 277.80000 1111.20| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0047 808-06701 4647.000 m | 0.89000 4135.83| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0048 808-06703 1913.000 m | 0.89000 1702.57| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-06713 31552.000 m | 0.14000 4417.28| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 31552.000 m | 0.14000 4417.28| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-75297 69.000 m | 10.00000 690.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0052 808-75320 8.000 EACH| 52.20000 417.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 6.000 EACH| 74.50000 447.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75996 1418.000 EACH| 4.90000 6948.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 1418.000 EACH| 20.30000 28785.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 607-06375 55.000 m | 183.30000 10081.50| | PAVED SIDE DITCH, J | | | 0057 305-92470 2910.000 m2 | 111.00000 323010.00| | PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0058 601-06035 270.000 m | 27.80000 7506.00| | GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 261 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,301,913.51 ROUTE : 41 CALL ORDER : 261 CONTRACT ID : RS-25202-A COUNTIES : NEWTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,091,081.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,091,081.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,764,600.25 ROUTE : 35 CALL ORDER : 271 CONTRACT ID : RS-25208-A COUNTIES : GRANT LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1204004 1204004 1204003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 2,270,360.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,689,568.56 118.4643% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1512.00000 9072.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19135.00000 19135.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 113500.00000 113500.00| 134000.00000 134000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 70.100 m2 | 5.98000 419.20| 36.00000 2523.60| PAVEMENT, REMOVE | | | 0007 202-02255 2.000 EACH| 425.00000 850.00| 300.00000 600.00| TREE, 460 mm, REMOVE | | | 0008 202-02265 1.000 EACH| 900.00000 900.00| 1700.00000 1700.00| TREE, 1220 mm, REMOVE | | | 0009 202-02271 15.000 EACH| 150.00000 2250.00| 300.00000 4500.00| HEADWALL, REMOVE | | | 0010 202-02278 63.000 m | 16.40000 1033.20| 36.00000 2268.00| CURB, CONCRETE, REMOVE | | | 0011 202-60820 78253.000 m2 | 0.96000 75122.88| 0.70000 54777.10| SURFACE MILLING, ASPHALT | | | 0012 202-90043 4.000 EACH| 150.00000 600.00| 650.00000 2600.00| WINGWALL, REMOVE | | | 0013 202-96133 96.000 m | 32.81000 3149.76| 92.00000 8832.00| PIPE, REMOVE | | | 0014 203-02000 12313.000 m3 | 12.69000 156251.97| 30.00000 369390.00| EXCAVATION, COMMON | | | 0015 203-02080 0.200 km | 3720.00000 744.00| 30000.00000 6000.00| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,764,600.25 ROUTE : 35 CALL ORDER : 271 CONTRACT ID : RS-25208-A COUNTIES : GRANT LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-02224 6734.000 m | 7.92000 53333.28| 4.50000 30303.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02232 31.000 m3 | 15.70000 486.70| 25.00000 775.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0018 205-02234 92.000 EACH| 55.00000 5060.00| 112.00000 10304.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 6.000 EACH| 60.00000 360.00| 114.00000 684.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 211-02060 72.000 m3 | 52.32000 3767.04| 65.00000 4680.00| B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 6509.000 Mg | 14.33000 93273.97| 13.93000 90670.37| COMPACTED AGGREGATE, O, 53 | | | 0022 305-05204 1000.000 Mg | 60.63000 60630.00| 48.00000 48000.00| HMA FOR PATCHING | | | 0023 305-05206 450.000 Mg | 33.95000 15277.50| 38.73000 17428.50| WIDENING WITH HMA | | | 0024 305-98794 400.000 Mg | 22.05000 8820.00| 14.90000 5960.00| COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0025 401-05454 9897.000 Mg | 27.56000 272761.32| 31.70000 313734.90| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0026 401-05456 8614.000 Mg | 34.72000 299078.08| 43.00000 370402.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-05459 18136.000 Mg | 31.97000 579807.92| 24.00000 435264.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0028 401-06264 LUMP| 2800.00000 2800.00| 3701.90000 3701.90| PROFILOGRAPH, HMA | | | 0029 406-05520 81.000 Mg | 190.70000 15446.70| 165.30000 13389.30| ASPHALT FOR TACK COAT | | | 0030 601-06035 142.300 m | 32.00000 4553.60| 32.00000 4553.60| GUARDRAIL, RESET | | | 0031 605-06120 32.000 m | 65.62000 2099.84| 114.37000 3659.84| CURB, CONCRETE | | | 0032 610-05527 2379.000 Mg | 45.19000 107507.01| 45.00000 107055.00| HMA FOR APPROACHES | | | 0033 611-06497 3.000 EACH| 120.00000 360.00| 120.00000 360.00| MAILBOX ASSEMBLY, SINGLE | | | 0034 611-95023 4.000 EACH| 155.00000 620.00| 100.00000 400.00| MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,764,600.25 ROUTE : 35 CALL ORDER : 271 CONTRACT ID : RS-25208-A COUNTIES : GRANT LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 612-04315 14.790 Mg | 744.05000 11004.50| 700.00000 10353.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0036 612-60410 272.000 EACH| 9.00000 2448.00| 6.50000 1768.00| DRILLED HOLE FOR UNDERSEAL | | | 0037 616-06406 72.000 m2 | 26.31000 1894.32| 42.00000 3024.00| RIPRAP, REVETMENT | | | 0038 621-06548 25.000 kg | 49.60000 1240.00| 49.60000 1240.00| SEED MIXTURE, CV | | | 0039 621-06553 587.000 kg | 8.60000 5048.20| 8.60000 5048.20| SEED MIXTURE, R | | | 0040 621-06567 230.000 kL | 0.53000 121.90| 0.53000 121.90| WATER | | | 0041 621-06574 1695.000 m2 | 3.18000 5390.10| 3.18000 5390.10| SODDING | | | 0043 715-03475 18.000 EACH| 400.00000 7200.00| 680.00000 12240.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 715-03584 2.000 EACH| 500.00000 1000.00| 735.00000 1470.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0045 715-04611 4.000 EACH| 400.00000 1600.00| 575.00000 2300.00| SAFETY METAL END SECTION, 4:1, 300 mm | | | 0047 715-05044 4.000 EACH| 2000.00000 8000.00| 2150.00000 8600.00| SAFETY METAL END SECTION, 6:1, 0.60 m2 | | | 0048 715-05169 55.100 m | 95.14000 5242.21| 227.00000 12507.70| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-05596 1.600 m | 134.51000 215.22| 444.00000 710.40| PIPE EXTENSION, CIRCULAR, 450 mm | | | 0050 715-05597 24.000 m | 131.23000 3149.52| 232.00000 5568.00| PIPE EXTENSION, CIRCULAR, 600 mm | | | 0051 715-05903 264.000 m | 98.43000 25985.52| 106.00000 27984.00| PIPE, RCP, CLASS II, D0.3=50, 375 mm | | | 0052 720-03194 1.000 EACH| 24000.00000 24000.00| 30000.00000 30000.00| MANHOLE , 3000 mm X 3000 mm | | | 0053 720-44000 45.000 EACH| 240.00000 10800.00| 220.00000 9900.00| CASTING, ADJUST TO GRADE | | | 0054 720-45040 6.000 EACH| 2900.00000 17400.00| 20460.00000 122760.00| INLET, G7 | | | 0055 720-90455 2.000 EACH| 1850.00000 3700.00| 2600.00000 5200.00| MANHOLE, B2 | | | 0056 732-96670 24.000 m | 131.23000 3149.52| 174.00000 4176.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0057 801-06207 16287.000 m | 2.00000 32574.00| 2.00000 32574.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,764,600.25 ROUTE : 35 CALL ORDER : 271 CONTRACT ID : RS-25208-A COUNTIES : GRANT LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06605 8.000 EACH| 29.00000 232.00| 110.00000 880.00| BARRICADE, IIIA | | | 0059 801-06606 4.000 EACH| 49.00000 196.00| 125.00000 500.00| BARRICADE, IIIB | | | 0060 801-06625 43.000 EACH| 36.00000 1548.00| 75.00000 3225.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 89.000 EACH| 55.00000 4895.00| 100.00000 8900.00| CONSTRUCTION SIGN, A | | | 0062 801-06645 9.000 EACH| 1.00000 9.00| 40.00000 360.00| CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 30000.00000 30000.00| 76000.00000 76000.00| MAINTAINING TRAFFIC | | | 0065 802-76020 5.900 m2 | 150.00000 885.00| 155.00000 914.50| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0066 802-91122 38.000 EACH| 95.00000 3610.00| 100.00000 3800.00| SIGN, GROUND MOUNTED, RESET | | | 0067 803-02310 440.000 kg | 4.00000 1760.00| 1.40000 616.00| REINFORCING STEEL, SIGN FOUNDATION | | | 0068 803-06031 4.660 m3 | 700.00000 3262.00| 370.00000 1724.20| SIGN FOUNDATIONS, CONCRETE | | | 0069 803-76125 2.000 EACH| 4200.00000 8400.00| 6500.00000 13000.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0070 805-01815 4.000 EACH| 1400.00000 5600.00| 1650.00000 6600.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0071 805-01842 7.000 EACH| 550.00000 3850.00| 735.00000 5145.00| HANDHOLE, SIGNAL | | | 0072 805-06592 394.000 m | 24.00000 9456.00| 23.00000 9062.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-06951 8.000 EACH| 504.00000 4032.00| 455.00000 3640.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER, GREEN | | | 0074 805-78100 1.000 EACH| 7700.00000 7700.00| 8730.00000 8730.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0075 805-78415 4.000 EACH| 1500.00000 6000.00| 1370.00000 5480.00| SPAN, CATENARY, AND TETHER | | | 0076 805-78420 4.000 EACH| 225.00000 900.00| 190.00000 760.00| DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 475.00000 475.00| 520.00000 520.00| SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 271 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,764,600.25 ROUTE : 35 CALL ORDER : 271 CONTRACT ID : RS-25208-A COUNTIES : GRANT LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78467 16.000 m | 4.00000 64.00| 5.00000 80.00| SIGNAL CABLE, 3C 8GA. | | | 0079 805-78470 826.000 m | 0.70000 578.20| 0.45000 371.70| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0080 805-78485 97.000 m | 2.00000 194.00| 3.50000 339.50| SIGNAL CABLE, 5C 14GA. | | | 0081 805-78490 169.000 m | 2.00000 338.00| 4.00000 676.00| SIGNAL CABLE, 7C 14GA. | | | 0082 805-78510 990.000 m | 2.70000 2673.00| 3.00000 2970.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0083 805-78785 8.000 EACH| 475.00000 3800.00| 490.00000 3920.00| SIGNAL DETECTOR HOUSING | | | 0084 805-78795 267.000 m | 24.00000 6408.00| 24.25000 6474.75| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0085 805-78925 1.000 EACH| 575.00000 575.00| 645.00000 645.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0086 805-81032 4.000 EACH| 2300.00000 9200.00| 2525.00000 10100.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0087 805-92504 7.000 EACH| 190.00000 1330.00| 225.00000 1575.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0088 805-92951 1.000 EACH| 150.00000 150.00| 380.00000 380.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0089 808-04298 2.000 EACH| 300.00000 600.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0090 808-05929 92.000 m | 3.50000 322.00| 3.50000 322.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0091 808-06701 2076.000 m | 0.75000 1557.00| 0.75000 1557.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0092 808-06703 9657.000 m | 0.75000 7242.75| 0.75000 7242.75| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-74815 18.000 m | 5.00000 90.00| 5.00000 90.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0094 808-75240 1292.000 m | 0.75000 969.00| 0.75000 969.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0095 808-75245 7403.000 m | 0.75000 5552.25| 0.75000 5552.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 271 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,764,600.25 ROUTE : 35 CALL ORDER : 271 CONTRACT ID : RS-25208-A COUNTIES : GRANT LETTING DATE : 04/24/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75256 74.000 m | 3.50000 259.00| 3.50000 259.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0097 808-75274 123.000 m | 3.50000 430.50| 3.50000 430.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0098 808-75297 159.000 m | 10.00000 1590.00| 10.00000 1590.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0099 808-75320 28.000 EACH| 42.00000 1176.00| 42.00000 1176.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 15.000 EACH| 60.00000 900.00| 60.00000 900.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75996 150.000 EACH| 3.00000 450.00| 7.42000 1113.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0102 808-75998 150.000 EACH| 21.25000 3187.50| 21.25000 3187.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 611-02375 73.100 m2 | 47.84000 3497.10| 69.90000 5109.69| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 175 mm | | | 0104 621-06545 2.780 Mg | 642.00000 1784.76| 642.00000 1784.76| FERTILIZER | | | 0105 621-06565 13.900 Mg | 494.00000 6866.60| 494.00000 6866.60| MULCHING MATERIAL | | | 0106 714-04875 22.650 m | 1312.34000 29724.50| 2101.83000 47606.45| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200mm x 2400mm | | | 0107 715-03476 2.000 EACH| 450.00000 900.00| 1000.00000 2000.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0108 715-05756 22.000 m | 80.88000 1779.36| 150.00000 3300.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | SECTION TOTALS | $ 2,270,360.50| $ 2,689,568.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,270,360.50| $ 2,689,568.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,012,611.96 ROUTE : 61 CALL ORDER : 275 CONTRACT ID : RS-25376-B COUNTIES : WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0511005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 959,852.71 100.0000% 2 35-1878024 RAGLE, INC. $ 1,048,871.90 109.2742% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1878024 | |TD & O LLC |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING | | | 0001 105-06790 9.000 MOS | 1250.00000 11250.00| 1000.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46493.21000 46493.21| 52500.00000 52500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 3000.000 m2 | 1.75000 5250.00| 3.50000 10500.00| SURFACE MILLING, ASPHALT | | | 0005 202-60822 1230.000 m2 | 1.75000 2152.50| 3.50000 4305.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 305-01272 70.000 m | 10.00000 700.00| 13.12000 918.40| ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0007 305-93341 14900.000 m | 5.50000 81950.00| 5.18000 77182.00| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0008 305-93342 8550.000 m | 5.50000 47025.00| 5.18000 44289.00| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0009 402-05495 400.000 Mg | 65.00000 26000.00| 61.20000 24480.00| HMA WEDGE AND LEVEL | | | 0010 406-05521 4250.000 m2 | 0.10000 425.00| 0.05000 212.50| ASPHALT FOR TACK COAT | | | 0011 501-05310 22.000 m | 200.00000 4400.00| 300.00000 6600.00| TERMINAL JOINT | | | 0012 506-06333 6420.000 m2 | 104.00000 667680.00| 118.50000 760770.00| PCCP PATCHING, FULL DEPTH | | | 0013 506-06334 40.000 m2 | 55.00000 2200.00| 100.00000 4000.00| PCCP PATCHING, PARTIAL DEPTH | | | 0014 801-06640 36.000 EACH| 82.50000 2970.00| 75.00000 2700.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 275 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,012,611.96 ROUTE : 61 CALL ORDER : 275 CONTRACT ID : RS-25376-B COUNTIES : WARRICK LETTING DATE : 04/24/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1878024 | |TD & O LLC |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06643 1000.000 m | 1.00000 1000.00| 3.50000 3500.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0016 801-06775 LUMP| 48000.00000 48000.00| 39500.00000 39500.00| MAINTAINING TRAFFIC | | | 0017 808-04298 2.000 EACH| 352.00000 704.00| 320.00000 640.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0018 808-75996 100.000 EACH| 25.00000 2500.00| 5.00000 500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 100.000 EACH| 41.53000 4153.00| 37.75000 3775.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 959,852.71| $ 1,048,871.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 959,852.71| $ 1,048,871.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 277 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 25, 17 CALL ORDER : 277 CONTRACT ID : RS-25439-B COUNTIES : CASS LETTING DATE : 04/24/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 668,345.81 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,133.79 ROUTE : 234 CALL ORDER : 281 CONTRACT ID : RS-25473-A COUNTIES : HENRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 446,633.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 454,653.95 101.7956% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 525,156.13 117.5809% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1900.00000 5700.00| 1700.00000 5100.00| 2000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 9500.00000 9500.00| 9700.00000 9700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 22500.00000 22500.00| 26200.00000 26200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 86870.000 m2 | 0.73000 63415.10| 0.63000 54728.10| 0.90000 78183.00 SURFACE MILLING, ASPHALT | | | 0005 305-05204 205.000 Mg | 115.00000 23575.00| 109.00000 22345.00| 105.00000 21525.00 HMA FOR PATCHING | | | 0006 401-05457 7580.000 Mg | 36.00000 272880.00| 37.05000 280839.00| 40.00000 303200.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 22.000 Mg | 175.00000 3850.00| 195.00000 4290.00| 190.00000 4180.00 ASPHALT FOR TACK COAT | | | 0008 610-05527 240.000 Mg | 75.00000 18000.00| 79.00000 18960.00| 80.00000 19200.00 HMA FOR APPROACHES | | | 0009 615-06336 15.000 EACH| 410.00000 6150.00| 200.00000 3000.00| 260.00000 3900.00 MONUMENT , REMOVE AND RESET | | | 0010 801-06203 1350.000 m | 0.28000 378.00| 1.50000 2025.00| 1.00000 1350.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 1350.000 m | 3.39000 4576.50| 3.85000 5197.50| 2.75000 3712.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 34.000 EACH| 75.00000 2550.00| 51.00000 1734.00| 65.00000 2210.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 12000.00000 12000.00| 18365.00000 18365.00| 38600.00000 38600.00 MAINTAINING TRAFFIC | | | 0014 808-06712 2795.000 m | 0.17000 475.15| 0.15000 419.25| 0.17000 475.15 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 507,133.79 ROUTE : 234 CALL ORDER : 281 CONTRACT ID : RS-25473-A COUNTIES : HENRY LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 26264.000 m | 0.15000 3939.60| 0.15000 3939.60| 0.17000 4464.88 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 8740.000 m | 0.15000 1311.00| 0.15000 1311.00| 0.17000 1485.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75297 6.800 m | 10.50000 71.40| 30.00000 204.00| 40.00000 272.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0018 808-75300 26.200 m | 10.00000 262.00| 7.50000 196.50| 19.00000 497.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 446,633.75| $ 454,653.95| $ 525,156.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,633.75| $ 454,653.95| $ 525,156.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 283 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,030,671.16 ROUTE : 22 CALL ORDER : 283 CONTRACT ID : RS-25474-A COUNTIES : HOWARD LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 913,984.46 100.0000% ==================================================================================================================================== |(1) 35-0524595 | | |MOHR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 2000.00000 6000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 179420.000 m2 | 0.26000 46649.20| | SURFACE MILLING, ASPHALT , 38 mm | | | 0005 305-05204 460.000 Mg | 140.00000 64400.00| | HMA FOR PATCHING | | | 0006 401-05457 13354.000 Mg | 39.85000 532156.90| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 402-05492 2200.000 Mg | 39.85000 87670.00| | HMA SURFACE 12.5 mm, SHOULDER | | | 0008 406-05520 45.000 Mg | 500.00000 22500.00| | ASPHALT FOR TACK COAT | | | 0009 610-05527 594.000 Mg | 68.50000 40689.00| | HMA FOR APPROACHES | | | 0010 615-06525 38.000 EACH| 200.00000 7600.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 801-06203 1852.000 m | 0.73000 1351.96| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 1852.000 m | 3.00000 5556.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 53.000 EACH| 73.15000 3876.95| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 31170.00000 31170.00| | MAINTAINING TRAFFIC | | | 0015 805-78470 60.000 m | 1.35000 81.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 283 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,030,671.16 ROUTE : 22 CALL ORDER : 283 CONTRACT ID : RS-25474-A COUNTIES : HOWARD LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 | | |MOHR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-78795 15.000 m | 50.65000 759.75| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-06712 3762.000 m | 0.15000 564.30| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 39421.000 m | 0.15000 5913.15| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 10583.000 m | 0.15000 1587.45| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 37.000 m | 12.40000 458.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 913,984.46| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 913,984.46| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 285 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,495,973.41 ROUTE : 31 CALL ORDER : 285 CONTRACT ID : RS-25475-A COUNTIES : HAMILTON TIPTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1534020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,115,042.97 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,189,144.65 106.6456% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,228,648.27 110.1884% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,236,994.00 110.9368% 5 35-1151771 CALUMET ASPHALT PAVING CO $ 1,465,580.00 131.4370% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-01925 9.000 MOS | 2163.00000 19467.00| 1533.00000 13797.00| 1800.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5439.72000 5439.72| 9076.89000 9076.89| 10200.00000 10200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36383.00000 36383.00| 2448.88000 2448.88| 18142.01000 18142.01 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 250660.000 m2 | 0.23000 57651.80| 0.67000 167942.20| 0.17000 42612.20 SURFACE MILLING, ASPHALT | | | 0005 305-05204 669.300 Mg | 80.00000 53544.00| 92.02000 61588.99| 114.00000 76300.20 HMA FOR PATCHING | | | 0006 401-05457 22559.400 Mg | 36.32000 819357.41| 34.76000 784164.74| 41.55000 937343.07 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 62.700 Mg | 200.00000 12540.00| 209.93000 13162.61| 200.00000 12540.00 ASPHALT FOR TACK COAT | | | 0008 801-06203 3387.000 m | 0.01000 33.87| 0.01000 33.87| 0.01000 33.87 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0009 801-06207 3387.000 m | 2.45000 8298.15| 0.80000 2709.60| 3.40000 11515.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0010 801-06640 68.000 EACH| 69.00000 4692.00| 69.41000 4719.88| 68.00000 4624.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 10500.00000 10500.00| 36653.49000 36653.49| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0012 801-97643 532.800 m | 9.00000 4795.20| 9.61000 5120.21| 9.50000 5061.60 TEMPORARY BUZZ STRIPS | | | 0013 808-06701 8468.000 m | 0.63000 5334.84| 0.67000 5673.56| 0.67000 5673.56 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 285 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,495,973.41 ROUTE : 31 CALL ORDER : 285 CONTRACT ID : RS-25475-A COUNTIES : HAMILTON TIPTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06703 33873.000 m | 0.63000 21339.99| 0.67000 22694.91| 0.66000 22356.18 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0015 808-75245 33873.000 m | 0.63000 21339.99| 0.67000 22694.91| 0.66000 22356.18 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0016 808-75297 29.600 m | 15.00000 444.00| 16.02000 474.19| 16.00000 473.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0017 808-75340 2.000 EACH| 350.00000 700.00| 373.76000 747.52| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0018 808-75996 1412.000 EACH| 4.50000 6354.00| 4.81000 6791.72| 3.00000 4236.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 1412.000 EACH| 19.00000 26828.00| 20.29000 28649.48| 20.00000 28240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,115,042.97| $ 1,189,144.65| $ 1,228,648.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,115,042.97| $ 1,189,144.65| $ 1,228,648.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 285 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,495,973.41 ROUTE : 31 CALL ORDER : 285 CONTRACT ID : RS-25475-A COUNTIES : HAMILTON TIPTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1151771 | |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-01925 9.000 MOS | 1600.00000 14400.00| 1848.45000 16636.05| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9499.50000 9499.50| 10143.65000 10143.65| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18925.00000 18925.00| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 250660.000 m2 | 0.40000 100264.00| 0.68000 170448.80| SURFACE MILLING, ASPHALT | | | 0005 305-05204 669.300 Mg | 95.00000 63583.50| 127.83000 85556.62| HMA FOR PATCHING | | | 0006 401-05457 22559.400 Mg | 40.00000 902376.00| 42.67000 962609.60| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0007 406-05520 62.700 Mg | 180.00000 11286.00| 207.46000 13007.74| ASPHALT FOR TACK COAT | | | 0008 801-06203 3387.000 m | 0.40000 1354.80| 0.01000 33.87| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0009 801-06207 3387.000 m | 2.70000 9144.90| 3.42000 11583.54| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0010 801-06640 68.000 EACH| 69.00000 4692.00| 67.28000 4575.04| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 11000.00000 11000.00| 28942.04000 28942.04| MAINTAINING TRAFFIC | | | 0012 801-97643 532.800 m | 9.50000 5061.60| 9.32000 4965.70| TEMPORARY BUZZ STRIPS | | | 0013 808-06701 8468.000 m | 0.65000 5504.20| 0.65000 5504.20| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0014 808-06703 33873.000 m | 0.65000 22017.45| 0.65000 22017.45| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0015 808-75245 33873.000 m | 0.65000 22017.45| 0.65000 22017.45| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0016 808-75297 29.600 m | 16.00000 473.60| 15.53000 459.69| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0017 808-75340 2.000 EACH| 400.00000 800.00| 362.30000 724.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/01 PAGE : 285 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,495,973.41 ROUTE : 31 CALL ORDER : 285 CONTRACT ID : RS-25475-A COUNTIES : HAMILTON TIPTON LETTING DATE : 04/24/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1151771 | |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 808-75996 1412.000 EACH| 4.50000 6354.00| 4.66000 6579.92| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 1412.000 EACH| 20.00000 28240.00| 19.67000 27774.04| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,236,994.00| $ 1,465,580.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,236,994.00| $ 1,465,580.00| ====================================================================================================================================