INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2632012 2632009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,878,525.79 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 3,075,488.45 106.8424% 3 35-1609544 SCHUTT-LOOKABILL CO $ 3,155,678.85 109.6282% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,156,250.29 109.6481% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 3,254,246.15 113.0525% 6 31-0817881 BAKER CONCRETE CONSTRUCTION $ 3,628,188.53 126.0432% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 16.000 MOS | 1700.00000 27200.00| 1250.00000 20000.00| 1200.00000 19200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 140000.00000 140000.00| 153775.00000 153775.00| 156700.00000 156700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 583.000 m2 | 11.00000 6413.00| 30.00000 17490.00| 16.00000 9328.00 PAVEMENT, REMOVE | | | 0005 202-02241 997.000 m | 4.00000 3988.00| 3.80000 3788.60| 7.50000 7477.50 GUARDRAIL, REMOVE | | | 0006 202-02277 14.000 m | 47.00000 658.00| 25.00000 350.00| 30.00000 420.00 GUTTER, LIP, REMOVE | | | 0007 202-02278 360.000 m | 9.50000 3420.00| 20.00000 7200.00| 6.56000 2361.60 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 90000.00000 90000.00| 125000.00000 125000.00| 98377.00000 98377.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 83000.00000 83000.00| 159620.00000 159620.00| 121200.00000 121200.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-90413 170.000 m2 | 8.00000 1360.00| 23.00000 3910.00| 28.92000 4916.40 SLOPEWALL, CONCRETE, 100 MM, REMOVE | | | 0012 203-02070 800.000 m3 | 18.00000 14400.00| 23.00000 18400.00| 20.00000 16000.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02080 0.678 km | 6300.00000 4271.40| 21500.00000 14577.00| 19684.00000 13345.75 LINEAR GRADING | | | 0014 206-51230 275.000 m3 | 17.00000 4675.00| 50.00000 13750.00| 69.42000 19090.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 19.000 m3 | 53.00000 1007.00| 50.00000 950.00| 25.00000 475.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 78.000 m3 | 73.00000 5694.00| 65.00000 5070.00| 40.00000 3120.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 5.000 m3 | 135.00000 675.00| 200.00000 1000.00| 150.00000 750.00 FLOWABLE MORTAR | | | 0018 303-60900 262.000 Mg | 20.00000 5240.00| 30.00000 7860.00| 26.00000 6812.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0019 406-05521 7857.000 m2 | 0.07000 549.99| 0.07000 549.99| 0.08000 628.56 ASPHALT FOR TACK COAT | | | 0020 601-01522 8.000 EACH| 1230.00000 9840.00| 1170.52000 9364.16| 1380.00000 11040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-04746 1.000 EACH| 8500.00000 8500.00| 8100.00000 8100.00| 7245.00000 7245.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-05999 3.000 EACH| 37.00000 111.00| 35.00000 105.00| 46.00000 138.00 CURVED TERMINAL END | | | 0023 601-94689 6.000 EACH| 3350.00000 20100.00| 3200.00000 19200.00| 3680.00000 22080.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 2350.00000 2350.00| 2220.00000 2220.00| 2530.00000 2530.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 968.000 m | 33.25000 32186.00| 31.75000 30734.00| 37.38000 36183.84 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99123 5.000 EACH| 2050.00000 10250.00| 1980.00000 9900.00| 2185.00000 10925.00 GUARDRAIL TRANSITION, GP | | | 0027 601-99132 2.000 EACH| 62.90000 125.80| 60.00000 120.00| 115.00000 230.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0028 602-06639 1029.000 m | 70.00000 72030.00| 50.00000 51450.00| 89.07000 91653.03 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06646 79.300 m | 68.00000 5392.40| 47.00000 3727.10| 92.21000 7312.25 TEMPORARY CONCRETE BARRIER | | | 0030 602-06729 54.000 EACH| 8.80000 475.20| 8.35000 450.90| 8.00000 432.00 BARRIER DELINEATOR | | | 0031 610-05527 191.000 Mg | 118.00000 22538.00| 120.00000 22920.00| 135.70000 25918.70 HMA FOR APPROACHES | | | 0032 610-06257 721.000 m2 | 55.00000 39655.00| 60.00000 43260.00| 65.00000 46865.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-02320 400.000 m2 | 2.50000 1000.00| 2.50000 1000.00| 2.00000 800.00 GEOTEXTILES | | | 0034 616-06405 91.000 Mg | 24.00000 2184.00| 36.00000 3276.00| 40.00000 3640.00 RIPRAP, REVETMENT | | | 0035 616-51367 584.000 m2 | 60.00000 35040.00| 70.00000 40880.00| 56.28000 32867.52 SLOPEWALL, CONCRETE, 100 mm | | | 0036 621-01004 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 610.00000 2440.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 6400.000 m2 | 0.70000 4480.00| 0.70000 4480.00| 0.75000 4800.00 MULCHED SEEDING, R | | | 0038 701-03808 122.700 m | 100.00000 12270.00| 150.00000 18405.00| 98.42000 12076.13 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0039 702-03607 5.000 EACH| 145.00000 725.00| 75.00000 375.00| 50.00000 250.00 CORED HOLE IN CONCRETE | | | 0040 702-51005 236.700 m3 | 850.00000 201195.00| 875.00000 207112.50| 574.51000 135986.52 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 19.900 m3 | 400.00000 7960.00| 425.00000 8457.50| 439.30000 8742.07 CONCRETE, B, FOOTINGS | | | 0042 702-51863 833.000 EACH| 7.00000 5831.00| 8.50000 7080.50| 6.00000 4998.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 25784.000 kg | 1.10000 28362.40| 1.10000 28362.40| 1.21000 31198.64 REINFORCING STEEL | | | 0044 703-51032 132389.000 kg | 1.20000 158866.80| 1.25000 165486.25| 1.36000 180049.04 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 2318.000 EACH| 13.00000 30134.00| 8.50000 19703.00| 7.03000 16295.54 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 612.200 m3 | 551.00000 337322.20| 500.00000 306100.00| 522.36000 319788.79 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 8.000 EACH| 1300.00000 10400.00| 1375.00000 11000.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 75.600 m3 | 650.00000 49140.00| 600.00000 45360.00| 553.00000 41806.80 CONCRETE, C, RAILING | | | 0049 708-51806 10.000 m2 | 525.00000 5250.00| 600.00000 6000.00| 323.00000 3230.00 REPOINTING MASONRY | | | 0050 709-04647 LUMP| 40000.00000 40000.00| 36000.00000 36000.00| 61208.00000 61208.00 FIBER WRAP CONCRETE CASING SYSTEM , STR | | | NO 2 | | | 0051 709-51821 LUMP| 8000.00000 8000.00| 11250.00000 11250.00| 9000.00000 9000.00 SURFACE SEAL , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 6200.00000 6200.00| 7000.00000 7000.00| 6800.00000 6800.00 SURFACE SEAL , STR NO 2 | | | 0053 711-51038 LUMP| 75000.00000 75000.00| 76000.00000 76000.00| 82416.00000 82416.00 STRUCTURAL STEEL , STR NO 1 | | | 0054 711-51038 LUMP| 140000.00000 140000.00| 170000.00000 170000.00| 155467.00000 155467.00 STRUCTURAL STEEL , STR NO 2 | | | 0055 711-51038 LUMP| 160.00000 160.00| 10500.00000 10500.00| 250.00000 250.00 STRUCTURAL STEEL REPAIR, STR NO 1 | | | 0056 711-51038 LUMP| 160.00000 160.00| 10500.00000 10500.00| 250.00000 250.00 STRUCTURAL STEEL REPAIR, STR NO 2 | | | 0057 711-51877 LUMP| 17000.00000 17000.00| 18350.00000 18350.00| 11517.00000 11517.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0058 711-51877 LUMP| 24000.00000 24000.00| 35000.00000 35000.00| 26122.00000 26122.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0059 711-96434 172.000 EACH| 1.00000 172.00| 25.00000 4300.00| 15.00000 2580.00 THREADED STUD WITH NUT | | | 0060 715-05407 46.000 m | 16.00000 736.00| 11.00000 506.00| 20.00000 920.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 720-04682 5.000 EACH| 350.00000 1750.00| 550.00000 2750.00| 150.00000 750.00 INLET , FILL AND ABANDON | | | 0062 726-92406 36.000 EACH| 425.00000 15300.00| 550.00000 19800.00| 380.77000 13707.72 BEARING ASSEMBLY, ELASTOMERIC | | | 0063 728-98377 LUMP| 7100.00000 7100.00| 11500.00000 11500.00| 7800.00000 7800.00 MASONRY COATING , STR NO 1 | | | 0064 728-98377 LUMP| 3200.00000 3200.00| 5500.00000 5500.00| 3600.00000 3600.00 MASONRY COATING , STR NO 2 | | | 0065 801-06203 1314.000 m | 1.04000 1366.56| 0.90000 1182.60| 0.92000 1208.88 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 3134.000 m | 4.70000 14729.80| 3.25000 10185.50| 3.39000 10624.26 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 1.000 EACH| 155.00000 155.00| 200.00000 200.00| 201.00000 201.00 BARRICADE, IIIA | | | 0068 801-06640 78.000 EACH| 95.00000 7410.00| 100.00000 7800.00| 109.00000 8502.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 12.000 EACH| 37.00000 444.00| 40.00000 480.00| 40.00000 480.00 CONSTRUCTION SIGN, B | | | 0070 801-06710 420.000 DAY | 18.50000 7770.00| 20.00000 8400.00| 15.00000 6300.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 88785.00000 88785.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-02293 12.400 m3 | 440.00000 5456.00| 450.00000 5580.00| 483.00000 5989.20 CONCRETE, SIGN FOUNDATION | | | 0073 802-76035 0.460 m2 | 160.00000 73.60| 175.00000 80.50| 178.25000 82.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0074 802-76055 8.500 m | 20.50000 174.25| 22.50000 191.25| 22.77000 193.55 SIGN POST, A | | | 0075 802-96800 12171.000 EACH| 1.80000 21907.80| 2.00000 24342.00| 2.04000 24828.84 SHEAR STUD CONNECTOR | | | 0076 803-02310 1078.000 kg | 2.20000 2371.60| 2.50000 2695.00| 2.42000 2608.76 REINFORCING STEEL, SIGN FOUNDATION | | | 0077 803-91441 8.000 EACH| 230.00000 1840.00| 250.00000 2000.00| 253.00000 2024.00 SIGN STRUCTURE ANCHOR BOLT | | | 0078 803-94494 2.000 EACH| 1800.00000 3600.00| 2000.00000 4000.00| 2013.00000 4026.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0079 808-06711 1667.000 m | 0.28000 466.76| 0.20000 333.40| 0.21000 350.07 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0080 808-06713 17152.000 m | 0.20000 3430.40| 0.20000 3430.40| 0.21000 3601.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 8461.000 m | 0.20000 1692.20| 0.20000 1692.20| 0.21000 1776.81 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-06716 561.000 m | 1.60000 897.60| 1.70000 953.70| 1.73000 970.53 LINE, REMOVE | | | 0083 808-75998 38.000 EACH| 29.00000 1102.00| 44.00000 1672.00| 45.00000 1710.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 202-60820 20158.000 m2 | 1.50000 30237.00| 0.75000 15118.50| 1.73000 34873.34 SURFACE MILLING, ASPHALT , 1" | | | 0085 202-60820 30247.000 m2 | 1.10000 33271.70| 0.90000 27222.30| 1.73000 52327.31 SURFACE MILLING, ASPHALT , 2" | | | 0086 401-05456 4438.000 Mg | 57.00000 252966.00| 58.00000 257404.00| 65.55000 290910.90 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0087 401-05455 8532.000 Mg | 39.75000 339147.00| 40.50000 345546.00| 45.71000 389997.72 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0088 401-05464 500.000 Mg | 59.75000 29875.00| 62.00000 31000.00| 87.11000 43555.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0089 401-05463 2000.000 Mg | 39.75000 79500.00| 40.50000 81000.00| 45.71000 91420.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0090 305-05204 1300.000 Mg | 81.50000 105950.00| 83.50000 108550.00| 93.73000 121849.00 HMA FOR PATCHING | | | 0091 808-06712 636.000 m | 0.28000 178.08| 0.20000 127.20| 0.21000 133.56 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 808-75008 500.000 m | 0.43000 215.00| 0.40000 200.00| 0.42000 210.00 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0093 808-06694 65.000 m | 0.85000 55.25| 0.40000 26.00| 0.42000 27.30 LINE, PAINT, SOLID, YELLOW, 200 mm | | | SECTION TOTALS | $ 2,878,525.79| $ 3,075,488.45| $ 3,155,678.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,878,525.79| $ 3,075,488.45| $ 3,155,678.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1364963 |(6) 31-0817881 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|BAKER CONCRETE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 16.000 MOS | 1600.00000 25600.00| 1250.00000 20000.00| 1400.00000 22400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 157500.00000 157500.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 583.000 m2 | 22.00000 12826.00| 24.00000 13992.00| 24.00000 13992.00 PAVEMENT, REMOVE | | | 0005 202-02241 997.000 m | 3.80000 3788.60| 4.50000 4486.50| 8.00000 7976.00 GUARDRAIL, REMOVE | | | 0006 202-02277 14.000 m | 22.00000 308.00| 20.00000 280.00| 60.00000 840.00 GUTTER, LIP, REMOVE | | | 0007 202-02278 360.000 m | 20.00000 7200.00| 10.00000 3600.00| 35.00000 12600.00 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 85000.00000 85000.00| 210000.00000 210000.00| 130000.00000 130000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 95000.00000 95000.00| 210000.00000 210000.00| 120000.00000 120000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-90413 170.000 m2 | 70.00000 11900.00| 16.00000 2720.00| 20.00000 3400.00 SLOPEWALL, CONCRETE, 100 MM, REMOVE | | | 0012 203-02070 800.000 m3 | 19.00000 15200.00| 15.00000 12000.00| 27.00000 21600.00 BORROW | | | 0013 203-02080 0.678 km | 14000.00000 9492.00| 10000.00000 6780.00| 8500.00000 5763.00 LINEAR GRADING | | | 0014 206-51230 275.000 m3 | 45.00000 12375.00| 27.50000 7562.50| 25.00000 6875.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 19.000 m3 | 45.00000 855.00| 30.00000 570.00| 47.00000 893.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 78.000 m3 | 45.00000 3510.00| 34.00000 2652.00| 58.00000 4524.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 5.000 m3 | 200.00000 1000.00| 100.00000 500.00| 100.00000 500.00 FLOWABLE MORTAR | | | 0018 303-60900 262.000 Mg | 25.00000 6550.00| 21.50000 5633.00| 29.00000 7598.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0019 406-05521 7857.000 m2 | 0.07000 549.99| 0.10000 785.70| 0.10000 785.70 ASPHALT FOR TACK COAT | | | 0020 601-01522 8.000 EACH| 1170.52000 9364.16| 1250.00000 10000.00| 1296.00000 10368.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1364963 |(6) 31-0817881 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|BAKER CONCRETE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-04746 1.000 EACH| 8100.00000 8100.00| 7500.00000 7500.00| 6804.00000 6804.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-05999 3.000 EACH| 35.00000 105.00| 40.00000 120.00| 43.00000 129.00 CURVED TERMINAL END | | | 0023 601-94689 6.000 EACH| 3200.00000 19200.00| 3400.00000 20400.00| 3450.00000 20700.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 2220.00000 2220.00| 2250.00000 2250.00| 2375.00000 2375.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 968.000 m | 31.75000 30734.00| 35.00000 33880.00| 35.00000 33880.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99123 5.000 EACH| 1980.00000 9900.00| 2050.00000 10250.00| 2050.00000 10250.00 GUARDRAIL TRANSITION, GP | | | 0027 601-99132 2.000 EACH| 60.00000 120.00| 75.00000 150.00| 108.00000 216.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0028 602-06639 1029.000 m | 100.00000 102900.00| 60.00000 61740.00| 129.00000 132741.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06646 79.300 m | 95.00000 7533.50| 57.50000 4559.75| 87.00000 6899.10 TEMPORARY CONCRETE BARRIER | | | 0030 602-06729 54.000 EACH| 8.35000 450.90| 8.00000 432.00| 18.00000 972.00 BARRIER DELINEATOR | | | 0031 610-05527 191.000 Mg | 118.00000 22538.00| 125.00000 23875.00| 128.00000 24448.00 HMA FOR APPROACHES | | | 0032 610-06257 721.000 m2 | 70.00000 50470.00| 56.50000 40736.50| 125.00000 90125.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 616-02320 400.000 m2 | 3.00000 1200.00| 3.00000 1200.00| 4.00000 1600.00 GEOTEXTILES | | | 0034 616-06405 91.000 Mg | 30.00000 2730.00| 24.00000 2184.00| 86.00000 7826.00 RIPRAP, REVETMENT | | | 0035 616-51367 584.000 m2 | 70.00000 40880.00| 30.00000 17520.00| 40.00000 23360.00 SLOPEWALL, CONCRETE, 100 mm | | | 0036 621-01004 4.000 EACH| 530.00000 2120.00| 650.00000 2600.00| 575.00000 2300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 6400.000 m2 | 0.65000 4160.00| 0.80000 5120.00| 0.70000 4480.00 MULCHED SEEDING, R | | | 0038 701-03808 122.700 m | 120.00000 14724.00| 140.00000 17178.00| 275.00000 33742.50 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1364963 |(6) 31-0817881 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|BAKER CONCRETE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-03607 5.000 EACH| 100.00000 500.00| 200.00000 1000.00| 162.00000 810.00 CORED HOLE IN CONCRETE | | | 0040 702-51005 236.700 m3 | 650.00000 153855.00| 475.00000 112432.50| 850.00000 201195.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 19.900 m3 | 650.00000 12935.00| 425.00000 8457.50| 750.00000 14925.00 CONCRETE, B, FOOTINGS | | | 0042 702-51863 833.000 EACH| 9.00000 7497.00| 12.00000 9996.00| 9.00000 7497.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 25784.000 kg | 1.40000 36097.60| 1.30000 33519.20| 1.60000 41254.40 REINFORCING STEEL | | | 0044 703-51032 132389.000 kg | 1.50000 198583.50| 1.40000 185344.60| 1.70000 225061.30 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 2318.000 EACH| 11.00000 25498.00| 12.00000 27816.00| 12.00000 27816.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 612.200 m3 | 650.00000 397930.00| 480.00000 293856.00| 700.00000 428540.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 8.000 EACH| 1250.00000 10000.00| 1150.00000 9200.00| 3100.00000 24800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 75.600 m3 | 650.00000 49140.00| 495.00000 37422.00| 2400.00000 181440.00 CONCRETE, C, RAILING | | | 0049 708-51806 10.000 m2 | 900.00000 9000.00| 500.00000 5000.00| 600.00000 6000.00 REPOINTING MASONRY | | | 0050 709-04647 LUMP| 30000.00000 30000.00| 27500.00000 27500.00| 28000.00000 28000.00 FIBER WRAP CONCRETE CASING SYSTEM , STR | | | NO 2 | | | 0051 709-51821 LUMP| 9760.00000 9760.00| 8000.00000 8000.00| 11500.00000 11500.00 SURFACE SEAL , STR NO 1 | | | 0052 709-51821 LUMP| 5940.00000 5940.00| 6000.00000 6000.00| 7200.00000 7200.00 SURFACE SEAL , STR NO 2 | | | 0053 711-51038 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 70000.00000 70000.00 STRUCTURAL STEEL , STR NO 1 | | | 0054 711-51038 LUMP| 200000.00000 200000.00| 220000.00000 220000.00| 175000.00000 175000.00 STRUCTURAL STEEL , STR NO 2 | | | 0055 711-51038 LUMP| 400.00000 400.00| 25000.00000 25000.00| 5000.00000 5000.00 STRUCTURAL STEEL REPAIR, STR NO 1 | | | 0056 711-51038 LUMP| 500.00000 500.00| 25000.00000 25000.00| 5000.00000 5000.00 STRUCTURAL STEEL REPAIR, STR NO 2 | | | 0057 711-51877 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0058 711-51877 LUMP| 60000.00000 60000.00| 30000.00000 30000.00| 30000.00000 30000.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1364963 |(6) 31-0817881 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|BAKER CONCRETE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 711-96434 172.000 EACH| 18.00000 3096.00| 24.00000 4128.00| 1.75000 301.00 THREADED STUD WITH NUT | | | 0060 715-05407 46.000 m | 45.00000 2070.00| 6.50000 299.00| 50.00000 2300.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 720-04682 5.000 EACH| 500.00000 2500.00| 240.00000 1200.00| 600.00000 3000.00 INLET , FILL AND ABANDON | | | 0062 726-92406 36.000 EACH| 650.00000 23400.00| 600.00000 21600.00| 750.00000 27000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0063 728-98377 LUMP| 10530.00000 10530.00| 7000.00000 7000.00| 11300.00000 11300.00 MASONRY COATING , STR NO 1 | | | 0064 728-98377 LUMP| 4800.00000 4800.00| 3500.00000 3500.00| 5100.00000 5100.00 MASONRY COATING , STR NO 2 | | | 0065 801-06203 1314.000 m | 0.80000 1051.20| 1.60000 2102.40| 0.36000 473.04 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 3134.000 m | 2.95000 9245.30| 3.00000 9402.00| 3.24000 10154.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 1.000 EACH| 175.00000 175.00| 200.00000 200.00| 162.00000 162.00 BARRICADE, IIIA | | | 0068 801-06640 78.000 EACH| 95.00000 7410.00| 120.00000 9360.00| 108.00000 8424.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 12.000 EACH| 35.00000 420.00| 35.00000 420.00| 38.00000 456.00 CONSTRUCTION SIGN, B | | | 0070 801-06710 420.000 DAY | 15.00000 6300.00| 18.00000 7560.00| 18.00000 7560.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 54000.00000 54000.00| 100000.00000 100000.00| 86000.00000 86000.00 MAINTAINING TRAFFIC | | | 0072 802-02293 12.400 m3 | 420.00000 5208.00| 750.00000 9300.00| 315.00000 3906.00 CONCRETE, SIGN FOUNDATION | | | 0073 802-76035 0.460 m2 | 154.98000 71.29| 200.00000 92.00| 180.00000 82.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0074 802-76055 8.500 m | 19.80000 168.30| 40.00000 340.00| 16.00000 136.00 SIGN POST, A | | | 0075 802-96800 12171.000 EACH| 1.77000 21542.67| 1.80000 21907.80| 4.00000 48684.00 SHEAR STUD CONNECTOR | | | 0076 803-02310 1078.000 kg | 2.10000 2263.80| 1.20000 1293.60| 1.76000 1897.28 REINFORCING STEEL, SIGN FOUNDATION | | | 0077 803-91441 8.000 EACH| 220.00000 1760.00| 180.00000 1440.00| 27.00000 216.00 SIGN STRUCTURE ANCHOR BOLT | | | 0078 803-94494 2.000 EACH| 1750.00000 3500.00| 4750.00000 9500.00| 5400.00000 10800.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,755,405.49 ROUTE : US 35 CALL ORDER : 230 CONTRACT ID : B -23657-A COUNTIES : WAYNE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1364963 |(6) 31-0817881 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|BAKER CONCRETE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-06711 1667.000 m | 0.18000 300.06| 0.22000 366.74| 0.32000 533.44 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0080 808-06713 17152.000 m | 0.18000 3087.36| 0.22000 3773.44| 0.28000 4802.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 8461.000 m | 0.18000 1522.98| 0.22000 1861.42| 0.28000 2369.08 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-06716 561.000 m | 1.50000 841.50| 1.80000 1009.80| 1.60000 897.60 LINE, REMOVE | | | 0083 808-75998 38.000 EACH| 39.00000 1482.00| 40.00000 1520.00| 30.00000 1140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 202-60820 20158.000 m2 | 1.50000 30237.00| 1.60000 32252.80| 1.60000 32252.80 SURFACE MILLING, ASPHALT , 1" | | | 0085 202-60820 30247.000 m2 | 1.10000 33271.70| 1.20000 36296.40| 1.20000 36296.40 SURFACE MILLING, ASPHALT , 2" | | | 0086 401-05456 4438.000 Mg | 57.00000 252966.00| 58.50000 259623.00| 61.50000 272937.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0087 401-05455 8532.000 Mg | 39.75000 339147.00| 41.00000 349812.00| 43.00000 366876.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0088 401-05464 500.000 Mg | 59.75000 29875.00| 61.00000 30500.00| 64.50000 32250.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0089 401-05463 2000.000 Mg | 39.75000 79500.00| 41.00000 82000.00| 43.00000 86000.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0090 305-05204 1300.000 Mg | 81.50000 105950.00| 83.00000 107900.00| 88.00000 114400.00 HMA FOR PATCHING | | | 0091 808-06712 636.000 m | 0.18000 114.48| 0.25000 159.00| 0.32000 203.52 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0092 808-75008 500.000 m | 0.36000 180.00| 0.40000 200.00| 0.49000 245.00 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0093 808-06694 65.000 m | 0.36000 23.40| 0.40000 26.00| 0.49000 31.85 LINE, PAINT, SOLID, YELLOW, 200 mm | | | SECTION TOTALS | $ 3,156,250.29| $ 3,254,246.15| $ 3,628,188.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,156,250.29| $ 3,254,246.15| $ 3,628,188.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : HIST005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 445,443.41 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 539,448.20 121.1036% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 559,728.95 125.6565% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 571,756.37 128.3566% 5 35-1523985 WIRTZ & YATES, INC. $ 614,312.24 137.9102% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 7.000 MOS | 2000.00000 14000.00| 1910.50000 13373.50| 1150.00000 8050.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 3014.97000 3014.97| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 28066.44000 28066.44| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 9664.80000 9664.80| 13500.00000 13500.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 25000.00000 25000.00| 17565.48000 17565.48| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 400.000 m3 | 17.50000 7000.00| 22.26000 8904.00| 20.00000 8000.00 EXCAVATION, COMMON | | | 0007 205-02224 663.000 m | 5.90000 3911.70| 5.90000 3911.70| 5.90000 3911.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 2.300 m | 35.60000 81.88| 35.60000 81.88| 35.60000 81.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02770 618.000 m2 | 3.10000 1915.80| 3.18000 1965.24| 3.10000 1915.80 EROSION CONTROL BLANKET | | | 0010 206-51817 64.000 m2 | 155.00000 9920.00| 272.81000 17459.84| 144.00000 9216.00 SHEET PILING, STEEL | | | 0011 211-02060 33.550 m3 | 25.00000 838.75| 18.26000 612.62| 38.00000 1274.90 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-02051 31.000 Mg | 50.00000 1550.00| 116.73000 3618.63| 29.75000 922.25 STONE, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 1210.000 Mg | 22.00000 26620.00| 19.41000 23486.10| 12.85000 15548.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05472 188.000 Mg | 60.00000 11280.00| 60.00000 11280.00| 80.00000 15040.00 HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0015 402-05477 94.000 Mg | 76.00000 7144.00| 76.00000 7144.00| 125.00000 11750.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 63.000 Mg | 60.00000 3780.00| 60.00000 3780.00| 160.00000 10080.00 HMA WEDGE AND LEVEL | | | 0017 405-05518 884.000 m2 | 1.35000 1193.40| 1.35000 1193.40| 1.30000 1149.20 ASPHALT FOR PRIME COAT | | | 0018 406-05521 2931.000 m2 | 1.00000 2931.00| 1.00000 2931.00| 0.30000 879.30 ASPHALT FOR TACK COAT | | | 0019 601-03667 100.000 m | 500.00000 50000.00| 592.13000 59213.00| 600.00000 60000.00 RAILING, ORNAMENTAL | | | 0020 603-03692 13.000 m | 693.00000 9009.00| 834.91000 10853.83| 155.00000 2015.00 FENCE, WOOD | | | 0021 615-02153 4.000 EACH| 250.00000 1000.00| 511.57000 2046.28| 135.00000 540.00 TIMBER BOLLARDS | | | 0022 615-06496 2.000 EACH| 250.00000 500.00| 292.64000 585.28| 98.00000 196.00 PARKING BARRIER | | | 0023 616-02320 257.400 m2 | 5.00000 1287.00| 3.55000 913.77| 3.45000 888.03 GEOTEXTILES | | | 0024 616-06405 34.000 Mg | 50.00000 1700.00| 28.45000 967.30| 125.00000 4250.00 RIPRAP, REVETMENT | | | 0025 619-05926 LUMP| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL | | | 0026 619-95457 LUMP| 66000.00000 66000.00| 60000.00000 60000.00| 66000.00000 66000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0027 621-01004 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.100 Mg | 1032.00000 103.20| 1032.00000 103.20| 1032.00000 103.20 FERTILIZER | | | 0029 621-06553 5.100 kg | 40.50000 206.55| 40.50000 206.55| 40.50000 206.55 SEED MIXTURE, R | | | 0030 621-06565 0.122 Mg | 2495.41000 304.44| 2495.41000 304.44| 2537.00000 309.51 MULCHING MATERIAL | | | 0031 621-98038 4.000 m3 | 205.00000 820.00| 205.00000 820.00| 205.00000 820.00 MULCH, HARDWOOD SHREDDED BARK | | | 0032 702-76240 21.000 m3 | 175.00000 3675.00| 264.27000 5549.67| 170.00000 3570.00 CONCRETE , UNDERPINNING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-04850 92.000 m2 | 75.00000 6900.00| 141.47000 13015.24| 103.00000 9476.00 CONCRETE BOAT RAMP | | | 0034 704-04850 224.000 m2 | 200.00000 44800.00| 248.81000 55733.44| 185.00000 41440.00 CONCRETE ENCASEMENT, REINFORCED | | | 0035 704-04850 9.000 m2 | 50.00000 450.00| 333.61000 3002.49| 31.50000 283.50 CONCRETE PAVEMENT, PLAIN, 100 mm | | | 0036 706-51132 7.000 m | 250.00000 1750.00| 1000.00000 7000.00| 291.00000 2037.00 RAILING, RESET | | | 0037 710-51864 280.000 EACH| 25.00000 7000.00| 30.00000 8400.00| 12.95000 3626.00 FIELD DRILLED HOLE | | | 0038 711-51038 LUMP| 60000.00000 60000.00| 110977.66000 110977.66| 40600.00000 40600.00 STRUCTURAL STEEL | | | 0039 712-94080 224.000 m2 | 100.00000 22400.00| 140.04000 31368.96| 313.00000 70112.00 TIMBER DECK | | | 0040 728-98377 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 MASONRY COATING | | | 0041 801-06606 2.000 EACH| 109.00000 218.00| 109.00000 218.00| 109.00000 218.00 BARRICADE, IIIB | | | 0042 801-06640 4.000 EACH| 69.00000 276.00| 69.00000 276.00| 69.00000 276.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 1609.31000 1609.31| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0044 802-76025 3.768 m2 | 134.04000 505.06| 134.04000 505.06| 134.33000 506.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 0.700 m2 | 145.41000 101.79| 145.41000 101.79| 145.42000 101.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 802-76055 30.000 m | 14.30000 429.00| 14.30000 429.00| 14.30000 429.00 SIGN POST, A | | | 0047 802-76065 4.400 m | 15.88000 69.87| 15.88000 69.87| 15.88000 69.87 SIGN POST, B | | | 0048 808-04767 23.000 m | 1.35000 31.05| 1.35000 31.05| 1.35000 31.05 LINE , TRANSVERSE MARKINGS, PAINT, | | | SOLID, BLUE, 100 mm | | | 0049 808-97222 2.000 EACH| 23.00000 46.00| 23.00000 46.00| 23.00000 46.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0050 711-06843 0.650 m2 | 20000.00000 13000.00| 4000.00000 2600.00| 19950.00000 12967.50 STRUCTURAL STEEL WELDING REPAIR | | | 0051 715-05123 9.116 m | 124.11000 1131.39| 92.65000 844.60| 123.00000 1121.27 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-46020 2.000 EACH| 677.11000 1354.22| 806.06000 1612.12| 285.00000 570.00 PIPE END SECTION, 600 mm | | | SECTION TOTALS | $ 445,443.41| $ 539,448.20| $ 559,728.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 445,443.41| $ 539,448.20| $ 559,728.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1523985 | |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 7.000 MOS | 1800.00000 12600.00| 2000.00000 14000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 63720.75000 63720.75| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 400.000 m3 | 25.00000 10000.00| 11.77000 4708.00| EXCAVATION, COMMON | | | 0007 205-02224 663.000 m | 6.00000 3978.00| 7.00000 4641.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 2.300 m | 36.00000 82.80| 300.00000 690.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02770 618.000 m2 | 3.00000 1854.00| 4.10000 2533.80| EROSION CONTROL BLANKET | | | 0010 206-51817 64.000 m2 | 200.00000 12800.00| 187.50000 12000.00| SHEET PILING, STEEL | | | 0011 211-02060 33.550 m3 | 40.00000 1342.00| 31.48000 1056.15| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-02051 31.000 Mg | 30.00000 930.00| 22.00000 682.00| STONE, 2 | | | 0013 303-52308 1210.000 Mg | 25.00000 30250.00| 18.70000 22627.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05472 188.000 Mg | 60.00000 11280.00| 74.00000 13912.00| HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0015 402-05477 94.000 Mg | 80.00000 7520.00| 86.00000 8084.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 63.000 Mg | 100.00000 6300.00| 74.00000 4662.00| HMA WEDGE AND LEVEL | | | 0017 405-05518 884.000 m2 | 0.70000 618.80| 1.60000 1414.40| ASPHALT FOR PRIME COAT | | | 0018 406-05521 2931.000 m2 | 0.15000 439.65| 1.25000 3663.75| ASPHALT FOR TACK COAT | | | 0019 601-03667 100.000 m | 500.00000 50000.00| 656.00000 65600.00| RAILING, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1523985 | |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 603-03692 13.000 m | 75.00000 975.00| 492.69000 6404.97| FENCE, WOOD | | | 0021 615-02153 4.000 EACH| 200.00000 800.00| 3000.00000 12000.00| TIMBER BOLLARDS | | | 0022 615-06496 2.000 EACH| 75.00000 150.00| 200.00000 400.00| PARKING BARRIER | | | 0023 616-02320 257.400 m2 | 4.00000 1029.60| 4.79000 1232.95| GEOTEXTILES | | | 0024 616-06405 34.000 Mg | 60.00000 2040.00| 34.00000 1156.00| RIPRAP, REVETMENT | | | 0025 619-05926 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| ENVIRONMENTAL CONTROL | | | 0026 619-95457 LUMP| 60000.00000 60000.00| 90000.00000 90000.00| CLEAN AND PAINT STRUCTURAL STEEL | | | 0027 621-01004 1.000 EACH| 600.00000 600.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.100 Mg | 1032.00000 103.20| 1200.00000 120.00| FERTILIZER | | | 0029 621-06553 5.100 kg | 41.00000 209.10| 50.00000 255.00| SEED MIXTURE, R | | | 0030 621-06565 0.122 Mg | 2500.00000 305.00| 2800.00000 341.60| MULCHING MATERIAL | | | 0031 621-98038 4.000 m3 | 205.00000 820.00| 500.00000 2000.00| MULCH, HARDWOOD SHREDDED BARK | | | 0032 702-76240 21.000 m3 | 225.00000 4725.00| 533.00000 11193.00| CONCRETE , UNDERPINNING | | | 0033 704-04850 92.000 m2 | 110.00000 10120.00| 120.00000 11040.00| CONCRETE BOAT RAMP | | | 0034 704-04850 224.000 m2 | 210.00000 47040.00| 100.00000 22400.00| CONCRETE ENCASEMENT, REINFORCED | | | 0035 704-04850 9.000 m2 | 50.00000 450.00| 100.00000 900.00| CONCRETE PAVEMENT, PLAIN, 100 mm | | | 0036 706-51132 7.000 m | 1000.00000 7000.00| 1000.00000 7000.00| RAILING, RESET | | | 0037 710-51864 280.000 EACH| 30.00000 8400.00| 40.00000 11200.00| FIELD DRILLED HOLE | | | 0038 711-51038 LUMP| 120000.00000 120000.00| 100000.00000 100000.00| STRUCTURAL STEEL | | | 0039 712-94080 224.000 m2 | 125.00000 28000.00| 223.00000 49952.00| TIMBER DECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,775.97 ROUTE : CR 500E CALL ORDER : 240 CONTRACT ID : B -24032-A COUNTIES : PORTER LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1523985 | |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 728-98377 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| MASONRY COATING | | | 0041 801-06606 2.000 EACH| 109.00000 218.00| 1000.00000 2000.00| BARRICADE, IIIB | | | 0042 801-06640 4.000 EACH| 69.00000 276.00| 400.00000 1600.00| CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 500.00000 500.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0044 802-76025 3.768 m2 | 135.00000 508.68| 200.00000 753.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 0.700 m2 | 145.00000 101.50| 300.00000 210.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 802-76055 30.000 m | 15.00000 450.00| 50.00000 1500.00| SIGN POST, A | | | 0047 802-76065 4.400 m | 15.00000 66.00| 60.00000 264.00| SIGN POST, B | | | 0048 808-04767 23.000 m | 1.35000 31.05| 5.00000 115.00| LINE , TRANSVERSE MARKINGS, PAINT, | | | SOLID, BLUE, 100 mm | | | 0049 808-97222 2.000 EACH| 23.00000 46.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0050 711-06843 0.650 m2 | 2000.00000 1300.00| 10000.00000 6500.00| STRUCTURAL STEEL WELDING REPAIR | | | 0051 715-05123 9.116 m | 140.00000 1276.24| 98.73000 900.02| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0052 715-46020 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| PIPE END SECTION, 600 mm | | | SECTION TOTALS | $ 571,756.37| $ 614,312.24| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 571,756.37| $ 614,312.24| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4633005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 895,979.10 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 922,061.43 102.9110% 3 35-1057237 MCCOY, R.L., INC. $ 928,959.91 103.6809% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 956,817.96 106.7902% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 973,580.43 108.6610% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 998,369.16 111.4277% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 1,087,728.01 121.4010% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 750.00000 4500.00| 1400.00000 8400.00| 1800.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 2000.00000 2000.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 46100.00000 46100.00| 46500.00000 46500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 230.400 m2 | 20.00000 4608.00| 16.00000 3686.40| 12.00000 2764.80 PAVEMENT, REMOVE | | | 0005 202-02241 182.900 m | 6.50000 1188.85| 7.90000 1444.91| 7.00000 1280.30 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 75000.00000 75000.00| 124644.00000 124644.00| 162500.00000 162500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 11.200 m2 | 95.00000 1064.00| 90.00000 1008.00| 45.00000 504.00 SLOPEWALL, REMOVE | | | 0008 202-74080 2.000 EACH| 1800.00000 3600.00| 768.00000 1536.00| 680.00000 1360.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 203-02070 2722.000 m3 | 8.00000 21776.00| 10.00000 27220.00| 10.00000 27220.00 BORROW | | | 0011 206-51230 19.000 m3 | 55.00000 1045.00| 42.00000 798.00| 30.00000 570.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 36.300 m3 | 45.00000 1633.50| 50.00000 1815.00| 18.00000 653.40 AGGREGATE FOR END BENT BACKFILL | | | 0013 213-52830 5.000 m3 | 185.00000 925.00| 100.00000 500.00| 80.00000 400.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 88.000 Mg | 27.00000 2376.00| 40.00000 3520.00| 18.00000 1584.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 406-05521 451.000 m2 | 0.10000 45.10| 0.06000 27.06| 0.05000 22.55 ASPHALT FOR TACK COAT | | | 0016 501-05310 14.400 m | 390.00000 5616.00| 328.00000 4723.20| 320.00000 4608.00 TERMINAL JOINT | | | 0017 502-06327 89.200 m2 | 65.00000 5798.00| 66.00000 5887.20| 62.00000 5530.40 PCCP, 250 mm | | | 0018 601-01522 4.000 EACH| 1300.00000 5200.00| 1356.00000 5424.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 6.000 EACH| 5300.00000 31800.00| 5424.00000 32544.00| 4800.00000 28800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-05071 2.000 EACH| 1800.00000 3600.00| 1921.00000 3842.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0021 601-06777 2.000 EACH| 3500.00000 7000.00| 4400.00000 8800.00| 3900.00000 7800.00 GRAVEL BARREL ARRAY | | | 0022 601-94689 2.000 EACH| 3400.00000 6800.00| 3620.00000 7240.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 158.115 m | 35.00000 5534.03| 37.34000 5904.01| 33.04000 5224.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99123 2.000 EACH| 2000.00000 4000.00| 2150.00000 4300.00| 1900.00000 3800.00 GUARDRAIL TRANSITION, GP | | | 0025 602-06639 436.000 m | 72.00000 31392.00| 101.85000 44406.60| 65.00000 28340.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 134.000 m | 65.00000 8710.00| 85.10000 11403.40| 65.00000 8710.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 28.000 EACH| 7.30000 204.40| 10.00000 280.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0028 610-05527 122.000 Mg | 105.00000 12810.00| 81.36000 9925.92| 72.00000 8784.00 HMA FOR APPROACHES | | | 0029 610-06257 210.000 m2 | 54.00000 11340.00| 66.00000 13860.00| 72.00000 15120.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 616-02320 443.700 m2 | 5.00000 2218.50| 2.00000 887.40| 2.50000 1109.25 GEOTEXTILES | | | 0031 616-06405 180.000 Mg | 25.00000 4500.00| 30.62000 5511.60| 18.00000 3240.00 RIPRAP, REVETMENT | | | 0032 616-51367 58.000 m2 | 72.00000 4176.00| 65.00000 3770.00| 42.00000 2436.00 SLOPEWALL, CONCRETE, 100 mm | | | 0035 621-01004 2.000 EACH| 675.00000 1350.00| 735.00000 1470.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06559 3873.000 m2 | 0.60000 2323.80| 0.55000 2130.15| 0.49000 1897.77 MULCHED SEEDING, R | | | 0037 621-06567 7.200 kL | 0.60000 4.32| 0.60000 4.32| 0.53000 3.82 WATER | | | 0038 621-06574 360.000 m2 | 6.50000 2340.00| 6.73000 2422.80| 5.96000 2145.60 SODDING | | | 0039 701-51195 48.800 m | 270.00000 13176.00| 114.83000 5603.70| 80.00000 3904.00 PILE, STEEL H, HP 310 X 79 | | | 0040 702-51005 126.900 m3 | 425.00000 53932.50| 515.00000 65353.50| 400.00000 50760.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51863 120.000 EACH| 10.00000 1200.00| 6.00000 720.00| 8.00000 960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-01540 100.000 EACH| 16.50000 1650.00| 12.68000 1268.00| 22.00000 2200.00 THREADED TIE BAR ASSEMBLY | | | 0043 703-51030 7857.000 kg | 1.35000 10606.95| 1.08000 8485.56| 1.10000 8642.70 REINFORCING STEEL | | | 0044 703-96177 41642.000 kg | 1.45000 60380.90| 1.28000 53301.76| 1.25000 52052.50 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0045 703-97936 130.000 EACH| 19.50000 2535.00| 15.90000 2067.00| 22.00000 2860.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 203.700 m3 | 425.00000 86572.50| 500.83000 102019.07| 425.00000 86572.50 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-01569 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0048 706-51025 136.200 m | 120.00000 16344.00| 110.85000 15097.77| 135.00000 18387.00 CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 9000.00000 9000.00| 6600.00000 6600.00| 6000.00000 6000.00 SURFACE SEAL | | | 0050 711-51038 LUMP| 248000.00000 248000.00| 201529.00000 201529.00| 225000.00000 225000.00 STRUCTURAL STEEL | | | 0051 715-05407 53.700 m | 25.00000 1342.50| 19.68000 1056.82| 40.00000 2148.00 PIPE, END BENT DRAIN, 150 mm | | | 0052 726-92406 30.000 EACH| 500.00000 15000.00| 298.44000 8953.20| 300.00000 9000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-06203 100.000 m | 1.30000 130.00| 1.33000 133.00| 1.25000 125.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 1385.000 m | 3.15000 4362.75| 3.33000 4612.05| 3.12000 4321.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 25.000 EACH| 115.00000 2875.00| 101.00000 2525.00| 100.00000 2500.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1057237 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06645 13.000 EACH| 33.00000 429.00| 34.00000 442.00| 35.00000 455.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 5000.00000 5000.00| 8998.00000 8998.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0059 803-02310 1078.000 kg | 2.25000 2425.50| 2.26000 2436.28| 2.00000 2156.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0060 803-06031 12.400 m3 | 520.00000 6448.00| 525.00000 6510.00| 465.00000 5766.00 SIGN FOUNDATIONS, CONCRETE | | | 0061 803-94494 2.000 EACH| 980.00000 1960.00| 1000.00000 2000.00| 880.00000 1760.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0062 806-53072 LUMP| 16000.00000 16000.00| 16300.00000 16300.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL | | | 0063 808-06712 225.000 m | 1.10000 247.50| 1.33000 299.25| 1.00000 225.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0064 808-06713 400.000 m | 0.85000 340.00| 1.33000 532.00| 0.75000 300.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06716 525.000 m | 1.70000 892.50| 1.70000 892.50| 1.48000 777.00 LINE, REMOVE | | | 0066 808-75998 10.000 EACH| 85.00000 850.00| 89.00000 890.00| 110.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 895,979.10| $ 922,061.43| $ 928,959.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 895,979.10| $ 922,061.43| $ 928,959.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1700.00000 10200.00| 1000.00000 6000.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 10000.00000 10000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 48500.00000 48500.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 230.400 m2 | 18.00000 4147.20| 20.00000 4608.00| 25.00000 5760.00 PAVEMENT, REMOVE | | | 0005 202-02241 182.900 m | 6.00000 1097.40| 7.50000 1371.75| 7.00000 1280.30 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 86112.00000 86112.00| 125000.00000 125000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 11.200 m2 | 105.00000 1176.00| 35.00000 392.00| 150.00000 1680.00 SLOPEWALL, REMOVE | | | 0008 202-74080 2.000 EACH| 750.00000 1500.00| 2250.00000 4500.00| 680.00000 1360.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 203-02070 2722.000 m3 | 5.00000 13610.00| 12.00000 32664.00| 19.50000 53079.00 BORROW | | | 0011 206-51230 19.000 m3 | 20.00000 380.00| 50.00000 950.00| 30.00000 570.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 36.300 m3 | 55.00000 1996.50| 35.00000 1270.50| 45.00000 1633.50 AGGREGATE FOR END BENT BACKFILL | | | 0013 213-52830 5.000 m3 | 195.00000 975.00| 100.00000 500.00| 200.00000 1000.00 FLOWABLE MORTAR | | | 0014 303-52308 88.000 Mg | 25.00000 2200.00| 24.00000 2112.00| 30.00000 2640.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 406-05521 451.000 m2 | 0.05000 22.55| 0.10000 45.10| 0.05000 22.55 ASPHALT FOR TACK COAT | | | 0016 501-05310 14.400 m | 455.00000 6552.00| 290.00000 4176.00| 450.00000 6480.00 TERMINAL JOINT | | | 0017 502-06327 89.200 m2 | 60.00000 5352.00| 57.50000 5129.00| 90.00000 8028.00 PCCP, 250 mm | | | 0018 601-01522 4.000 EACH| 1420.00000 5680.00| 1250.00000 5000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 6.000 EACH| 7540.00000 45240.00| 5000.00000 30000.00| 4800.00000 28800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-05071 2.000 EACH| 1860.00000 3720.00| 1750.00000 3500.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06777 2.000 EACH| 4900.00000 9800.00| 5000.00000 10000.00| 3900.00000 7800.00 GRAVEL BARREL ARRAY | | | 0022 601-94689 2.000 EACH| 3600.00000 7200.00| 3500.00000 7000.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 158.115 m | 36.00000 5692.14| 35.00000 5534.03| 33.04000 5224.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99123 2.000 EACH| 2300.00000 4600.00| 2000.00000 4000.00| 1900.00000 3800.00 GUARDRAIL TRANSITION, GP | | | 0025 602-06639 436.000 m | 72.00000 31392.00| 59.50000 25942.00| 85.00000 37060.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 134.000 m | 63.00000 8442.00| 52.50000 7035.00| 80.00000 10720.00 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 28.000 EACH| 9.00000 252.00| 7.50000 210.00| 8.00000 224.00 BARRIER DELINEATOR | | | 0028 610-05527 122.000 Mg | 79.00000 9638.00| 88.50000 10797.00| 72.00000 8784.00 HMA FOR APPROACHES | | | 0029 610-06257 210.000 m2 | 66.00000 13860.00| 56.50000 11865.00| 70.00000 14700.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 616-02320 443.700 m2 | 2.00000 887.40| 3.00000 1331.10| 2.00000 887.40 GEOTEXTILES | | | 0031 616-06405 180.000 Mg | 32.00000 5760.00| 20.00000 3600.00| 35.00000 6300.00 RIPRAP, REVETMENT | | | 0032 616-51367 58.000 m2 | 89.00000 5162.00| 30.00000 1740.00| 165.00000 9570.00 SLOPEWALL, CONCRETE, 100 mm | | | 0035 621-01004 2.000 EACH| 710.00000 1420.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 3873.000 m2 | 0.55000 2130.15| 0.60000 2323.80| 0.49000 1897.77 MULCHED SEEDING, R | | | 0037 621-06567 7.200 kL | 0.60000 4.32| 1.00000 7.20| 0.53000 3.82 WATER | | | 0038 621-06574 360.000 m2 | 7.85000 2826.00| 6.50000 2340.00| 5.96000 2145.60 SODDING | | | 0039 701-51195 48.800 m | 125.00000 6100.00| 185.00000 9028.00| 200.00000 9760.00 PILE, STEEL H, HP 310 X 79 | | | 0040 702-51005 126.900 m3 | 775.00000 98347.50| 550.00000 69795.00| 650.00000 82485.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51863 120.000 EACH| 9.00000 1080.00| 15.00000 1800.00| 18.00000 2160.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-01540 100.000 EACH| 11.60000 1160.00| 15.00000 1500.00| 12.00000 1200.00 THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 703-51030 7857.000 kg | 1.05000 8249.85| 1.35000 10606.95| 1.25000 9821.25 REINFORCING STEEL | | | 0044 703-96177 41642.000 kg | 1.25000 52052.50| 1.45000 60380.90| 1.50000 62463.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0045 703-97936 130.000 EACH| 8.00000 1040.00| 25.00000 3250.00| 11.00000 1430.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 203.700 m3 | 635.00000 129349.50| 460.00000 93702.00| 650.00000 132405.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-01569 4.000 EACH| 1620.00000 6480.00| 1200.00000 4800.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0048 706-51025 136.200 m | 142.00000 19340.40| 135.00000 18387.00| 150.00000 20430.00 CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 7000.00000 7000.00| 6250.00000 6250.00| 5290.00000 5290.00 SURFACE SEAL | | | 0050 711-51038 LUMP| 198306.00000 198306.00| 220000.00000 220000.00| 236000.00000 236000.00 STRUCTURAL STEEL | | | 0051 715-05407 53.700 m | 13.50000 724.95| 15.00000 805.50| 43.00000 2309.10 PIPE, END BENT DRAIN, 150 mm | | | 0052 726-92406 30.000 EACH| 565.00000 16950.00| 500.00000 15000.00| 500.00000 15000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-06203 100.000 m | 1.30000 130.00| 1.60000 160.00| 1.18000 118.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 1385.000 m | 3.25000 4501.25| 3.50000 4847.50| 2.95000 4085.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 25.000 EACH| 125.00000 3125.00| 120.00000 3000.00| 89.00000 2225.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 13.000 EACH| 50.00000 650.00| 35.00000 455.00| 30.00000 390.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 21000.00000 21000.00| 30000.00000 30000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0059 803-02310 1078.000 kg | 2.20000 2371.60| 1.20000 1293.60| 2.00000 2156.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0060 803-06031 12.400 m3 | 510.00000 6324.00| 620.00000 7688.00| 465.00000 5766.00 SIGN FOUNDATIONS, CONCRETE | | | 0061 803-94494 2.000 EACH| 965.00000 1930.00| 3600.00000 7200.00| 880.00000 1760.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0062 806-53072 LUMP| 15500.00000 15500.00| 20000.00000 20000.00| 13950.00000 13950.00 TEMPORARY TRAFFIC SIGNAL | | | 0063 808-06712 225.000 m | 1.30000 292.50| 1.50000 337.50| 1.18000 265.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1364963 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 808-06713 400.000 m | 1.30000 520.00| 1.50000 600.00| 1.18000 472.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06716 525.000 m | 1.65000 866.25| 2.00000 1050.00| 1.50000 787.50 LINE, REMOVE | | | 0066 808-75998 10.000 EACH| 90.00000 900.00| 90.00000 900.00| 79.00000 790.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 956,817.96| $ 973,580.43| $ 998,369.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 956,817.96| $ 973,580.43| $ 998,369.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 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 REHABILITATION | | | 0001 105-06790 6.000 MOS | 2400.00000 14400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8450.00000 8450.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55600.00000 55600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 230.400 m2 | 35.00000 8064.00| | PAVEMENT, REMOVE | | | 0005 202-02241 182.900 m | 7.00000 1280.30| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 99000.00000 99000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 11.200 m2 | 165.00000 1848.00| | SLOPEWALL, REMOVE | | | 0008 202-74080 2.000 EACH| 680.00000 1360.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 203-02070 2722.000 m3 | 30.00000 81660.00| | BORROW | | | 0011 206-51230 19.000 m3 | 110.00000 2090.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-06467 36.300 m3 | 54.00000 1960.20| | AGGREGATE FOR END BENT BACKFILL | | | 0013 213-52830 5.000 m3 | 140.00000 700.00| | FLOWABLE MORTAR | | | 0014 303-52308 88.000 Mg | 69.00000 6072.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 406-05521 451.000 m2 | 1.03000 464.53| | ASPHALT FOR TACK COAT | | | 0016 501-05310 14.400 m | 430.00000 6192.00| | TERMINAL JOINT | | | 0017 502-06327 89.200 m2 | 100.00000 8920.00| | PCCP, 250 mm | | | 0018 601-01522 4.000 EACH| 1320.00000 5280.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 6.000 EACH| 4800.00000 28800.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-05071 2.000 EACH| 1700.00000 3400.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06777 2.000 EACH| 3900.00000 7800.00| | GRAVEL BARREL ARRAY | | | 0022 601-94689 2.000 EACH| 3200.00000 6400.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 158.115 m | 33.00000 5217.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99123 2.000 EACH| 1900.00000 3800.00| | GUARDRAIL TRANSITION, GP | | | 0025 602-06639 436.000 m | 79.00000 34444.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 134.000 m | 75.00000 10050.00| | TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 28.000 EACH| 15.00000 420.00| | BARRIER DELINEATOR | | | 0028 610-05527 122.000 Mg | 86.00000 10492.00| | HMA FOR APPROACHES | | | 0029 610-06257 210.000 m2 | 80.00000 16800.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 616-02320 443.700 m2 | 5.25000 2329.43| | GEOTEXTILES | | | 0031 616-06405 180.000 Mg | 38.00000 6840.00| | RIPRAP, REVETMENT | | | 0032 616-51367 58.000 m2 | 110.00000 6380.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0035 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 3873.000 m2 | 0.50000 1936.50| | MULCHED SEEDING, R | | | 0037 621-06567 7.200 kL | 0.53000 3.82| | WATER | | | 0038 621-06574 360.000 m2 | 6.00000 2160.00| | SODDING | | | 0039 701-51195 48.800 m | 230.00000 11224.00| | PILE, STEEL H, HP 310 X 79 | | | 0040 702-51005 126.900 m3 | 800.00000 101520.00| | CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51863 120.000 EACH| 30.00000 3600.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-01540 100.000 EACH| 25.00000 2500.00| | THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 703-51030 7857.000 kg | 1.17000 9192.69| | REINFORCING STEEL | | | 0044 703-96177 41642.000 kg | 1.27000 52885.34| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0045 703-97936 130.000 EACH| 30.00000 3900.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51002 203.700 m3 | 625.00000 127312.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-01569 4.000 EACH| 1400.00000 5600.00| | CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0048 706-51025 136.200 m | 180.00000 24516.00| | CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 5808.00000 5808.00| | SURFACE SEAL | | | 0050 711-51038 LUMP| 205900.00000 205900.00| | STRUCTURAL STEEL | | | 0051 715-05407 53.700 m | 16.00000 859.20| | PIPE, END BENT DRAIN, 150 mm | | | 0052 726-92406 30.000 EACH| 300.00000 9000.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-06203 100.000 m | 1.25000 125.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 1385.000 m | 3.12000 4321.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 25.000 EACH| 100.00000 2500.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 13.000 EACH| 35.00000 455.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 33000.00000 33000.00| | MAINTAINING TRAFFIC | | | 0059 803-02310 1078.000 kg | 2.00000 2156.00| | REINFORCING STEEL, SIGN FOUNDATION | | | 0060 803-06031 12.400 m3 | 465.00000 5766.00| | SIGN FOUNDATIONS, CONCRETE | | | 0061 803-94494 2.000 EACH| 880.00000 1760.00| | SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0062 806-53072 LUMP| 19500.00000 19500.00| | TEMPORARY TRAFFIC SIGNAL | | | 0063 808-06712 225.000 m | 1.00000 225.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 250 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,381,127.87 ROUTE : SR 38 CALL ORDER : 250 CONTRACT ID : B -24586-A COUNTIES : MADISON LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 808-06713 400.000 m | 0.75000 300.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06716 525.000 m | 1.50000 787.50| | LINE, REMOVE | | | 0066 808-75998 10.000 EACH| 110.00000 1100.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,087,728.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,087,728.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4163011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 999,264.01 100.0000% 2 35-1801998 CLR, INC. $ 1,177,353.02 117.8220% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,179,039.99 117.9908% 4 35-1878024 RAGLE, INC. $ 1,206,790.28 120.7679% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,742,946.81 174.4230% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1100.00000 13200.00| 1800.00000 21600.00| 2050.00000 24600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 13500.00000 13500.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 58750.00000 58750.00| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 13200.00000 13200.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1119.000 m2 | 6.00000 6714.00| 7.65000 8560.35| 12.50000 13987.50 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 32000.00000 32000.00| 22500.00000 22500.00| 21980.00000 21980.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 468.000 m2 | 4.00000 1872.00| 6.25000 2925.00| 8.70000 4071.60 SURFACE MILLING, ASPHALT | | | 0008 202-90747 44.700 m3 | 140.00000 6258.00| 60.00000 2682.00| 10.00000 447.00 RETAINING WALL, REMOVE | | | 0009 202-96133 10.000 m | 15.00000 150.00| 100.00000 1000.00| 21.00000 210.00 PIPE, REMOVE | | | 0010 203-02000 3118.800 m3 | 5.40000 16841.52| 4.15000 12943.02| 12.90000 40232.52 EXCAVATION, COMMON | | | 0011 203-02020 444.300 m3 | 15.00000 6664.50| 40.00000 17772.00| 17.00000 7553.10 EXCAVATION, UNCLASSIFIED | | | 0012 203-06499 1077.000 m2 | 4.50000 4846.50| 2.00000 2154.00| 9.20000 9908.40 SUBGRADE TREATMENT | | | 0013 203-51223 1026.000 m3 | 6.00000 6156.00| 4.00000 4104.00| 8.50000 8721.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02224 107.000 m | 6.88000 736.16| 16.00000 1712.00| 6.90000 738.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 98.200 m | 35.00000 3437.00| 40.00000 3928.00| 21.00000 2062.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 4.000 m3 | 12.25000 49.00| 125.00000 500.00| 16.00000 64.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 9.000 EACH| 84.00000 756.00| 125.00000 1125.00| 83.00000 747.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-06789 8.500 m | 6.88000 58.48| 40.00000 340.00| 6.90000 58.65 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0019 205-06789 4.000 m | 6.88000 27.52| 120.00000 480.00| 6.90000 27.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK SPLASH PAD | | | 0020 207-02045 1077.000 m3 | 4.50000 4846.50| 3.50000 3769.50| 11.20000 12062.40 EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 211-02060 30.300 m3 | 25.00000 757.50| 75.00000 2272.50| 32.00000 969.60 B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-04422 7.000 m3 | 500.00000 3500.00| 250.00000 1750.00| 58.00000 406.00 EXPANDED POLYSTYRENE FILL | | | 0023 216-06394 110.000 m3 | 100.00000 11000.00| 125.00000 13750.00| 87.00000 9570.00 CELLULAR CONCRETE FILL, IV | | | 0024 303-05963 8.300 m3 | 25.00000 207.50| 85.00000 705.50| 44.00000 365.20 AGGREGATE , COARSE, 6 | | | 0025 303-52308 135.910 Mg | 18.70000 2541.52| 29.00000 3941.39| 29.00000 3941.39 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 304-04405 40.000 m3 | 35.00000 1400.00| 75.00000 3000.00| 37.00000 1480.00 SUBBASE , STONE, 8 | | | 0027 402-05468 512.930 Mg | 39.90000 20465.91| 42.00000 21543.06| 40.00000 20517.20 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 944.250 Mg | 42.00000 39658.50| 44.00000 41547.00| 41.00000 38714.25 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 236.170 Mg | 55.65000 13142.86| 59.00000 13934.03| 56.00000 13225.52 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 107.830 Mg | 51.45000 5547.85| 54.00000 5822.82| 52.00000 5607.16 HMA BASE 25.0 mm, SHOULDER | | | 0031 404-05508 0.991 Mg | 630.00000 624.33| 625.00000 619.38| 650.00000 644.15 ASPHALT FOR SEAL COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 405-05517 0.631 Mg | 525.00000 331.28| 750.00000 473.25| 540.00000 340.74 ASPHALT FOR PRIME COAT | | | 0033 406-05520 1.120 Mg | 420.00000 470.40| 500.00000 560.00| 430.00000 481.60 ASPHALT FOR TACK COAT | | | 0034 601-01704 2.000 EACH| 1764.00000 3528.00| 1800.00000 3600.00| 1750.00000 3500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED , RADIUS, 2950 mm | | | 0035 601-01846 1.000 EACH| 1764.00000 1764.00| 1800.00000 1800.00| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , RADIUS 2950 mm | | | 0036 601-02800 2.000 EACH| 920.00000 1840.00| 925.00000 1850.00| 935.00000 1870.00 GUARDRAIL TRANSITION, TGT | | | 0037 601-02800 2.000 EACH| 895.00000 1790.00| 900.00000 1800.00| 890.00000 1780.00 GUARDRAIL TRANSITION, TGT MODIFIED | | | 0038 601-94689 1.000 EACH| 3675.00000 3675.00| 3500.00000 3500.00| 3800.00000 3800.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 85.530 m | 36.00000 3079.08| 42.00000 3592.26| 38.00000 3250.14 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 616-02320 2528.800 m2 | 2.00000 5057.60| 3.50000 8850.80| 2.50000 6322.00 GEOTEXTILES | | | 0041 616-06405 2212.540 Mg | 21.00000 46463.34| 22.00000 48675.88| 19.20000 42480.77 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 650.00000 1300.00| 720.00000 1440.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 0.684 Mg | 525.00000 359.10| 700.00000 478.80| 750.00000 513.00 FERTILIZER | | | 0044 621-06548 1.500 kg | 48.75000 73.13| 75.00000 112.50| 70.00000 105.00 SEED MIXTURE, CV | | | 0045 621-06553 116.200 kg | 15.75000 1830.15| 16.00000 1859.20| 13.00000 1510.60 SEED MIXTURE, R | | | 0046 621-06557 116.200 kg | 11.00000 1278.20| 11.00000 1278.20| 12.00000 1394.40 SEED MIXTURE, T | | | 0047 621-06565 5.500 Mg | 500.00000 2750.00| 500.00000 2750.00| 565.00000 3107.50 MULCHING MATERIAL | | | 0048 621-06567 0.210 kL | 1.00000 0.21| 10.00000 2.10| 1.00000 0.21 WATER | | | 0049 621-06574 11.300 m2 | 10.00000 113.00| 9.00000 101.70| 5.90000 66.67 SODDING | | | 0050 701-03753 105.000 m | 90.00000 9450.00| 115.00000 12075.00| 194.00000 20370.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 701-04732 594.000 m | 130.00000 77220.00| 170.00000 100980.00| 168.00000 99792.00 PILE , STEEL H, 360x174 | | | 0052 701-91792 40.000 EACH| 100.00000 4000.00| 125.00000 5000.00| 129.00000 5160.00 PILE TIP, STEEL H | | | 0053 702-51005 19.000 m3 | 620.00000 11780.00| 650.00000 12350.00| 538.00000 10222.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 702-76240 114.000 m3 | 465.00000 53010.00| 525.00000 59850.00| 564.00000 64296.00 CONCRETE , SILICA FUME | | | 0055 703-51030 9339.400 kg | 1.17000 10927.10| 1.89000 17651.47| 1.12000 10460.13 REINFORCING STEEL | | | 0056 703-51032 18996.000 kg | 1.25000 23745.00| 2.45000 46540.20| 1.37000 26024.52 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 230.000 m3 | 490.00000 112700.00| 595.00000 136850.00| 476.00000 109480.00 CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | | 0058 706-04683 68.000 m | 330.75000 22491.00| 358.00000 24344.00| 335.00000 22780.00 RAILING , CF-1 | | | 0059 707-01065 LUMP| 40000.00000 40000.00| 63000.00000 63000.00| 67000.00000 67000.00 POST-TENSIONING | | | 0060 709-51821 LUMP| 2500.00000 2500.00| 2200.00000 2200.00| 2400.00000 2400.00 SURFACE SEAL | | | 0061 713-51335 LUMP| 97500.00000 97500.00| 151300.00000 151300.00| 209000.00000 209000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0062 715-02246 2.000 EACH| 1000.00000 2000.00| 1575.00000 3150.00| 1450.00000 2900.00 PIPE END SECTION, 1200 mm | | | 0063 715-05119 19.500 m | 50.00000 975.00| 59.00000 1150.50| 68.00000 1326.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0064 715-05171 20.000 m | 55.00000 1100.00| 79.00000 1580.00| 129.00000 2580.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0065 715-05173 19.000 m | 80.00000 1520.00| 115.00000 2185.00| 172.00000 3268.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0066 715-05175 20.000 m | 100.00000 2000.00| 168.00000 3360.00| 247.00000 4940.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0067 715-05407 40.000 m | 20.00000 800.00| 22.00000 880.00| 21.00000 840.00 PIPE, END BENT DRAIN, 150 mm | | | 0068 715-46005 2.000 EACH| 215.00000 430.00| 260.00000 520.00| 320.00000 640.00 PIPE END SECTION, 375 mm | | | 0069 715-46010 2.000 EACH| 275.00000 550.00| 300.00000 600.00| 410.00000 820.00 PIPE END SECTION, 450 mm | | | 0070 715-46020 2.000 EACH| 375.00000 750.00| 515.00000 1030.00| 470.00000 940.00 PIPE END SECTION, 600 mm | | | 0071 715-46030 4.000 EACH| 800.00000 3200.00| 665.00000 2660.00| 735.00000 2940.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-91361 31.000 m | 20.00000 620.00| 20.00000 620.00| 23.00000 713.00 PIPE, PVC, 150 mm | | | 0073 716-04892 25.000 m | 1300.00000 32500.00| 1650.00000 41250.00| 594.00000 14850.00 PIPE, JACKED , 750 mm | | | 0074 716-99464 31.500 m | 2800.00000 88200.00| 2000.00000 63000.00| 1430.00000 45045.00 PIPE, JACKED, 1200 mm | | | 0075 801-01506 1.000 EACH| 105.00000 105.00| 300.00000 300.00| 305.00000 305.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0076 801-04308 2.000 EACH| 472.50000 945.00| 510.00000 1020.00| 505.00000 1010.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 580.000 m | 0.96000 556.80| 1.10000 638.00| 0.90000 522.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 1154.500 m | 3.06000 3532.77| 2.95000 3405.78| 3.25000 3752.13 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06213 2.000 EACH| 665.00000 1330.00| 500.00000 1000.00| 500.00000 1000.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0080 801-06605 4.000 EACH| 210.00000 840.00| 135.00000 540.00| 135.00000 540.00 BARRICADE, IIIA | | | 0081 801-06640 8.000 EACH| 105.00000 840.00| 175.00000 1400.00| 135.00000 1080.00 CONSTRUCTION SIGN, A | | | 0082 801-06645 28.000 EACH| 52.50000 1470.00| 35.00000 980.00| 42.00000 1176.00 CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP| 17000.00000 17000.00| 7000.00000 7000.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0084 808-06712 95.000 m | 0.99000 94.05| 2.00000 190.00| 0.60000 57.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0085 808-06713 745.000 m | 0.99000 737.55| 0.60000 447.00| 0.60000 447.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 325.000 m | 0.99000 321.75| 0.60000 195.00| 0.60000 195.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-06716 454.500 m | 2.05000 931.73| 2.50000 1136.25| 2.80000 1272.60 LINE, REMOVE | | | 0088 808-75340 2.000 EACH| 325.00000 650.00| 350.00000 700.00| 340.00000 680.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0089 808-75998 18.000 EACH| 68.25000 1228.50| 70.00000 1260.00| 69.00000 1242.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 601-97080 3.000 EACH| 3500.00000 10500.00| 2500.00000 7500.00| 2410.00000 7230.00 TEMPORARY GUARDRAIL END TREATMENT, OS , | | | TEMPORARY BRIDGE APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1801998 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 601-02206 99.060 m | 25.40000 2516.12| 43.00000 4259.58| 42.30000 4190.24 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING , TEMPORARY BRIDGE APPROACH | | | 0092 601-01846 1.000 EACH| 1535.00000 1535.00| 1800.00000 1800.00| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , RADIUS 2950 mm, TEMPORARY | | | BRIDGE APPROACH | | | SECTION TOTALS | $ 999,264.01| $ 1,177,353.02| $ 1,179,039.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 999,264.01| $ 1,177,353.02| $ 1,179,039.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 | |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1600.00000 19200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 62000.00000 62000.00| 85000.00000 85000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18000.00000 18000.00| 7350.00000 7350.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1119.000 m2 | 8.00000 8952.00| 9.00000 10071.00| PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 50000.00000 50000.00| 54000.00000 54000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 468.000 m2 | 5.00000 2340.00| 8.00000 3744.00| SURFACE MILLING, ASPHALT | | | 0008 202-90747 44.700 m3 | 1.00000 44.70| 160.00000 7152.00| RETAINING WALL, REMOVE | | | 0009 202-96133 10.000 m | 12.00000 120.00| 100.00000 1000.00| PIPE, REMOVE | | | 0010 203-02000 3118.800 m3 | 3.00000 9356.40| 16.00000 49900.80| EXCAVATION, COMMON | | | 0011 203-02020 444.300 m3 | 15.00000 6664.50| 30.00000 13329.00| EXCAVATION, UNCLASSIFIED | | | 0012 203-06499 1077.000 m2 | 1.00000 1077.00| 8.50000 9154.50| SUBGRADE TREATMENT | | | 0013 203-51223 1026.000 m3 | 8.00000 8208.00| 18.00000 18468.00| EXCAVATION, WATERWAY | | | 0014 205-02224 107.000 m | 4.50000 481.50| 6.55000 700.85| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 98.200 m | 37.00000 3633.40| 54.13000 5315.57| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 4.000 m3 | 35.00000 140.00| 250.00000 1000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 9.000 EACH| 60.00000 540.00| 80.00000 720.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-06789 8.500 m | 12.00000 102.00| 6.55000 55.68| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 | |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-06789 4.000 m | 37.00000 148.00| 6.55000 26.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK SPLASH PAD | | | 0020 207-02045 1077.000 m3 | 1.00000 1077.00| 10.00000 10770.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0021 211-02060 30.300 m3 | 41.00000 1242.30| 40.00000 1212.00| B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-04422 7.000 m3 | 50.00000 350.00| 950.00000 6650.00| EXPANDED POLYSTYRENE FILL | | | 0023 216-06394 110.000 m3 | 100.00000 11000.00| 125.00000 13750.00| CELLULAR CONCRETE FILL, IV | | | 0024 303-05963 8.300 m3 | 50.00000 415.00| 60.00000 498.00| AGGREGATE , COARSE, 6 | | | 0025 303-52308 135.910 Mg | 36.00000 4892.76| 30.00000 4077.30| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 304-04405 40.000 m3 | 41.00000 1640.00| 55.00000 2200.00| SUBBASE , STONE, 8 | | | 0027 402-05468 512.930 Mg | 48.00000 24620.64| 55.00000 28211.15| HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 944.250 Mg | 49.00000 46268.25| 50.00000 47212.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 236.170 Mg | 63.00000 14878.71| 70.00000 16531.90| HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 107.830 Mg | 58.00000 6254.14| 50.00000 5391.50| HMA BASE 25.0 mm, SHOULDER | | | 0031 404-05508 0.991 Mg | 600.00000 594.60| 450.00000 445.95| ASPHALT FOR SEAL COAT | | | 0032 405-05517 0.631 Mg | 500.00000 315.50| 1100.00000 694.10| ASPHALT FOR PRIME COAT | | | 0033 406-05520 1.120 Mg | 400.00000 448.00| 300.00000 336.00| ASPHALT FOR TACK COAT | | | 0034 601-01704 2.000 EACH| 1680.00000 3360.00| 1680.00000 3360.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED , RADIUS, 2950 mm | | | 0035 601-01846 1.000 EACH| 1680.00000 1680.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , RADIUS 2950 mm | | | 0036 601-02800 2.000 EACH| 875.00000 1750.00| 875.00000 1750.00| GUARDRAIL TRANSITION, TGT | | | 0037 601-02800 2.000 EACH| 875.00000 1750.00| 850.00000 1700.00| GUARDRAIL TRANSITION, TGT MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 | |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-94689 1.000 EACH| 3400.00000 3400.00| 3400.00000 3400.00| GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 85.530 m | 34.25000 2929.40| 34.25000 2929.40| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 616-02320 2528.800 m2 | 1.50000 3793.20| 2.50000 6322.00| GEOTEXTILES | | | 0041 616-06405 2212.540 Mg | 14.00000 30975.56| 25.00000 55313.50| RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 200.00000 400.00| 660.00000 1320.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 0.684 Mg | 550.00000 376.20| 705.85000 482.80| FERTILIZER | | | 0044 621-06548 1.500 kg | 35.00000 52.50| 65.00000 97.50| SEED MIXTURE, CV | | | 0045 621-06553 116.200 kg | 7.70000 894.74| 9.55000 1109.71| SEED MIXTURE, R | | | 0046 621-06557 116.200 kg | 12.00000 1394.40| 11.40000 1324.68| SEED MIXTURE, T | | | 0047 621-06565 5.500 Mg | 600.00000 3300.00| 550.00000 3025.00| MULCHING MATERIAL | | | 0048 621-06567 0.210 kL | 1.00000 0.21| 1.00000 0.21| WATER | | | 0049 621-06574 11.300 m2 | 4.20000 47.46| 4.85000 54.81| SODDING | | | 0050 701-03753 105.000 m | 130.00000 13650.00| 120.00000 12600.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0051 701-04732 594.000 m | 150.00000 89100.00| 125.00000 74250.00| PILE , STEEL H, 360x174 | | | 0052 701-91792 40.000 EACH| 150.00000 6000.00| 175.00000 7000.00| PILE TIP, STEEL H | | | 0053 702-51005 19.000 m3 | 450.00000 8550.00| 800.00000 15200.00| CONCRETE, A, SUBSTRUCTURE | | | 0054 702-76240 114.000 m3 | 500.00000 57000.00| 600.00000 68400.00| CONCRETE , SILICA FUME | | | 0055 703-51030 9339.400 kg | 1.40000 13075.16| 1.25000 11674.25| REINFORCING STEEL | | | 0056 703-51032 18996.000 kg | 1.50000 28494.00| 1.40000 26594.40| REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 230.000 m3 | 675.00000 155250.00| 800.00000 184000.00| CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 | |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 706-04683 68.000 m | 400.00000 27200.00| 315.00000 21420.00| RAILING , CF-1 | | | 0059 707-01065 LUMP| 50000.00000 50000.00| 125000.00000 125000.00| POST-TENSIONING | | | 0060 709-51821 LUMP| 2000.00000 2000.00| 2250.00000 2250.00| SURFACE SEAL | | | 0061 713-51335 LUMP| 258000.00000 258000.00| 490000.00000 490000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0062 715-02246 2.000 EACH| 800.00000 1600.00| 1100.00000 2200.00| PIPE END SECTION, 1200 mm | | | 0063 715-05119 19.500 m | 40.00000 780.00| 165.00000 3217.50| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0064 715-05171 20.000 m | 55.00000 1100.00| 175.00000 3500.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0065 715-05173 19.000 m | 70.00000 1330.00| 185.00000 3515.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0066 715-05175 20.000 m | 105.00000 2100.00| 200.00000 4000.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0067 715-05407 40.000 m | 30.00000 1200.00| 45.00000 1800.00| PIPE, END BENT DRAIN, 150 mm | | | 0068 715-46005 2.000 EACH| 200.00000 400.00| 550.00000 1100.00| PIPE END SECTION, 375 mm | | | 0069 715-46010 2.000 EACH| 250.00000 500.00| 575.00000 1150.00| PIPE END SECTION, 450 mm | | | 0070 715-46020 2.000 EACH| 300.00000 600.00| 600.00000 1200.00| PIPE END SECTION, 600 mm | | | 0071 715-46030 4.000 EACH| 600.00000 2400.00| 650.00000 2600.00| PIPE END SECTION, 750 mm | | | 0072 715-91361 31.000 m | 25.00000 775.00| 35.00000 1085.00| PIPE, PVC, 150 mm | | | 0073 716-04892 25.000 m | 1000.00000 25000.00| 1360.00000 34000.00| PIPE, JACKED , 750 mm | | | 0074 716-99464 31.500 m | 2000.00000 63000.00| 2870.00000 90405.00| PIPE, JACKED, 1200 mm | | | 0075 801-01506 1.000 EACH| 280.00000 280.00| 280.00000 280.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0076 801-04308 2.000 EACH| 475.00000 950.00| 475.00000 950.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 580.000 m | 0.77000 446.60| 0.77000 446.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 260 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,212,323.52 ROUTE : SR 61 CALL ORDER : 260 CONTRACT ID : B -24696-A COUNTIES : PIKE LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 | |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06207 1154.500 m | 2.95000 3405.78| 2.95000 3405.78| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06213 2.000 EACH| 475.00000 950.00| 475.00000 950.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0080 801-06605 4.000 EACH| 125.00000 500.00| 125.00000 500.00| BARRICADE, IIIA | | | 0081 801-06640 8.000 EACH| 125.00000 1000.00| 125.00000 1000.00| CONSTRUCTION SIGN, A | | | 0082 801-06645 28.000 EACH| 35.00000 980.00| 35.00000 980.00| CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0084 808-06712 95.000 m | 0.56000 53.20| 0.56000 53.20| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0085 808-06713 745.000 m | 0.56000 417.20| 0.56000 417.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 325.000 m | 0.56000 182.00| 0.56000 182.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-06716 454.500 m | 2.50000 1136.25| 2.50000 1136.25| LINE, REMOVE | | | 0088 808-75340 2.000 EACH| 325.00000 650.00| 325.00000 650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0089 808-75998 18.000 EACH| 65.00000 1170.00| 65.00000 1170.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 601-97080 3.000 EACH| 2325.00000 6975.00| 2325.00000 6975.00| TEMPORARY GUARDRAIL END TREATMENT, OS , | | | TEMPORARY BRIDGE APPROACH | | | 0091 601-02206 99.060 m | 40.40000 4002.02| 40.40000 4002.02| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING , TEMPORARY BRIDGE APPROACH | | | 0092 601-01846 1.000 EACH| 1680.00000 1680.00| 1680.00000 1680.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , RADIUS 2950 mm, TEMPORARY | | | BRIDGE APPROACH | | | SECTION TOTALS | $ 1,206,790.28| $ 1,742,946.81| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,206,790.28| $ 1,742,946.81| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4624004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 515,259.92 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 526,491.89 102.1798% 3 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 529,023.97 102.6712% 4 35-1385672 FORCE CONSTRUCTION $ 556,424.83 107.9891% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 583,900.00 113.3214% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 607,917.80 117.9827% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1310611 |(3) 35-1619477 |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1350.00000 13500.00| 1250.00000 12500.00| 1290.00000 12900.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9350.00000 9350.00| 7500.00000 7500.00| 7596.00000 7596.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 24135.60000 24135.60 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17500.00000 17500.00| 14000.00000 14000.00| 17031.20000 17031.20 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 23795.00000 23795.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 182.000 m2 | 9.00000 1638.00| 12.00000 2184.00| 11.45000 2083.90 SURFACE MILLING, ASPHALT | | | 0007 203-02000 383.000 m3 | 12.00000 4596.00| 10.00000 3830.00| 8.65000 3312.95 EXCAVATION, COMMON | | | 0008 203-02070 6837.000 m3 | 13.00000 88881.00| 10.00000 68370.00| 10.50000 71788.50 BORROW | | | 0009 203-51223 214.000 m3 | 12.00000 2568.00| 10.00000 2140.00| 9.50000 2033.00 EXCAVATION, WATERWAY | | | 0010 205-02224 100.000 m | 6.20000 620.00| 5.00000 500.00| 8.35000 835.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 171.000 m | 13.00000 2223.00| 10.00000 1710.00| 19.21000 3284.91 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 2.000 EACH| 90.00000 180.00| 100.00000 200.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1310611 |(3) 35-1619477 |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02236 1.000 EACH| 85.00000 85.00| 125.00000 125.00| 95.00000 95.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 206-51230 10.000 m3 | 12.00000 120.00| 10.00000 100.00| 23.40000 234.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 8.300 m3 | 24.00000 199.20| 30.00000 249.00| 28.75000 238.63 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 10.300 m3 | 110.00000 1133.00| 150.00000 1545.00| 379.25000 3906.28 FLOWABLE MORTAR | | | 0017 303-52308 1353.200 Mg | 17.50000 23681.00| 17.00000 23004.40| 15.37000 20798.69 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05468 969.350 Mg | 48.00000 46528.80| 50.60000 49049.11| 46.76000 45326.81 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 346.640 Mg | 52.00000 18025.28| 54.00000 18718.56| 53.86000 18670.03 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 156.050 Mg | 69.00000 10767.45| 73.70000 11500.88| 58.14000 9072.75 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 147.050 Mg | 58.00000 8528.90| 60.00000 8823.00| 53.61000 7883.35 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2715.000 m2 | 2.10000 5701.50| 2.20000 5973.00| 3.72000 10099.80 SEAL COAT, 2 | | | 0023 405-05517 1.626 Mg | 330.00000 536.58| 330.00000 536.58| 640.00000 1040.64 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.400 Mg | 220.00000 968.00| 220.00000 968.00| 388.00000 1707.20 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1200.00000 4800.00| 1210.00000 4840.00| 1385.00000 5540.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1725.00000 1725.00| 1732.50000 1732.50| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-94689 3.000 EACH| 3300.00000 9900.00| 3404.50000 10213.50| 3595.00000 10785.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 215.265 m | 34.00000 7319.01| 35.20000 7577.32| 35.20000 7577.33 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 4.000 EACH| 7.50000 30.00| 10.00000 40.00| 10.95000 43.80 BARRIER DELINEATOR | | | 0030 610-05527 16.300 Mg | 69.00000 1124.70| 73.70000 1201.31| 91.30000 1488.19 HMA FOR APPROACHES | | | 0031 610-06257 125.800 m2 | 61.00000 7673.80| 75.00000 9435.00| 62.19000 7823.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1310611 |(3) 35-1619477 |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 611-06497 1.000 EACH| 130.00000 130.00| 150.00000 150.00| 195.00000 195.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 19.000 EACH| 120.00000 2280.00| 122.00000 2318.00| 113.00000 2147.00 RIGHT OF WAY MARKER | | | 0034 615-06505 5.000 EACH| 425.00000 2125.00| 300.00000 1500.00| 450.00000 2250.00 MONUMENT, B | | | 0035 616-02320 1559.400 m2 | 2.00000 3118.80| 3.50000 5457.90| 2.99000 4662.61 GEOTEXTILES | | | 0036 616-06405 847.400 Mg | 17.75000 15041.35| 20.00000 16948.00| 18.46000 15643.00 RIPRAP, REVETMENT | | | 0037 616-06451 194.100 Mg | 18.20000 3532.62| 25.00000 4852.50| 19.66000 3816.01 RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH| 700.00000 1400.00| 726.00000 1452.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.633 Mg | 785.00000 496.91| 781.00000 494.37| 770.00000 487.41 FERTILIZER | | | 0040 621-06548 6.200 kg | 72.00000 446.40| 71.50000 443.30| 60.00000 372.00 SEED MIXTURE, CV | | | 0041 621-06553 107.000 kg | 10.50000 1123.50| 10.51000 1124.57| 10.48000 1121.36 SEED MIXTURE, R | | | 0042 621-06557 51.000 kg | 12.70000 647.70| 12.71000 648.21| 19.35000 986.85 SEED MIXTURE, T | | | 0043 621-06565 5.100 Mg | 610.00000 3111.00| 605.00000 3085.50| 640.00000 3264.00 MULCHING MATERIAL | | | 0044 621-06567 12.700 kL | 1.00000 12.70| 1.10000 13.97| 8.90000 113.03 WATER | | | 0045 621-06574 292.300 m2 | 4.25000 1242.28| 4.24000 1239.35| 7.95000 2323.79 SODDING | | | 0046 621-06575 413.700 m2 | 4.25000 1758.23| 4.24000 1754.08| 7.95000 3288.92 SODDING, NURSERY | | | 0047 622-52436 4.000 EACH| 26.00000 104.00| 26.40000 105.60| 33.00000 132.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 80.000 EACH| 13.65000 1092.00| 13.64000 1091.20| 13.50000 1080.00 SEEDLING | | | 0049 701-51190 100.000 m | 74.00000 7400.00| 100.00000 10000.00| 104.96000 10496.00 PILE, STEEL H, HP 250 X 62 | | | 0050 701-91792 22.000 EACH| 70.00000 1540.00| 100.00000 2200.00| 98.00000 2156.00 PILE TIP, STEEL H | | | 0051 701-92043 11.000 m | 1400.00000 15400.00| 2500.00000 27500.00| 654.54000 7199.94 CORED HOLE IN ROCK, 457 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1310611 |(3) 35-1619477 |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 701-97805 47.000 m | 140.00000 6580.00| 250.00000 11750.00| 110.00000 5170.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0053 702-93722 137.900 m3 | 435.00000 59986.50| 400.00000 55160.00| 516.24000 71189.50 CONCRETE, C | | | 0054 703-51030 9868.000 kg | 1.21000 11940.28| 1.25000 12335.00| 1.20000 11841.60 REINFORCING STEEL | | | 0055 703-51032 10259.000 kg | 1.37000 14054.83| 1.35000 13849.65| 1.40000 14362.60 REINFORCING STEEL, EPOXY COATED | | | 0056 706-05732 4.000 EACH| 1075.00000 4300.00| 1000.00000 4000.00| 1290.00000 5160.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 13.100 m3 | 470.00000 6157.00| 500.00000 6550.00| 455.00000 5960.50 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2090.00000 2090.00 SURFACE SEAL | | | 0059 715-02628 3.000 EACH| 290.00000 870.00| 300.00000 900.00| 279.00000 837.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0060 715-05169 52.000 m | 51.00000 2652.00| 50.00000 2600.00| 61.29000 3187.08 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-46005 2.000 EACH| 160.00000 320.00| 200.00000 400.00| 250.00000 500.00 PIPE END SECTION, 375 mm | | | 0062 720-45025 1.000 EACH| 900.00000 900.00| 1500.00000 1500.00| 1760.00000 1760.00 INLET, D6 | | | 0063 801-04308 5.000 EACH| 360.00000 1800.00| 363.00000 1815.00| 350.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 12.000 EACH| 115.00000 1380.00| 115.50000 1386.00| 135.00000 1620.00 BARRICADE, IIIA | | | 0065 801-06606 12.000 EACH| 125.00000 1500.00| 126.50000 1518.00| 145.00000 1740.00 BARRICADE, IIIB | | | 0066 801-06625 50.000 EACH| 105.00000 5250.00| 104.50000 5225.00| 105.00000 5250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 30.000 EACH| 105.00000 3150.00| 104.50000 3135.00| 145.00000 4350.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 18.000 EACH| 40.00000 720.00| 38.50000 693.00| 60.00000 1080.00 CONSTRUCTION SIGN, B | | | 0069 802-05701 7.800 m | 45.00000 351.00| 45.10000 351.78| 33.10000 258.18 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 1.752 m2 | 175.00000 306.60| 176.00000 308.35| 189.00000 331.13 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1310611 |(3) 35-1619477 |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-03631 80.000 m | 3.30000 264.00| 3.30000 264.00| 3.90000 312.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0072 808-03632 80.000 m | 3.30000 264.00| 3.30000 264.00| 3.90000 312.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0073 808-06703 1640.000 m | 1.10000 1804.00| 1.08000 1771.20| 1.18000 1935.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0074 808-75245 1640.000 m | 1.10000 1804.00| 1.08000 1771.20| 1.18000 1935.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 515,259.92| $ 526,491.89| $ 529,023.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 515,259.92| $ 526,491.89| $ 529,023.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1123.92000 11239.20| 1200.00000 12000.00| 800.00000 8000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 11500.00000 11500.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41644.22000 41644.22| 29000.00000 29000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13849.54000 13849.54| 20000.00000 20000.00| 21250.00000 21250.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 13719.00000 13719.00| 16256.46000 16256.46| 45219.00000 45219.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 182.000 m2 | 16.59000 3019.38| 10.00000 1820.00| 10.00000 1820.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 383.000 m3 | 18.23000 6982.09| 16.00000 6128.00| 7.00000 2681.00 EXCAVATION, COMMON | | | 0008 203-02070 6837.000 m3 | 8.36000 57157.32| 15.00000 102555.00| 10.25000 70079.25 BORROW | | | 0009 203-51223 214.000 m3 | 15.18000 3248.52| 10.00000 2140.00| 13.50000 2889.00 EXCAVATION, WATERWAY | | | 0010 205-02224 100.000 m | 7.35000 735.00| 7.00000 700.00| 6.60000 660.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 171.000 m | 19.18000 3279.78| 41.00000 7011.00| 35.00000 5985.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 2.000 EACH| 60.00000 120.00| 95.00000 190.00| 90.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 1.000 EACH| 65.00000 65.00| 90.00000 90.00| 85.00000 85.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 206-51230 10.000 m3 | 32.43000 324.30| 330.00000 3300.00| 80.00000 800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 8.300 m3 | 67.26000 558.26| 23.50000 195.05| 40.00000 332.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 10.300 m3 | 116.15000 1196.35| 130.00000 1339.00| 100.00000 1030.00 FLOWABLE MORTAR | | | 0017 303-52308 1353.200 Mg | 16.81000 22747.29| 20.00000 27064.00| 17.85000 24154.62 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05468 969.350 Mg | 44.00000 42651.40| 45.00000 43620.75| 45.00000 43620.75 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05474 346.640 Mg | 47.00000 16292.08| 50.00000 17332.00| 52.00000 18025.28 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 156.050 Mg | 65.00000 10143.25| 60.00000 9363.00| 58.00000 9050.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 147.050 Mg | 55.00000 8087.75| 55.00000 8087.75| 54.00000 7940.70 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2715.000 m2 | 2.00000 5430.00| 1.00000 2715.00| 2.10000 5701.50 SEAL COAT, 2 | | | 0023 405-05517 1.626 Mg | 298.89000 486.00| 500.00000 813.00| 575.00000 934.95 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.400 Mg | 200.00000 880.00| 175.00000 770.00| 290.00000 1276.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1100.00000 4400.00| 1250.00000 5000.00| 1185.00000 4740.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1575.00000 1575.00| 1675.00000 1675.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-94689 3.000 EACH| 3095.00000 9285.00| 3400.00000 10200.00| 3235.00000 9705.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 215.265 m | 32.00000 6888.48| 33.50000 7211.38| 32.00000 6888.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 4.000 EACH| 7.00000 28.00| 25.00000 100.00| 6.00000 24.00 BARRIER DELINEATOR | | | 0030 610-05527 16.300 Mg | 65.00000 1059.50| 70.00000 1141.00| 85.00000 1385.50 HMA FOR APPROACHES | | | 0031 610-06257 125.800 m2 | 71.57000 9003.51| 58.00000 7296.40| 60.00000 7548.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 611-06497 1.000 EACH| 105.00000 105.00| 190.00000 190.00| 180.00000 180.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 19.000 EACH| 110.00000 2090.00| 110.00000 2090.00| 103.00000 1957.00 RIGHT OF WAY MARKER | | | 0034 615-06505 5.000 EACH| 395.00000 1975.00| 425.00000 2125.00| 405.00000 2025.00 MONUMENT, B | | | 0035 616-02320 1559.400 m2 | 2.73000 4257.16| 2.20000 3430.68| 2.00000 3118.80 GEOTEXTILES | | | 0036 616-06405 847.400 Mg | 21.37000 18108.94| 23.00000 19490.20| 24.25000 20549.45 RIPRAP, REVETMENT | | | 0037 616-06451 194.100 Mg | 28.23000 5479.44| 25.00000 4852.50| 30.00000 5823.00 RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 716.10000 1432.20 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06545 0.633 Mg | 696.68000 441.00| 740.00000 468.42| 710.00000 449.43 FERTILIZER | | | 0040 621-06548 6.200 kg | 50.00000 310.00| 68.00000 421.60| 65.00000 403.00 SEED MIXTURE, CV | | | 0041 621-06553 107.000 kg | 9.48000 1014.36| 10.00000 1070.00| 9.55000 1021.85 SEED MIXTURE, R | | | 0042 621-06557 51.000 kg | 16.20000 826.20| 12.00000 612.00| 11.55000 589.05 SEED MIXTURE, T | | | 0043 621-06565 5.100 Mg | 540.00000 2754.00| 575.00000 2932.50| 550.00000 2805.00 MULCHING MATERIAL | | | 0044 621-06567 12.700 kL | 6.60000 83.82| 1.00000 12.70| 1.00000 12.70 WATER | | | 0045 621-06574 292.300 m2 | 6.95000 2031.49| 4.00000 1169.20| 5.50000 1607.65 SODDING | | | 0046 621-06575 413.700 m2 | 6.95000 2875.22| 4.00000 1654.80| 5.50000 2275.35 SODDING, NURSERY | | | 0047 622-52436 4.000 EACH| 20.00000 80.00| 25.00000 100.00| 24.00000 96.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 80.000 EACH| 12.00000 960.00| 13.00000 1040.00| 12.40000 992.00 SEEDLING | | | 0049 701-51190 100.000 m | 94.11000 9411.00| 110.00000 11000.00| 144.00000 14400.00 PILE, STEEL H, HP 250 X 62 | | | 0050 701-91792 22.000 EACH| 91.03000 2002.66| 75.00000 1650.00| 100.00000 2200.00 PILE TIP, STEEL H | | | 0051 701-92043 11.000 m | 2051.47000 22566.17| 1900.00000 20900.00| 1250.00000 13750.00 CORED HOLE IN ROCK, 457 mm | | | 0052 701-97805 47.000 m | 187.56000 8815.32| 375.00000 17625.00| 400.00000 18800.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0053 702-93722 137.900 m3 | 704.74000 97183.65| 480.00000 66192.00| 745.00000 102735.50 CONCRETE, C | | | 0054 703-51030 9868.000 kg | 1.52000 14999.36| 1.25000 12335.00| 1.10000 10854.80 REINFORCING STEEL | | | 0055 703-51032 10259.000 kg | 1.62000 16619.58| 1.45000 14875.55| 1.25000 12823.75 REINFORCING STEEL, EPOXY COATED | | | 0056 706-05732 4.000 EACH| 1200.00000 4800.00| 1600.00000 6400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 13.100 m3 | 428.00000 5606.80| 600.00000 7860.00| 700.00000 9170.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 1920.00000 1920.00| 1700.00000 1700.00| 2700.00000 2700.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 270 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 652,909.16 ROUTE : SR 252 CALL ORDER : 270 CONTRACT ID : B -24699-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1917625 |(6) 35-1128289 |FORCE CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-02628 3.000 EACH| 829.13000 2487.39| 425.00000 1275.00| 325.00000 975.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0060 715-05169 52.000 m | 62.78000 3264.56| 55.00000 2860.00| 75.00000 3900.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-46005 2.000 EACH| 128.16000 256.32| 375.00000 750.00| 195.00000 390.00 PIPE END SECTION, 375 mm | | | 0062 720-45025 1.000 EACH| 990.97000 990.97| 1300.00000 1300.00| 1100.00000 1100.00 INLET, D6 | | | 0063 801-04308 5.000 EACH| 330.00000 1650.00| 345.00000 1725.00| 350.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 12.000 EACH| 105.00000 1260.00| 110.00000 1320.00| 125.00000 1500.00 BARRICADE, IIIA | | | 0065 801-06606 12.000 EACH| 115.00000 1380.00| 120.00000 1440.00| 125.00000 1500.00 BARRICADE, IIIB | | | 0066 801-06625 50.000 EACH| 95.00000 4750.00| 100.00000 5000.00| 100.00000 5000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 30.000 EACH| 95.00000 2850.00| 100.00000 3000.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 18.000 EACH| 35.00000 630.00| 37.00000 666.00| 35.00000 630.00 CONSTRUCTION SIGN, B | | | 0069 802-05701 7.800 m | 41.00000 319.80| 31.50000 245.70| 30.00000 234.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 1.752 m2 | 159.82000 280.00| 180.00000 315.36| 172.00000 301.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 808-03631 80.000 m | 3.00000 240.00| 3.20000 256.00| 3.00000 240.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0072 808-03632 80.000 m | 3.00000 240.00| 3.20000 256.00| 3.00000 240.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0073 808-06703 1640.000 m | 0.98000 1607.20| 1.00000 1640.00| 1.00000 1640.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0074 808-75245 1640.000 m | 0.98000 1607.20| 1.00000 1640.00| 1.00000 1640.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 556,424.83| $ 583,900.00| $ 607,917.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 556,424.83| $ 583,900.00| $ 607,917.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 309,592.48 ROUTE : SR 32 CALL ORDER : 280 CONTRACT ID : B -24956-A COUNTIES : RANDOLPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1004008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 234,820.80 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 253,189.75 107.8225% 3 35-1609544 SCHUTT-LOOKABILL CO $ 259,291.57 110.4210% 4 35-1058755 BAKER & SCHULTZ, INC. $ 269,404.86 114.7278% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 288,716.65 122.9519% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1100.00000 8800.00| 1400.00000 11200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 12500.00000 12500.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 155.000 m2 | 24.00000 3720.00| 35.00000 5425.00| 16.00000 2480.00 PAVEMENT, REMOVE | | | 0005 202-02241 74.500 m | 7.50000 558.75| 33.00000 2458.50| 18.00000 1341.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 24000.00000 24000.00| 20000.00000 20000.00| 20933.00000 20933.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 252.000 m2 | 7.50000 1890.00| 12.00000 3024.00| 15.00000 3780.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 10.000 m3 | 35.00000 350.00| 122.00000 1220.00| 60.00000 600.00 EXCAVATION, COMMON | | | 0009 211-06467 10.000 m3 | 35.00000 350.00| 220.00000 2200.00| 60.00000 600.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 98.000 Mg | 25.00000 2450.00| 30.00000 2940.00| 26.00000 2548.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1075.000 m2 | 0.20000 215.00| 0.15000 161.25| 0.17000 182.75 ASPHALT FOR TACK COAT | | | 0012 601-01522 2.000 EACH| 17.50000 35.00| 1500.00000 3000.00| 1740.00000 3480.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 4700.00000 9400.00| 5000.00000 10000.00| 5220.00000 10440.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 309,592.48 ROUTE : SR 32 CALL ORDER : 280 CONTRACT ID : B -24956-A COUNTIES : RANDOLPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-94689 2.000 EACH| 3750.00000 7500.00| 3500.00000 7000.00| 4060.00000 8120.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 22.860 m | 45.00000 1028.70| 80.00000 1828.80| 93.00000 2125.98 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 199.000 m | 57.50000 11442.50| 65.00000 12935.00| 92.05000 18317.95 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 12.000 EACH| 8.00000 96.00| 8.00000 96.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0018 610-05527 275.000 Mg | 125.00000 34375.00| 110.00000 30250.00| 116.00000 31900.00 HMA FOR APPROACHES | | | 0019 610-06257 270.000 m2 | 56.00000 15120.00| 60.00000 16200.00| 66.00000 17820.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0020 616-02320 266.000 m2 | 3.00000 798.00| 5.00000 1330.00| 2.00000 532.00 GEOTEXTILES | | | 0021 616-06405 175.000 Mg | 22.50000 3937.50| 40.00000 7000.00| 22.00000 3850.00 RIPRAP, REVETMENT | | | 0022 621-01004 2.000 EACH| 500.00000 1000.00| 725.00000 1450.00| 841.00000 1682.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 500.000 m2 | 1.00000 500.00| 1.50000 750.00| 1.60000 800.00 MULCHED SEEDING, U | | | 0024 621-06567 3.200 kL | 1.00000 3.20| 1.00000 3.20| 0.61000 1.95 WATER | | | 0025 621-06574 160.000 m2 | 5.75000 920.00| 10.00000 1600.00| 10.50000 1680.00 SODDING | | | 0026 702-51005 3.600 m3 | 600.00000 2160.00| 1500.00000 5400.00| 975.00000 3510.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 224.000 EACH| 6.50000 1456.00| 10.00000 2240.00| 6.00000 1344.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 3880.000 kg | 1.50000 5820.00| 1.50000 5820.00| 1.98000 7682.40 REINFORCING STEEL | | | 0029 703-51032 2250.000 kg | 2.00000 4500.00| 1.75000 3937.50| 2.42000 5445.00 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 36.000 EACH| 12.50000 450.00| 12.00000 432.00| 14.00000 504.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 706-05732 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1356.00000 5424.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 43.800 m | 135.00000 5913.00| 125.00000 5475.00| 152.00000 6657.60 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 2000.00000 2000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 309,592.48 ROUTE : SR 32 CALL ORDER : 280 CONTRACT ID : B -24956-A COUNTIES : RANDOLPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-51842 288.000 m2 | 75.00000 21600.00| 55.00000 15840.00| 46.00000 13248.00 BRIDGE DECK OVERLAY | | | 0035 722-51846 5.600 m3 | 395.00000 2212.00| 395.00000 2212.00| 395.00000 2212.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 65.000 m2 | 100.00000 6500.00| 72.00000 4680.00| 108.00000 7020.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 252.000 m2 | 7.50000 1890.00| 12.00000 3024.00| 15.00000 3780.00 SURFACE MILLING | | | 0038 801-06203 193.000 m | 1.60000 308.80| 1.00000 193.00| 1.04000 200.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1397.000 m | 3.30000 4610.10| 4.00000 5588.00| 3.61000 5043.17 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06605 3.000 EACH| 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 BARRICADE, IIIA | | | 0041 801-06640 28.000 EACH| 90.00000 2520.00| 70.00000 1960.00| 81.00000 2268.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 35.00000 140.00| 30.00000 120.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0044 806-01851 LUMP| 17500.00000 17500.00| 20000.00000 20000.00| 25500.00000 25500.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0045 808-06713 425.000 m | 0.75000 318.75| 0.50000 212.50| 0.55000 233.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 500.000 m | 0.75000 375.00| 0.50000 250.00| 0.55000 275.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 367.000 m | 2.50000 917.50| 2.00000 734.00| 1.90000 697.30 LINE, REMOVE | | | 0048 808-75998 6.000 EACH| 90.00000 540.00| 100.00000 600.00| 116.00000 696.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 234,820.80| $ 253,189.75| $ 259,291.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,820.80| $ 253,189.75| $ 259,291.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 309,592.48 ROUTE : SR 32 CALL ORDER : 280 CONTRACT ID : B -24956-A COUNTIES : RANDOLPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 900.00000 7200.00| 1600.00000 12800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 14375.00000 14375.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 155.000 m2 | 34.20000 5301.00| 20.00000 3100.00| PAVEMENT, REMOVE | | | 0005 202-02241 74.500 m | 33.00000 2458.50| 30.00000 2235.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 67800.00000 67800.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 252.000 m2 | 9.25000 2331.00| 15.00000 3780.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 10.000 m3 | 16.00000 160.00| 10.00000 100.00| EXCAVATION, COMMON | | | 0009 211-06467 10.000 m3 | 20.00000 200.00| 55.00000 550.00| AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 98.000 Mg | 18.00000 1764.00| 25.00000 2450.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1075.000 m2 | 0.20000 215.00| 0.18000 193.50| ASPHALT FOR TACK COAT | | | 0012 601-01522 2.000 EACH| 1650.00000 3300.00| 1500.00000 3000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 4950.00000 9900.00| 4500.00000 9000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 2.000 EACH| 3850.00000 7700.00| 3500.00000 7000.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 22.860 m | 85.00000 1943.10| 80.00000 1828.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 199.000 m | 79.00000 15721.00| 90.00000 17910.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06729 12.000 EACH| 10.00000 120.00| 12.00000 144.00| BARRIER DELINEATOR | | | 0018 610-05527 275.000 Mg | 110.00000 30250.00| 115.00000 31625.00| HMA FOR APPROACHES | | | 0019 610-06257 270.000 m2 | 51.45000 13891.50| 65.00000 17550.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 309,592.48 ROUTE : SR 32 CALL ORDER : 280 CONTRACT ID : B -24956-A COUNTIES : RANDOLPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 266.000 m2 | 2.85000 758.10| 3.25000 864.50| GEOTEXTILES | | | 0021 616-06405 175.000 Mg | 20.00000 3500.00| 24.00000 4200.00| RIPRAP, REVETMENT | | | 0022 621-01004 2.000 EACH| 795.00000 1590.00| 725.00000 1450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 500.000 m2 | 1.50000 750.00| 1.38000 690.00| MULCHED SEEDING, U | | | 0024 621-06567 3.200 kL | 0.55000 1.76| 0.53000 1.70| WATER | | | 0025 621-06574 160.000 m2 | 9.95000 1592.00| 9.05000 1448.00| SODDING | | | 0026 702-51005 3.600 m3 | 475.00000 1710.00| 1500.00000 5400.00| CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 224.000 EACH| 10.00000 2240.00| 9.00000 2016.00| FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 3880.000 kg | 1.20000 4656.00| 1.25000 4850.00| REINFORCING STEEL | | | 0029 703-51032 2250.000 kg | 1.35000 3037.50| 1.35000 3037.50| REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 36.000 EACH| 15.00000 540.00| 25.40000 914.40| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 706-05732 4.000 EACH| 1000.00000 4000.00| 1650.00000 6600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 43.800 m | 150.00000 6570.00| 295.00000 12921.00| CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 1760.00000 1760.00| 1600.00000 1600.00| SURFACE SEAL | | | 0034 722-51842 288.000 m2 | 50.00000 14400.00| 105.00000 30240.00| BRIDGE DECK OVERLAY | | | 0035 722-51846 5.600 m3 | 395.00000 2212.00| 395.00000 2212.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 65.000 m2 | 30.00000 1950.00| 90.00000 5850.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 252.000 m2 | 9.25000 2331.00| 9.50000 2394.00| SURFACE MILLING | | | 0038 801-06203 193.000 m | 1.00000 193.00| 2.25000 434.25| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0039 801-06207 1397.000 m | 3.40000 4749.80| 3.50000 4889.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 309,592.48 ROUTE : SR 32 CALL ORDER : 280 CONTRACT ID : B -24956-A COUNTIES : RANDOLPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1058755 |(5) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 3.000 EACH| 93.00000 279.00| 69.00000 207.00| BARRICADE, IIIA | | | 0041 801-06640 28.000 EACH| 75.00000 2100.00| 66.00000 1848.00| CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 32.00000 128.00| 40.00000 160.00| CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 4800.00000 4800.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0044 806-01851 LUMP| 16500.00000 16500.00| 22000.00000 22000.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0045 808-06713 425.000 m | 0.52000 221.00| 1.13000 480.25| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 500.000 m | 0.52000 260.00| 1.13000 565.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 367.000 m | 1.80000 660.60| 1.75000 642.25| LINE, REMOVE | | | 0048 808-75998 6.000 EACH| 110.00000 660.00| 110.00000 660.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 269,404.86| $ 288,716.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 269,404.86| $ 288,716.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : M790004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 283,694.11 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 335,259.65 118.1764% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 347,086.20 122.3452% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 351,089.43 123.7563% 5 35-1212938 ATLAS EXCAVATING, INC. $ 363,335.64 128.0730% 6 35-1609544 SCHUTT-LOOKABILL CO $ 374,281.37 131.9313% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 376,264.24 132.6302% 8 35-1058755 BAKER & SCHULTZ, INC. $ 378,278.16 133.3401% 9 35-1817530 PIONEER ASSOCIATES, INC. $ 397,241.10 140.0244% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 200.00000 1800.00| 1242.00000 11178.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| 5989.78000 5989.78 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 16750.00000 16750.00| 17182.98000 17182.98 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 121.000 m | 7.50000 907.50| 17.50000 2117.50| 9.38000 1134.98 GUARDRAIL, REMOVE | | | 0005 202-02279 156.000 m | 7.50000 1170.00| 24.00000 3744.00| 25.79000 4023.24 CURB AND GUTTER, REMOVE | | | 0006 202-51328 LUMP| 38000.00000 38000.00| 80000.00000 80000.00| 50745.35000 50745.35 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 400.000 m2 | 4.00000 1600.00| 6.00000 2400.00| 10.38000 4152.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 115.000 m3 | 20.00000 2300.00| 8.00000 920.00| 27.09000 3115.35 EXCAVATION, COMMON | | | 0009 213-52830 30.000 m3 | 100.00000 3000.00| 80.00000 2400.00| 229.30000 6879.00 FLOWABLE MORTAR | | | 0010 303-52308 98.000 Mg | 24.00000 2352.00| 16.00000 1568.00| 29.74000 2914.52 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1950.000 m2 | 0.12000 234.00| 0.10000 195.00| 0.11000 214.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-01522 4.000 EACH| 1250.00000 5000.00| 1150.00000 4600.00| 1145.87000 4583.48 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-02103 3.810 m | 75.00000 285.75| 65.00000 247.65| 52.30000 199.26 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0014 601-05999 1.000 EACH| 40.00000 40.00| 35.00000 35.00| 30.21000 30.21 CURVED TERMINAL END | | | 0015 601-06037 3.000 EACH| 575.00000 1725.00| 550.00000 1650.00| 640.65000 1921.95 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 60.960 m | 46.00000 2804.16| 45.00000 2743.20| 46.98000 2863.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06729 14.000 EACH| 7.50000 105.00| 5.00000 70.00| 8.33000 116.62 BARRIER DELINEATOR | | | 0019 605-95635 18.000 m | 35.00000 630.00| 32.00000 576.00| 81.59000 1468.62 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0020 610-05527 130.000 Mg | 130.00000 16900.00| 125.00000 16250.00| 125.17000 16272.10 HMA FOR APPROACHES | | | 0021 610-06257 266.000 m2 | 50.00000 13300.00| 65.00000 17290.00| 57.18000 15209.88 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 226.000 m2 | 2.50000 565.00| 2.50000 565.00| 3.41000 770.66 GEOTEXTILES | | | 0023 616-06405 132.000 Mg | 24.00000 3168.00| 18.00000 2376.00| 34.71000 4581.72 RIPRAP, REVETMENT | | | 0024 621-06567 3.000 kL | 1.00000 3.00| 1.00000 3.00| 3.94000 11.82 WATER | | | 0025 621-06574 115.000 m2 | 5.50000 632.50| 21.80000 2507.00| 23.67000 2722.05 SODDING | | | 0026 702-51005 31.900 m3 | 550.00000 17545.00| 600.00000 19140.00| 733.83000 23409.18 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 360.000 EACH| 7.00000 2520.00| 6.00000 2160.00| 9.05000 3258.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 4654.000 kg | 1.30000 6050.20| 1.20000 5584.80| 1.74000 8097.96 REINFORCING STEEL | | | 0029 703-51032 7865.000 kg | 1.40000 11011.00| 1.30000 10224.50| 1.86000 14628.90 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 74.000 EACH| 12.00000 888.00| 12.00000 888.00| 16.42000 1215.08 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 40.900 m3 | 400.00000 16360.00| 650.00000 26585.00| 439.11000 17959.60 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1250.04000 5000.16 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 706-51025 54.200 m | 130.00000 7046.00| 135.00000 7317.00| 169.91000 9209.12 CONCRETE, C, RAILING | | | 0034 707-06628 209.000 m2 | 275.00000 57475.00| 250.00000 52250.00| 322.06000 67310.54 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | CB, 533 mm X 1144 mm, MODIFIED | | | 0035 708-51813 9.000 m2 | 600.00000 5400.00| 680.00000 6120.00| 740.02000 6660.18 PNEUMATICALLY PLACED MORTAR | | | 0036 709-51821 LUMP| 1850.00000 1850.00| 1800.00000 1800.00| 1875.06000 1875.06 SURFACE SEAL | | | 0037 711-92500 56.000 EACH| 20.00000 1120.00| 25.00000 1400.00| 23.08000 1292.48 ANCHOR ROD | | | 0038 722-51842 293.000 m2 | 50.00000 14650.00| 45.00000 13185.00| 33.67000 9865.31 BRIDGE DECK OVERLAY | | | 0039 722-51846 2.600 m3 | 395.00000 1027.00| 395.00000 1027.00| 395.00000 1027.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 24.000 m2 | 100.00000 2400.00| 75.00000 1800.00| 46.39000 1113.36 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 79.000 m2 | 10.00000 790.00| 9.00000 711.00| 18.20000 1437.80 SURFACE MILLING | | | 0042 728-98377 LUMP| 1800.00000 1800.00| 2000.00000 2000.00| 1927.15000 1927.15 MASONRY COATING | | | 0043 801-04308 4.000 EACH| 350.00000 1400.00| 330.00000 1320.00| 343.76000 1375.04 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 100.00000 800.00| 95.00000 760.00| 98.96000 791.68 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 100.00000 400.00| 105.00000 420.00| 109.38000 437.52 BARRICADE, IIIB | | | 0046 801-06625 6.000 EACH| 90.00000 540.00| 95.00000 570.00| 98.96000 593.76 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 10.000 EACH| 100.00000 1000.00| 80.00000 800.00| 83.34000 833.40 CONSTRUCTION SIGN, A | | | 0048 808-06711 20.000 m | 1.50000 30.00| 10.00000 200.00| 10.43000 208.60 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0049 808-06714 500.000 m | 1.50000 750.00| 0.40000 200.00| 0.46000 230.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0050 808-75071 1.000 EACH| 250.00000 250.00| 220.00000 220.00| 229.17000 229.17 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0051 808-75073 1.000 EACH| 270.00000 270.00| 250.00000 250.00| 260.43000 260.43 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 605-06140 116.000 m | 37.50000 4350.00| 45.00000 5220.00| 71.59000 8304.44 CURB AND GUTTER, CONCRETE , COMBINED | | | 0053 702-61005 LUMP| 250.00000 250.00| 1500.00000 1500.00| 253.31000 253.31 EXTENSION OF CAST IRON DRAIN | | | SECTION TOTALS | $ 283,694.11| $ 335,259.65| $ 347,086.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,694.11| $ 335,259.65| $ 347,086.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1212938 |(6) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1200.00000 10800.00| 500.00000 4500.00| 1300.00000 11700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 6800.00000 6800.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 18500.00000 18500.00| 18700.00000 18700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 121.000 m | 10.00000 1210.00| 6.25000 756.25| 10.00000 1210.00 GUARDRAIL, REMOVE | | | 0005 202-02279 156.000 m | 10.00000 1560.00| 14.00000 2184.00| 9.84000 1535.04 CURB AND GUTTER, REMOVE | | | 0006 202-51328 LUMP| 60000.00000 60000.00| 86000.00000 86000.00| 85810.00000 85810.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 400.000 m2 | 8.00000 3200.00| 8.50000 3400.00| 9.20000 3680.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 115.000 m3 | 20.00000 2300.00| 22.00000 2530.00| 20.00000 2300.00 EXCAVATION, COMMON | | | 0009 213-52830 30.000 m3 | 100.00000 3000.00| 150.00000 4500.00| 100.00000 3000.00 FLOWABLE MORTAR | | | 0010 303-52308 98.000 Mg | 20.00000 1960.00| 21.50000 2107.00| 30.00000 2940.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1950.000 m2 | 0.12000 234.00| 0.15000 292.50| 0.11000 214.50 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1265.00000 5060.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-02103 3.810 m | 71.50000 272.41| 67.00000 255.27| 73.45000 279.84 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0014 601-05999 1.000 EACH| 38.50000 38.50| 40.00000 40.00| 40.00000 40.00 CURVED TERMINAL END | | | 0015 601-06037 3.000 EACH| 605.00000 1815.00| 575.00000 1725.00| 621.00000 1863.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 60.960 m | 49.50000 3017.52| 47.00000 2865.12| 50.85000 3099.82 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06729 14.000 EACH| 10.00000 140.00| 7.30000 102.20| 8.00000 112.00 BARRIER DELINEATOR | | | 0019 605-95635 18.000 m | 100.00000 1800.00| 39.00000 702.00| 50.00000 900.00 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0020 610-05527 130.000 Mg | 132.00000 17160.00| 130.00000 16900.00| 144.29000 18757.70 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1212938 |(6) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 266.000 m2 | 60.00000 15960.00| 49.00000 13034.00| 62.00000 16492.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 226.000 m2 | 4.00000 904.00| 4.60000 1039.60| 2.00000 452.00 GEOTEXTILES | | | 0023 616-06405 132.000 Mg | 22.00000 2904.00| 21.00000 2772.00| 25.00000 3300.00 RIPRAP, REVETMENT | | | 0024 621-06567 3.000 kL | 1.25000 3.75| 1.15000 3.45| 1.13000 3.39 WATER | | | 0025 621-06574 115.000 m2 | 25.00000 2875.00| 23.00000 2645.00| 24.63000 2832.45 SODDING | | | 0026 702-51005 31.900 m3 | 800.00000 25520.00| 600.00000 19140.00| 711.23000 22688.24 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 360.000 EACH| 10.00000 3600.00| 10.50000 3780.00| 6.00000 2160.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 4654.000 kg | 1.25000 5817.50| 1.50000 6981.00| 1.03000 4793.62 REINFORCING STEEL | | | 0029 703-51032 7865.000 kg | 1.35000 10617.75| 1.65000 12977.25| 1.22000 9595.30 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 74.000 EACH| 15.00000 1110.00| 18.00000 1332.00| 13.56000 1003.44 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 40.900 m3 | 800.00000 32720.00| 375.00000 15337.50| 616.25000 25204.63 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1000.00000 4000.00| 1300.00000 5200.00| 1356.00000 5424.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 54.200 m | 125.00000 6775.00| 190.00000 10298.00| 148.26000 8035.69 CONCRETE, C, RAILING | | | 0034 707-06628 209.000 m2 | 300.00000 62700.00| 340.00000 71060.00| 313.92000 65609.28 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | CB, 533 mm X 1144 mm, MODIFIED | | | 0035 708-51813 9.000 m2 | 800.00000 7200.00| 550.00000 4950.00| 770.00000 6930.00 PNEUMATICALLY PLACED MORTAR | | | 0036 709-51821 LUMP| 2500.00000 2500.00| 2100.00000 2100.00| 2090.00000 2090.00 SURFACE SEAL | | | 0037 711-92500 56.000 EACH| 26.00000 1456.00| 19.00000 1064.00| 35.00000 1960.00 ANCHOR ROD | | | 0038 722-51842 293.000 m2 | 50.00000 14650.00| 42.00000 12306.00| 57.51000 16850.43 BRIDGE DECK OVERLAY | | | 0039 722-51846 2.600 m3 | 395.00000 1027.00| 395.00000 1027.00| 395.00000 1027.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 24.000 m2 | 50.00000 1200.00| 115.00000 2760.00| 107.60000 2582.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1212938 |(6) 35-1609544 |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-60824 79.000 m2 | 10.00000 790.00| 10.50000 829.50| 9.20000 726.80 SURFACE MILLING | | | 0042 728-98377 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2050.00000 2050.00 MASONRY COATING | | | 0043 801-04308 4.000 EACH| 363.00000 1452.00| 315.00000 1260.00| 310.00000 1240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 104.50000 836.00| 110.00000 880.00| 96.00000 768.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 115.00000 460.00| 125.00000 500.00| 119.00000 476.00 BARRICADE, IIIB | | | 0046 801-06625 6.000 EACH| 104.50000 627.00| 95.00000 570.00| 85.00000 510.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 10.000 EACH| 88.00000 880.00| 115.00000 1150.00| 96.00000 960.00 CONSTRUCTION SIGN, A | | | 0048 808-06711 20.000 m | 11.00000 220.00| 11.00000 220.00| 1.64000 32.80 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0049 808-06714 500.000 m | 0.44000 220.00| 0.50000 250.00| 1.64000 820.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0050 808-75071 1.000 EACH| 242.00000 242.00| 240.00000 240.00| 254.00000 254.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0051 808-75073 1.000 EACH| 275.00000 275.00| 270.00000 270.00| 288.00000 288.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0052 605-06140 116.000 m | 30.00000 3480.00| 45.00000 5220.00| 40.00000 4640.00 CURB AND GUTTER, CONCRETE , COMBINED | | | 0053 702-61005 LUMP| 500.00000 500.00| 280.00000 280.00| 640.00000 640.00 EXTENSION OF CAST IRON DRAIN | | | SECTION TOTALS | $ 351,089.43| $ 363,335.64| $ 374,281.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 351,089.43| $ 363,335.64| $ 374,281.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1058755 |(9) 35-1817530 |BEATY CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 850.00000 7650.00| 900.00000 8100.00| 1600.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 63500.00000 63500.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 14700.00000 14700.00| 19200.00000 19200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 121.000 m | 13.50000 1633.50| 19.25000 2329.25| 17.50000 2117.50 GUARDRAIL, REMOVE | | | 0005 202-02279 156.000 m | 40.00000 6240.00| 9.20000 1435.20| 25.00000 3900.00 CURB AND GUTTER, REMOVE | | | 0006 202-51328 LUMP| 75749.00000 75749.00| 54300.00000 54300.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 400.000 m2 | 8.00000 3200.00| 6.25000 2500.00| 15.00000 6000.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 115.000 m3 | 16.50000 1897.50| 16.00000 1840.00| 10.00000 1150.00 EXCAVATION, COMMON | | | 0009 213-52830 30.000 m3 | 100.00000 3000.00| 115.00000 3450.00| 215.00000 6450.00 FLOWABLE MORTAR | | | 0010 303-52308 98.000 Mg | 30.00000 2940.00| 16.60000 1626.80| 25.00000 2450.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1950.000 m2 | 0.10000 195.00| 0.12000 234.00| 0.11000 214.50 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1350.00000 5400.00| 1265.00000 5060.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-02103 3.810 m | 48.50000 184.79| 71.00000 270.51| 65.00000 247.65 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0014 601-05999 1.000 EACH| 40.00000 40.00| 40.00000 40.00| 35.00000 35.00 CURVED TERMINAL END | | | 0015 601-06037 3.000 EACH| 710.00000 2130.00| 600.00000 1800.00| 550.00000 1650.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 60.960 m | 35.00000 2133.60| 50.00000 3048.00| 45.00000 2743.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06729 14.000 EACH| 7.00000 98.00| 10.00000 140.00| 20.00000 280.00 BARRIER DELINEATOR | | | 0019 605-95635 18.000 m | 45.00000 810.00| 59.00000 1062.00| 80.00000 1440.00 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0020 610-05527 130.000 Mg | 120.00000 15600.00| 130.00000 16900.00| 127.60000 16588.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1058755 |(9) 35-1817530 |BEATY CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 266.000 m2 | 60.00000 15960.00| 52.00000 13832.00| 65.00000 17290.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 226.000 m2 | 2.50000 565.00| 2.90000 655.40| 3.50000 791.00 GEOTEXTILES | | | 0023 616-06405 132.000 Mg | 35.00000 4620.00| 18.00000 2376.00| 20.50000 2706.00 RIPRAP, REVETMENT | | | 0024 621-06567 3.000 kL | 1.00000 3.00| 1.00000 3.00| 1.00000 3.00 WATER | | | 0025 621-06574 115.000 m2 | 25.00000 2875.00| 24.00000 2760.00| 21.80000 2507.00 SODDING | | | 0026 702-51005 31.900 m3 | 1100.00000 35090.00| 445.00000 14195.50| 865.00000 27593.50 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 360.000 EACH| 11.00000 3960.00| 11.00000 3960.00| 11.50000 4140.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 4654.000 kg | 1.15000 5352.10| 1.10000 5119.40| 1.50000 6981.00 REINFORCING STEEL | | | 0029 703-51032 7865.000 kg | 1.35000 10617.75| 1.25000 9831.25| 1.65000 12977.25 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 74.000 EACH| 12.00000 888.00| 11.00000 814.00| 16.00000 1184.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 40.900 m3 | 400.00000 16360.00| 475.00000 19427.50| 515.00000 21063.50 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH| 1400.00000 5600.00| 900.00000 3600.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 54.200 m | 200.00000 10840.00| 150.00000 8130.00| 190.00000 10298.00 CONCRETE, C, RAILING | | | 0034 707-06628 209.000 m2 | 300.00000 62700.00| 331.00000 69179.00| 375.00000 78375.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | CB, 533 mm X 1144 mm, MODIFIED | | | 0035 708-51813 9.000 m2 | 500.00000 4500.00| 745.00000 6705.00| 1655.00000 14895.00 PNEUMATICALLY PLACED MORTAR | | | 0036 709-51821 LUMP| 1700.00000 1700.00| 1850.00000 1850.00| 1680.00000 1680.00 SURFACE SEAL | | | 0037 711-92500 56.000 EACH| 35.00000 1960.00| 10.00000 560.00| 12.00000 672.00 ANCHOR ROD | | | 0038 722-51842 293.000 m2 | 54.00000 15822.00| 50.00000 14650.00| 85.00000 24905.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 2.600 m3 | 395.00000 1027.00| 395.00000 1027.00| 395.00000 1027.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 24.000 m2 | 100.00000 2400.00| 50.00000 1200.00| 210.00000 5040.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 290 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,999.98 ROUTE : WALNUT ST (MUNCIE) CALL ORDER : 290 CONTRACT ID : B -24957-A COUNTIES : DELAWARE LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1058755 |(9) 35-1817530 |BEATY CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-60824 79.000 m2 | 17.00000 1343.00| 7.25000 572.75| 15.00000 1185.00 SURFACE MILLING | | | 0042 728-98377 LUMP| 1850.00000 1850.00| 2100.00000 2100.00| 1840.00000 1840.00 MASONRY COATING | | | 0043 801-04308 4.000 EACH| 350.00000 1400.00| 300.00000 1200.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 105.00000 840.00| 93.00000 744.00| 150.00000 1200.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 125.00000 500.00| 115.00000 460.00| 150.00000 600.00 BARRICADE, IIIB | | | 0046 801-06625 6.000 EACH| 105.00000 630.00| 82.00000 492.00| 75.00000 450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 10.000 EACH| 90.00000 900.00| 93.00000 930.00| 95.00000 950.00 CONSTRUCTION SIGN, A | | | 0048 808-06711 20.000 m | 10.00000 200.00| 1.60000 32.00| 2.00000 40.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0049 808-06714 500.000 m | 0.40000 200.00| 1.60000 800.00| 2.00000 1000.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0050 808-75071 1.000 EACH| 220.00000 220.00| 247.00000 247.00| 200.00000 200.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0051 808-75073 1.000 EACH| 250.00000 250.00| 280.00000 280.00| 250.00000 250.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0052 605-06140 116.000 m | 90.00000 10440.00| 65.60000 7609.60| 52.00000 6032.00 CURB AND GUTTER, CONCRETE , COMBINED | | | 0053 702-61005 LUMP| 750.00000 750.00| 600.00000 600.00| 1500.00000 1500.00 EXTENSION OF CAST IRON DRAIN | | | SECTION TOTALS | $ 376,264.24| $ 378,278.16| $ 397,241.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,264.24| $ 378,278.16| $ 397,241.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0941006 0941007 0941008 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 962,000.00 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,020,625.90 106.0941% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 1,047,951.50 108.9346% 4 35-1212938 ATLAS EXCAVATING, INC. $ 1,066,977.25 110.9123% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,197,762.62 124.5075% 6 35-1523985 WIRTZ & YATES, INC. $ 1,257,689.93 130.7369% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 14.000 MOS | 850.00000 11900.00| 1100.00000 15400.00| 1832.50000 25655.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3028.71000 3028.71| 34000.00000 34000.00| 5015.87000 5015.87 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 48100.00000 48100.00| 50000.00000 50000.00| 54045.92000 54045.92 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 425.000 m2 | 5.39000 2290.75| 12.00000 5100.00| 16.17000 6872.25 PAVEMENT, REMOVE | | | 0005 202-02241 630.000 m | 2.40000 1512.00| 2.40000 1512.00| 2.40000 1512.00 GUARDRAIL, REMOVE | | | 0006 202-51133 610.000 m | 2.40000 1464.00| 1.00000 610.00| 4.99000 3043.90 RAILING, REMOVE | | | 0007 202-51328 LUMP| 11500.00000 11500.00| 40000.00000 40000.00| 20370.54000 20370.54 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0008 202-51328 LUMP| 11500.00000 11500.00| 40000.00000 40000.00| 20370.54000 20370.54 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0009 202-51328 LUMP| 11500.00000 11500.00| 40000.00000 40000.00| 20370.54000 20370.54 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0010 202-51328 LUMP| 11500.00000 11500.00| 40000.00000 40000.00| 20370.54000 20370.54 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-51368 447.000 m2 | 15.95000 7129.65| 5.00000 2235.00| 15.02000 6713.94 SLOPEWALL, REMOVE | | | 0012 202-60820 2460.000 m2 | 1.34000 3296.40| 3.75000 9225.00| 3.88000 9544.80 SURFACE MILLING, ASPHALT | | | 0013 202-60822 2975.000 m2 | 3.97000 11810.75| 4.90000 14577.50| 5.93000 17641.75 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0014 202-99187 150.000 m | 6.40000 960.00| 4.85000 727.50| 20.27000 3040.50 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 380.000 m3 | 12.43000 4723.40| 20.70000 7866.00| 13.21000 5019.80 EXCAVATION, COMMON | | | 0016 205-02224 620.000 m | 5.60000 3472.00| 5.60000 3472.00| 5.60000 3472.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 213-52830 5.000 m3 | 184.16000 920.80| 180.00000 900.00| 271.85000 1359.25 FLOWABLE MORTAR | | | 0018 303-52308 807.000 Mg | 11.55000 9320.85| 17.95000 14485.65| 19.98000 16123.86 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-52309 205.000 Mg | 11.55000 2367.75| 17.75000 3638.75| 31.06000 6367.30 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 402-05477 200.000 Mg | 76.00000 15200.00| 80.00000 16000.00| 76.00000 15200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 205.000 Mg | 60.00000 12300.00| 72.00000 14760.00| 60.00000 12300.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1080.000 m2 | 2.50000 2700.00| 9.75000 10530.00| 2.50000 2700.00 SEAL COAT, 2 | | | 0023 405-05518 1080.000 m2 | 1.35000 1458.00| 1.40000 1512.00| 1.35000 1458.00 ASPHALT FOR PRIME COAT | | | 0024 406-05521 2475.000 m2 | 1.00000 2475.00| 0.65000 1608.75| 1.00000 2475.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 16.000 EACH| 1200.00000 19200.00| 1200.00000 19200.00| 1200.00000 19200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-06037 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 342.900 m | 33.40000 11452.86| 33.40000 11452.86| 33.40000 11452.86 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99132 14.000 EACH| 100.00000 1400.00| 100.00000 1400.00| 100.00000 1400.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 602-06729 32.000 EACH| 8.96000 286.72| 6.00000 192.00| 5.00000 160.00 BARRIER DELINEATOR | | | 0031 603-06040 150.000 m | 44.00000 6600.00| 44.00000 6600.00| 44.00000 6600.00 FENCE, FARM FIELD, 1190 mm | | | 0033 605-05523 91.000 m | 20.00000 1820.00| 27.80000 2529.80| 20.00000 1820.00 CURB, HMA | | | 0034 610-06257 704.200 m2 | 47.40000 33379.08| 51.63000 36357.85| 77.41000 54512.12 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 616-02320 1260.000 m2 | 2.15000 2709.00| 2.60000 3276.00| 2.80000 3528.00 GEOTEXTILES | | | 0036 616-06405 705.000 Mg | 61.79000 43561.95| 23.95000 16884.75| 25.13000 17716.65 RIPRAP, REVETMENT | | | 0037 616-51367 447.000 m2 | 46.25000 20673.75| 55.00000 24585.00| 62.44000 27910.68 SLOPEWALL, CONCRETE, 100 mm | | | 0038 619-04414 4.000 EACH| 29.11000 116.44| 130.00000 520.00| 314.70000 1258.80 DRAIN EXTENSION | | | 0039 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 1 | | | 0041 621-06575 1335.000 m2 | 7.70000 10279.50| 7.70000 10279.50| 8.40000 11214.00 SODDING, NURSERY | | | 0042 702-51863 5797.000 EACH| 4.62000 26782.14| 6.00000 34782.00| 3.55000 20579.35 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 8463.000 kg | 1.08000 9140.04| 1.10000 9309.30| 1.22000 10324.86 REINFORCING STEEL | | | 0044 703-51032 24089.000 kg | 1.22000 29388.58| 1.25000 30111.25| 1.31000 31556.59 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 12.800 m3 | 633.14000 8104.19| 1500.00000 19200.00| 1521.29000 19472.51 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 16.000 EACH| 804.40000 12870.40| 1000.00000 16000.00| 1000.00000 16000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51025 574.400 m | 97.98000 56279.71| 118.10000 67836.64| 118.10000 67836.64 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 1431.99000 1431.99| 2467.00000 2467.00| 1432.00000 1432.00 SURFACE SEAL , STR NO 1 | | | 0049 709-51821 LUMP| 1316.85000 1316.85| 2153.00000 2153.00| 1317.00000 1317.00 SURFACE SEAL , STR NO 2 | | | 0050 709-51821 LUMP| 1316.85000 1316.85| 2107.00000 2107.00| 1317.00000 1317.00 SURFACE SEAL , STR NO 3 | | | 0051 709-51821 LUMP| 1316.85000 1316.85| 2107.00000 2107.00| 1317.00000 1317.00 SURFACE SEAL , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 710-51870 2.000 m2 | 1500.00000 3000.00| 400.00000 800.00| 634.12000 1268.24 REPOINTING MASONRY IN STRUCTURES | | | 0053 711-51035 104.000 kg | 85.91000 8934.64| 35.00000 3640.00| 127.88000 13299.52 STRUCTURAL STEEL | | | 0054 711-51877 LUMP| 24269.97000 24269.97| 50000.00000 50000.00| 17472.19000 17472.19 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0056 720-96995 12.000 EACH| 583.34000 7000.08| 250.00000 3000.00| 281.69000 3380.28 CLEAN INLET | | | 0057 722-51401 20.000 m2 | 353.67000 7073.40| 250.00000 5000.00| 477.98000 9559.60 BRIDGE DECK PATCHING, FULL DEPTH | | | 0058 722-51842 2975.000 m2 | 45.28000 134708.00| 41.00000 121975.00| 33.69000 100227.75 BRIDGE DECK OVERLAY | | | 0059 722-51846 4.000 m3 | 395.00000 1580.00| 395.00000 1580.00| 395.00000 1580.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0060 722-51852 550.000 m2 | 111.57000 61363.50| 57.00000 31350.00| 158.04000 86922.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0061 724-03276 93.400 m | 250.00000 23350.00| 250.00000 23350.00| 185.46000 17321.96 EXPANSION JOINT SEALING SYSTEM | | | 0062 801-01093 32.000 EACH| 500.00000 16000.00| 1.00000 32.00| 500.00000 16000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0063 801-04308 18.000 EACH| 300.00000 5400.00| 1.00000 18.00| 300.00000 5400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 32.000 EACH| 120.00000 3840.00| 1.00000 32.00| 120.00000 3840.00 BARRICADE, IIIA | | | 0065 801-06606 64.000 EACH| 155.00000 9920.00| 1.00000 64.00| 155.00000 9920.00 BARRICADE, IIIB | | | 0066 801-06625 93.000 EACH| 79.00000 7347.00| 1.00000 93.00| 79.00000 7347.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 182.000 EACH| 69.00000 12558.00| 1.00000 182.00| 69.00000 12558.00 CONSTRUCTION SIGN, A | | | 0068 801-06710 480.000 DAY | 17.00000 8160.00| 1.00000 480.00| 17.00000 8160.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 38196.85000 38196.85| 25000.00000 25000.00| 32527.45000 32527.45 MAINTAINING TRAFFIC | | | 0070 801-09133 8.000 EACH| 2800.00000 22400.00| 1.00000 8.00| 2800.00000 22400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0071 808-06713 1265.000 m | 0.51000 645.15| 0.10000 126.50| 0.82000 1037.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 1265.000 m | 0.51000 645.15| 0.10000 126.50| 0.82000 1037.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 603-92636 294.700 m | 74.00000 21807.80| 74.00000 21807.80| 74.00000 21807.80 FENCE, CHAIN LINK, 1830 mm | | | 0076 105-04655 8.000 MOS | 504.00000 4032.00| 212.50000 1700.00| 393.75000 3150.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0077 202-03135 6.200 m2 | 216.61000 1342.98| 150.00000 930.00| 645.16000 3999.99 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0078 619-61505 LUMP| 8400.00000 8400.00| 8400.00000 8400.00| 8400.00000 8400.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 1| | | 0079 619-61505 LUMP| 8400.00000 8400.00| 8400.00000 8400.00| 8400.00000 8400.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 2| | | 0080 619-61505 LUMP| 8400.00000 8400.00| 8400.00000 8400.00| 8400.00000 8400.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 3| | | 0081 619-61505 LUMP| 8400.00000 8400.00| 8400.00000 8400.00| 8400.00000 8400.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 4| | | 0082 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 2 | | | 0083 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 3 | | | 0084 619-93423 LUMP| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 POLLUTION CONTROL , STR NO 4 | | | 0085 202-96479 84.000 EACH| 111.53000 9368.52| 55.00000 4620.00| 18.64000 1565.76 BOLT, REMOVE | | | SECTION TOTALS | $ 962,000.00| $ 1,020,625.90| $ 1,047,951.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 962,000.00| $ 1,020,625.90| $ 1,047,951.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1523985 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 14.000 MOS | 500.00000 7000.00| 1800.00000 25200.00| 1500.00000 21000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 54000.00000 54000.00| 60000.00000 60000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 425.000 m2 | 12.50000 5312.50| 15.00000 6375.00| 12.00000 5100.00 PAVEMENT, REMOVE | | | 0005 202-02241 630.000 m | 5.50000 3465.00| 2.40000 1512.00| 3.40000 2142.00 GUARDRAIL, REMOVE | | | 0006 202-51133 610.000 m | 10.00000 6100.00| 13.00000 7930.00| 13.12000 8003.20 RAILING, REMOVE | | | 0007 202-51328 LUMP| 51000.00000 51000.00| 41941.68000 41941.68| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0008 202-51328 LUMP| 46000.00000 46000.00| 41941.68000 41941.68| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0009 202-51328 LUMP| 46000.00000 46000.00| 41941.68000 41941.68| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0010 202-51328 LUMP| 46000.00000 46000.00| 41941.68000 41941.68| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0011 202-51368 447.000 m2 | 16.00000 7152.00| 13.00000 5811.00| 23.89000 10678.83 SLOPEWALL, REMOVE | | | 0012 202-60820 2460.000 m2 | 4.70000 11562.00| 7.00000 17220.00| 8.00000 19680.00 SURFACE MILLING, ASPHALT | | | 0013 202-60822 2975.000 m2 | 4.10000 12197.50| 7.00000 20825.00| 8.00000 23800.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0014 202-99187 150.000 m | 4.60000 690.00| 12.00000 1800.00| 32.80000 4920.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 380.000 m3 | 26.00000 9880.00| 20.00000 7600.00| 13.08000 4970.40 EXCAVATION, COMMON | | | 0016 205-02224 620.000 m | 6.00000 3720.00| 5.60000 3472.00| 7.00000 4340.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 213-52830 5.000 m3 | 375.00000 1875.00| 175.00000 875.00| 210.00000 1050.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1523985 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-52308 807.000 Mg | 19.00000 15333.00| 22.00000 17754.00| 18.00000 14526.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-52309 205.000 Mg | 23.00000 4715.00| 22.00000 4510.00| 18.74000 3841.70 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0020 402-05477 200.000 Mg | 80.00000 16000.00| 75.00000 15000.00| 88.00000 17600.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 205.000 Mg | 65.00000 13325.00| 70.00000 14350.00| 70.00000 14350.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1080.000 m2 | 2.80000 3024.00| 8.00000 8640.00| 3.00000 3240.00 SEAL COAT, 2 | | | 0023 405-05518 1080.000 m2 | 1.50000 1620.00| 0.75000 810.00| 1.50000 1620.00 ASPHALT FOR PRIME COAT | | | 0024 406-05521 2475.000 m2 | 1.10000 2722.50| 0.45000 1113.75| 1.25000 3093.75 ASPHALT FOR TACK COAT | | | 0025 601-01522 16.000 EACH| 1300.00000 20800.00| 1200.00000 19200.00| 1220.00000 19520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 1.000 EACH| 1900.00000 1900.00| 1800.00000 1800.00| 1980.00000 1980.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-06037 1.000 EACH| 625.00000 625.00| 600.00000 600.00| 750.00000 750.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 342.900 m | 35.50000 12172.95| 34.00000 11658.60| 36.74000 12598.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99132 14.000 EACH| 115.00000 1610.00| 100.00000 1400.00| 140.00000 1960.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0030 602-06729 32.000 EACH| 7.30000 233.60| 10.00000 320.00| 12.00000 384.00 BARRIER DELINEATOR | | | 0031 603-06040 150.000 m | 46.00000 6900.00| 44.00000 6600.00| 50.00000 7500.00 FENCE, FARM FIELD, 1190 mm | | | 0033 605-05523 91.000 m | 22.50000 2047.50| 40.00000 3640.00| 82.42000 7500.22 CURB, HMA | | | 0034 610-06257 704.200 m2 | 44.00000 30984.80| 60.00000 42252.00| 60.00000 42252.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 616-02320 1260.000 m2 | 4.50000 5670.00| 3.00000 3780.00| 4.19000 5279.40 GEOTEXTILES | | | 0036 616-06405 705.000 Mg | 26.50000 18682.50| 30.00000 21150.00| 24.00000 16920.00 RIPRAP, REVETMENT | | | 0037 616-51367 447.000 m2 | 36.00000 16092.00| 60.00000 26820.00| 71.00000 31737.00 SLOPEWALL, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1523985 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 619-04414 4.000 EACH| 100.00000 400.00| 150.00000 600.00| 500.00000 2000.00 DRAIN EXTENSION | | | 0039 619-93423 LUMP| 1600.00000 1600.00| 300.00000 300.00| 2700.00000 2700.00 POLLUTION CONTROL , STR NO 1 | | | 0041 621-06575 1335.000 m2 | 8.00000 10680.00| 11.00000 14685.00| 9.00000 12015.00 SODDING, NURSERY | | | 0042 702-51863 5797.000 EACH| 8.50000 49274.50| 5.00000 28985.00| 6.00000 34782.00 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51030 8463.000 kg | 1.45000 12271.35| 1.75000 14810.25| 1.10000 9309.30 REINFORCING STEEL | | | 0044 703-51032 24089.000 kg | 1.65000 39746.85| 1.70000 40951.30| 1.40000 33724.60 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 12.800 m3 | 750.00000 9600.00| 3000.00000 38400.00| 1593.00000 20390.40 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 16.000 EACH| 1300.00000 20800.00| 900.00000 14400.00| 1100.00000 17600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51025 574.400 m | 150.00000 86160.00| 125.00000 71800.00| 131.20000 75361.28 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| 3500.00000 3500.00 SURFACE SEAL , STR NO 1 | | | 0049 709-51821 LUMP| 3700.00000 3700.00| 1500.00000 1500.00| 3300.00000 3300.00 SURFACE SEAL , STR NO 2 | | | 0050 709-51821 LUMP| 3700.00000 3700.00| 1500.00000 1500.00| 3100.00000 3100.00 SURFACE SEAL , STR NO 3 | | | 0051 709-51821 LUMP| 3700.00000 3700.00| 1500.00000 1500.00| 3100.00000 3100.00 SURFACE SEAL , STR NO 4 | | | 0052 710-51870 2.000 m2 | 600.00000 1200.00| 1250.00000 2500.00| 60.00000 120.00 REPOINTING MASONRY IN STRUCTURES | | | 0053 711-51035 104.000 kg | 50.00000 5200.00| 230.00000 23920.00| 50.00000 5200.00 STRUCTURAL STEEL | | | 0054 711-51877 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 20000.00000 20000.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0056 720-96995 12.000 EACH| 400.00000 4800.00| 50.00000 600.00| 300.00000 3600.00 CLEAN INLET | | | 0057 722-51401 20.000 m2 | 305.00000 6100.00| 400.00000 8000.00| 215.00000 4300.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0058 722-51842 2975.000 m2 | 35.00000 104125.00| 40.00000 119000.00| 45.00000 133875.00 BRIDGE DECK OVERLAY | | | 0059 722-51846 4.000 m3 | 395.00000 1580.00| 395.00000 1580.00| 395.00000 1580.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0060 722-51852 550.000 m2 | 115.00000 63250.00| 125.00000 68750.00| 86.00000 47300.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1523985 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 724-03276 93.400 m | 215.00000 20081.00| 225.00000 21015.00| 170.00000 15878.00 EXPANSION JOINT SEALING SYSTEM | | | 0062 801-01093 32.000 EACH| 1.00000 32.00| 500.00000 16000.00| 600.00000 19200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0063 801-04308 18.000 EACH| 1.00000 18.00| 300.00000 5400.00| 200.00000 3600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 32.000 EACH| 1.00000 32.00| 120.00000 3840.00| 100.00000 3200.00 BARRICADE, IIIA | | | 0065 801-06606 64.000 EACH| 1.00000 64.00| 155.00000 9920.00| 110.00000 7040.00 BARRICADE, IIIB | | | 0066 801-06625 93.000 EACH| 1.00000 93.00| 79.00000 7347.00| 110.00000 10230.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 182.000 EACH| 1.00000 182.00| 69.00000 12558.00| 100.00000 18200.00 CONSTRUCTION SIGN, A | | | 0068 801-06710 480.000 DAY | 12.00000 5760.00| 17.00000 8160.00| 16.00000 7680.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | 0070 801-09133 8.000 EACH| 1.00000 8.00| 2800.00000 22400.00| 2667.00000 21336.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0071 808-06713 1265.000 m | 0.45000 569.25| 0.80000 1012.00| 1.40000 1771.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 1265.000 m | 0.45000 569.25| 0.80000 1012.00| 1.40000 1771.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 603-92636 294.700 m | 78.00000 22986.60| 60.00000 17682.00| 51.00000 15029.70 FENCE, CHAIN LINK, 1830 mm | | | 0076 105-04655 8.000 MOS | 500.00000 4000.00| 250.00000 2000.00| 2000.00000 16000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0077 202-03135 6.200 m2 | 63.00000 390.60| 350.00000 2170.00| 1000.00000 6200.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0078 619-61505 LUMP| 9500.00000 9500.00| 9000.00000 9000.00| 12000.00000 12000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 1| | | 0079 619-61505 LUMP| 9500.00000 9500.00| 9000.00000 9000.00| 15000.00000 15000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 2| | | 0080 619-61505 LUMP| 9500.00000 9500.00| 9000.00000 9000.00| 15000.00000 15000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 3| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 300 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,196,824.35 ROUTE : I-94 CALL ORDER : 300 CONTRACT ID : B -24959-A COUNTIES : LAPORTE LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0918397 |(6) 35-1523985 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 619-61505 LUMP| 9500.00000 9500.00| 9000.00000 9000.00| 15000.00000 15000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 4| | | 0082 619-93423 LUMP| 1600.00000 1600.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 2 | | | 0083 619-93423 LUMP| 1600.00000 1600.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 3 | | | 0084 619-93423 LUMP| 1600.00000 1600.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR NO 4 | | | 0085 202-96479 84.000 EACH| 13.00000 1092.00| 20.00000 1680.00| 40.00000 3360.00 BOLT, REMOVE | | | SECTION TOTALS | $ 1,066,977.25| $ 1,197,762.62| $ 1,257,689.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,066,977.25| $ 1,197,762.62| $ 1,257,689.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,590.92 ROUTE : SR 121 CALL ORDER : 310 CONTRACT ID : B -24966-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3924008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 260,984.50 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 263,746.40 101.0582% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 314,807.52 120.6230% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 316,300.00 121.1949% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| 500.00000 5000.00| 1000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12500.00000 12500.00| 12750.00000 12750.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 4500.00000 4500.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 160.000 m2 | 40.00000 6400.00| 24.00000 3840.00| 35.00000 5600.00 PAVEMENT, REMOVE | | | 0006 202-02241 84.400 m | 25.00000 2110.00| 10.00000 844.00| 24.00000 2025.60 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 20000.00000 20000.00| 32000.00000 32000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 550.000 m2 | 12.00000 6600.00| 6.50000 3575.00| 8.00000 4400.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 245.000 m2 | 8.00000 1960.00| 6.50000 1592.50| 8.00000 1960.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 10.000 m3 | 153.00000 1530.00| 35.00000 350.00| 100.00000 1000.00 EXCAVATION, COMMON | | | 0011 203-02080 0.480 km | 2100.00000 1008.00| 16000.00000 7680.00| 7500.00000 3600.00 LINEAR GRADING | | | 0012 303-52308 56.000 Mg | 35.00000 1960.00| 24.00000 1344.00| 35.00000 1960.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 406-05521 740.000 m2 | 0.10000 74.00| 0.30000 222.00| 0.10000 74.00 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 2000.00000 8000.00| 2250.00000 9000.00| 1850.00000 7400.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,590.92 ROUTE : SR 121 CALL ORDER : 310 CONTRACT ID : B -24966-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-04746 2.000 EACH| 6700.00000 13400.00| 5500.00000 11000.00| 6700.00000 13400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-99132 4.000 EACH| 100.00000 400.00| 140.00000 560.00| 100.00000 400.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0017 602-06639 253.000 m | 65.00000 16445.00| 60.00000 15180.00| 105.00000 26565.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06729 22.000 EACH| 8.50000 187.00| 8.00000 176.00| 8.50000 187.00 BARRIER DELINEATOR | | | 0019 610-05527 183.000 Mg | 170.00000 31110.00| 120.00000 21960.00| 143.25000 26214.75 HMA FOR APPROACHES | | | 0020 610-06257 152.000 m2 | 60.00000 9120.00| 57.50000 8740.00| 95.00000 14440.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 616-02320 48.000 m2 | 4.00000 192.00| 3.50000 168.00| 3.00000 144.00 GEOTEXTILES | | | 0022 616-06405 48.000 Mg | 60.00000 2880.00| 35.00000 1680.00| 70.00000 3360.00 RIPRAP, REVETMENT | | | 0023 616-95754 14.000 m | 18.00000 252.00| 15.00000 210.00| 70.00000 980.00 PAVED SIDE DITCH, BREAK | | | 0024 621-01004 1.000 EACH| 300.00000 300.00| 400.00000 400.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 50.000 m2 | 4.00000 200.00| 2.00000 100.00| 3.92000 196.00 MULCHED SEEDING, R | | | 0026 621-06567 1.000 kL | 1.00000 1.00| 1.00000 1.00| 0.53000 0.53 WATER | | | 0027 621-06574 40.000 m2 | 28.00000 1120.00| 6.50000 260.00| 25.75000 1030.00 SODDING | | | 0028 702-51863 112.000 EACH| 8.00000 896.00| 7.50000 840.00| 16.50000 1848.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 2068.000 kg | 1.50000 3102.00| 1.80000 3722.40| 1.50000 3102.00 REINFORCING STEEL | | | 0030 703-51032 3204.000 kg | 1.50000 4806.00| 2.00000 6408.00| 1.75000 5607.00 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 22.000 EACH| 15.00000 330.00| 16.00000 352.00| 15.00000 330.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 706-05732 4.000 EACH| 1000.00000 4000.00| 1300.00000 5200.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 93.400 m | 125.00000 11675.00| 140.00000 13076.00| 200.00000 18680.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,590.92 ROUTE : SR 121 CALL ORDER : 310 CONTRACT ID : B -24966-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 2000.00000 2000.00| 1800.00000 1800.00| 1740.00000 1740.00 SURFACE SEAL | | | 0035 720-04682 2.000 EACH| 250.00000 500.00| 300.00000 600.00| 3000.00000 6000.00 INLET | | | 0036 722-51401 25.000 m2 | 165.00000 4125.00| 240.00000 6000.00| 450.00000 11250.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 550.000 m2 | 52.00000 28600.00| 57.50000 31625.00| 80.00000 44000.00 BRIDGE DECK OVERLAY | | | 0038 722-51846 4.400 m3 | 395.00000 1738.00| 395.00000 1738.00| 395.00000 1738.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 50.000 m2 | 70.00000 3500.00| 120.00000 6000.00| 125.00000 6250.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0040 801-06203 190.000 m | 1.00000 190.00| 1.60000 304.00| 1.18000 224.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1330.000 m | 3.25000 4322.50| 3.30000 4389.00| 2.92000 3883.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 20.000 EACH| 95.00000 1900.00| 120.00000 2400.00| 50.00000 1000.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 45.00000 90.00| 35.00000 70.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 13100.00000 13100.00| 9500.00000 9500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0045 806-01851 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 17500.00000 17500.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0046 808-06712 83.000 m | 2.00000 166.00| 1.50000 124.50| 1.38000 114.54 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 660.000 m | 0.75000 495.00| 1.50000 990.00| 1.38000 910.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06716 550.000 m | 2.00000 1100.00| 2.50000 1375.00| 1.55000 852.50 LINE, REMOVE | | | 0049 808-75998 6.000 EACH| 100.00000 600.00| 100.00000 600.00| 165.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 260,984.50| $ 263,746.40| $ 314,807.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 260,984.50| $ 263,746.40| $ 314,807.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,590.92 ROUTE : SR 121 CALL ORDER : 310 CONTRACT ID : B -24966-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1250.00000 12500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15800.00000 15800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6300.00000 6300.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 160.000 m2 | 22.00000 3520.00| | PAVEMENT, REMOVE | | | 0006 202-02241 84.400 m | 11.50000 970.60| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 14517.10000 14517.10| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 550.000 m2 | 16.00000 8800.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 245.000 m2 | 20.00000 4900.00| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 10.000 m3 | 100.00000 1000.00| | EXCAVATION, COMMON | | | 0011 203-02080 0.480 km | 4000.00000 1920.00| | LINEAR GRADING | | | 0012 303-52308 56.000 Mg | 40.00000 2240.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 406-05521 740.000 m2 | 0.10000 74.00| | ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1550.00000 6200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 7450.00000 14900.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-99132 4.000 EACH| 110.00000 440.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0017 602-06639 253.000 m | 126.00000 31878.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06729 22.000 EACH| 7.50000 165.00| | BARRIER DELINEATOR | | | 0019 610-05527 183.000 Mg | 143.25000 26214.75| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,590.92 ROUTE : SR 121 CALL ORDER : 310 CONTRACT ID : B -24966-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 152.000 m2 | 120.00000 18240.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 616-02320 48.000 m2 | 17.50000 840.00| | GEOTEXTILES | | | 0022 616-06405 48.000 Mg | 65.00000 3120.00| | RIPRAP, REVETMENT | | | 0023 616-95754 14.000 m | 100.00000 1400.00| | PAVED SIDE DITCH, BREAK | | | 0024 621-01004 1.000 EACH| 320.00000 320.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 50.000 m2 | 4.15000 207.50| | MULCHED SEEDING, R | | | 0026 621-06567 1.000 kL | 1.00000 1.00| | WATER | | | 0027 621-06574 40.000 m2 | 27.00000 1080.00| | SODDING | | | 0028 702-51863 112.000 EACH| 20.00000 2240.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 2068.000 kg | 1.85000 3825.80| | REINFORCING STEEL | | | 0030 703-51032 3204.000 kg | 2.00000 6408.00| | REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 22.000 EACH| 35.00000 770.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 706-05732 4.000 EACH| 1550.00000 6200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 93.400 m | 140.00000 13076.00| | CONCRETE, C, RAILING | | | 0034 709-51821 LUMP| 1900.00000 1900.00| | SURFACE SEAL | | | 0035 720-04682 2.000 EACH| 1000.00000 2000.00| | INLET | | | 0036 722-51401 25.000 m2 | 500.00000 12500.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 550.000 m2 | 80.00000 44000.00| | BRIDGE DECK OVERLAY | | | 0038 722-51846 4.400 m3 | 395.00000 1738.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 50.000 m2 | 130.00000 6500.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,590.92 ROUTE : SR 121 CALL ORDER : 310 CONTRACT ID : B -24966-A COUNTIES : FRANKLIN LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06203 190.000 m | 1.10000 209.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1330.000 m | 3.30000 4389.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 20.000 EACH| 100.00000 2000.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 37.00000 74.00| | CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 9250.00000 9250.00| | MAINTAINING TRAFFIC | | | 0045 806-01851 LUMP| 16000.00000 16000.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0046 808-06712 83.000 m | 2.25000 186.75| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 660.000 m | 0.55000 363.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06716 550.000 m | 1.75000 962.50| | LINE, REMOVE | | | 0049 808-75998 6.000 EACH| 110.00000 660.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 316,300.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,300.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B029022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 473,516.93 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 498,364.05 105.2473% 3 34-0431080 NORRIS BROTHERS CO $ 519,771.68 109.7683% 4 35-1609544 SCHUTT-LOOKABILL CO $ 521,173.48 110.0643% 5 35-1310611 ROBERTSON, DUNCAN, INC. $ 523,985.06 110.6581% 6 35-1212938 ATLAS EXCAVATING, INC. $ 605,658.55 127.9064% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 609,602.73 128.7393% 8 35-1673827 HENDERSON, H.E., INC. $ 642,833.31 135.7571% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 34-0431080 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 798.00000 4788.00| 2100.00000 12600.00| 1400.00000 8400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11600.00000 11600.00| 9400.00000 9400.00| 10200.00000 10200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13204.60000 13204.60| 24800.00000 24800.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4065.60000 4065.60| 13500.00000 13500.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 125.000 m2 | 11.22000 1402.50| 26.00000 3250.00| 15.00000 1875.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 9723.56000 9723.56| 19580.00000 19580.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 502.000 m2 | 12.00000 6024.00| 7.25000 3639.50| 12.00000 6024.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 628.000 m3 | 32.15000 20190.20| 14.00000 8792.00| 35.00000 21980.00 EXCAVATION, COMMON | | | 0009 203-02070 1266.000 m3 | 19.79000 25054.14| 21.00000 26586.00| 16.00000 20256.00 BORROW | | | 0010 205-02224 1062.000 m | 5.10000 5416.20| 5.10000 5416.20| 6.00000 6372.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 126.700 m3 | 18.15000 2299.61| 31.00000 3927.70| 22.00000 2787.40 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 34-0431080 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 213-52830 275.600 m3 | 70.81000 19515.24| 65.00000 17914.00| 85.00000 23426.00 FLOWABLE MORTAR | | | 0013 303-52308 50.100 Mg | 24.97000 1251.00| 41.00000 2054.10| 19.00000 951.90 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 1248.300 Mg | 34.90000 43565.67| 34.90000 43565.67| 38.00000 47435.40 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 378.300 Mg | 38.10000 14413.23| 38.10000 14413.23| 40.75000 15415.73 HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 319.700 Mg | 38.80000 12404.36| 38.80000 12404.36| 41.00000 13107.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 443.300 Mg | 43.90000 19460.87| 43.90000 19460.87| 46.50000 20613.45 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 590.700 Mg | 35.50000 20969.85| 35.50000 20969.85| 38.00000 22446.60 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 1791.000 m2 | 1.80000 3223.80| 1.80000 3223.80| 2.00000 3582.00 SEAL COAT, 2 | | | 0020 406-05520 3.200 Mg | 870.00000 2784.00| 870.00000 2784.00| 919.00000 2940.80 ASPHALT FOR TACK COAT | | | 0021 601-02636 22.860 m | 38.00000 868.68| 38.00000 868.68| 42.00000 960.12 GUARDRAIL, W BEAM, NESTED | | | 0022 601-02800 4.000 EACH| 795.00000 3180.00| 795.00000 3180.00| 850.00000 3400.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-06037 8.000 EACH| 525.00000 4200.00| 525.00000 4200.00| 570.00000 4560.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 232.420 m | 32.00000 7437.44| 32.00000 7437.44| 35.00000 8134.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 605-06120 7.600 m | 99.00000 752.40| 43.00000 326.80| 95.00000 722.00 CURB, CONCRETE | | | 0026 610-05527 18.200 Mg | 120.00000 2184.00| 120.00000 2184.00| 130.00000 2366.00 HMA FOR APPROACHES | | | 0027 616-02320 463.300 m2 | 3.65000 1691.05| 3.50000 1621.55| 2.10000 972.93 GEOTEXTILES | | | 0028 616-06396 672.000 Mg | 23.08000 15509.76| 28.50000 19152.00| 29.00000 19488.00 RIPRAP CLASS 1 | | | 0029 621-01004 1.000 EACH| 525.00000 525.00| 525.00000 525.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 2690.000 m2 | 0.72000 1936.80| 0.70000 1883.00| 0.75000 2017.50 MULCHED SEEDING, U | | | 0031 622-52436 2.000 EACH| 27.00000 54.00| 20.00000 40.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 34-0431080 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 622-91786 50.000 EACH| 15.00000 750.00| 15.00000 750.00| 16.00000 800.00 SEEDLING | | | 0033 706-06347 12.000 m | 470.00000 5640.00| 470.00000 5640.00| 500.00000 6000.00 RAILING, CF-1 | | | 0034 709-51821 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 5000.00000 5000.00 SURFACE SEAL | | | 0035 714-03437 71.900 m2 | 512.35000 36837.97| 450.00000 32355.00| 450.00000 32355.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0036 714-04733 17.100 m | 3012.20000 51508.62| 3100.00000 53010.00| 3100.00000 53010.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 3660 mm x 2440 mm | | | 0037 714-04733 17.100 m | 4429.52000 75744.79| 4200.00000 71820.00| 4350.00000 74385.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 6100 mm x 3050 mm | | | 0038 715-05048 411.100 m | 6.07000 2495.38| 20.00000 8222.00| 45.00000 18499.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05169 12.000 m | 68.39000 820.68| 110.00000 1320.00| 90.00000 1080.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 718-01044 36.400 m | 40.74000 1482.94| 70.00000 2548.00| 32.00000 1164.80 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0041 718-06526 10.300 Mg | 180.00000 1854.00| 180.00000 1854.00| 195.00000 2008.50 HMA FOR UNDERDRAINS | | | 0042 718-52610 112.300 m3 | 32.79000 3682.32| 26.00000 2919.80| 61.00000 6850.30 AGGREGATE FOR UNDERDRAINS | | | 0043 730-03475 2.000 EACH| 316.03000 632.06| 263.00000 526.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 801-04308 5.000 EACH| 90.00000 450.00| 90.00000 450.00| 95.00000 475.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 6.000 EACH| 50.00000 300.00| 50.00000 300.00| 55.00000 330.00 BARRICADE, IIIA | | | 0046 801-06606 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 70.00000 420.00 BARRICADE, IIIB | | | 0047 801-06625 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 90.00000 720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 8.000 EACH| 45.00000 360.00| 45.00000 360.00| 51.00000 408.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 34.00000 68.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 5725.43000 5725.43| 1000.00000 1000.00| 2700.00000 2700.00 MAINTAINING TRAFFIC | | | 0051 808-06703 560.000 m | 0.98000 548.80| 1.00000 560.00| 1.05000 588.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 34-0431080 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06713 823.000 m | 0.30000 246.90| 0.30000 246.90| 0.35000 288.05 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 762.000 m | 0.30000 228.60| 0.30000 228.60| 0.35000 266.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06723 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 42.00000 84.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0055 808-06724 2.000 EACH| 47.00000 94.00| 47.00000 94.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0056 808-75245 392.000 m | 0.98000 384.16| 1.00000 392.00| 1.05000 411.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0057 808-75320 2.000 EACH| 46.00000 92.00| 46.00000 92.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0058 808-75325 2.000 EACH| 58.00000 116.00| 58.00000 116.00| 61.00000 122.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0059 808-75996 46.000 EACH| 4.82000 221.72| 5.00000 230.00| 12.00000 552.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 50.000 EACH| 24.50000 1225.00| 25.00000 1250.00| 26.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 473,516.93| $ 498,364.05| $ 519,771.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,516.93| $ 498,364.05| $ 519,771.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1310611 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1350.00000 8100.00| 2000.00000 12000.00| 500.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11800.00000 11800.00| 7500.00000 7500.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25900.00000 25900.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 125.000 m2 | 16.00000 2000.00| 25.00000 3125.00| 28.00000 3500.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 21183.00000 21183.00| 40000.00000 40000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 502.000 m2 | 8.20000 4116.40| 8.00000 4016.00| 8.00000 4016.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 628.000 m3 | 4.00000 2512.00| 12.00000 7536.00| 21.00000 13188.00 EXCAVATION, COMMON | | | 0009 203-02070 1266.000 m3 | 20.70000 26206.20| 12.00000 15192.00| 17.00000 21522.00 BORROW | | | 0010 205-02224 1062.000 m | 5.76000 6117.12| 4.00000 4248.00| 6.50000 6903.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 126.700 m3 | 24.00000 3040.80| 25.00000 3167.50| 25.00000 3167.50 B BORROW FOR STRUCTURE BACKFILL | | | 0012 213-52830 275.600 m3 | 95.35000 26278.46| 75.00000 20670.00| 100.00000 27560.00 FLOWABLE MORTAR | | | 0013 303-52308 50.100 Mg | 40.00000 2004.00| 25.00000 1252.50| 24.00000 1202.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 1248.300 Mg | 41.24000 51479.89| 34.90000 43565.67| 36.00000 44938.80 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 378.300 Mg | 43.05000 16285.82| 39.00000 14753.70| 39.50000 14942.85 HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 319.700 Mg | 43.84000 14015.65| 40.00000 12788.00| 40.00000 12788.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 443.300 Mg | 49.60000 21987.68| 45.00000 19948.50| 45.00000 19948.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 590.700 Mg | 40.11000 23692.98| 37.00000 21855.90| 36.50000 21560.55 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 1791.000 m2 | 2.03000 3635.73| 2.00000 3582.00| 1.90000 3402.90 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1310611 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 3.200 Mg | 983.00000 3145.60| 900.00000 2880.00| 910.00000 2912.00 ASPHALT FOR TACK COAT | | | 0021 601-02636 22.860 m | 63.28000 1446.58| 41.80000 955.55| 58.00000 1325.88 GUARDRAIL, W BEAM, NESTED | | | 0022 601-02800 4.000 EACH| 1264.00000 5056.00| 875.00000 3500.00| 1400.00000 5600.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-06037 8.000 EACH| 575.00000 4600.00| 577.50000 4620.00| 625.00000 5000.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 232.420 m | 40.68000 9454.85| 35.20000 8181.18| 37.50000 8715.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 605-06120 7.600 m | 80.00000 608.00| 300.00000 2280.00| 52.00000 395.20 CURB, CONCRETE | | | 0026 610-05527 18.200 Mg | 135.60000 2467.92| 130.00000 2366.00| 130.00000 2366.00 HMA FOR APPROACHES | | | 0027 616-02320 463.300 m2 | 2.00000 926.60| 3.50000 1621.55| 4.50000 2084.85 GEOTEXTILES | | | 0028 616-06396 672.000 Mg | 23.79000 15986.88| 35.00000 23520.00| 32.50000 21840.00 RIPRAP CLASS 1 | | | 0029 621-01004 1.000 EACH| 593.00000 593.00| 577.50000 577.50| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 2690.000 m2 | 0.77000 2071.30| 0.75000 2017.50| 0.80000 2152.00 MULCHED SEEDING, U | | | 0031 622-52436 2.000 EACH| 23.00000 46.00| 22.00000 44.00| 28.00000 56.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 50.000 EACH| 16.95000 847.50| 16.50000 825.00| 16.50000 825.00 SEEDLING | | | 0033 706-06347 12.000 m | 460.00000 5520.00| 517.00000 6204.00| 425.00000 5100.00 RAILING, CF-1 | | | 0034 709-51821 LUMP| 400.00000 400.00| 1400.00000 1400.00| 1500.00000 1500.00 SURFACE SEAL | | | 0035 714-03437 71.900 m2 | 500.00000 35950.00| 500.00000 35950.00| 420.00000 30198.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0036 714-04733 17.100 m | 4013.00000 68622.30| 3500.00000 59850.00| 5200.00000 88920.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 3660 mm x 2440 mm | | | 0037 714-04733 17.100 m | 4013.00000 68622.30| 4500.00000 76950.00| 7200.00000 123120.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 6100 mm x 3050 mm | | | 0038 715-05048 411.100 m | 11.48000 4719.43| 10.00000 4111.00| 6.20000 2548.82 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1310611 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05169 12.000 m | 93.00000 1116.00| 80.00000 960.00| 85.00000 1020.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 718-01044 36.400 m | 19.68000 716.35| 20.00000 728.00| 55.00000 2002.00 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0041 718-06526 10.300 Mg | 203.40000 2095.02| 190.00000 1957.00| 190.00000 1957.00 HMA FOR UNDERDRAINS | | | 0042 718-52610 112.300 m3 | 35.00000 3930.50| 30.00000 3369.00| 62.00000 6962.60 AGGREGATE FOR UNDERDRAINS | | | 0043 730-03475 2.000 EACH| 368.00000 736.00| 350.00000 700.00| 460.00000 920.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 801-04308 5.000 EACH| 102.00000 510.00| 99.00000 495.00| 110.00000 550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 6.000 EACH| 57.00000 342.00| 55.00000 330.00| 65.00000 390.00 BARRICADE, IIIA | | | 0046 801-06606 6.000 EACH| 68.00000 408.00| 66.00000 396.00| 75.00000 450.00 BARRICADE, IIIB | | | 0047 801-06625 8.000 EACH| 96.00000 768.00| 93.50000 748.00| 110.00000 880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 8.000 EACH| 51.00000 408.00| 50.00000 400.00| 65.00000 520.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 34.00000 68.00| 33.00000 66.00| 33.00000 66.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 1932.00000 1932.00| 3000.00000 3000.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0051 808-06703 560.000 m | 1.11000 621.60| 1.08000 604.80| 1.10000 616.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0052 808-06713 823.000 m | 0.34000 279.82| 0.33000 271.59| 0.35000 288.05 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 762.000 m | 0.34000 259.08| 0.33000 251.46| 0.35000 266.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06723 2.000 EACH| 45.00000 90.00| 44.00000 88.00| 45.00000 90.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0055 808-06724 2.000 EACH| 53.00000 106.00| 52.00000 104.00| 51.00000 102.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0056 808-75245 392.000 m | 1.11000 435.12| 1.08000 423.36| 1.10000 431.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0057 808-75320 2.000 EACH| 52.00000 104.00| 50.60000 101.20| 51.00000 102.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1310611 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75325 2.000 EACH| 66.00000 132.00| 63.80000 127.60| 65.00000 130.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0059 808-75996 46.000 EACH| 6.00000 276.00| 10.00000 460.00| 15.00000 690.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 50.000 EACH| 28.00000 1400.00| 27.00000 1350.00| 27.00000 1350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 521,173.48| $ 523,985.06| $ 605,658.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 521,173.48| $ 523,985.06| $ 605,658.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2060.00000 12360.00| 1115.00000 6690.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9682.00000 9682.00| 17875.00000 17875.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 30100.00000 30100.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9386.29000 9386.29| 4252.00000 4252.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 125.000 m2 | 22.55000 2818.75| 8.38000 1047.50| PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 8639.22000 8639.22| 22595.00000 22595.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 502.000 m2 | 5.41000 2715.82| 7.61000 3820.22| SURFACE MILLING, ASPHALT | | | 0008 203-02000 628.000 m3 | 44.68000 28059.04| 17.18000 10789.04| EXCAVATION, COMMON | | | 0009 203-02070 1266.000 m3 | 15.32000 19395.12| 24.02000 30409.32| BORROW | | | 0010 205-02224 1062.000 m | 5.25000 5575.50| 5.36000 5692.32| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 211-02060 126.700 m3 | 28.09000 3559.00| 76.23000 9658.34| B BORROW FOR STRUCTURE BACKFILL | | | 0012 213-52830 275.600 m3 | 119.14000 32834.98| 89.43000 24646.91| FLOWABLE MORTAR | | | 0013 303-52308 50.100 Mg | 34.65000 1735.97| 28.12000 1408.81| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05468 1248.300 Mg | 44.88000 56023.70| 37.84000 47235.67| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 378.300 Mg | 45.68000 17280.74| 41.98000 15881.03| HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 319.700 Mg | 57.42000 18357.17| 43.08000 13772.68| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 443.300 Mg | 59.36000 26314.29| 47.79000 21185.31| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 590.700 Mg | 40.95000 24189.17| 38.55000 22771.49| HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 1791.000 m2 | 2.77000 4961.07| 2.31000 4137.21| SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 3.200 Mg | 204.41000 654.11| 913.50000 2923.20| ASPHALT FOR TACK COAT | | | 0021 601-02636 22.860 m | 39.14000 894.74| 58.80000 1344.17| GUARDRAIL, W BEAM, NESTED | | | 0022 601-02800 4.000 EACH| 818.85000 3275.40| 1365.00000 5460.00| GUARDRAIL TRANSITION, TGT | | | 0023 601-06037 8.000 EACH| 540.75000 4326.00| 630.00000 5040.00| GUARDRAIL END TREATMENT, I | | | 0024 601-99105 232.420 m | 32.96000 7660.56| 37.80000 8785.48| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 605-06120 7.600 m | 89.76000 682.18| 93.54000 710.90| CURB, CONCRETE | | | 0026 610-05527 18.200 Mg | 147.94000 2692.51| 126.00000 2293.20| HMA FOR APPROACHES | | | 0027 616-02320 463.300 m2 | 2.32000 1074.86| 3.19000 1477.93| GEOTEXTILES | | | 0028 616-06396 672.000 Mg | 24.75000 16632.00| 21.32000 14327.04| RIPRAP CLASS 1 | | | 0029 621-01004 1.000 EACH| 540.75000 540.75| 551.25000 551.25| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 2690.000 m2 | 0.70000 1883.00| 0.71000 1909.90| MULCHED SEEDING, U | | | 0031 622-52436 2.000 EACH| 27.81000 55.62| 28.35000 56.70| SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 50.000 EACH| 15.45000 772.50| 15.75000 787.50| SEEDLING | | | 0033 706-06347 12.000 m | 484.10000 5809.20| 426.30000 5115.60| RAILING, CF-1 | | | 0034 709-51821 LUMP| 1236.00000 1236.00| 210.00000 210.00| SURFACE SEAL | | | 0035 714-03437 71.900 m2 | 338.47000 24335.99| 526.08000 37825.15| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0036 714-04733 17.100 m | 4934.87000 84386.28| 5866.07000 100309.80| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 3660 mm x 2440 mm | | | 0037 714-04733 17.100 m | 6642.00000 113578.20| 7144.58000 122172.32| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 6100 mm x 3050 mm | | | 0038 715-05048 411.100 m | 16.32000 6709.15| 19.14000 7868.45| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05169 12.000 m | 97.42000 1169.04| 82.08000 984.96| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 718-01044 36.400 m | 40.68000 1480.75| 103.88000 3781.23| PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0041 718-06526 10.300 Mg | 45.68000 470.50| 189.00000 1946.70| HMA FOR UNDERDRAINS | | | 0042 718-52610 112.300 m3 | 36.05000 4048.42| 33.40000 3750.82| AGGREGATE FOR UNDERDRAINS | | | 0043 730-03475 2.000 EACH| 469.38000 938.76| 250.65000 501.30| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0044 801-04308 5.000 EACH| 92.70000 463.50| 94.50000 472.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 6.000 EACH| 51.50000 309.00| 52.50000 315.00| BARRICADE, IIIA | | | 0046 801-06606 6.000 EACH| 61.80000 370.80| 63.00000 378.00| BARRICADE, IIIB | | | 0047 801-06625 8.000 EACH| 87.55000 700.40| 89.25000 714.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 8.000 EACH| 46.35000 370.80| 47.25000 378.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 30.90000 61.80| 31.50000 63.00| CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 3787.75000 3787.75| 12270.00000 12270.00| MAINTAINING TRAFFIC | | | 0051 808-06703 560.000 m | 1.01000 565.60| 1.03000 576.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0052 808-06713 823.000 m | 0.31000 255.13| 0.32000 263.36| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 762.000 m | 0.31000 236.22| 0.32000 243.84| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06723 2.000 EACH| 41.20000 82.40| 42.00000 84.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0055 808-06724 2.000 EACH| 48.41000 96.82| 49.35000 98.70| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0056 808-75245 392.000 m | 1.01000 395.92| 1.03000 403.76| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0057 808-75320 2.000 EACH| 47.38000 94.76| 48.30000 96.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 330 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,412.93 ROUTE : BLUFF ROAD CALL ORDER : 330 CONTRACT ID : B -24978-A COUNTIES : MARION LETTING DATE : 09/12/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1673827 | |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75325 2.000 EACH| 59.74000 119.48| 60.90000 121.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0059 808-75996 46.000 EACH| 25.75000 1184.50| 21.00000 966.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 50.000 EACH| 26.27000 1313.50| 25.73000 1286.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 609,602.73| $ 642,833.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 609,602.73| $ 642,833.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1354012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 871,722.21 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,008,347.83 115.6730% 3 35-1523985 WIRTZ & YATES, INC. $ 1,020,221.54 117.0351% 4 35-1325036 DEICHMAN EXCAVATING CO $ 1,038,190.19 119.0964% 5 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,042,427.75 119.5825% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,048,194.02 120.2440% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 1,127,990.20 129.3978% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1212938 |(3) 35-1523985 |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 14.000 MOS | 1000.00000 14000.00| 500.00000 7000.00| 1500.00000 21000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 13000.00000 13000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42300.00000 42300.00| 50000.00000 50000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12690.00000 12690.00| 18000.00000 18000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 11000.00000 11000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 989.000 m2 | 2.00000 1978.00| 5.20000 5142.80| 4.25000 4203.25 SURFACE MILLING, ASPHALT | | | 0007 202-74045 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 400.00000 3600.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 250.00000 250.00| 290.00000 290.00| 300.00000 300.00 INLET, REMOVE | | | 0009 202-96133 33.000 m | 15.00000 495.00| 80.00000 2640.00| 32.75000 1080.75 PIPE, REMOVE | | | 0010 203-02000 2038.000 m3 | 14.00000 28532.00| 11.00000 22418.00| 10.46000 21317.48 EXCAVATION, COMMON | | | 0011 203-02045 1604.000 m3 | 6.00000 9624.00| 5.50000 8822.00| 6.54000 10490.16 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 1643.000 m3 | 14.00000 23002.00| 12.50000 20537.50| 13.50000 22180.50 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1212938 |(3) 35-1523985 |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-51223 70.000 m3 | 40.00000 2800.00| 13.00000 910.00| 131.00000 9170.00 EXCAVATION, WATERWAY | | | 0014 205-02224 180.000 m | 7.00000 1260.00| 6.00000 1080.00| 6.80000 1224.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 145.000 m | 20.00000 2900.00| 42.00000 6090.00| 55.69000 8075.05 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 400.000 m3 | 15.00000 6000.00| 15.50000 6200.00| 26.00000 10400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 3.000 EACH| 50.00000 150.00| 100.00000 300.00| 100.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 2.000 EACH| 50.00000 100.00| 100.00000 200.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 206-51220 407.000 m3 | 20.00000 8140.00| 35.00000 14245.00| 65.00000 26455.00 EXCAVATION, WET | | | 0020 211-02060 706.000 m3 | 40.00000 28240.00| 27.50000 19415.00| 26.15000 18461.90 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 2675.000 Mg | 13.00000 34775.00| 16.50000 44137.50| 18.70000 50022.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 2033.000 Mg | 33.25000 67597.25| 41.00000 83353.00| 50.00000 101650.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1735.000 Mg | 36.00000 62460.00| 41.50000 72002.50| 48.50000 84147.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 577.000 Mg | 46.25000 26686.25| 48.50000 27984.50| 52.50000 30292.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 314.000 Mg | 39.00000 12246.00| 44.50000 13973.00| 48.00000 15072.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 1158.000 m2 | 2.20000 2547.60| 4.00000 4632.00| 4.10000 4747.80 SEAL COAT, 2 | | | 0027 405-05517 7.100 Mg | 280.00000 1988.00| 425.00000 3017.50| 450.00000 3195.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 5.700 Mg | 210.00000 1197.00| 320.00000 1824.00| 350.00000 1995.00 ASPHALT FOR TACK COAT | | | 0029 601-01626 2.000 EACH| 1600.00000 3200.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-01701 1.000 EACH| 1800.00000 1800.00| 1900.00000 1900.00| 2016.00000 2016.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1212938 |(3) 35-1523985 |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-94689 3.000 EACH| 3200.00000 9600.00| 3300.00000 9900.00| 3520.00000 10560.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 259.080 m | 36.00000 9326.88| 37.00000 9585.96| 40.00000 10363.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 610-05527 53.000 Mg | 56.50000 2994.50| 75.00000 3975.00| 77.00000 4081.00 HMA FOR APPROACHES | | | 0034 610-06257 148.800 m2 | 45.00000 6696.00| 48.00000 7142.40| 58.00000 8630.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 611-06497 1.000 EACH| 150.00000 150.00| 165.00000 165.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 19.000 EACH| 120.00000 2280.00| 130.00000 2470.00| 132.00000 2508.00 RIGHT OF WAY MARKER | | | 0037 615-06505 5.000 EACH| 480.00000 2400.00| 510.00000 2550.00| 600.00000 3000.00 MONUMENT, B | | | 0038 615-06527 1.000 EACH| 270.00000 270.00| 300.00000 300.00| 400.00000 400.00 MONUMENT, SECTION CORNER | | | 0039 616-02320 449.000 m2 | 3.00000 1347.00| 4.30000 1930.70| 4.78000 2146.22 GEOTEXTILES | | | 0040 616-05688 434.000 Mg | 25.00000 10850.00| 33.00000 14322.00| 53.28000 23123.52 RIPRAP, CLASS 1 | | | 0041 616-06451 244.000 Mg | 30.00000 7320.00| 28.00000 6832.00| 24.00000 5856.00 RIPRAP, UNIFORM | | | 0042 621-01004 2.000 EACH| 350.00000 700.00| 380.00000 760.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01882 54.000 kg | 9.85000 531.90| 10.10000 545.40| 12.00000 648.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0044 621-06545 0.700 Mg | 914.00000 639.80| 960.00000 672.00| 1200.00000 840.00 FERTILIZER | | | 0045 621-06548 4.000 kg | 54.00000 216.00| 57.00000 228.00| 70.00000 280.00 SEED MIXTURE, CV | | | 0046 621-06553 114.000 kg | 6.55000 746.70| 7.30000 832.20| 8.00000 912.00 SEED MIXTURE, R | | | 0047 621-06565 5.400 Mg | 405.00000 2187.00| 440.00000 2376.00| 500.00000 2700.00 MULCHING MATERIAL | | | 0048 621-06567 71.000 kL | 1.00000 71.00| 1.10000 78.10| 2.00000 142.00 WATER | | | 0049 621-06574 740.000 m2 | 3.10000 2294.00| 3.40000 2516.00| 5.00000 3700.00 SODDING | | | 0050 621-06575 3173.000 m2 | 3.10000 9836.30| 3.40000 10788.20| 4.50000 14278.50 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1212938 |(3) 35-1523985 |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 702-93722 42.000 m3 | 100.00000 4200.00| 185.00000 7770.00| 1285.71000 53999.82 CONCRETE, C | | | 0052 703-51030 3553.000 kg | 2.00000 7106.00| 1.45000 5151.85| 2.20000 7816.60 REINFORCING STEEL | | | 0053 703-51032 482.000 kg | 3.00000 1446.00| 1.60000 771.20| 2.20000 1060.40 REINFORCING STEEL, EPOXY COATED | | | 0054 713-51334 LUMP| 185000.00000 185000.00| 245000.00000 245000.00| 140000.00000 140000.00 TEMPORARY PIPE AND APPROACHES | | | 0055 714-04733 15.000 m | 7000.00000 105000.00| 10000.00000 150000.00| 6333.00000 94995.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9450 mm X 3050 mm | | | 0056 714-06660 123.200 m2 | 400.00000 49280.00| 250.00000 30800.00| 324.68000 40000.58 WINGWALL | | | 0057 715-05151 30.000 m | 55.00000 1650.00| 130.00000 3900.00| 90.00000 2700.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0058 715-05152 30.000 m | 61.00000 1830.00| 135.00000 4050.00| 100.00000 3000.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0059 715-05169 13.000 m | 55.00000 715.00| 185.00000 2405.00| 70.00000 910.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05203 58.000 m | 9.00000 522.00| 5.60000 324.80| 60.00000 3480.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0061 715-46005 3.000 EACH| 250.00000 750.00| 190.00000 570.00| 140.00000 420.00 PIPE END SECTION, 375 mm | | | 0062 715-46010 1.000 EACH| 280.00000 280.00| 200.00000 200.00| 180.00000 180.00 PIPE END SECTION, 450 mm | | | 0063 720-45030 2.000 EACH| 750.00000 1500.00| 900.00000 1800.00| 1000.00000 2000.00 INLET, E7 | | | 0064 801-04308 4.000 EACH| 275.00000 1100.00| 310.00000 1240.00| 800.00000 3200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1602.000 m | 0.52000 833.04| 0.60000 961.20| 0.37000 592.74 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 462.000 m | 2.95000 1362.90| 3.20000 1478.40| 3.65000 1686.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 4.000 EACH| 135.00000 540.00| 155.00000 620.00| 300.00000 1200.00 BARRICADE, IIIA | | | 0068 801-06606 4.000 EACH| 175.00000 700.00| 195.00000 780.00| 320.00000 1280.00 BARRICADE, IIIB | | | 0069 801-06640 28.000 EACH| 95.00000 2660.00| 110.00000 3080.00| 200.00000 5600.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 15.000 EACH| 35.00000 525.00| 37.00000 555.00| 80.00000 1200.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1212938 |(3) 35-1523985 |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06649 44.000 EACH| 5.00000 220.00| 5.40000 237.60| 5.00000 220.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0072 802-02489 27.200 m | 29.80000 810.56| 32.00000 870.40| 60.00000 1632.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0073 802-76025 3.955 m2 | 166.00000 656.53| 180.00000 711.90| 220.00000 870.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 808-06713 1350.000 m | 0.30000 405.00| 0.25000 337.50| 0.27000 364.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 1310.000 m | 0.30000 393.00| 0.25000 327.50| 0.27000 353.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-06716 360.000 m | 1.95000 702.00| 2.10000 756.00| 1.85000 666.00 LINE, REMOVE | | | 0077 808-75297 9.400 m | 20.00000 188.00| 11.30000 106.22| 11.55000 108.57 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0078 808-75996 32.000 EACH| 8.00000 256.00| 15.00000 480.00| 20.00000 640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 32.000 EACH| 35.50000 1136.00| 32.50000 1040.00| 40.00000 1280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 871,722.21| $ 1,008,347.83| $ 1,020,221.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 871,722.21| $ 1,008,347.83| $ 1,020,221.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1386990 |(6) 35-1917625 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 14.000 MOS | 2000.00000 28000.00| 1500.00000 21000.00| 1300.00000 18200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 30000.00000 30000.00| 52400.00000 52400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 17500.00000 17500.00| 40000.00000 40000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 989.000 m2 | 8.55000 8455.95| 5.90000 5835.10| 3.00000 2967.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 9.000 EACH| 100.00000 900.00| 300.00000 2700.00| 45.00000 405.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 200.00000 200.00| 1200.00000 1200.00| 250.00000 250.00 INLET, REMOVE | | | 0009 202-96133 33.000 m | 65.00000 2145.00| 30.00000 990.00| 30.00000 990.00 PIPE, REMOVE | | | 0010 203-02000 2038.000 m3 | 26.00000 52988.00| 16.00000 32608.00| 24.00000 48912.00 EXCAVATION, COMMON | | | 0011 203-02045 1604.000 m3 | 6.00000 9624.00| 18.00000 28872.00| 9.50000 15238.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 1643.000 m3 | 20.00000 32860.00| 18.00000 29574.00| 26.00000 42718.00 BORROW | | | 0013 203-51223 70.000 m3 | 50.00000 3500.00| 50.00000 3500.00| 44.00000 3080.00 EXCAVATION, WATERWAY | | | 0014 205-02224 180.000 m | 6.65000 1197.00| 7.20000 1296.00| 6.50000 1170.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 145.000 m | 70.00000 10150.00| 35.00000 5075.00| 68.00000 9860.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 400.000 m3 | 10.00000 4000.00| 70.00000 28000.00| 23.00000 9200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 3.000 EACH| 55.00000 165.00| 300.00000 900.00| 55.00000 165.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 2.000 EACH| 55.00000 110.00| 300.00000 600.00| 51.00000 102.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1386990 |(6) 35-1917625 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 206-51220 407.000 m3 | 100.00000 40700.00| 95.00000 38665.00| 31.00000 12617.00 EXCAVATION, WET | | | 0020 211-02060 706.000 m3 | 28.00000 19768.00| 18.00000 12708.00| 27.00000 19062.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 2675.000 Mg | 26.00000 69550.00| 18.50000 49487.50| 15.00000 40125.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 2033.000 Mg | 38.50000 78270.50| 44.00000 89452.00| 40.00000 81320.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1735.000 Mg | 39.60000 68706.00| 45.00000 78075.00| 40.00000 69400.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 577.000 Mg | 46.25000 26686.25| 55.00000 31735.00| 59.00000 34043.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 314.000 Mg | 42.90000 13470.60| 48.00000 15072.00| 49.00000 15386.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 1158.000 m2 | 3.74000 4330.92| 5.00000 5790.00| 4.50000 5211.00 SEAL COAT, 2 | | | 0027 405-05517 7.100 Mg | 440.00000 3124.00| 600.00000 4260.00| 300.00000 2130.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 5.700 Mg | 330.00000 1881.00| 500.00000 2850.00| 200.00000 1140.00 ASPHALT FOR TACK COAT | | | 0029 601-01626 2.000 EACH| 1760.00000 3520.00| 2400.00000 4800.00| 1300.00000 2600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-01701 1.000 EACH| 1980.00000 1980.00| 2000.00000 2000.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-94689 3.000 EACH| 3520.00000 10560.00| 3800.00000 11400.00| 3100.00000 9300.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 259.080 m | 66.10000 17125.19| 50.00000 12954.00| 39.00000 10104.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 610-05527 53.000 Mg | 68.20000 3614.60| 95.00000 5035.00| 100.00000 5300.00 HMA FOR APPROACHES | | | 0034 610-06257 148.800 m2 | 87.50000 13020.00| 51.00000 7588.80| 67.00000 9969.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 611-06497 1.000 EACH| 165.00000 165.00| 215.00000 215.00| 100.00000 100.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 19.000 EACH| 132.00000 2508.00| 125.00000 2375.00| 110.00000 2090.00 RIGHT OF WAY MARKER | | | 0037 615-06505 5.000 EACH| 528.00000 2640.00| 500.00000 2500.00| 360.00000 1800.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1386990 |(6) 35-1917625 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06527 1.000 EACH| 295.00000 295.00| 700.00000 700.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0039 616-02320 449.000 m2 | 3.00000 1347.00| 4.75000 2132.75| 1.75000 785.75 GEOTEXTILES | | | 0040 616-05688 434.000 Mg | 41.00000 17794.00| 49.00000 21266.00| 48.00000 20832.00 RIPRAP, CLASS 1 | | | 0041 616-06451 244.000 Mg | 30.00000 7320.00| 22.00000 5368.00| 34.00000 8296.00 RIPRAP, UNIFORM | | | 0042 621-01004 2.000 EACH| 385.00000 770.00| 700.00000 1400.00| 375.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01882 54.000 kg | 10.85000 585.90| 7.50000 405.00| 10.00000 540.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0044 621-06545 0.700 Mg | 1005.00000 703.50| 550.00000 385.00| 950.00000 665.00 FERTILIZER | | | 0045 621-06548 4.000 kg | 59.50000 238.00| 40.00000 160.00| 55.00000 220.00 SEED MIXTURE, CV | | | 0046 621-06553 114.000 kg | 7.20000 820.80| 7.50000 855.00| 7.00000 798.00 SEED MIXTURE, R | | | 0047 621-06565 5.400 Mg | 445.00000 2403.00| 510.00000 2754.00| 425.00000 2295.00 MULCHING MATERIAL | | | 0048 621-06567 71.000 kL | 1.10000 78.10| 10.00000 710.00| 1.00000 71.00 WATER | | | 0049 621-06574 740.000 m2 | 3.41000 2523.40| 4.20000 3108.00| 3.25000 2405.00 SODDING | | | 0050 621-06575 3173.000 m2 | 3.41000 10819.93| 4.20000 13326.60| 3.25000 10312.25 SODDING, NURSERY | | | 0051 702-93722 42.000 m3 | 253.00000 10626.00| 620.00000 26040.00| 300.00000 12600.00 CONCRETE, C | | | 0052 703-51030 3553.000 kg | 1.45000 5151.85| 1.95000 6928.35| 1.30000 4618.90 REINFORCING STEEL | | | 0053 703-51032 482.000 kg | 1.87000 901.34| 3.15000 1518.30| 2.10000 1012.20 REINFORCING STEEL, EPOXY COATED | | | 0054 713-51334 LUMP| 141750.00000 141750.00| 110000.00000 110000.00| 150000.00000 150000.00 TEMPORARY PIPE AND APPROACHES | | | 0055 714-04733 15.000 m | 8250.00000 123750.00| 9100.00000 136500.00| 8600.00000 129000.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9450 mm X 3050 mm | | | 0056 714-06660 123.200 m2 | 335.00000 41272.00| 338.00000 41641.60| 280.00000 34496.00 WINGWALL | | | 0057 715-05151 30.000 m | 82.00000 2460.00| 66.00000 1980.00| 125.00000 3750.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1386990 |(6) 35-1917625 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05152 30.000 m | 98.00000 2940.00| 73.00000 2190.00| 145.00000 4350.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0059 715-05169 13.000 m | 82.00000 1066.00| 48.00000 624.00| 135.00000 1755.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05203 58.000 m | 40.00000 2320.00| 26.00000 1508.00| 4.00000 232.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0061 715-46005 3.000 EACH| 200.00000 600.00| 210.00000 630.00| 275.00000 825.00 PIPE END SECTION, 375 mm | | | 0062 715-46010 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 300.00000 300.00 PIPE END SECTION, 450 mm | | | 0063 720-45030 2.000 EACH| 1200.00000 2400.00| 1800.00000 3600.00| 1500.00000 3000.00 INLET, E7 | | | 0064 801-04308 4.000 EACH| 302.50000 1210.00| 310.00000 1240.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1602.000 m | 0.58000 929.16| 0.70000 1121.40| 0.40000 640.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 462.000 m | 3.25000 1501.50| 3.15000 1455.30| 3.50000 1617.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 4.000 EACH| 148.50000 594.00| 190.00000 760.00| 125.00000 500.00 BARRICADE, IIIA | | | 0068 801-06606 4.000 EACH| 192.50000 770.00| 215.00000 860.00| 135.00000 540.00 BARRICADE, IIIB | | | 0069 801-06640 28.000 EACH| 104.50000 2926.00| 130.00000 3640.00| 95.00000 2660.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 15.000 EACH| 38.50000 577.50| 50.00000 750.00| 35.00000 525.00 CONSTRUCTION SIGN, B | | | 0071 801-06649 44.000 EACH| 5.50000 242.00| 7.20000 316.80| 4.50000 198.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0072 802-02489 27.200 m | 32.78000 891.62| 44.00000 1196.80| 29.00000 788.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0073 802-76025 3.955 m2 | 182.60000 722.18| 230.00000 909.65| 160.00000 632.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 808-06713 1350.000 m | 0.35000 472.50| 0.48000 648.00| 0.28000 378.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 1310.000 m | 0.35000 458.50| 0.48000 628.80| 0.28000 366.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-06716 360.000 m | 2.15000 774.00| 2.10000 756.00| 1.80000 648.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1386990 |(6) 35-1917625 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 808-75297 9.400 m | 22.00000 206.80| 30.00000 282.00| 15.00000 141.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0078 808-75996 32.000 EACH| 2.00000 64.00| 15.00000 480.00| 10.00000 320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 32.000 EACH| 39.05000 1249.60| 70.00000 2240.00| 32.00000 1024.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,038,190.19| $ 1,042,427.75| $ 1,048,194.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,038,190.19| $ 1,042,427.75| $ 1,048,194.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 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 105-01925 14.000 MOS | 1212.77000 16978.78| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11300.00000 11300.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 49738.38000 49738.38| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13319.98000 13319.98| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 16922.29000 16922.29| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 989.000 m2 | 4.59000 4539.51| | SURFACE MILLING, ASPHALT | | | 0007 202-74045 9.000 EACH| 65.00000 585.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-91385 1.000 EACH| 139.55000 139.55| | INLET, REMOVE | | | 0009 202-96133 33.000 m | 9.22000 304.26| | PIPE, REMOVE | | | 0010 203-02000 2038.000 m3 | 25.78000 52539.64| | EXCAVATION, COMMON | | | 0011 203-02045 1604.000 m3 | 12.04000 19312.16| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 1643.000 m3 | 23.94000 39333.42| | BORROW | | | 0013 203-51223 70.000 m3 | 38.10000 2667.00| | EXCAVATION, WATERWAY | | | 0014 205-02224 180.000 m | 6.05000 1089.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 145.000 m | 55.05000 7982.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 400.000 m3 | 5.20000 2080.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 3.000 EACH| 50.00000 150.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 2.000 EACH| 50.00000 100.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 206-51220 407.000 m3 | 78.45000 31929.15| | EXCAVATION, WET | | | 0020 211-02060 706.000 m3 | 25.22000 17805.32| | B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 2675.000 Mg | 17.44000 46652.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 402-05468 2033.000 Mg | 47.77000 97116.41| | HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1735.000 Mg | 44.76000 77658.60| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 577.000 Mg | 61.34000 35393.18| | HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 314.000 Mg | 58.07000 18233.98| | HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 1158.000 m2 | 3.82000 4423.56| | SEAL COAT, 2 | | | 0027 405-05517 7.100 Mg | 336.20000 2387.02| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 5.700 Mg | 224.14000 1277.60| | ASPHALT FOR TACK COAT | | | 0029 601-01626 2.000 EACH| 1280.00000 2560.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0030 601-01701 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-94689 3.000 EACH| 3095.00000 9285.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 259.080 m | 38.00000 9845.04| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 610-05527 53.000 Mg | 73.29000 3884.37| | HMA FOR APPROACHES | | | 0034 610-06257 148.800 m2 | 87.41000 13006.61| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 611-06497 1.000 EACH| 95.00000 95.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 19.000 EACH| 105.00000 1995.00| | RIGHT OF WAY MARKER | | | 0037 615-06505 5.000 EACH| 355.00000 1775.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06527 1.000 EACH| 460.00000 460.00| | MONUMENT, SECTION CORNER | | | 0039 616-02320 449.000 m2 | 4.15000 1863.35| | GEOTEXTILES | | | 0040 616-05688 434.000 Mg | 28.02000 12160.68| | RIPRAP, CLASS 1 | | | 0041 616-06451 244.000 Mg | 30.26000 7383.44| | RIPRAP, UNIFORM | | | 0042 621-01004 2.000 EACH| 350.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01882 54.000 kg | 9.85000 531.90| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0044 621-06545 0.700 Mg | 914.00000 639.80| | FERTILIZER | | | 0045 621-06548 4.000 kg | 54.00000 216.00| | SEED MIXTURE, CV | | | 0046 621-06553 114.000 kg | 6.55000 746.70| | SEED MIXTURE, R | | | 0047 621-06565 5.400 Mg | 405.00000 2187.00| | MULCHING MATERIAL | | | 0048 621-06567 71.000 kL | 1.00000 71.00| | WATER | | | 0049 621-06574 740.000 m2 | 3.10000 2294.00| | SODDING | | | 0050 621-06575 3173.000 m2 | 3.10000 9836.30| | SODDING, NURSERY | | | 0051 702-93722 42.000 m3 | 381.03000 16003.26| | CONCRETE, C | | | 0052 703-51030 3553.000 kg | 1.29000 4583.37| | REINFORCING STEEL | | | 0053 703-51032 482.000 kg | 1.68000 809.76| | REINFORCING STEEL, EPOXY COATED | | | 0054 713-51334 LUMP| 211475.88000 211475.88| | TEMPORARY PIPE AND APPROACHES | | | 0055 714-04733 15.000 m | 9469.76000 142046.40| | CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9450 mm X 3050 mm | | | 0056 714-06660 123.200 m2 | 579.39000 71380.85| | WINGWALL | | | 0057 715-05151 30.000 m | 163.27000 4898.10| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05152 30.000 m | 170.87000 5126.10| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0059 715-05169 13.000 m | 103.62000 1347.06| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05203 58.000 m | 4.48000 259.84| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0061 715-46005 3.000 EACH| 90.78000 272.34| | PIPE END SECTION, 375 mm | | | 0062 715-46010 1.000 EACH| 115.43000 115.43| | PIPE END SECTION, 450 mm | | | 0063 720-45030 2.000 EACH| 813.47000 1626.94| | INLET, E7 | | | 0064 801-04308 4.000 EACH| 275.00000 1100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1602.000 m | 0.52000 833.04| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 462.000 m | 2.95000 1362.90| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 4.000 EACH| 135.00000 540.00| | BARRICADE, IIIA | | | 0068 801-06606 4.000 EACH| 175.00000 700.00| | BARRICADE, IIIB | | | 0069 801-06640 28.000 EACH| 95.00000 2660.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 15.000 EACH| 35.00000 525.00| | CONSTRUCTION SIGN, B | | | 0071 801-06649 44.000 EACH| 5.00000 220.00| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0072 802-02489 27.200 m | 41.00000 1115.20| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0073 802-76025 3.955 m2 | 189.76000 750.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 808-06713 1350.000 m | 0.30000 405.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 1310.000 m | 0.30000 393.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-06716 360.000 m | 1.95000 702.00| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 340 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,663.79 ROUTE : SR 29 CALL ORDER : 340 CONTRACT ID : B -25160-A COUNTIES : CLINTON LETTING DATE : 09/12/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 808-75297 9.400 m | 20.00000 188.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0078 808-75996 32.000 EACH| 10.00000 320.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 32.000 EACH| 35.50000 1136.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,127,990.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,127,990.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,898.98 ROUTE : I-469 CALL ORDER : 350 CONTRACT ID : B -25297-A COUNTIES : ALLEN LETTING DATE : 09/12/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/25/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 170200K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 48,287.79 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 49,966.00 103.4754% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 57,175.00 118.4046% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1817530 |PRIMCO, INC. |MCCOY, R.L., INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0001 110-01001 LUMP| 4771.40000 4771.40| 2400.00000 2400.00| 3400.00000 3400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 708-51813 41.000 SFT | 325.00000 13325.00| 348.00000 14268.00| 435.00000 17835.00 PNEUMATICALLY PLACED MORTAR | | | 0003 708-51814 28.000 SFT | 15.00000 420.00| 3.50000 98.00| 105.00000 2940.00 WELDED STEEL WIRE FABRIC | | | 0004 713-51820 LUMP| 29771.39000 29771.39| 33200.00000 33200.00| 33000.00000 33000.00 TEMPORARY SUPPORT | | | SECTION TOTALS | $ 48,287.79| $ 49,966.00| $ 57,175.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 48,287.79| $ 49,966.00| $ 57,175.00 ====================================================================================================================================