INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 267,000.00 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 280,617.26 105.1000% 3 35-1878024 RAGLE, INC. $ 294,508.53 110.3028% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 304,969.13 114.2206% 5 35-1801998 CLR, INC. $ 306,234.89 114.6947% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 319,249.61 119.5691% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 338,789.74 126.8875% 8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 344,481.24 129.0191% 9 35-2072438 TD & O LLC $ 359,810.75 134.7605% 10 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 384,603.33 144.0461% 11 35-0918397 RIETH RILEY CONSTRUCTION $ 438,743.47 164.3233% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1134435 |(3) 35-1878024 |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 2451.84000 9807.36| 1150.00000 4600.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5100.00000 5100.00| 6500.00000 6500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13000.00000 13000.00| 15765.00000 15765.00| 15500.00000 15500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5200.00000 5200.00| 1750.00000 1750.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7500.00000 7500.00| 13400.00000 13400.00| 43500.00000 43500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 177.400 m2 | 10.65000 1889.31| 10.00000 1774.00| 8.00000 1419.20 SURFACE MILLING, ASPHALT | | | 0007 203-02000 608.660 m3 | 17.70000 10773.28| 10.60000 6451.80| 22.00000 13390.52 EXCAVATION, COMMON | | | 0008 205-02229 24.000 m | 17.20000 412.80| 10.00000 240.00| 8.00000 192.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 2.000 EACH| 89.00000 178.00| 88.00000 176.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1134435 |(3) 35-1878024 |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 211-02060 191.930 m3 | 25.00000 4798.25| 25.50000 4894.22| 20.00000 3838.60 B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 245.140 m3 | 74.00000 18140.36| 100.00000 24514.00| 90.00000 22062.60 FLOWABLE MORTAR | | | 0012 303-52308 324.500 Mg | 17.30000 5613.85| 16.50000 5354.25| 21.00000 6814.50 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 299.250 Mg | 53.00000 15860.25| 52.50000 15710.63| 50.00000 14962.50 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 79.943 Mg | 60.00000 4796.58| 52.50000 4197.01| 50.00000 3997.15 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 66.060 Mg | 71.00000 4690.26| 84.00000 5549.04| 80.00000 5284.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 176.283 Mg | 53.00000 9343.00| 47.25000 8329.37| 45.00000 7932.74 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 681.500 m2 | 6.00000 4089.00| 2.89000 1969.54| 2.75000 1874.13 SEAL COAT, 2 | | | 0018 405-05518 681.500 m2 | 1.40000 954.10| 1.32000 899.58| 1.25000 851.88 ASPHALT FOR PRIME COAT | | | 0019 406-05521 1309.800 m2 | 0.80000 1047.84| 0.11000 144.08| 0.10000 130.98 ASPHALT FOR TACK COAT | | | 0020 601-01839 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1715.00000 1715.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-01846 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1715.00000 1715.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 2.000 EACH| 2460.00000 4920.00| 2900.00000 5800.00| 2340.00000 4680.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 99.095 m | 33.00000 3270.14| 33.00000 3270.14| 31.40000 3111.58 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 9.000 EACH| 111.00000 999.00| 111.30000 1001.70| 106.00000 954.00 RIGHT OF WAY MARKER | | | 0025 616-02320 278.150 m2 | 4.25000 1182.14| 2.00000 556.30| 2.20000 611.93 GEOTEXTILES | | | 0026 616-05689 360.000 Mg | 23.80000 8568.00| 21.00000 7560.00| 21.00000 7560.00 RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 690.00000 690.00| 525.00000 525.00| 100.00000 100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.015 Mg | 950.00000 14.25| 472.50000 7.09| 650.00000 9.75 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1134435 |(3) 35-1878024 |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 621-06548 0.704 kg | 61.00000 42.94| 63.00000 44.35| 75.00000 52.80 SEED MIXTURE, CV | | | 0030 621-06559 929.492 m2 | 1.45000 1347.76| 0.80000 743.59| 0.78000 725.00 MULCHED SEEDING, R | | | 0031 621-06567 7.460 kL | 1.05000 7.83| 1.00000 7.46| 1.00000 7.46 WATER | | | 0032 621-06574 343.000 m2 | 7.00000 2401.00| 7.00000 2401.00| 4.20000 1440.60 SODDING | | | 0033 715-05173 13.400 m | 125.00000 1675.00| 93.50000 1252.90| 100.00000 1340.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0034 715-05177 18.350 m | 167.00000 3064.45| 165.00000 3027.75| 140.00000 2569.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0035 715-46020 2.000 EACH| 364.00000 728.00| 265.00000 530.00| 200.00000 400.00 PIPE END SECTION, 600 mm | | | 0036 715-46040 2.000 EACH| 705.00000 1410.00| 615.00000 1230.00| 570.00000 1140.00 PIPE END SECTION, 900 mm | | | 0037 723-06660 45.400 m2 | 475.00000 21565.00| 725.00000 32915.00| 400.00000 18160.00 WINGWALL | | | 0038 723-07034 17.000 m | 4800.00000 81600.00| 4900.00000 83300.00| 5000.00000 85000.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2600 mm | | | 0039 801-04308 2.000 EACH| 236.00000 472.00| 236.25000 472.50| 225.00000 450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 6.000 EACH| 59.00000 354.00| 59.00000 354.00| 56.00000 336.00 BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 64.00000 512.00| 64.05000 512.40| 61.00000 488.00 BARRICADE, IIIB | | | 0042 801-06625 39.000 EACH| 73.00000 2847.00| 73.00000 2847.00| 69.50000 2710.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 2.000 EACH| 158.00000 316.00| 157.50000 315.00| 150.00000 300.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 1110.00000 1110.00| 5000.00000 5000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 36.250 m | 3.40000 123.25| 3.45000 125.06| 3.25000 117.81 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 290.000 m | 3.40000 986.00| 3.45000 1000.50| 3.25000 942.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 267,000.00| $ 280,617.26| $ 294,508.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 267,000.00| $ 280,617.26| $ 294,508.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1801998 |(6) 35-0999231 |DEIG BROTHERS LUMBER & CONST|CLR, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1150.00000 4600.00| 1300.00000 5200.00| 1240.29000 4961.16 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 4800.00000 4800.00| 4882.50000 4882.50 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15300.00000 15300.00| 13289.16000 13289.16 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1200.00000 1200.00| 6100.00000 6100.00| 5555.96000 5555.96 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7500.00000 7500.00| 17800.00000 17800.00| 12153.40000 12153.40 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 177.400 m2 | 9.50000 1685.30| 19.00000 3370.60| 16.99000 3014.03 SURFACE MILLING, ASPHALT | | | 0007 203-02000 608.660 m3 | 14.00000 8521.24| 20.00000 12173.20| 12.32000 7498.69 EXCAVATION, COMMON | | | 0008 205-02229 24.000 m | 17.00000 408.00| 15.00000 360.00| 17.22000 413.28 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 2.000 EACH| 90.00000 180.00| 34.00000 68.00| 89.25000 178.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 191.930 m3 | 34.00000 6525.62| 28.00000 5374.04| 15.51000 2976.83 B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 245.140 m3 | 86.00000 21082.04| 107.00000 26229.98| 82.64000 20258.37 FLOWABLE MORTAR | | | 0012 303-52308 324.500 Mg | 22.00000 7139.00| 14.35000 4656.58| 20.88000 6775.56 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 299.250 Mg | 71.00000 21246.75| 53.00000 15860.25| 52.50000 15710.63 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 79.943 Mg | 90.00000 7194.87| 53.00000 4236.98| 52.50000 4197.01 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 66.060 Mg | 110.00000 7266.60| 92.00000 6077.52| 84.00000 5549.04 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 176.283 Mg | 65.00000 11458.40| 45.00000 7932.74| 47.25000 8329.37 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 681.500 m2 | 6.30000 4293.45| 2.75000 1874.13| 2.89000 1969.54 SEAL COAT, 2 | | | 0018 405-05518 681.500 m2 | 1.70000 1158.55| 1.25000 851.88| 1.31000 892.77 ASPHALT FOR PRIME COAT | | | 0019 406-05521 1309.800 m2 | 0.10000 130.98| 0.10000 130.98| 0.11000 144.08 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1801998 |(6) 35-0999231 |DEIG BROTHERS LUMBER & CONST|CLR, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01839 1.000 EACH| 1815.00000 1815.00| 1815.00000 1815.00| 1800.75000 1800.75 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-01846 1.000 EACH| 1815.00000 1815.00| 1815.00000 1815.00| 1800.75000 1800.75 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 2.000 EACH| 2400.00000 4800.00| 2700.00000 5400.00| 2457.00000 4914.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 99.095 m | 33.00000 3270.14| 40.00000 3963.80| 32.97000 3267.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 9.000 EACH| 110.00000 990.00| 108.00000 972.00| 99.75000 897.75 RIGHT OF WAY MARKER | | | 0025 616-02320 278.150 m2 | 3.00000 834.45| 7.25000 2016.59| 4.07000 1132.07 GEOTEXTILES | | | 0026 616-05689 360.000 Mg | 29.00000 10440.00| 16.00000 5760.00| 30.13000 10846.80 RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 700.00000 700.00| 530.00000 530.00| 693.00000 693.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.015 Mg | 1000.00000 15.00| 6470.00000 97.05| 997.50000 14.96 FERTILIZER | | | 0029 621-06548 0.704 kg | 60.00000 42.24| 140.00000 98.56| 60.90000 42.87 SEED MIXTURE, CV | | | 0030 621-06559 929.492 m2 | 1.50000 1394.24| 1.04000 966.67| 1.47000 1366.35 MULCHED SEEDING, R | | | 0031 621-06567 7.460 kL | 1.00000 7.46| 0.85000 6.34| 1.05000 7.83 WATER | | | 0032 621-06574 343.000 m2 | 6.00000 2058.00| 6.80000 2332.40| 5.93000 2033.99 SODDING | | | 0033 715-05173 13.400 m | 68.00000 911.20| 159.00000 2130.60| 100.30000 1344.02 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0034 715-05177 18.350 m | 146.00000 2679.10| 175.00000 3211.25| 163.21000 2994.90 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0035 715-46020 2.000 EACH| 505.00000 1010.00| 370.00000 740.00| 308.67000 617.34 PIPE END SECTION, 600 mm | | | 0036 715-46040 2.000 EACH| 940.00000 1880.00| 580.00000 1160.00| 700.71000 1401.42 PIPE END SECTION, 900 mm | | | 0037 723-06660 45.400 m2 | 535.00000 24289.00| 375.00000 17025.00| 850.51000 38613.15 WINGWALL | | | 0038 723-07034 17.000 m | 5945.00000 101065.00| 6337.00000 107729.00| 6452.74000 109696.58 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1801998 |(6) 35-0999231 |DEIG BROTHERS LUMBER & CONST|CLR, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 2.000 EACH| 300.00000 600.00| 235.00000 470.00| 236.25000 472.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 6.000 EACH| 60.00000 360.00| 60.00000 360.00| 210.00000 1260.00 BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 65.00000 520.00| 61.00000 488.00| 236.25000 1890.00 BARRICADE, IIIB | | | 0042 801-06625 39.000 EACH| 72.00000 2808.00| 71.00000 2769.00| 89.25000 3480.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 89.25000 178.50 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 5500.00000 5500.00| 4200.00000 4200.00| 8742.66000 8742.66 MAINTAINING TRAFFIC | | | 0045 808-06712 36.250 m | 3.60000 130.50| 5.00000 181.25| 10.50000 380.63 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 290.000 m | 3.60000 1044.00| 3.45000 1000.50| 2.10000 609.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 304,969.13| $ 306,234.89| $ 319,249.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,969.13| $ 306,234.89| $ 319,249.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-2040801 |(9) 35-2072438 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| 1200.00000 4800.00| 1250.00000 5000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16900.00000 16900.00| 17000.00000 17000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 1000.00000 1000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 177.400 m2 | 18.00000 3193.20| 10.00000 1774.00| 4.00000 709.60 SURFACE MILLING, ASPHALT | | | 0007 203-02000 608.660 m3 | 30.00000 18259.80| 20.00000 12173.20| 16.00000 9738.56 EXCAVATION, COMMON | | | 0008 205-02229 24.000 m | 17.00000 408.00| 15.00000 360.00| 17.25000 414.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 2.000 EACH| 90.00000 180.00| 75.00000 150.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 191.930 m3 | 50.00000 9596.50| 33.00000 6333.69| 24.00000 4606.32 B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 245.140 m3 | 100.00000 24514.00| 110.00000 26965.40| 100.00000 24514.00 FLOWABLE MORTAR | | | 0012 303-52308 324.500 Mg | 25.00000 8112.50| 16.00000 5192.00| 16.25000 5273.13 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 299.250 Mg | 55.00000 16458.75| 68.00000 20349.00| 125.00000 37406.25 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 79.943 Mg | 55.00000 4396.87| 85.00000 6795.16| 125.00000 9992.88 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 66.060 Mg | 85.00000 5615.10| 105.00000 6936.30| 125.00000 8257.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 176.283 Mg | 50.00000 8814.15| 62.00000 10929.55| 125.00000 22035.38 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 681.500 m2 | 3.00000 2044.50| 6.50000 4429.75| 2.75000 1874.13 SEAL COAT, 2 | | | 0018 405-05518 681.500 m2 | 1.35000 920.03| 1.60000 1090.40| 1.00000 681.50 ASPHALT FOR PRIME COAT | | | 0019 406-05521 1309.800 m2 | 0.10000 130.98| 0.07000 91.69| 0.50000 654.90 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-2040801 |(9) 35-2072438 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01839 1.000 EACH| 1800.00000 1800.00| 1715.00000 1715.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-01846 1.000 EACH| 1800.00000 1800.00| 1715.00000 1715.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 2.000 EACH| 2500.00000 5000.00| 2340.00000 4680.00| 4400.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 99.095 m | 33.00000 3270.14| 31.40000 3111.58| 42.00000 4161.99 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 9.000 EACH| 115.00000 1035.00| 106.00000 954.00| 95.00000 855.00 RIGHT OF WAY MARKER | | | 0025 616-02320 278.150 m2 | 6.00000 1668.90| 3.00000 834.45| 3.50000 973.53 GEOTEXTILES | | | 0026 616-05689 360.000 Mg | 30.00000 10800.00| 32.00000 11520.00| 21.00000 7560.00 RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 700.00000 700.00| 500.00000 500.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.015 Mg | 1000.00000 15.00| 450.00000 6.75| 500.00000 7.50 FERTILIZER | | | 0029 621-06548 0.704 kg | 60.00000 42.24| 60.00000 42.24| 73.00000 51.39 SEED MIXTURE, CV | | | 0030 621-06559 929.492 m2 | 1.50000 1394.24| 0.75000 697.12| 1.25000 1161.87 MULCHED SEEDING, R | | | 0031 621-06567 7.460 kL | 1.00000 7.46| 0.85000 6.34| 1.00000 7.46 WATER | | | 0032 621-06574 343.000 m2 | 6.00000 2058.00| 6.42000 2202.06| 3.50000 1200.50 SODDING | | | 0033 715-05173 13.400 m | 250.00000 3350.00| 115.00000 1541.00| 128.00000 1715.20 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0034 715-05177 18.350 m | 250.00000 4587.50| 145.00000 2660.75| 181.00000 3321.35 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0035 715-46020 2.000 EACH| 650.00000 1300.00| 390.00000 780.00| 360.00000 720.00 PIPE END SECTION, 600 mm | | | 0036 715-46040 2.000 EACH| 900.00000 1800.00| 660.00000 1320.00| 575.00000 1150.00 PIPE END SECTION, 900 mm | | | 0037 723-06660 45.400 m2 | 800.00000 36320.00| 450.00000 20430.00| 650.00000 29510.00 WINGWALL | | | 0038 723-07034 17.000 m | 5800.00000 98600.00| 8650.00000 147050.00| 5600.00000 95200.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-2040801 |(9) 35-2072438 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 2.000 EACH| 250.00000 500.00| 225.00000 450.00| 225.00000 450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 6.000 EACH| 60.00000 360.00| 56.00000 336.00| 58.00000 348.00 BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 65.00000 520.00| 61.00000 488.00| 61.00000 488.00 BARRICADE, IIIB | | | 0042 801-06625 39.000 EACH| 75.00000 2925.00| 69.50000 2710.50| 69.50000 2710.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 2.000 EACH| 175.00000 350.00| 150.00000 300.00| 150.00000 300.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 5400.00000 5400.00| 1000.00000 1000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 36.250 m | 3.50000 126.88| 3.25000 117.81| 3.25000 117.81 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 290.000 m | 3.50000 1015.00| 3.25000 942.50| 3.25000 942.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 338,789.74| $ 344,481.24| $ 359,810.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 338,789.74| $ 344,481.24| $ 359,810.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0918397 | |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1295.31000 5181.24| 3000.00000 12000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6414.49000 6414.49| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19230.17000 19230.17| 21900.00000 21900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7691.44000 7691.44| 8750.00000 8750.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 14331.06000 14331.06| 23000.00000 23000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 177.400 m2 | 12.08000 2142.99| 14.00000 2483.60| SURFACE MILLING, ASPHALT | | | 0007 203-02000 608.660 m3 | 16.93000 10304.61| 30.00000 18259.80| EXCAVATION, COMMON | | | 0008 205-02229 24.000 m | 17.79000 426.96| 40.00000 960.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 2.000 EACH| 92.23000 184.46| 175.00000 350.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 191.930 m3 | 55.72000 10694.34| 40.00000 7677.20| B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 245.140 m3 | 246.43000 60409.85| 80.00000 19611.20| FLOWABLE MORTAR | | | 0012 303-52308 324.500 Mg | 20.55000 6668.48| 18.00000 5841.00| COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 299.250 Mg | 52.09000 15587.93| 50.00000 14962.50| HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 79.943 Mg | 52.09000 4164.23| 50.00000 3997.15| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 66.060 Mg | 83.34000 5505.44| 80.00000 5284.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 176.283 Mg | 46.88000 8264.15| 45.00000 7932.74| HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 681.500 m2 | 2.86000 1949.09| 2.75000 1874.13| SEAL COAT, 2 | | | 0018 405-05518 681.500 m2 | 1.30000 885.95| 1.25000 851.88| ASPHALT FOR PRIME COAT | | | 0019 406-05521 1309.800 m2 | 0.10000 130.98| 0.10000 130.98| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0918397 | |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01839 1.000 EACH| 1692.76000 1692.76| 1715.00000 1715.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-01846 1.000 EACH| 1692.76000 1692.76| 1715.00000 1715.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 2.000 EACH| 2291.74000 4583.48| 2340.00000 4680.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 99.095 m | 46.88000 4645.57| 31.40000 3111.58| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 9.000 EACH| 104.17000 937.53| 106.00000 954.00| RIGHT OF WAY MARKER | | | 0025 616-02320 278.150 m2 | 2.60000 723.19| 5.00000 1390.75| GEOTEXTILES | | | 0026 616-05689 360.000 Mg | 36.99000 13316.40| 35.00000 12600.00| RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 687.52000 687.52| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.015 Mg | 989.62000 14.84| 800.00000 12.00| FERTILIZER | | | 0029 621-06548 0.704 kg | 60.42000 42.54| 75.00000 52.80| SEED MIXTURE, CV | | | 0030 621-06559 929.492 m2 | 1.46000 1357.06| 0.30000 278.85| MULCHED SEEDING, R | | | 0031 621-06567 7.460 kL | 1.04000 7.76| 15.00000 111.90| WATER | | | 0032 621-06574 343.000 m2 | 5.89000 2020.27| 5.00000 1715.00| SODDING | | | 0033 715-05173 13.400 m | 178.94000 2397.80| 95.00000 1273.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0034 715-05177 18.350 m | 187.77000 3445.58| 160.00000 2936.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0035 715-46020 2.000 EACH| 325.77000 651.54| 270.00000 540.00| PIPE END SECTION, 600 mm | | | 0036 715-46040 2.000 EACH| 528.82000 1057.64| 525.00000 1050.00| PIPE END SECTION, 900 mm | | | 0037 723-06660 45.400 m2 | 722.03000 32780.16| 702.00000 31870.80| WINGWALL | | | 0038 723-07034 17.000 m | 7115.16000 120957.72| 11825.00000 201025.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 391 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,107.32 ROUTE : 58 CALL ORDER : 391 CONTRACT ID : M -23981-A COUNTIES : DAVIESS LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0918397 | |WEDDLE BROTHERS CONSTRUCTION|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-04308 2.000 EACH| 234.38000 468.76| 225.00000 450.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 6.000 EACH| 58.34000 350.04| 56.00000 336.00| BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 63.54000 508.32| 61.00000 488.00| BARRICADE, IIIB | | | 0042 801-06625 39.000 EACH| 72.40000 2823.60| 69.50000 2710.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 2.000 EACH| 156.26000 312.52| 150.00000 300.00| CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 5854.12000 5854.12| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0045 808-06712 36.250 m | 3.39000 122.89| 3.25000 117.81| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 290.000 m | 3.39000 983.10| 3.25000 942.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 384,603.33| $ 438,743.47| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,603.33| $ 438,743.47| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 395 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 282,711.49 ROUTE : 32 CALL ORDER : 395 CONTRACT ID : M -25635-B COUNTIES : DELAWARE LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 284,863.80 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 14000.00000 14000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 27500.000 m2 | 2.00000 55000.00| | SURFACE MILLING, ASPHALT , 38mm | | | 0004 305-05204 100.000 Mg | 100.00000 10000.00| | HMA FOR PATCHING | | | 0005 401-05457 2475.000 Mg | 69.00000 170775.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0006 406-05520 6.900 Mg | 200.00000 1380.00| | ASPHALT FOR TACK COAT | | | 0007 801-06203 250.000 m | 3.00000 750.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0008 801-06207 250.000 m | 4.00000 1000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 26.000 EACH| 100.00000 2600.00| | CONSTRUCTION SIGN, A | | | 0010 801-06710 30.000 DAY | 20.00000 600.00| | FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 17300.00000 17300.00| | MAINTAINING TRAFFIC | | | 0012 808-06701 630.000 m | 0.82000 516.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0013 808-06703 210.000 m | 0.82000 172.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0014 808-75297 205.000 m | 8.00000 1640.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 395 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 282,711.49 ROUTE : 32 CALL ORDER : 395 CONTRACT ID : M -25635-B COUNTIES : DELAWARE LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75300 790.000 m | 3.00000 2370.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0016 808-75320 17.000 EACH| 45.00000 765.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0017 808-75325 9.000 EACH| 55.00000 495.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 284,863.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,863.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 397 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 119,462.83 ROUTE : SPECIAL ROAD CALL ORDER : 397 CONTRACT ID : M -25695-B COUNTIES : HENDRICKS LETTING DATE : 08/14/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1033872 GRADY BROTHERS, INC. $ 117,607.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 157,152.50 133.6245% ==================================================================================================================================== |(1) 35-1033872 |(2) 35-0918397 | |GRADY BROTHERS, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 1400.00000 1400.00| 10650.00000 10650.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 200.000 Mg | 37.00000 7400.00| 100.00000 20000.00| COMPACTED AGGREGATE, O, 53 | | | 0003 303-52309 10.000 Mg | 37.00000 370.00| 30.00000 300.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 305-05204 200.000 Mg | 82.00000 16400.00| 82.00000 16400.00| HMA FOR PATCHING | | | 0005 305-05206 40.000 Mg | 82.00000 3280.00| 50.00000 2000.00| WIDENING WITH HMA | | | 0006 402-05495 2100.000 Mg | 39.50000 82950.00| 50.00000 105000.00| HMA WEDGE AND LEVEL | | | 0007 405-05517 3.700 Mg | 445.00000 1646.50| 275.00000 1017.50| ASPHALT FOR PRIME COAT | | | 0008 406-05520 4.200 Mg | 500.00000 2100.00| 175.00000 735.00| ASPHALT FOR TACK COAT | | | 0009 801-06640 15.000 EACH| 130.00000 1950.00| 50.00000 750.00| CONSTRUCTION SIGN, A | | | 0010 808-75297 3.000 m | 37.00000 111.00| 100.00000 300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 117,607.50| $ 157,152.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,607.50| $ 157,152.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 401 CONTRACT ID : M -25777-A COUNTIES : PUTNAM LETTING DATE : 08/14/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 76,358.10 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 88,450.00 115.8357% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 32 CALL ORDER : 411 CONTRACT ID : M -25828-A COUNTIES : DELAWARE LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 61,692.60 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 65,911.00 106.8377% 3 35-1058755 BAKER & SCHULTZ, INC. $ 70,029.60 113.5137% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 77,704.88 125.9549% 5 35-1315965 FOX CONTRACTORS CORP. $ 117,106.34 189.8223% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 415 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 164,798.67 ROUTE : VARIOUS CALL ORDER : 415 CONTRACT ID : M -25830-A COUNTIES : VARIOUS LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0989223 TRAFFIC SPECIALISTS, INC. $ 106,211.50 100.0000% 2 35-1983873 M A S MARKERS, INC. $ 157,984.90 148.7455% 3 34-1262474 LAKE ERIE CONTRUCTION COMPANY $ 202,450.00 190.6102% ==================================================================================================================================== |(1) 31-0989223 |(2) 35-1983873 |(3) 34-1262474 |TRAFFIC SPECIALISTS, INC. |M A S MARKERS, INC. |LAKE ERIE CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RAISED PAVEMENT MARKER REFIUBISHMENT | | | 0001 110-01001 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 24050.00000 24050.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 801-06710 90.000 DAY | 1.00000 90.00| 1.00000 90.00| 5.00000 450.00 FLASHING ARROW SIGN | | | 0003 801-06775 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 46333.00000 46333.00 MAINTAINING TRAFFIC | | | 0004 801-92448 180.000 DAY | 1.00000 180.00| 0.50000 90.00| 1.00000 180.00 CONSTRUCTION SIGNS, MOBILE | | | 0005 808-01226 681.000 EACH| 15.00000 10215.00| 50.84000 34622.04| 12.00000 8172.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0006 808-75994 20246.000 EACH| 4.25000 86045.50| 5.17000 104671.82| 5.90000 119451.40 PRISMATIC REFLECTOR | | | 0007 808-75996 681.000 EACH| 1.00000 681.00| 19.84000 13511.04| 5.60000 3813.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 106,211.50| $ 157,984.90| $ 202,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,211.50| $ 157,984.90| $ 202,450.00 ====================================================================================================================================