INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,665.27 ROUTE : 213 CALL ORDER : 510 CONTRACT ID : M -23829-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/10/99 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, INC. $ 186,848.55 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. CONDITIONAL $ 214,182.25 114.6287% 3 35-1523985 WIRTZ & YATES, INC. $ 214,417.52 114.7547% 4 35-1212938 ATLAS EXCAVATING, INC. $ 216,128.50 115.6704% 5 35-1325036 DEICHMAN EXCAVATING COMPANY, INC. $ 231,000.00 123.6295% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1912582 |(3) 35-1523985 |B & P CONSTRUCTION, INC. |EDSAM CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1100.00000 6600.00| 1320.00000 7920.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 9250.00000 9250.00| 14900.00000 14900.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51330 LUMP| 22000.00000 22000.00| 26800.00000 26800.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0004 202-60820 450.000 m2 | 5.00000 2250.00| 6.05000 2722.50| 6.00000 2700.00 SURFACE MILLING, ASPHALT | | | 0005 205-02224 120.000 m | 3.50000 420.00| 11.00000 1320.00| 10.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0006 205-02229 25.000 m | 7.00000 175.00| 22.00000 550.00| 15.00000 375.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 265.000 m3 | 23.16000 6137.40| 28.60000 7579.00| 28.73000 7613.45 B BORROW FOR STRUCTURE BACKFILL | | | 0008 305-05204 95.000 Mg | 66.00000 6270.00| 66.00000 6270.00| 72.00000 6840.00 HMA FOR PATCHING | | | 0009 402-05474 19.000 Mg | 61.00000 1159.00| 60.50000 1149.50| 61.60000 1170.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 37.000 Mg | 71.50000 2645.50| 82.50000 3052.50| 72.00000 2664.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05481 37.000 Mg | 66.60000 2464.20| 66.00000 2442.00| 72.00000 2664.00 HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05490 9.000 Mg | 72.15000 649.35| 71.50000 643.50| 72.00000 648.00 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,665.27 ROUTE : 213 CALL ORDER : 510 CONTRACT ID : M -23829-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1912582 |(3) 35-1523985 |B & P CONSTRUCTION, INC. |EDSAM CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 406-05520 0.450 Mg | 500.00000 225.00| 550.00000 247.50| 600.00000 270.00 ASPHALT FOR TACK COAT | | | 0014 601-94689 4.000 EACH| 3263.59000 13054.36| 3256.00000 13024.00| 3315.20000 13260.80 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 61.000 m | 52.52000 3203.72| 67.54000 4119.94| 50.00000 3050.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 616-02320 90.000 m2 | 3.00000 270.00| 3.30000 297.00| 8.33000 749.70 GEOTEXTILES | | | 0017 616-06396 95.000 Mg | 17.30000 1643.50| 33.00000 3135.00| 30.00000 2850.00 RIPRAP | | | 0018 621-01004 1.000 EACH| 600.00000 600.00| 330.00000 330.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 500.000 m2 | 0.65000 325.00| 2.20000 1100.00| 1.20000 600.00 MULCHED SEEDING, R | | | 0020 621-06574 70.000 m2 | 5.00000 350.00| 22.00000 1540.00| 20.00000 1400.00 SODDING | | | 0021 702-51015 89.000 m3 | 290.00000 25810.00| 275.00000 24475.00| 400.00000 35600.00 CONCRETE, B, FOOTINGS | | | 0022 703-51032 2135.000 kg | 1.15000 2455.25| 1.65000 3522.75| 1.32000 2818.20 REINFORCING STEEL, EPOXY COATED | | | 0023 714-02544 4.000 EACH| 4750.00000 19000.00| 4620.00000 18480.00| 6000.00000 24000.00 WINGWALL, PRECAST CONCRETE | | | 0024 714-03904 14.021 m | 3970.00000 55663.37| 4160.00000 58327.36| 3209.47000 44999.97 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 4800 mm x 3000 mm | | | 0025 801-06049 175.000 m | 2.50000 437.50| 3.30000 577.50| 4.20000 735.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0026 801-06605 2.000 EACH| 39.60000 79.20| 39.60000 79.20| 140.00000 280.00 BARRICADE, IIIA | | | 0027 801-06606 2.000 EACH| 60.50000 121.00| 60.50000 121.00| 220.00000 440.00 BARRICADE, IIIB | | | 0028 801-06625 18.000 EACH| 64.90000 1168.20| 64.90000 1168.20| 130.00000 2340.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 10.000 EACH| 55.00000 550.00| 55.00000 550.00| 110.00000 1100.00 CONSTRUCTION SIGN, A | | | 0030 801-06643 175.000 m | 4.00000 700.00| 4.40000 770.00| 4.60000 805.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0031 801-06775 LUMP| 500.00000 500.00| 6300.00000 6300.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,665.27 ROUTE : 213 CALL ORDER : 510 CONTRACT ID : M -23829-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1912582 |(3) 35-1523985 |B & P CONSTRUCTION, INC. |EDSAM CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-06713 160.000 m | 2.10000 336.00| 2.09000 334.40| 1.70000 272.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 160.000 m | 2.10000 336.00| 2.09000 334.40| 1.70000 272.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 186,848.55| $ 214,182.25| $ 214,417.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 186,848.55| $ 214,182.25| $ 214,417.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,665.27 ROUTE : 213 CALL ORDER : 510 CONTRACT ID : M -23829-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1325036 | |ATLAS EXCAVATING, INC. |DEICHMAN EXCAVATING COMPANY,| 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 6.000 MOS | 600.00000 3600.00| 1200.00000 7200.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 26094.12000 26094.12| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51330 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0004 202-60820 450.000 m2 | 5.50000 2475.00| 3.75000 1687.50| SURFACE MILLING, ASPHALT | | | 0005 205-02224 120.000 m | 6.70000 804.00| 7.05000 846.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0006 205-02229 25.000 m | 6.90000 172.50| 11.85000 296.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 265.000 m3 | 35.00000 9275.00| 35.00000 9275.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 305-05204 95.000 Mg | 77.00000 7315.00| 66.00000 6270.00| HMA FOR PATCHING | | | 0009 402-05474 19.000 Mg | 60.00000 1140.00| 60.50000 1149.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 37.000 Mg | 70.00000 2590.00| 71.50000 2645.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05481 37.000 Mg | 65.00000 2405.00| 66.00000 2442.00| HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05490 9.000 Mg | 70.00000 630.00| 71.50000 643.50| HMA SURFACE 9.5 mm, SHOULDER | | | 0013 406-05520 0.450 Mg | 520.00000 234.00| 550.00000 247.50| ASPHALT FOR TACK COAT | | | 0014 601-94689 4.000 EACH| 3200.00000 12800.00| 3520.00000 14080.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 61.000 m | 47.00000 2867.00| 57.20000 3489.20| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 616-02320 90.000 m2 | 3.00000 270.00| 5.00000 450.00| GEOTEXTILES | | | 0017 616-06396 95.000 Mg | 37.00000 3515.00| 35.00000 3325.00| RIPRAP | | | 0018 621-01004 1.000 EACH| 330.00000 330.00| 330.00000 330.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,665.27 ROUTE : 213 CALL ORDER : 510 CONTRACT ID : M -23829-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1325036 | |ATLAS EXCAVATING, INC. |DEICHMAN EXCAVATING COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 621-06559 500.000 m2 | 1.15000 575.00| 1.15000 575.00| MULCHED SEEDING, R | | | 0020 621-06574 70.000 m2 | 17.50000 1225.00| 18.15000 1270.50| SODDING | | | 0021 702-51015 89.000 m3 | 150.00000 13350.00| 500.00000 44500.00| CONCRETE, B, FOOTINGS | | | 0022 703-51032 2135.000 kg | 1.20000 2562.00| 1.00000 2135.00| REINFORCING STEEL, EPOXY COATED | | | 0023 714-02544 4.000 EACH| 5500.00000 22000.00| 5000.00000 20000.00| WINGWALL, PRECAST CONCRETE | | | 0024 714-03904 14.021 m | 7000.00000 98147.00| 3580.00000 50195.18| CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 4800 mm x 3000 mm | | | 0025 801-06049 175.000 m | 1.30000 227.50| 1.10000 192.50| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0026 801-06605 2.000 EACH| 45.00000 90.00| 40.00000 80.00| BARRICADE, IIIA | | | 0027 801-06606 2.000 EACH| 70.00000 140.00| 60.00000 120.00| BARRICADE, IIIB | | | 0028 801-06625 18.000 EACH| 80.00000 1440.00| 65.00000 1170.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 10.000 EACH| 70.00000 700.00| 55.00000 550.00| CONSTRUCTION SIGN, A | | | 0030 801-06643 175.000 m | 3.30000 577.50| 3.25000 568.75| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0031 801-06775 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0032 808-06713 160.000 m | 2.10000 336.00| 2.10000 336.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 160.000 m | 2.10000 336.00| 2.10000 336.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 216,128.50| $ 231,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 216,128.50| $ 231,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,594.65 ROUTE : US 36 CALL ORDER : 520 CONTRACT ID : M -23991-A COUNTIES : HENDRICKS MARION LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 126,262.69 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING COMPANY, INC $ 139,820.30 110.7376% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 160,814.69 127.3651% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 162,705.00 128.8622% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-1917625 |SHELLY & SANDS, INC. & SUBSI|CALUMET ASPHALT PAVING COMPA|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 2.000 MOS | 2000.00000 4000.00| 2000.00000 4000.00| 3232.34000 6464.68 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2500.00000 2500.00| 5800.00000 5800.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 841.000 m2 | 11.25000 9461.25| 9.00000 7569.00| 15.89000 13363.49 PAVEMENT, REMOVE | | | 0005 202-02278 257.000 m | 17.30000 4446.10| 19.75000 5075.75| 17.34000 4456.38 CURB, CONCRETE, REMOVE | | | 0006 202-60820 225.000 m2 | 4.10000 922.50| 13.25000 2981.25| 22.94000 5161.50 SURFACE MILLING, ASPHALT | | | 0007 203-02000 62.000 m3 | 38.60000 2393.20| 30.00000 1860.00| 80.00000 4960.00 EXCAVATION, COMMON | | | 0008 203-02070 406.000 m3 | 12.56000 5099.36| 30.00000 12180.00| 16.40000 6658.40 BORROW | | | 0009 211-02060 16.000 m3 | 15.00000 240.00| 67.00000 1072.00| 13.05000 208.80 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 7.000 Mg | 10.30000 72.10| 50.00000 350.00| 57.60000 403.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 303-52309 144.000 Mg | 15.50000 2232.00| 25.00000 3600.00| 41.82000 6022.08 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 305-05206 191.000 Mg | 33.75000 6446.25| 55.00000 10505.00| 85.83000 16393.53 WIDENING WITH HMA | | | 0013 402-05490 14.000 Mg | 47.10000 659.40| 150.00000 2100.00| 294.24000 4119.36 HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05521 217.000 m2 | 0.90000 195.30| 0.50000 108.50| 0.05000 10.85 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,594.65 ROUTE : US 36 CALL ORDER : 520 CONTRACT ID : M -23991-A COUNTIES : HENDRICKS MARION LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-1917625 |SHELLY & SANDS, INC. & SUBSI|CALUMET ASPHALT PAVING COMPA|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 605-06121 414.000 m | 78.00000 32292.00| 75.00000 31050.00| 54.00000 22356.00 CURB, CONCRETE, B | | | 0016 621-06574 1143.000 m2 | 4.05000 4629.15| 5.00000 5715.00| 4.00000 4572.00 SODDING | | | 0017 715-05048 228.000 m | 20.40000 4651.20| 27.00000 6156.00| 9.10000 2074.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0018 715-05149 31.000 m | 86.10000 2669.10| 87.00000 2697.00| 271.02000 8401.62 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0019 718-52610 42.000 m3 | 30.50000 1281.00| 52.00000 2184.00| 34.70000 1457.40 AGGREGATE FOR UNDERDRAINS | | | 0020 718-99153 227.000 m2 | 1.30000 295.10| 5.00000 1135.00| 1.60000 363.20 GEOTEXTILES FOR UNDERDRAIN | | | 0021 720-91972 6.000 EACH| 567.50000 3405.00| 2500.00000 15000.00| 1128.55000 6771.30 INLET, RELOCATE | | | 0022 801-06640 32.000 EACH| 47.00000 1504.00| 50.00000 1600.00| 73.50000 2352.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 26550.16000 26550.16| 8250.00000 8250.00| 25400.00000 25400.00 MAINTAINING TRAFFIC | | | 0024 808-01238 4.000 EACH| 157.00000 628.00| 170.00000 680.00| 210.00000 840.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0025 808-06705 62.000 m | 3.40000 210.80| 3.60000 223.20| 3.20000 198.40 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0026 808-06713 494.000 m | 1.30000 642.20| 1.40000 691.60| 1.10000 543.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06716 570.000 m | 1.73000 986.10| 1.40000 798.00| 1.70000 969.00 LINE, REMOVE | | | 0028 808-75297 73.000 m | 10.20000 744.60| 11.00000 803.00| 13.70000 1000.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75320 6.000 EACH| 52.31000 313.86| 56.00000 336.00| 63.00000 378.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 4.000 EACH| 73.24000 292.96| 75.00000 300.00| 78.80000 315.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 126,262.69| $ 139,820.30| $ 160,814.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 126,262.69| $ 139,820.30| $ 160,814.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,594.65 ROUTE : US 36 CALL ORDER : 520 CONTRACT ID : M -23991-A COUNTIES : HENDRICKS MARION LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 2.000 MOS | 3100.00000 6200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8100.00000 8100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 841.000 m2 | 15.50000 13035.50| | PAVEMENT, REMOVE | | | 0005 202-02278 257.000 m | 19.00000 4883.00| | CURB, CONCRETE, REMOVE | | | 0006 202-60820 225.000 m2 | 16.00000 3600.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 62.000 m3 | 44.00000 2728.00| | EXCAVATION, COMMON | | | 0008 203-02070 406.000 m3 | 34.00000 13804.00| | BORROW | | | 0009 211-02060 16.000 m3 | 36.00000 576.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 7.000 Mg | 83.00000 581.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 303-52309 144.000 Mg | 28.00000 4032.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 305-05206 191.000 Mg | 92.00000 17572.00| | WIDENING WITH HMA | | | 0013 402-05490 14.000 Mg | 147.00000 2058.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05521 217.000 m2 | 1.50000 325.50| | ASPHALT FOR TACK COAT | | | 0015 605-06121 414.000 m | 62.00000 25668.00| | CURB, CONCRETE, B | | | 0016 621-06574 1143.000 m2 | 4.50000 5143.50| | SODDING | | | 0017 715-05048 228.000 m | 30.00000 6840.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0018 715-05149 31.000 m | 145.00000 4495.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0019 718-52610 42.000 m3 | 72.00000 3024.00| | AGGREGATE FOR UNDERDRAINS | | | 0020 718-99153 227.000 m2 | 4.00000 908.00| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,594.65 ROUTE : US 36 CALL ORDER : 520 CONTRACT ID : M -23991-A COUNTIES : HENDRICKS MARION LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 720-91972 6.000 EACH| 1000.00000 6000.00| | INLET, RELOCATE | | | 0022 801-06640 32.000 EACH| 95.00000 3040.00| | CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 18796.90000 18796.90| | MAINTAINING TRAFFIC | | | 0024 808-01238 4.000 EACH| 180.00000 720.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0025 808-06705 62.000 m | 4.00000 248.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0026 808-06713 494.000 m | 1.40000 691.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06716 570.000 m | 2.00000 1140.00| | LINE, REMOVE | | | 0028 808-75297 73.000 m | 11.00000 803.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75320 6.000 EACH| 60.00000 360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 4.000 EACH| 83.00000 332.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 162,705.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 162,705.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 525 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,208.25 ROUTE : US 231,SR 64,162,164 CALL ORDER : 525 CONTRACT ID : M -24196-B COUNTIES : DUBOIS LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 785,388.35 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 801,997.00 102.1147% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL ONLY | | | 0001 105-06790 5.000 MOS | 385.00000 1925.00| 1100.00000 5500.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 39000.00000 39000.00| 23200.00000 23200.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02676 10350.000 Mg | 1.50000 15525.00| 4.00000 41400.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0004 202-60820 133000.000 m2 | 0.38000 50540.00| 0.38000 50540.00| SURFACE MILLING, ASPHALT | | | 0005 202-96151 LUMP| 716.00000 716.00| 225.00000 225.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0006 305-05204 300.000 Mg | 145.00000 43500.00| 85.00000 25500.00| HMA FOR PATCHING | | | 0007 401-05456 10350.000 Mg | 43.50000 450225.00| 50.00000 517500.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 300.000 Mg | 72.00000 21600.00| 50.00000 15000.00| HMA WEDGE AND LEVEL | | | 0009 406-05520 33.000 Mg | 160.00000 5280.00| 130.00000 4290.00| ASPHALT FOR TACK COAT | | | 0010 604-06070 4.000 m2 | 326.00000 1304.00| 200.00000 800.00| SIDEWALK, CONCRETE | | | 0011 605-06120 4.000 m | 340.00000 1360.00| 140.00000 560.00| CURB, CONCRETE | | | 0012 720-44000 10.000 EACH| 433.00000 4330.00| 200.00000 2000.00| CASTING, ADJUST TO GRADE | | | 0013 720-94458 1.000 EACH| 2860.00000 2860.00| 6500.00000 6500.00| MANHOLE, J3 | | | 0014 801-06049 2240.000 m | 0.56000 1254.40| 0.85000 1904.00| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 525 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,208.25 ROUTE : US 231,SR 64,162,164 CALL ORDER : 525 CONTRACT ID : M -24196-B COUNTIES : DUBOIS LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 159.000 EACH| 73.15000 11630.85| 70.00000 11130.00| CONSTRUCTION SIGN, A | | | 0016 801-06643 2240.000 m | 2.40000 5376.00| 2.75000 6160.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0017 801-06775 LUMP| 52500.00000 52500.00| 16862.50000 16862.50| MAINTAINING TRAFFIC | | | 0018 805-02440 1010.000 m | 1.05000 1060.50| 1.00000 1010.00| SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0019 805-78795 366.000 m | 27.40000 10028.40| 26.25000 9607.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0020 808-06703 1000.000 m | 0.90000 900.00| 0.85000 850.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0021 808-75240 5600.000 m | 0.90000 5040.00| 0.85000 4760.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0022 808-75247 22400.000 m | 0.90000 20160.00| 0.85000 19040.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | 0023 808-75260 84.000 m | 9.90000 831.60| 9.50000 798.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0024 808-75274 138.000 m | 9.90000 1366.20| 9.50000 1311.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0025 808-75297 305.000 m | 9.90000 3019.50| 9.50000 2897.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75300 854.000 m | 2.90000 2476.60| 2.75000 2348.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0027 808-75320 125.000 EACH| 52.25000 6531.25| 50.00000 6250.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 111.000 EACH| 76.30000 8469.30| 73.00000 8103.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75340 12.000 EACH| 287.00000 3444.00| 275.00000 3300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0030 808-75350 2.000 EACH| 156.75000 313.50| 150.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 525 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,208.25 ROUTE : US 231,SR 64,162,164 CALL ORDER : 525 CONTRACT ID : M -24196-B COUNTIES : DUBOIS LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75996 325.000 EACH| 4.95000 1608.75| 5.00000 1625.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 325.000 EACH| 34.50000 11212.50| 33.00000 10725.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 785,388.35| $ 801,997.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 785,388.35| $ 801,997.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,474.03 ROUTE : 27 CALL ORDER : 530 CONTRACT ID : M -24228-A COUNTIES : ALLEN LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 91,120.45 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 97,863.55 107.4002% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 101,125.60 110.9801% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1817530 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RAILROAD CROSSING REMOVAL | | | 0001 105-06790 3.000 MOS | 2450.00000 7350.00| 1000.00000 3000.00| 1500.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 4800.00000 4800.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 12.700 m | 17.50000 222.25| 20.00000 254.00| 35.00000 444.50 CURB, CONCRETE, REMOVE | | | 0004 202-52710 55.000 m2 | 8.25000 453.75| 12.00000 660.00| 12.00000 660.00 SIDEWALK, CONCRETE, REMOVE | | | 0005 202-93135 LUMP| 35000.00000 35000.00| 30600.00000 30600.00| 30000.00000 30000.00 RAILROAD CROSSING, REMOVE | | | 0006 202-96022 2.000 EACH| 400.00000 800.00| 1500.00000 3000.00| 675.00000 1350.00 CONCRETE FOUNDATION, REMOVE | | | 0007 305-05204 282.000 Mg | 74.00000 20868.00| 135.00000 38070.00| 75.00000 21150.00 HMA FOR PATCHING | | | 0008 604-06069 14.300 m2 | 58.00000 829.40| 35.00000 500.50| 45.00000 643.50 CURB RAMP, CONCRETE | | | 0009 604-91531 54.000 m2 | 48.00000 2592.00| 5.00000 270.00| 31.40000 1695.60 SIDEWALK, CONCRETE, 100 mm | | | 0010 605-06120 26.200 m | 60.00000 1572.00| 80.00000 2096.00| 60.00000 1572.00 CURB, CONCRETE | | | 0011 621-01004 1.000 EACH| 675.00000 675.00| 675.00000 675.00| 485.00000 485.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06560 360.000 m2 | 1.80000 648.00| 1.80000 648.00| 2.15000 774.00 MULCHED SEEDING, U | | | 0013 801-04627 20.000 DAY | 200.00000 4000.00| 180.00000 3600.00| 635.00000 12700.00 WATCHMAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,474.03 ROUTE : 27 CALL ORDER : 530 CONTRACT ID : M -24228-A COUNTIES : ALLEN LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1817530 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06606 6.000 EACH| 88.00000 528.00| 88.00000 528.00| 115.00000 690.00 BARRICADE, IIIB | | | 0015 801-06640 27.000 EACH| 68.00000 1836.00| 68.00000 1836.00| 88.85000 2398.95 CONSTRUCTION SIGN, A | | | 0016 801-06645 4.000 EACH| 28.00000 112.00| 28.00000 112.00| 28.00000 112.00 CONSTRUCTION SIGN, B | | | 0017 801-06710 32.000 DAY | 10.00000 320.00| 75.00000 2400.00| 35.50000 1136.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0019 808-75297 20.500 m | 50.00000 1025.00| 50.00000 1025.00| 50.00000 1025.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0020 808-75300 141.000 m | 2.05000 289.05| 2.05000 289.05| 2.05000 289.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 91,120.45| $ 97,863.55| $ 101,125.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,120.45| $ 97,863.55| $ 101,125.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 540 CONTRACT ID : M -24243-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 120,625.37 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 124,125.81 102.9019% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,354.07 ROUTE : 14 CALL ORDER : 550 CONTRACT ID : M -24351-A COUNTIES : PULASKI LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 415,479.75 100.0000% 2 35-1621699 CENTRAL PAVING, INC. $ 431,835.46 103.9365% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 518,719.98 124.8484% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1621699 |(3) 35-0918397 |E & B PAVING, INC. |CENTRAL PAVING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 1800.00000 5400.00| 1500.00000 4500.00| 1000.00000 3000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1780.000 m2 | 2.40000 4272.00| 2.00000 3560.00| 2.25000 4005.00 SURFACE MILLING, ASPHALT | | | 0004 202-60822 26855.000 m2 | 1.00000 26855.00| 1.00000 26855.00| 2.50000 67137.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 303-04095 260.000 Mg | 18.00000 4680.00| 17.00000 4420.00| 18.00000 4680.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 , LIMESTONE | | | 0006 305-03055 65.000 Mg | 280.00000 18200.00| 290.00000 18850.00| 380.00000 24700.00 SPECIAL JOINT PATCHING MATERIAL | | | 0007 305-05204 60.000 Mg | 75.00000 4500.00| 150.00000 9000.00| 265.00000 15900.00 HMA FOR PATCHING | | | 0008 305-05206 1220.000 Mg | 47.50000 57950.00| 46.50000 56730.00| 67.00000 81740.00 WIDENING WITH HMA | | | 0011 406-05520 17.000 Mg | 165.00000 2805.00| 133.00000 2261.00| 290.00000 4930.00 ASPHALT FOR TACK COAT | | | 0012 601-06037 2.000 EACH| 625.00000 1250.00| 625.00000 1250.00| 687.50000 1375.00 GUARDRAIL END TREATMENT, I | | | 0013 601-99105 42.000 m | 56.00000 2352.00| 56.00000 2352.00| 61.60000 2587.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0014 610-05527 654.000 Mg | 55.00000 35970.00| 60.00000 39240.00| 65.00000 42510.00 HMA FOR APPROACHES | | | 0015 612-04315 7.000 Mg | 800.00000 5600.00| 800.00000 5600.00| 890.00000 6230.00 ASPHALT MATERIAL FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,354.07 ROUTE : 14 CALL ORDER : 550 CONTRACT ID : M -24351-A COUNTIES : PULASKI LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1621699 |(3) 35-0918397 |E & B PAVING, INC. |CENTRAL PAVING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 612-60410 128.000 EACH| 6.50000 832.00| 6.50000 832.00| 8.50000 1088.00 DRILLED HOLE FOR UNDERSEAL | | | 0017 720-44000 7.000 EACH| 300.00000 2100.00| 325.00000 2275.00| 240.00000 1680.00 CASTING, ADJUST TO GRADE | | | 0018 801-06640 23.000 EACH| 50.00000 1150.00| 50.00000 1150.00| 55.00000 1265.00 CONSTRUCTION SIGN, A | | | 0019 801-06731 185.000 m | 2.20000 407.00| 3.50000 647.50| 2.75000 508.75 TEMPORARY PAVEMENT MARKING, I | | | 0020 801-06732 185.000 m | 0.65000 120.25| 0.70000 129.50| 1.25000 231.25 TEMPORARY PAVEMENT MARKING, II | | | 0021 801-06775 LUMP| 50000.00000 50000.00| 18000.00000 18000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0022 808-06706 16.000 m | 20.00000 320.00| 16.50000 264.00| 18.20000 291.20 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0023 808-06712 336.000 m | 0.25000 84.00| 0.16000 53.76| 0.18000 60.48 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 3841.000 m | 0.25000 960.25| 0.16000 614.56| 0.18000 691.38 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 1829.000 m | 0.25000 457.25| 0.16000 292.64| 0.18000 329.22 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 402-05473 3625.000 Mg | 28.00000 101500.00| 32.00000 116000.00| 34.75000 125968.75 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0027 402-05477 2335.000 Mg | 29.00000 67715.00| 35.10000 81958.50| 36.75000 85811.25 HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 415,479.75| $ 431,835.46| $ 518,719.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,479.75| $ 431,835.46| $ 518,719.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,053.60 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : M -24352-A COUNTIES : KOSCIUSKO LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/08/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 272,489.25 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 284,527.13 104.4177% 3 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 293,733.00 107.7961% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 311,823.00 114.4349% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 34-4272670 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 13700.00000 13700.00| 14200.00000 14200.00| 29300.00000 29300.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 765.000 m2 | 6.00000 4590.00| 3.59000 2746.35| 6.00000 4590.00 SURFACE MILLING, ASPHALT | | | 0003 202-60822 110.000 m2 | 6.00000 660.00| 3.59000 394.90| 8.00000 880.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0004 303-52309 180.000 Mg | 13.00000 2340.00| 12.46000 2242.80| 35.00000 6300.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 16.000 Mg | 65.00000 1040.00| 104.33000 1669.28| 130.00000 2080.00 HMA FOR PATCHING | | | 0006 310-04013 645.000 m2 | 130.00000 83850.00| 136.41000 87984.45| 75.00000 48375.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0007 402-05474 1690.000 Mg | 27.50000 46475.00| 28.05000 47404.50| 34.00000 57460.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0008 402-05477 1155.000 Mg | 32.30000 37306.50| 33.45000 38634.75| 41.00000 47355.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05492 250.000 Mg | 27.50000 6875.00| 47.56000 11890.00| 39.00000 9750.00 HMA SURFACE 12.5 mm, SHOULDER , MEDIAN | | | 0010 402-05493 1075.000 Mg | 24.25000 26068.75| 28.99000 31164.25| 30.00000 32250.00 HMA SURFACE 19.0 mm, SHOULDER , OUTSIDE | | | 0011 406-05520 15.000 Mg | 175.00000 2625.00| 154.32000 2314.80| 85.00000 1275.00 ASPHALT FOR TACK COAT | | | 0012 610-05527 305.000 Mg | 44.00000 13420.00| 49.77000 15179.85| 50.00000 15250.00 HMA FOR APPROACHES | | | 0013 612-04315 16.000 Mg | 565.00000 9040.00| 500.00000 8000.00| 550.00000 8800.00 ASPHALT MATERIAL FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,053.60 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : M -24352-A COUNTIES : KOSCIUSKO LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 34-4272670 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY,|JOHNSON, S.E. COMPANIES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 612-60410 283.000 EACH| 6.50000 1839.50| 6.00000 1698.00| 6.00000 1698.00 DRILLED HOLE FOR UNDERSEAL | | | 0015 720-44000 8.000 EACH| 200.00000 1600.00| 350.00000 2800.00| 275.00000 2200.00 CASTING, ADJUST TO GRADE | | | 0016 801-06640 17.000 EACH| 124.00000 2108.00| 200.00000 3400.00| 124.00000 2108.00 CONSTRUCTION SIGN, A | | | 0017 801-06644 180.000 m | 3.80000 684.00| 2.62000 471.60| 4.50000 810.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0018 801-06645 2.000 EACH| 28.00000 56.00| 20.00000 40.00| 28.00000 56.00 CONSTRUCTION SIGN, B | | | 0019 801-06775 LUMP| 11000.00000 11000.00| 5690.00000 5690.00| 15500.00000 15500.00 MAINTAINING TRAFFIC | | | 0020 801-75048 570.000 m | 1.40000 798.00| 0.33000 188.10| 2.25000 1282.50 TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0021 805-02327 14.000 EACH| 145.00000 2030.00| 145.00000 2030.00| 145.00000 2030.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0022 808-06701 330.000 m | 1.35000 445.50| 1.35000 445.50| 1.35000 445.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0023 808-06703 420.000 m | 1.35000 567.00| 1.35000 567.00| 1.35000 567.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0024 808-06713 1910.000 m | 0.35000 668.50| 0.35000 668.50| 0.35000 668.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 1450.000 m | 0.35000 507.50| 0.35000 507.50| 0.35000 507.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-75297 110.000 m | 12.50000 1375.00| 12.50000 1375.00| 12.50000 1375.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75320 10.000 EACH| 35.50000 355.00| 35.50000 355.00| 35.50000 355.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 10.000 EACH| 46.50000 465.00| 46.50000 465.00| 46.50000 465.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 272,489.25| $ 284,527.13| $ 293,733.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 272,489.25| $ 284,527.13| $ 293,733.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,053.60 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : M -24352-A COUNTIES : KOSCIUSKO LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 12650.00000 12650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 765.000 m2 | 4.50000 3442.50| | SURFACE MILLING, ASPHALT | | | 0003 202-60822 110.000 m2 | 8.70000 957.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0004 303-52309 180.000 Mg | 14.00000 2520.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 16.000 Mg | 190.00000 3040.00| | HMA FOR PATCHING | | | 0006 310-04013 645.000 m2 | 138.00000 89010.00| | PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0007 402-05474 1690.000 Mg | 32.00000 54080.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0008 402-05477 1155.000 Mg | 34.00000 39270.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05492 250.000 Mg | 44.00000 11000.00| | HMA SURFACE 12.5 mm, SHOULDER , MEDIAN | | | 0010 402-05493 1075.000 Mg | 34.00000 36550.00| | HMA SURFACE 19.0 mm, SHOULDER , OUTSIDE | | | 0011 406-05520 15.000 Mg | 220.00000 3300.00| | ASPHALT FOR TACK COAT | | | 0012 610-05527 305.000 Mg | 58.00000 17690.00| | HMA FOR APPROACHES | | | 0013 612-04315 16.000 Mg | 550.00000 8800.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0014 612-60410 283.000 EACH| 6.40000 1811.20| | DRILLED HOLE FOR UNDERSEAL | | | 0015 720-44000 8.000 EACH| 245.00000 1960.00| | CASTING, ADJUST TO GRADE | | | 0016 801-06640 17.000 EACH| 130.00000 2210.00| | CONSTRUCTION SIGN, A | | | 0017 801-06644 180.000 m | 3.40000 612.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0018 801-06645 2.000 EACH| 28.00000 56.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,053.60 ROUTE : 15 CALL ORDER : 551 CONTRACT ID : M -24352-A COUNTIES : KOSCIUSKO LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06775 LUMP| 12500.00000 12500.00| | MAINTAINING TRAFFIC | | | 0020 801-75048 570.000 m | 2.40000 1368.00| | TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0021 805-02327 14.000 EACH| 215.00000 3010.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0022 808-06701 330.000 m | 2.45000 808.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0023 808-06703 420.000 m | 2.45000 1029.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0024 808-06713 1910.000 m | 0.33000 630.30| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 1450.000 m | 0.33000 478.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-75297 110.000 m | 14.00000 1540.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75320 10.000 EACH| 60.00000 600.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 10.000 EACH| 90.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 311,823.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,823.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 552 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,277.05 ROUTE : 19 CALL ORDER : 552 CONTRACT ID : M -24353-A COUNTIES : ELKHART LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/29/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 220,333.21 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 243,068.57 110.3186% 3 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 258,073.49 117.1287% 4 38-1599369 KLETT CONSTRUCTION COMPANY, INC. $ 317,846.90 144.2573% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION COM|NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 105-06790 5.000 MOS | 1150.00000 5750.00| 1100.00000 5500.00| 1000.00000 5000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 11000.00000 11000.00| 10445.00000 10445.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 19760.000 m2 | 0.75000 14820.00| 1.00000 19760.00| 1.03000 20352.80 SURFACE MILLING, ASPHALT | | | 0004 202-60822 25.000 m2 | 0.75000 18.75| 13.00000 325.00| 3.12000 78.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 310-04013 169.200 m2 | 150.00000 25380.00| 165.00000 27918.00| 68.10000 11522.52 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0006 401-05454 2035.000 Mg | 32.10000 65323.50| 36.00000 73260.00| 40.50000 82417.50 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 1430.000 Mg | 38.00000 54340.00| 39.00000 55770.00| 45.50000 65065.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 9.500 Mg | 400.00000 3800.00| 250.00000 2375.00| 270.00000 2565.00 ASPHALT FOR TACK COAT | | | 0009 604-06069 7.000 m2 | 100.00000 700.00| 130.00000 910.00| 129.00000 903.00 CURB RAMP, CONCRETE | | | 0010 604-06070 16.500 m2 | 74.00000 1221.00| 50.00000 825.00| 79.00000 1303.50 SIDEWALK, CONCRETE | | | 0011 605-94082 1.000 EACH| 1800.00000 1800.00| 2300.00000 2300.00| 1500.00000 1500.00 CURB TURNOUT, CONCRETE ,MODIFIED | | | 0012 605-94852 15.000 m | 92.00000 1380.00| 180.00000 2700.00| 110.00000 1650.00 CURB AND GUTTER, CONCRETE, REMOVE AND | | | REPLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 552 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,277.05 ROUTE : 19 CALL ORDER : 552 CONTRACT ID : M -24353-A COUNTIES : ELKHART LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION COM|NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 610-05527 110.000 Mg | 56.00000 6160.00| 81.00000 8910.00| 71.00000 7810.00 HMA FOR APPROACHES | | | 0014 720-44000 10.000 EACH| 450.00000 4500.00| 245.00000 2450.00| 440.00000 4400.00 CASTING, ADJUST TO GRADE | | | 0015 801-06640 38.000 EACH| 75.00000 2850.00| 78.00000 2964.00| 73.00000 2774.00 CONSTRUCTION SIGN, A | | | 0016 801-06643 93.000 m | 4.00000 372.00| 4.00000 372.00| 5.00000 465.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0017 801-06644 205.000 m | 4.00000 820.00| 4.00000 820.00| 5.00000 1025.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0018 801-06710 12.000 DAY | 22.50000 270.00| 23.00000 276.00| 22.00000 264.00 FLASHING ARROW SIGN ,USED FOR CONCRETE | | | PATCHING ONLY | | | 0019 801-06775 LUMP| 8049.00000 8049.00| 9450.00000 9450.00| 18500.00000 18500.00 MAINTAINING TRAFFIC | | | 0020 801-75048 972.000 m | 0.30000 291.60| 1.25000 1215.00| 2.50000 2430.00 TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0021 801-75049 2800.000 m | 0.30000 840.00| 1.25000 3500.00| 2.50000 7000.00 TEMPORARY PAVEMENT MARKING, YELLOW, | | | 100mm | | | 0022 805-02327 2.000 EACH| 205.00000 410.00| 216.00000 432.00| 170.00000 340.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0023 805-02441 228.000 m | 0.50000 114.00| 0.54000 123.12| 1.00000 228.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 87.000 m | 31.00000 2697.00| 32.00000 2784.00| 37.00000 3219.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06701 488.000 m | 1.07000 522.16| 1.13000 551.44| 1.05000 512.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0026 808-06703 662.000 m | 1.07000 708.34| 1.13000 748.06| 1.05000 695.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0027 808-06711 12.000 m | 2.55000 30.60| 2.70000 32.40| 2.50000 30.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0028 808-06712 4.000 m | 2.55000 10.20| 2.70000 10.80| 2.50000 10.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06714 24.000 m | 2.55000 61.20| 2.70000 64.80| 2.50000 60.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-75245 1448.000 m | 1.07000 1549.36| 1.10000 1592.80| 1.05000 1520.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 552 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,277.05 ROUTE : 19 CALL ORDER : 552 CONTRACT ID : M -24353-A COUNTIES : ELKHART LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION COM|NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75278 24.500 m | 12.50000 306.25| 13.00000 318.50| 12.25000 300.14 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0032 808-75297 44.500 m | 12.50000 556.25| 13.00000 578.50| 12.25000 545.13 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0033 808-75300 61.000 m | 3.20000 195.20| 3.35000 204.35| 3.20000 195.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0034 808-75320 2.000 EACH| 97.00000 194.00| 100.00000 200.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-92027 88.000 m | 4.20000 369.60| 4.30000 378.40| 4.10000 360.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0036 808-95933 812.000 m | 3.60000 2923.20| 3.70000 3004.40| 3.50000 2842.00 CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 220,333.21| $ 243,068.57| $ 258,073.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,333.21| $ 243,068.57| $ 258,073.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 552 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,277.05 ROUTE : 19 CALL ORDER : 552 CONTRACT ID : M -24353-A COUNTIES : ELKHART LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1599369 | | |KLETT CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 19760.000 m2 | 1.25000 24700.00| | SURFACE MILLING, ASPHALT | | | 0004 202-60822 25.000 m2 | 20.00000 500.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 310-04013 169.200 m2 | 200.00000 33840.00| | PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0006 401-05454 2035.000 Mg | 45.60000 92796.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 1430.000 Mg | 50.30000 71929.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 9.500 Mg | 300.00000 2850.00| | ASPHALT FOR TACK COAT | | | 0009 604-06069 7.000 m2 | 50.00000 350.00| | CURB RAMP, CONCRETE | | | 0010 604-06070 16.500 m2 | 20.00000 330.00| | SIDEWALK, CONCRETE | | | 0011 605-94082 1.000 EACH| 850.00000 850.00| | CURB TURNOUT, CONCRETE ,MODIFIED | | | 0012 605-94852 15.000 m | 84.00000 1260.00| | CURB AND GUTTER, CONCRETE, REMOVE AND | | | REPLACE | | | 0013 610-05527 110.000 Mg | 100.00000 11000.00| | HMA FOR APPROACHES | | | 0014 720-44000 10.000 EACH| 300.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0015 801-06640 38.000 EACH| 75.00000 2850.00| | CONSTRUCTION SIGN, A | | | 0016 801-06643 93.000 m | 5.00000 465.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0017 801-06644 205.000 m | 5.00000 1025.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 552 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,277.05 ROUTE : 19 CALL ORDER : 552 CONTRACT ID : M -24353-A COUNTIES : ELKHART LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1599369 | | |KLETT CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 801-06710 12.000 DAY | 30.00000 360.00| | FLASHING ARROW SIGN ,USED FOR CONCRETE | | | PATCHING ONLY | | | 0019 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0020 801-75048 972.000 m | 1.50000 1458.00| | TEMPORARY PAVEMENT MARKING, WHITE 100mm | | | 0021 801-75049 2800.000 m | 1.50000 4200.00| | TEMPORARY PAVEMENT MARKING, YELLOW, | | | 100mm | | | 0022 805-02327 2.000 EACH| 200.00000 400.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0023 805-02441 228.000 m | 2.00000 456.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 87.000 m | 40.00000 3480.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06701 488.000 m | 1.05000 512.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0026 808-06703 662.000 m | 1.05000 695.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0027 808-06711 12.000 m | 2.50000 30.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0028 808-06712 4.000 m | 2.50000 10.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06714 24.000 m | 2.50000 60.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-75245 1448.000 m | 1.05000 1520.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0031 808-75278 24.500 m | 12.50000 306.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0032 808-75297 44.500 m | 12.50000 556.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0033 808-75300 61.000 m | 3.50000 213.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0034 808-75320 2.000 EACH| 100.00000 200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 552 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,277.05 ROUTE : 19 CALL ORDER : 552 CONTRACT ID : M -24353-A COUNTIES : ELKHART LETTING DATE : 05/18/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1599369 | | |KLETT CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-92027 88.000 m | 4.50000 396.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0036 808-95933 812.000 m | 4.00000 3248.00| | CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 317,846.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,846.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 555 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 108,624.05 ROUTE : 231 CALL ORDER : 555 CONTRACT ID : M -24362-B COUNTIES : GREENE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 107,231.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT MILLING AND RESURFACE | | | 0001 105-06790 3.000 MOS | 1200.00000 3600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 9200.00000 9200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 11300.000 m2 | 1.95000 22035.00| | SURFACE MILLING, ASPHALT | | | 0004 402-05477 934.000 Mg | 53.00000 49502.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 3.000 Mg | 200.00000 600.00| | ASPHALT FOR TACK COAT | | | 0006 610-05527 79.000 Mg | 85.00000 6715.00| | HMA FOR APPROACHES | | | 0007 801-06049 92.000 m | 0.80000 73.60| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0008 801-06640 18.000 EACH| 75.00000 1350.00| | CONSTRUCTION SIGN, A | | | 0009 801-06643 92.000 m | 5.00000 460.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0010 801-06775 LUMP| 7175.90000 7175.90| | MAINTAINING TRAFFIC | | | 0011 808-04298 1.000 EACH| 550.00000 550.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0012 808-06703 59.000 m | 3.50000 206.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0013 808-06713 520.000 m | 0.55000 286.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0014 808-06714 1688.000 m | 0.50000 844.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 555 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 108,624.05 ROUTE : 231 CALL ORDER : 555 CONTRACT ID : M -24362-B COUNTIES : GREENE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75067 18.000 m | 14.00000 252.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0016 808-75245 132.000 m | 3.00000 396.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0017 808-75320 2.000 EACH| 90.00000 180.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75325 2.000 EACH| 115.00000 230.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0019 808-75996 65.000 EACH| 15.00000 975.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 65.000 EACH| 40.00000 2600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 107,231.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 107,231.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 29,962.32 ROUTE : 27 CALL ORDER : 560 CONTRACT ID : M -24377-A COUNTIES : JAY LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/02/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 29,270.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 30,382.00 103.7991% 3 35-1636776 LINKEL COMPANY $ 39,857.00 136.1701% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 45,981.30 157.0936% 5 35-2064912 B & P CONSTRUCTION, INC. CONDITIONAL $ 73,740.60 251.9323% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817574 |(3) 35-1636776 |BAKER & SCHULTZ, INC. |YARDBERRY LANDSCAPE COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURES AND DRAIN CONSTRUCTION | | | 0001 110-01001 LUMP| 8625.00000 8625.00| 1500.00000 1500.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-96133 18.000 m | 170.00000 3060.00| 120.00000 2160.00| 236.00000 4248.00 PIPE, REMOVE | | | 0003 211-02060 200.000 m3 | 23.50000 4700.00| 28.00000 5600.00| 15.00000 3000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0004 305-05204 27.000 Mg | 110.00000 2970.00| 110.00000 2970.00| 150.00000 4050.00 HMA FOR PATCHING | | | 0005 406-05521 40.000 m2 | 0.30000 12.00| 10.00000 400.00| 2.00000 80.00 ASPHALT FOR TACK COAT | | | 0006 616-06451 15.000 Mg | 17.00000 255.00| 60.00000 900.00| 30.00000 450.00 RIPRAP, UNIFORM | | | 0007 715-05019 23.000 m | 160.00000 3680.00| 450.00000 10350.00| 237.00000 5451.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0008 715-46040 2.000 EACH| 900.00000 1800.00| 800.00000 1600.00| 979.00000 1958.00 PIPE END SECTION, 900 mm | | | 0009 801-04308 4.000 EACH| 155.00000 620.00| 168.00000 672.00| 275.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0010 801-06605 8.000 EACH| 45.00000 360.00| 50.00000 400.00| 325.00000 2600.00 BARRICADE, IIIA | | | 0011 801-06606 8.000 EACH| 66.00000 528.00| 75.00000 600.00| 325.00000 2600.00 BARRICADE, IIIB | | | 0012 801-06625 30.000 EACH| 63.00000 1890.00| 75.00000 2250.00| 95.00000 2850.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0013 801-06640 14.000 EACH| 55.00000 770.00| 70.00000 980.00| 105.00000 1470.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 29,962.32 ROUTE : 27 CALL ORDER : 560 CONTRACT ID : M -24377-A COUNTIES : JAY LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817574 |(3) 35-1636776 |BAKER & SCHULTZ, INC. |YARDBERRY LANDSCAPE COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 29,270.00| $ 30,382.00| $ 39,857.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,270.00| $ 30,382.00| $ 39,857.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 29,962.32 ROUTE : 27 CALL ORDER : 560 CONTRACT ID : M -24377-A COUNTIES : JAY LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-2064912 | |EDSAM CONSTRUCTION, INC. |B & P CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURES AND DRAIN CONSTRUCTION | | | 0001 110-01001 LUMP| 12700.00000 12700.00| 22500.00000 22500.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-96133 18.000 m | 541.00000 9738.00| 796.00000 14328.00| PIPE, REMOVE | | | 0003 211-02060 200.000 m3 | 33.00000 6600.00| 23.00000 4600.00| B BORROW FOR STRUCTURE BACKFILL | | | 0004 305-05204 27.000 Mg | 110.00000 2970.00| 500.00000 13500.00| HMA FOR PATCHING | | | 0005 406-05521 40.000 m2 | 0.22000 8.80| 0.75000 30.00| ASPHALT FOR TACK COAT | | | 0006 616-06451 15.000 Mg | 110.00000 1650.00| 25.00000 375.00| RIPRAP, UNIFORM | | | 0007 715-05019 23.000 m | 297.00000 6831.00| 570.00000 13110.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0008 715-46040 2.000 EACH| 660.00000 1320.00| 475.00000 950.00| PIPE END SECTION, 900 mm | | | 0009 801-04308 4.000 EACH| 154.00000 616.00| 156.20000 624.80| ROAD CLOSURE SIGN ASSEMBLY | | | 0010 801-06605 8.000 EACH| 44.00000 352.00| 39.60000 316.80| BARRICADE, IIIA | | | 0011 801-06606 8.000 EACH| 66.00000 528.00| 55.00000 440.00| BARRICADE, IIIB | | | 0012 801-06625 30.000 EACH| 63.25000 1897.50| 57.80000 1734.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0013 801-06640 14.000 EACH| 55.00000 770.00| 88.00000 1232.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 45,981.30| $ 73,740.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,981.30| $ 73,740.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,105.63 ROUTE : 3 CALL ORDER : 570 CONTRACT ID : M -24383-A COUNTIES : CLARK LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 266,185.02 100.0000% 2 35-1479719 MILLER & SONS MASONRY, INC. $ 310,128.14 116.5084% 3 35-1364963 ERBER & MILLIGAN CONSTUCTION COMPANY $ 334,988.40 125.8479% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 337,857.00 126.9256% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1479719 |(3) 35-1364963 |HUNT PAVING COMPANY, INC. |MILLER & SONS MASONRY, INC. |ERBER & MILLIGAN CONSTUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 4.000 MOS | 1260.09000 5040.36| 2300.00000 9200.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15500.00000 15500.00| 4500.00000 4500.00| 16200.00000 16200.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 310-04014 2341.570 m2 | 93.00000 217766.01| 107.99000 252866.14| 120.00000 280988.40 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0004 801-06640 42.000 EACH| 68.25000 2866.50| 100.00000 4200.00| 100.00000 4200.00 CONSTRUCTION SIGN, A | | | 0005 801-06710 40.000 DAY | 18.90000 756.00| 50.00000 2000.00| 25.00000 1000.00 FLASHING ARROW SIGN | | | 0006 801-06775 LUMP| 21556.15000 21556.15| 31962.00000 31962.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0007 808-06711 2000.000 m | 0.15000 300.00| 0.30000 600.00| 0.20000 400.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0008 808-06713 8000.000 m | 0.15000 1200.00| 0.30000 2400.00| 0.20000 1600.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0009 808-06714 8000.000 m | 0.15000 1200.00| 0.30000 2400.00| 0.20000 1600.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 266,185.02| $ 310,128.14| $ 334,988.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 266,185.02| $ 310,128.14| $ 334,988.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,105.63 ROUTE : 3 CALL ORDER : 570 CONTRACT ID : M -24383-A COUNTIES : CLARK LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 16300.00000 16300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 310-04014 2341.570 m2 | 129.00000 302062.53| | PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0004 801-06640 42.000 EACH| 65.00000 2730.00| | CONSTRUCTION SIGN, A | | | 0005 801-06710 40.000 DAY | 36.00000 1440.00| | FLASHING ARROW SIGN | | | 0006 801-06775 LUMP| 6804.47000 6804.47| | MAINTAINING TRAFFIC | | | 0007 808-06711 2000.000 m | 0.14000 280.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0008 808-06713 8000.000 m | 0.14000 1120.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0009 808-06714 8000.000 m | 0.14000 1120.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 337,857.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 337,857.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,204.29 ROUTE : 131 CALL ORDER : 571 CONTRACT ID : M -24384-A COUNTIES : CLARK LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 519,393.73 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 608,939.00 117.2403% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 622,168.29 119.7874% 4 35-1479719 MILLER & SONS MASONRY, INC. $ 690,551.25 132.9533% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-2040801 |(3) 35-1618530 |HUNT PAVING COMPANY, INC. |GOHMANN ASPHALT & CONSTRUCTI|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 6.000 MOS | 1260.09000 7560.54| 1500.00000 9000.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 21400.00000 21400.00| 26700.00000 26700.00| 31000.00000 31000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 893.750 m2 | 2.33000 2082.44| 3.50000 3128.13| 2.25000 2010.94 SURFACE MILLING, ASPHALT | | | 0004 310-04014 4424.030 m2 | 95.74000 423556.63| 124.00000 548579.72| 120.00000 530883.60 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0005 402-05477 107.250 Mg | 110.25000 11824.31| 60.00000 6435.00| 150.00000 16087.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 0.250 Mg | 173.25000 43.31| 135.00000 33.75| 500.00000 125.00 ASPHALT FOR TACK COAT | | | 0007 801-06640 36.000 EACH| 78.75000 2835.00| 75.00000 2700.00| 80.00000 2880.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 50.000 DAY | 18.90000 945.00| 36.00000 1800.00| 25.00000 1250.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 46615.25000 46615.25| 8199.90000 8199.90| 28200.00000 28200.00 MAINTAINING TRAFFIC | | | 0010 808-06711 1875.000 m | 0.15000 281.25| 0.14000 262.50| 0.15000 281.25 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0011 808-06713 7500.000 m | 0.15000 1125.00| 0.14000 1050.00| 0.15000 1125.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0012 808-06714 7500.000 m | 0.15000 1125.00| 0.14000 1050.00| 0.15000 1125.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 519,393.73| $ 608,939.00| $ 622,168.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,393.73| $ 608,939.00| $ 622,168.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,204.29 ROUTE : 131 CALL ORDER : 571 CONTRACT ID : M -24384-A COUNTIES : CLARK LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1479719 | | |MILLER & SONS MASONRY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 6.000 MOS | 2100.00000 12600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15500.00000 15500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 893.750 m2 | 2.85000 2547.19| | SURFACE MILLING, ASPHALT | | | 0004 310-04014 4424.030 m2 | 127.00000 561851.81| | PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0005 402-05477 107.250 Mg | 155.00000 16623.75| | HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 0.250 Mg | 600.00000 150.00| | ASPHALT FOR TACK COAT | | | 0007 801-06640 36.000 EACH| 1.00000 36.00| | CONSTRUCTION SIGN, A | | | 0008 801-06710 50.000 DAY | 50.00000 2500.00| | FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 73680.00000 73680.00| | MAINTAINING TRAFFIC | | | 0010 808-06711 1875.000 m | 0.30000 562.50| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0011 808-06713 7500.000 m | 0.30000 2250.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0012 808-06714 7500.000 m | 0.30000 2250.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 690,551.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 690,551.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,973.42 ROUTE : 39 CALL ORDER : 580 CONTRACT ID : M -24503-A COUNTIES : HENDRICKS LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 206,638.06 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 221,835.00 107.3543% 3 35-1151771 CALUMET ASPHALT PAVING COMPANY, INC $ 223,966.80 108.3860% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 233,000.00 112.7575% 5 35-1139301 E & B PAVING, INC. $ 249,887.72 120.9301% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-1151771 |SHELLY & SANDS, INC. & SUBSI|MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 2000.00000 6000.00| 2200.00000 6600.00| 1500.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 11100.00000 11100.00| 8500.00000 8500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52308 27.000 Mg | 10.50000 283.50| 50.00000 1350.00| 39.00000 1053.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0004 303-52309 325.000 Mg | 22.50000 7312.50| 28.00000 9100.00| 22.00000 7150.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 160.700 Mg | 105.80000 17002.06| 78.10000 12550.67| 78.00000 12534.60 HMA FOR PATCHING | | | 0006 402-05495 4452.300 Mg | 30.00000 133569.00| 34.70000 154494.81| 36.25000 161395.88 HMA WEDGE AND LEVEL | | | 0007 406-05520 14.400 Mg | 210.00000 3024.00| 170.00000 2448.00| 115.00000 1656.00 ASPHALT FOR TACK COAT | | | 0008 610-05527 100.000 Mg | 48.50000 4850.00| 84.00000 8400.00| 60.00000 6000.00 HMA FOR APPROACHES | | | 0009 801-06640 32.000 EACH| 58.00000 1856.00| 55.00000 1760.00| 61.00000 1952.00 CONSTRUCTION SIGN, A | | | 0010 801-06643 622.000 m | 3.15000 1959.30| 2.60000 1617.20| 5.50000 3421.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0011 801-06775 LUMP| 18080.00000 18080.00| 4900.00000 4900.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0013 808-06712 920.000 m | 0.15000 138.00| 0.14000 128.80| 0.14000 128.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0014 808-06713 33688.000 m | 0.15000 5053.20| 0.14000 4716.32| 0.14000 4716.32 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,973.42 ROUTE : 39 CALL ORDER : 580 CONTRACT ID : M -24503-A COUNTIES : HENDRICKS LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-1151771 |SHELLY & SANDS, INC. & SUBSI|MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 6780.000 m | 0.15000 1017.00| 0.14000 949.20| 0.14000 949.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75996 430.000 EACH| 10.45000 4493.50| 4.00000 1720.00| 7.00000 3010.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 206,638.06| $ 221,835.00| $ 223,966.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,638.06| $ 221,835.00| $ 223,966.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,973.42 ROUTE : 39 CALL ORDER : 580 CONTRACT ID : M -24503-A COUNTIES : HENDRICKS LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 1900.00000 5700.00| 2500.00000 7500.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 8017.88000 8017.88| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52308 27.000 Mg | 35.00000 945.00| 30.00000 810.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0004 303-52309 325.000 Mg | 35.00000 11375.00| 25.00000 8125.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 160.700 Mg | 110.00000 17677.00| 140.00000 22498.00| HMA FOR PATCHING | | | 0006 402-05495 4452.300 Mg | 36.00000 160282.80| 38.00000 169187.40| HMA WEDGE AND LEVEL | | | 0007 406-05520 14.400 Mg | 160.00000 2304.00| 150.00000 2160.00| ASPHALT FOR TACK COAT | | | 0008 610-05527 100.000 Mg | 75.00000 7500.00| 100.00000 10000.00| HMA FOR APPROACHES | | | 0009 801-06640 32.000 EACH| 53.00000 1696.00| 51.50000 1648.00| CONSTRUCTION SIGN, A | | | 0010 801-06643 622.000 m | 4.00000 2488.00| 4.00000 2488.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0011 801-06775 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0013 808-06712 920.000 m | 0.14000 128.80| 0.14000 128.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0014 808-06713 33688.000 m | 0.14000 4716.32| 0.14000 4716.32| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0015 808-06714 6780.000 m | 0.14000 949.20| 0.14000 949.20| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75996 430.000 EACH| 4.00000 1720.00| 3.90000 1677.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 233,000.00| $ 249,887.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,000.00| $ 249,887.72| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,843.88 ROUTE : INSTITUTION ROAD CALL ORDER : 581 CONTRACT ID : M -24504-A COUNTIES : HENDRICKS LETTING DATE : 05/18/99 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 35-1151771 CALUMET ASPHALT PAVING COMPANY, INC $ 114,323.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 119,650.00 104.6589% 3 35-1561537 GLOBE ASPHALT PAVING COMPANY, INC. $ 120,965.90 105.8099% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 131,637.00 115.1440% 5 35-1139301 E & B PAVING, INC. $ 131,986.25 115.4495% 6 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 143,106.00 125.1760% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 35-1561537 |CALUMET ASPHALT PAVING COMPA|MILESTONE CONTRACTORS, L.P. |GLOBE ASPHALT PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 5599.00000 5599.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 100.000 Mg | 33.00000 3300.00| 42.00000 4200.00| 24.00000 2400.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0003 305-05204 500.000 Mg | 76.00000 38000.00| 65.00000 32500.00| 72.00000 36000.00 HMA FOR PATCHING | | | 0004 402-05468 37.000 Mg | 43.00000 1591.00| 37.00000 1369.00| 60.00000 2220.00 HMA BASE 25.0 mm, MAINLINE | | | 0005 402-05495 1750.000 Mg | 37.60000 65800.00| 41.90000 73325.00| 42.00000 73500.00 HMA WEDGE AND LEVEL | | | 0006 405-05518 837.000 m2 | 0.75000 627.75| 1.00000 837.00| 0.70000 585.90 ASPHALT FOR PRIME COAT | | | 0007 406-05520 3.500 Mg | 150.00000 525.00| 200.00000 700.00| 200.00000 700.00 ASPHALT FOR TACK COAT | | | 0008 610-05527 12.000 Mg | 90.00000 1080.00| 60.00000 720.00| 105.00000 1260.00 HMA FOR APPROACHES | | | 0009 801-06640 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 75.00000 300.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 114,323.75| $ 119,650.00| $ 120,965.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 114,323.75| $ 119,650.00| $ 120,965.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,843.88 ROUTE : INSTITUTION ROAD CALL ORDER : 581 CONTRACT ID : M -24504-A COUNTIES : HENDRICKS LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 31-4351261 |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. |SHELLY & SANDS, INC. & SUBSI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP| 4000.00000 4000.00| 6200.00000 6200.00| 11400.00000 11400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 100.000 Mg | 31.50000 3150.00| 25.00000 2500.00| 12.60000 1260.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0003 305-05204 500.000 Mg | 92.00000 46000.00| 80.00000 40000.00| 95.00000 47500.00 HMA FOR PATCHING | | | 0004 402-05468 37.000 Mg | 50.00000 1850.00| 50.00000 1850.00| 39.00000 1443.00 HMA BASE 25.0 mm, MAINLINE | | | 0005 402-05495 1750.000 Mg | 41.70000 72975.00| 45.00000 78750.00| 44.60000 78050.00 HMA WEDGE AND LEVEL | | | 0006 405-05518 837.000 m2 | 1.00000 837.00| 1.25000 1046.25| 2.00000 1674.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 3.500 Mg | 350.00000 1225.00| 200.00000 700.00| 210.00000 735.00 ASPHALT FOR TACK COAT | | | 0008 610-05527 12.000 Mg | 100.00000 1200.00| 45.00000 540.00| 52.00000 624.00 HMA FOR APPROACHES | | | 0009 801-06640 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 105.00000 420.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 131,637.00| $ 131,986.25| $ 143,106.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 131,637.00| $ 131,986.25| $ 143,106.00 ====================================================================================================================================