INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 386 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 71 CALL ORDER : 386 CONTRACT ID : RS-24511-B COUNTIES : VERMILLION LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/25/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,887,994.90 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,548,891.16 ROUTE : 41 CALL ORDER : 390 CONTRACT ID : RS-24652-A COUNTIES : NEWTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,636,525.20 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,754,146.60 104.4612% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 5.000 MOS | 2173.91000 10869.55| 1875.00000 9375.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 100736.02000 100736.02| 137445.00000 137445.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 54.000 m | 10.87000 586.98| 12.00000 648.00| GUARDRAIL, REMOVE | | | 0004 202-02271 2.000 EACH| 318.19000 636.38| 255.00000 510.00| HEADWALL, REMOVE | | | 0005 202-60820 194866.000 m2 | 0.30000 58459.80| 0.60000 116919.60| SURFACE MILLING, ASPHALT | | | 0006 211-02060 240.000 m3 | 16.29000 3909.60| 30.00000 7200.00| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-04095 8605.000 Mg | 14.00000 120470.00| 12.25000 105411.25| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 401-05455 36445.000 Mg | 32.52000 1185191.40| 30.00000 1093350.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 15256.000 Mg | 38.61000 589034.16| 43.95000 670501.20| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-05467 21340.000 m | 0.75000 16005.00| 0.42000 8962.80| MILLED HMA CORRUGATIONS | | | 0011 401-06264 LUMP| 5153.21000 5153.21| 5500.00000 5500.00| PROFILOGRAPH, HMA | | | 0014 402-05495 7520.000 Mg | 32.31000 242971.20| 31.00000 233120.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 148.000 Mg | 206.68000 30588.64| 250.00000 37000.00| ASPHALT FOR TACK COAT | | | 0016 601-61390 1.000 EACH| 43.48000 43.48| 42.25000 42.25| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,548,891.16 ROUTE : 41 CALL ORDER : 390 CONTRACT ID : RS-24652-A COUNTIES : NEWTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-92948 2050.000 m | 9.78000 20049.00| 9.50000 19475.00| GUARDRAIL, ADJUST HEIGHT | | | 0018 601-94689 1.000 EACH| 4130.43000 4130.43| 4460.00000 4460.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 2391.30000 2391.30| 2315.00000 2315.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 40.000 m | 76.09000 3043.60| 73.70000 2948.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-05527 1479.000 Mg | 50.93000 75325.47| 62.00000 91698.00| HMA FOR APPROACHES | | | 0022 612-04315 45.300 Mg | 682.61000 30922.23| 620.00000 28086.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0023 612-60410 832.000 EACH| 7.07000 5882.24| 6.45000 5366.40| DRILLED HOLE FOR UNDERSEAL | | | 0024 615-06527 3.000 EACH| 380.43000 1141.29| 650.00000 1950.00| MONUMENT, SECTION CORNER | | | 0025 621-06559 100.000 m2 | 8.15000 815.00| 5.80000 580.00| MULCHED SEEDING, R | | | 0026 715-01354 397.000 m | 24.96000 9909.12| 10.00000 3970.00| CLEAN EXISTING PIPE | | | 0027 715-05123 70.100 m | 186.63000 13082.76| 405.00000 28390.50| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0028 720-45130 1.000 EACH| 1537.86000 1537.86| 1250.00000 1250.00| INLET, E7, MODIFIED | | | 0029 720-99315 26.000 EACH| 217.39000 5652.14| 150.00000 3900.00| CLEAN EXISTING CATCH BASINS | | | 0030 801-06203 4371.000 m | 0.54000 2360.34| 1.25000 5463.75| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0031 801-06207 2186.000 m | 5.35000 11695.10| 3.40000 7432.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0032 801-06640 26.000 EACH| 92.39000 2402.14| 89.50000 2327.00| CONSTRUCTION SIGN, A | | | 0033 801-06710 8.000 DAY | 21.74000 173.92| 25.00000 200.00| FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 36683.66000 36683.66| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | 0035 805-02503 732.000 m | 1.07000 783.24| 1.05000 768.60| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78795 183.000 m | 35.65000 6523.95| 34.55000 6322.65| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,548,891.16 ROUTE : 41 CALL ORDER : 390 CONTRACT ID : RS-24652-A COUNTIES : NEWTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-04298 4.000 EACH| 244.57000 978.28| 289.50000 1158.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0038 808-06701 5535.000 m | 0.85000 4704.75| 0.90000 4981.50| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0039 808-06703 92.000 m | 0.85000 78.20| 0.90000 82.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-06713 21855.000 m | 0.13000 2841.15| 0.15000 3278.25| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06714 21855.000 m | 0.13000 2841.15| 0.15000 3278.25| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75297 53.000 m | 8.97000 475.41| 9.50000 503.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 808-75320 16.000 EACH| 54.35000 869.60| 57.90000 926.40| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 4.000 EACH| 77.99000 311.96| 79.00000 316.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75996 990.000 EACH| 2.99000 2960.10| 2.90000 2871.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 808-75998 990.000 EACH| 21.30000 21087.00| 23.75000 23512.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0047 621-01004 1.000 EACH| 217.39000 217.39| 350.00000 350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,636,525.20| $ 2,754,146.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,636,525.20| $ 2,754,146.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,899.15 ROUTE : 42 CALL ORDER : 400 CONTRACT ID : RS-24654-D COUNTIES : CLAY LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/28/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,025,971.50 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 2206.53000 13239.18| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 49500.00000 49500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 17732.000 m2 | 1.95000 34577.40| | SURFACE MILLING, ASPHALT | | | 0004 202-96133 12.320 m | 256.86000 3164.52| | PIPE, REMOVE | | | 0005 203-02000 83.000 m3 | 19.06000 1581.98| | EXCAVATION, COMMON | | | 0006 211-02060 39.000 m3 | 27.04000 1054.56| | B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 33.200 Mg | 92.42000 3068.34| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 303-52309 1826.000 Mg | 18.77000 34274.02| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0009 305-05204 62.400 Mg | 88.07000 5495.57| | HMA FOR PATCHING | | | 0010 401-05454 8416.000 Mg | 36.29000 305416.64| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0011 401-05456 6750.000 Mg | 42.69000 288157.50| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-05462 627.200 Mg | 40.15000 25182.08| | QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0013 402-05495 1068.000 Mg | 48.54000 51840.72| | HMA WEDGE AND LEVEL | | | 0014 404-05511 6587.000 m2 | 2.04000 13437.48| | SEAL COAT, 2 | | | 0015 406-05520 56.000 Mg | 168.95000 9461.20| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,899.15 ROUTE : 42 CALL ORDER : 400 CONTRACT ID : RS-24654-D COUNTIES : CLAY LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 608-04396 3.000 EACH| 408.00000 1224.00| | SHOULDER DRAIN | | | 0017 610-05527 864.000 Mg | 116.46000 100621.44| | HMA FOR APPROACHES | | | 0018 615-06525 1.000 EACH| 366.14000 366.14| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 616-02320 14.000 m2 | 4.90000 68.60| | GEOTEXTILES | | | 0020 616-06406 14.000 m2 | 70.65000 989.10| | RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH| 735.00000 735.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 150.000 m2 | 4.62000 693.00| | MULCHED SEEDING, R | | | 0023 621-06574 100.000 m2 | 18.90000 1890.00| | SODDING | | | 0024 702-90915 2.100 m3 | 510.63000 1072.32| | CONCRETE, A 2 concrete anchors | | | 0025 715-05245 12.400 m | 520.45000 6453.58| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0026 801-04308 6.000 EACH| 94.50000 567.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06203 744.000 m | 5.02000 3734.88| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0028 801-06207 1479.000 m | 2.97000 4392.63| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0029 801-06605 4.000 EACH| 42.00000 168.00| | BARRICADE, IIIA | | | 0030 801-06606 4.000 EACH| 52.50000 210.00| | BARRICADE, IIIB | | | 0031 801-06625 19.000 EACH| 63.00000 1197.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0032 801-06640 44.000 EACH| 52.50000 2310.00| | CONSTRUCTION SIGN, A | | | 0033 801-06645 15.000 EACH| 10.50000 157.50| | CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP| 45717.62000 45717.62| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,899.15 ROUTE : 42 CALL ORDER : 400 CONTRACT ID : RS-24654-D COUNTIES : CLAY LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 805-01836 25.000 m | 6.41000 160.25| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0036 805-02327 2.000 EACH| 299.25000 598.50| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0037 805-78470 140.000 m | 2.10000 294.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78795 45.000 m | 49.14000 2211.30| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0039 808-06712 1761.000 m | 0.14000 246.54| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0040 808-06713 29846.000 m | 0.14000 4178.44| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06714 19371.000 m | 0.14000 2711.94| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75297 9.000 m | 14.70000 132.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 808-75996 1033.000 EACH| 3.31000 3419.23| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,025,971.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,025,971.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,548.74 ROUTE : 243 CALL ORDER : 410 CONTRACT ID : RS-24656-B COUNTIES : OWEN PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 859,312.31 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 905,861.00 105.4169% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 7.000 MOS | 2000.00000 14000.00| 2050.00000 14350.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 42000.00000 42000.00| 45300.00000 45300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4630.000 m2 | 2.25000 10417.50| 3.00000 13890.00| SURFACE MILLING, ASPHALT | | | 0004 202-96133 15.000 m | 47.00000 705.00| 61.00000 915.00| PIPE, REMOVE | | | 0005 202-98488 2.000 EACH| 100.00000 200.00| 125.00000 250.00| PIPE END SECTION, REMOVE | | | 0006 203-02000 132.000 m3 | 55.00000 7260.00| 70.00000 9240.00| EXCAVATION, COMMON | | | 0007 211-02060 20.000 m3 | 34.00000 680.00| 35.00000 700.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 185.000 Mg | 18.00000 3330.00| 25.00000 4625.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 303-52309 1355.000 Mg | 21.50000 29132.50| 15.00000 20325.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0010 305-05204 40.000 Mg | 110.00000 4400.00| 130.00000 5200.00| HMA FOR PATCHING | | | 0011 401-05457 11715.000 Mg | 37.50000 439312.50| 39.50000 462742.50| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0012 402-05468 100.000 Mg | 40.00000 4000.00| 55.00000 5500.00| HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 70.000 Mg | 43.00000 3010.00| 60.00000 4200.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05492 941.000 Mg | 45.00000 42345.00| 42.00000 39522.00| HMA SURFACE 12.5 mm, SHOULDER | | | 0015 402-05495 1823.000 Mg | 43.00000 78389.00| 40.50000 73831.50| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,548.74 ROUTE : 243 CALL ORDER : 410 CONTRACT ID : RS-24656-B COUNTIES : OWEN PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 404-05511 9402.000 m2 | 2.00000 18804.00| 1.00000 9402.00| SEAL COAT, 2 | | | 0017 405-05518 463.000 m2 | 1.00000 463.00| 1.20000 555.60| ASPHALT FOR PRIME COAT | | | 0018 406-05520 41.000 Mg | 165.00000 6765.00| 170.00000 6970.00| ASPHALT FOR TACK COAT | | | 0019 608-04396 3.000 EACH| 400.00000 1200.00| 400.00000 1200.00| SHOULDER DRAIN | | | 0020 610-05527 1388.000 Mg | 70.00000 97160.00| 80.00000 111040.00| HMA FOR APPROACHES | | | 0021 615-06525 5.000 EACH| 350.00000 1750.00| 370.00000 1850.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0022 621-06574 215.000 m2 | 10.00000 2150.00| 14.00000 3010.00| SODDING | | | 0023 715-05227 35.000 m | 90.00000 3150.00| 200.00000 7000.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0024 715-46045 2.000 EACH| 250.00000 500.00| 300.00000 600.00| PIPE END SECTION, MIN. AREA .11 m2 | | | 0025 801-06203 570.000 m | 3.25000 1852.50| 1.40000 798.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 1492.000 m | 3.25000 4849.00| 4.00000 5968.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 32.000 EACH| 57.00000 1824.00| 63.00000 2016.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 28656.58000 28656.58| 42915.60000 42915.60| MAINTAINING TRAFFIC | | | 0029 802-76035 8.820 m2 | 180.00000 1587.60| 200.00000 1764.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0030 802-76055 33.600 m | 9.50000 319.20| 11.00000 369.60| SIGN POST, A | | | 0031 808-06712 318.000 m | 0.14000 44.52| 0.15000 47.70| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06713 29911.000 m | 0.14000 4187.54| 0.15000 4486.65| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 28643.000 m | 0.14000 4010.02| 0.15000 4296.45| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0034 808-75297 81.700 m | 10.50000 857.85| 12.00000 980.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,548.74 ROUTE : 243 CALL ORDER : 410 CONTRACT ID : RS-24656-B COUNTIES : OWEN PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 859,312.31| $ 905,861.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,312.31| $ 905,861.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 416 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,237,197.98 ROUTE : 15 CALL ORDER : 416 CONTRACT ID : RS-24816-A COUNTIES : WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 2,158,039.31 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,170,056.99 100.5568% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| 1200.00000 9600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 8.000 MOS | 300.00000 2400.00| 500.00000 4000.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 110-01001 LUMP| 100000.00000 100000.00| 105500.00000 105500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 115115.000 m2 | 0.56000 64464.40| 0.30000 34534.50| SURFACE MILLING, ASPHALT | | | 0005 303-04095 3315.000 Mg | 15.00000 49725.00| 10.00000 33150.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 303-52308 11703.000 Mg | 24.00000 280872.00| 13.00000 152139.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05204 1848.000 Mg | 65.00000 120120.00| 90.00000 166320.00| HMA FOR PATCHING | | | 0008 305-05206 9795.000 Mg | 31.00000 303645.00| 34.00000 333030.00| WIDENING WITH HMA | | | 0009 401-05454 13837.000 Mg | 31.00000 428947.00| 33.00000 456621.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0010 401-05456 13837.000 Mg | 38.00000 525806.00| 42.50000 588072.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-05464 1300.000 Mg | 38.00000 49400.00| 34.00000 44200.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0013 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0014 406-05520 125.000 Mg | 165.00000 20625.00| 170.00000 21250.00| ASPHALT FOR TACK COAT | | | 0015 608-04396 34.000 EACH| 85.00000 2890.00| 20.00000 680.00| SHOULDER DRAIN | | | 0016 610-05527 1100.000 Mg | 60.00000 66000.00| 65.00000 71500.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 416 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,237,197.98 ROUTE : 15 CALL ORDER : 416 CONTRACT ID : RS-24816-A COUNTIES : WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 615-06527 1.000 EACH| 325.00000 325.00| 500.00000 500.00| MONUMENT, SECTION CORNER | | | 0018 801-01504 6.000 EACH| 38.00000 228.00| 38.00000 228.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0019 801-01505 6.000 EACH| 45.00000 270.00| 45.00000 270.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0020 801-06203 55866.000 m | 0.22000 12290.52| 0.20000 11173.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0021 801-06207 3600.000 m | 3.00000 10800.00| 2.75000 9900.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0022 801-06640 46.000 EACH| 85.00000 3910.00| 95.00000 4370.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0024 805-78470 150.000 m | 3.00000 450.00| 0.90000 135.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0025 805-78795 63.000 m | 41.00000 2583.00| 32.00000 2016.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0026 805-92951 2.000 EACH| 185.00000 370.00| 200.00000 400.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0027 808-06711 260.000 m | 0.12000 31.20| 0.12000 31.20| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0028 808-06712 3445.000 m | 0.12000 413.40| 0.12000 413.40| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06713 31568.000 m | 0.12000 3788.16| 0.12000 3788.16| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 20593.000 m | 0.12000 2471.16| 0.12000 2471.16| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0031 808-75015 60.000 m | 4.45000 267.00| 4.45000 267.00| LINE, PAINT, SOLID, WHITE, 300 mm | | | 0032 808-75047 110.000 m | 2.25000 247.50| 2.25000 247.50| LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0033 808-75297 49.200 m | 10.35000 509.22| 10.35000 509.22| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75320 3.000 EACH| 61.00000 183.00| 61.00000 183.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 416 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,237,197.98 ROUTE : 15 CALL ORDER : 416 CONTRACT ID : RS-24816-A COUNTIES : WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75325 3.000 EACH| 88.25000 264.75| 88.25000 264.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75996 820.000 EACH| 3.25000 2665.00| 3.92000 3214.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 950.000 EACH| 20.24000 19228.00| 20.24000 19228.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0038 401-05462 1300.000 Mg | 34.50000 44850.00| 34.50000 44850.00| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | SECTION TOTALS | $ 2,158,039.31| $ 2,170,056.99| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,158,039.31| $ 2,170,056.99| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 341 CALL ORDER : 420 CONTRACT ID : RS-24894-A COUNTIES : FOUNTAIN LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,707,485.84 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/00 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 15 CALL ORDER : 430 CONTRACT ID : RS-24903-A COUNTIES : GRANT WABASH LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/13/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,822,528.69 100.0000% ====================================================================================================================================