INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3325006 3325006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 994,337.65 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,046,717.15 105.2677% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,188,294.70 119.5061% 4 35-1698047 GRADEX, INC. $ 1,214,197.41 122.1111% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,279,906.71 128.7195% 6 35-1068009 DYER CONSTRUCTION CO $ 1,304,266.95 131.1694% 7 36-2231526 WALSH CONSTR CO OF ILL $ 1,358,154.00 136.5888% 8 35-1339168 LAPORTE CONSTRUCTION CO $ 1,382,401.13 139.0273% 9 35-1212938 ATLAS EXCAVATING, INC. $ 1,534,743.65 154.3483% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1386990 |E & B PAVING, INC. |PHEND & BROWN, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 6.000 MOS | 1603.80000 9622.80| 1400.00000 8400.00| 1100.00000 6600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 17500.00000 17500.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 49716.88000 49716.88| 60000.00000 60000.00| 59000.00000 59000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35352.47000 35352.47| 40000.00000 40000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 36000.00000 36000.00 PRESENT STRUCTURE, REMOVE (STR. NO.1) | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE (STR. NO.2) | | | 0007 202-60820 2680.000 m2 | 2.70000 7236.00| 2.10000 5628.00| 3.00000 8040.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 81119.000 m3 | 3.06000 248224.14| 4.00000 324476.00| 3.75000 304196.25 EXCAVATION, COMMON | | | 0009 203-02045 3493.000 m3 | 4.50000 15718.50| 6.00000 20958.00| 5.00000 17465.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02229 60.000 m | 12.24000 734.40| 12.00000 720.00| 20.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1386990 |E & B PAVING, INC. |PHEND & BROWN, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02231 263.000 m | 12.00000 3156.00| 24.00000 6312.00| 25.00000 6575.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 8.000 EACH| 66.30000 530.40| 65.00000 520.00| 300.00000 2400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 211-02060 187.000 m3 | 24.55000 4590.85| 19.00000 3553.00| 45.00000 8415.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04075 275.000 Mg | 11.42000 3140.50| 16.00000 4400.00| 16.50000 4537.50 COMPACTED AGGREGATE, O, 73 | | | 0015 303-52308 3210.000 Mg | 11.42000 36658.20| 15.00000 48150.00| 14.00000 44940.00 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 4510.000 Mg | 39.00000 175890.00| 34.00000 153340.00| 46.00000 207460.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 1878.000 Mg | 43.00000 80754.00| 36.00000 67608.00| 52.00000 97656.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 889.000 Mg | 53.00000 47117.00| 42.00000 37338.00| 58.00000 51562.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05459 546.000 Mg | 58.00000 31668.00| 34.00000 18564.00| 63.00000 34398.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 401-06264 LUMP| 6000.00000 6000.00| 2800.00000 2800.00| 7300.00000 7300.00 PROFILOGRAPH, HMA | | | 0021 402-05470 1089.000 Mg | 43.00000 46827.00| 36.00000 39204.00| 47.00000 51183.00 HMA BASE C25.0 mm, MAINLINE | | | 0022 405-05517 2.300 Mg | 500.00000 1150.00| 410.00000 943.00| 575.00000 1322.50 ASPHALT FOR PRIME COAT | | | 0023 406-05520 10.900 Mg | 240.00000 2616.00| 155.00000 1689.50| 350.00000 3815.00 ASPHALT FOR TACK COAT | | | 0024 407-04348 2020.000 m2 | 2.75000 5555.00| 1.60000 3232.00| 3.15000 6363.00 SEAL COAT, 2 | | | 0025 601-74015 907.000 m | 6.82000 6185.74| 6.95000 6303.65| 9.00000 8163.00 GUARDRAIL, REMOVE AND SALVAGE | | | 0026 610-05527 110.000 Mg | 86.00000 9460.00| 61.00000 6710.00| 96.00000 10560.00 HMA FOR APPROACHES | | | 0027 611-06497 1.000 EACH| 163.20000 163.20| 210.00000 210.00| 260.00000 260.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 14.000 EACH| 142.80000 1999.20| 122.00000 1708.00| 150.00000 2100.00 RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 561.00000 1683.00| 460.00000 1380.00| 575.00000 1725.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 438.60000 438.60| 360.00000 360.00| 475.00000 475.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1386990 |E & B PAVING, INC. |PHEND & BROWN, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 616-02320 175.000 m2 | 2.44000 427.00| 8.90000 1557.50| 4.00000 700.00 GEOTEXTILES | | | 0032 616-06405 48.000 Mg | 31.42000 1508.16| 47.00000 2256.00| 30.00000 1440.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 382.50000 382.50| 375.00000 375.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.300 Mg | 734.40000 1689.12| 720.00000 1656.00| 600.00000 1380.00 FERTILIZER | | | 0035 621-06548 8.000 kg | 51.00000 408.00| 50.00000 400.00| 40.00000 320.00 SEED MIXTURE, CV | | | 0036 621-06553 479.000 kg | 7.70000 3688.30| 7.55000 3616.45| 4.10000 1963.90 SEED MIXTURE, R | | | 0037 621-06565 11.400 Mg | 558.96000 6372.14| 548.00000 6247.20| 600.00000 6840.00 MULCHING MATERIAL | | | 0038 621-06567 36.000 kL | 1.02000 36.72| 1.00000 36.00| 10.00000 360.00 WATER | | | 0039 621-06575 1973.000 m2 | 3.52000 6944.96| 6.50000 12824.50| 5.00000 9865.00 SODDING, NURSERY | | | 0040 715-05019 29.000 m | 148.89000 4317.81| 180.00000 5220.00| 130.00000 3770.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0041 715-05048 1610.000 m | 9.49000 15278.90| 15.50000 24955.00| 16.00000 25760.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 177.000 m | 30.60000 5416.20| 41.00000 7257.00| 36.00000 6372.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05119 32.000 m | 93.18000 2981.76| 110.00000 3520.00| 48.00000 1536.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-05121 18.000 m | 88.85000 1599.30| 118.00000 2124.00| 53.00000 954.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0045 715-05123 21.000 m | 99.67000 2093.07| 120.00000 2520.00| 82.00000 1722.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-05125 46.000 m | 105.86000 4869.56| 126.00000 5796.00| 94.00000 4324.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0047 715-05169 20.000 m | 93.18000 1863.60| 80.00000 1600.00| 50.00000 1000.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-46005 6.000 EACH| 269.11000 1614.66| 215.00000 1290.00| 150.00000 900.00 PIPE END SECTION, 375 mm | | | 0049 715-46010 2.000 EACH| 293.95000 587.90| 285.00000 570.00| 165.00000 330.00 PIPE END SECTION, 450 mm | | | 0050 715-46020 2.000 EACH| 427.96000 855.92| 330.00000 660.00| 190.00000 380.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1386990 |E & B PAVING, INC. |PHEND & BROWN, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-46030 2.000 EACH| 519.76000 1039.52| 495.00000 990.00| 275.00000 550.00 PIPE END SECTION, 750 mm | | | 0052 715-46040 2.000 EACH| 647.20000 1294.40| 615.00000 1230.00| 450.00000 900.00 PIPE END SECTION, 900 mm | | | 0053 718-06529 11.000 EACH| 510.00000 5610.00| 535.00000 5885.00| 1800.00000 19800.00 OUTLET PROTECTOR, 2 | | | 0054 718-06532 1000.000 m | 3.06000 3060.00| 2.80000 2800.00| 4.25000 4250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 322.000 m3 | 38.76000 12480.72| 26.00000 8372.00| 26.00000 8372.00 AGGREGATE FOR UNDERDRAINS | | | 0056 801-04308 4.000 EACH| 224.40000 897.60| 105.00000 420.00| 160.00000 640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06606 16.000 EACH| 90.78000 1452.48| 64.00000 1024.00| 110.00000 1760.00 BARRICADE, IIIB | | | 0058 801-06625 36.000 EACH| 76.50000 2754.00| 52.00000 1872.00| 100.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 36.000 EACH| 86.70000 3121.20| 59.00000 2124.00| 105.00000 3780.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 18.000 EACH| 37.74000 679.32| 19.00000 342.00| 40.00000 720.00 CONSTRUCTION SIGN, B | | | 0061 802-76025 2.320 m2 | 204.00000 473.28| 190.00000 440.80| 220.00000 510.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76035 3.360 m2 | 168.30000 565.49| 140.00000 470.40| 190.00000 638.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0063 802-76080 71.200 m | 39.78000 2832.34| 19.00000 1352.80| 35.00000 2492.00 POST, RECTANGULAR | | | 0064 808-06713 3205.000 m | 0.18000 576.90| 0.18000 576.90| 0.70000 2243.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-75240 289.000 m | 0.97000 280.33| 0.95000 274.55| 1.75000 505.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0066 808-75245 578.000 m | 0.97000 560.66| 0.95000 549.10| 1.75000 1011.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75297 34.000 m | 6.07000 206.38| 5.95000 202.30| 11.00000 374.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0068 808-75998 79.000 EACH| 16.83000 1329.57| 16.50000 1303.50| 61.00000 4819.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1386990 |E & B PAVING, INC. |PHEND & BROWN, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 994,337.65| $ 1,046,717.15| $ 1,188,294.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 994,337.65| $ 1,046,717.15| $ 1,188,294.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1582109 |(6) 35-1068009 |GRADEX, INC. |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 6.000 MOS | 1600.00000 9600.00| 1601.25000 9607.50| 2000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 26000.00000 26000.00| 31150.12000 31150.12| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60800.00000 60800.00| 59693.04000 59693.04| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60800.00000 60800.00| 59693.04000 59693.04| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 78410.87000 78410.87| 64000.00000 64000.00 PRESENT STRUCTURE, REMOVE (STR. NO.1) | | | 0006 202-51330 LUMP| 40000.00000 40000.00| 85282.34000 85282.34| 64000.00000 64000.00 PRESENT STRUCTURE, REMOVE (STR. NO.2) | | | 0007 202-60820 2680.000 m2 | 2.50000 6700.00| 2.00000 5360.00| 3.00000 8040.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 81119.000 m3 | 3.70000 300140.30| 4.43000 359357.17| 5.40000 438042.60 EXCAVATION, COMMON | | | 0009 203-02045 3493.000 m3 | 3.50000 12225.50| 4.42000 15439.06| 4.55000 15893.15 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02229 60.000 m | 12.60000 756.00| 12.00000 720.00| 15.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 263.000 m | 46.00000 12098.00| 34.67000 9118.21| 30.00000 7890.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 8.000 EACH| 68.00000 544.00| 65.00000 520.00| 70.00000 560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 211-02060 187.000 m3 | 26.00000 4862.00| 38.15000 7134.05| 55.00000 10285.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04075 275.000 Mg | 17.00000 4675.00| 15.50000 4262.50| 18.45000 5073.75 COMPACTED AGGREGATE, O, 73 | | | 0015 303-52308 3210.000 Mg | 13.25000 42532.50| 14.00000 44940.00| 14.80000 47508.00 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 4510.000 Mg | 40.95000 184684.50| 39.00000 175890.00| 41.00000 184910.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 1878.000 Mg | 45.15000 84791.70| 43.00000 80754.00| 45.15000 84791.70 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 889.000 Mg | 55.65000 49472.85| 53.00000 47117.00| 55.65000 49472.85 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1582109 |(6) 35-1068009 |GRADEX, INC. |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05459 546.000 Mg | 60.90000 33251.40| 58.00000 31668.00| 60.90000 33251.40 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 401-06264 LUMP| 6300.00000 6300.00| 6000.00000 6000.00| 6300.00000 6300.00 PROFILOGRAPH, HMA | | | 0021 402-05470 1089.000 Mg | 45.15000 49168.35| 43.00000 46827.00| 45.25000 49277.25 HMA BASE C25.0 mm, MAINLINE | | | 0022 405-05517 2.300 Mg | 525.00000 1207.50| 500.00000 1150.00| 525.00000 1207.50 ASPHALT FOR PRIME COAT | | | 0023 406-05520 10.900 Mg | 252.00000 2746.80| 240.00000 2616.00| 250.00000 2725.00 ASPHALT FOR TACK COAT | | | 0024 407-04348 2020.000 m2 | 21.21000 42844.20| 2.75000 5555.00| 3.00000 6060.00 SEAL COAT, 2 | | | 0025 601-74015 907.000 m | 7.30000 6621.10| 6.95000 6303.65| 7.50000 6802.50 GUARDRAIL, REMOVE AND SALVAGE | | | 0026 610-05527 110.000 Mg | 90.30000 9933.00| 86.00000 9460.00| 90.00000 9900.00 HMA FOR APPROACHES | | | 0027 611-06497 1.000 EACH| 315.00000 315.00| 210.00000 210.00| 225.00000 225.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 14.000 EACH| 130.00000 1820.00| 122.00000 1708.00| 150.00000 2100.00 RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 483.00000 1449.00| 460.00000 1380.00| 500.00000 1500.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 378.00000 378.00| 360.00000 360.00| 1500.00000 1500.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 175.000 m2 | 3.00000 525.00| 1.81000 316.75| 4.00000 700.00 GEOTEXTILES | | | 0032 616-06405 48.000 Mg | 27.00000 1296.00| 20.43000 980.64| 30.00000 1440.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 400.00000 400.00| 375.00000 375.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.300 Mg | 756.00000 1738.80| 720.00000 1656.00| 750.00000 1725.00 FERTILIZER | | | 0035 621-06548 8.000 kg | 52.50000 420.00| 50.00000 400.00| 55.00000 440.00 SEED MIXTURE, CV | | | 0036 621-06553 479.000 kg | 8.00000 3832.00| 7.55000 3616.45| 7.75000 3712.25 SEED MIXTURE, R | | | 0037 621-06565 11.400 Mg | 575.00000 6555.00| 548.00000 6247.20| 575.75000 6563.55 MULCHING MATERIAL | | | 0038 621-06567 36.000 kL | 1.05000 37.80| 1.00000 36.00| 1.00000 36.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1582109 |(6) 35-1068009 |GRADEX, INC. |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06575 1973.000 m2 | 3.65000 7201.45| 3.45000 6806.85| 4.00000 7892.00 SODDING, NURSERY | | | 0040 715-05019 29.000 m | 188.00000 5452.00| 111.97000 3247.13| 170.00000 4930.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0041 715-05048 1610.000 m | 10.00000 16100.00| 9.30000 14973.00| 10.00000 16100.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 177.000 m | 40.00000 7080.00| 30.00000 5310.00| 32.00000 5664.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05119 32.000 m | 90.00000 2880.00| 66.35000 2123.20| 75.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-05121 18.000 m | 100.00000 1800.00| 72.89000 1312.02| 85.00000 1530.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0045 715-05123 21.000 m | 125.00000 2625.00| 92.52000 1942.92| 145.00000 3045.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-05125 46.000 m | 160.00000 7360.00| 98.12000 4513.52| 160.00000 7360.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0047 715-05169 20.000 m | 90.00000 1800.00| 68.16000 1363.20| 75.00000 1500.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-46005 6.000 EACH| 240.00000 1440.00| 187.01000 1122.06| 200.00000 1200.00 PIPE END SECTION, 375 mm | | | 0049 715-46010 2.000 EACH| 270.00000 540.00| 199.01000 398.02| 225.00000 450.00 PIPE END SECTION, 450 mm | | | 0050 715-46020 2.000 EACH| 350.00000 700.00| 240.01000 480.02| 275.00000 550.00 PIPE END SECTION, 600 mm | | | 0051 715-46030 2.000 EACH| 700.00000 1400.00| 330.01000 660.02| 325.00000 650.00 PIPE END SECTION, 750 mm | | | 0052 715-46040 2.000 EACH| 800.00000 1600.00| 430.01000 860.02| 525.00000 1050.00 PIPE END SECTION, 900 mm | | | 0053 718-06529 11.000 EACH| 385.00000 4235.00| 500.00000 5500.00| 525.00000 5775.00 OUTLET PROTECTOR, 2 | | | 0054 718-06532 1000.000 m | 3.50000 3500.00| 3.00000 3000.00| 3.50000 3500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 322.000 m3 | 27.00000 8694.00| 38.00000 12236.00| 40.00000 12880.00 AGGREGATE FOR UNDERDRAINS | | | 0056 801-04308 4.000 EACH| 630.00000 2520.00| 150.00000 600.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06606 16.000 EACH| 262.00000 4192.00| 105.00000 1680.00| 95.00000 1520.00 BARRICADE, IIIB | | | 0058 801-06625 36.000 EACH| 115.00000 4140.00| 70.00000 2520.00| 80.00000 2880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 36.000 EACH| 178.00000 6408.00| 90.00000 3240.00| 90.00000 3240.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1582109 |(6) 35-1068009 |GRADEX, INC. |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06645 18.000 EACH| 74.00000 1332.00| 25.00000 450.00| 40.00000 720.00 CONSTRUCTION SIGN, B | | | 0061 802-76025 2.320 m2 | 200.00000 464.00| 150.69000 349.60| 250.00000 580.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76035 3.360 m2 | 147.00000 493.92| 161.46000 542.51| 175.00000 588.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0063 802-76080 71.200 m | 19.95000 1420.44| 6.40000 455.68| 40.00000 2848.00 POST, RECTANGULAR | | | 0064 808-06713 3205.000 m | 0.26000 833.30| 0.18000 576.90| 0.35000 1121.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-75240 289.000 m | 2.00000 578.00| 0.95000 274.55| 1.60000 462.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0066 808-75245 578.000 m | 2.00000 1156.00| 0.95000 549.10| 1.60000 924.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75297 34.000 m | 16.00000 544.00| 5.95000 202.30| 11.25000 382.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0068 808-75998 79.000 EACH| 53.00000 4187.00| 16.50000 1303.50| 29.00000 2291.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,214,197.41| $ 1,279,906.71| $ 1,304,266.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,214,197.41| $ 1,279,906.71| $ 1,304,266.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1339168 |(9) 35-1212938 |WALSH CONSTR CO. OF ILL |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 6.000 MOS | 2580.00000 15480.00| 1629.83000 9778.98| 1200.00000 7200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 51228.18000 51228.18| 14514.65000 14514.65| 26000.00000 26000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67900.00000 67900.00| 69194.52000 69194.52| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 67900.00000 67900.00| 9884.66000 9884.66| 105000.00000 105000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 70000.00000 70000.00| 44688.90000 44688.90| 77000.00000 77000.00 PRESENT STRUCTURE, REMOVE (STR. NO.1) | | | 0006 202-51330 LUMP| 80000.00000 80000.00| 44758.58000 44758.58| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE (STR. NO.2) | | | 0007 202-60820 2680.000 m2 | 1.97000 5279.60| 2.55000 6834.00| 2.20000 5896.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 81119.000 m3 | 5.00000 405595.00| 7.03000 570266.57| 6.25000 506993.75 EXCAVATION, COMMON | | | 0009 203-02045 3493.000 m3 | 7.60000 26546.80| 5.99000 20923.07| 4.50000 15718.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02229 60.000 m | 12.00000 720.00| 12.00000 720.00| 15.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 263.000 m | 37.52000 9867.76| 25.11000 6603.93| 84.00000 22092.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 8.000 EACH| 65.00000 520.00| 65.00000 520.00| 95.00000 760.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 211-02060 187.000 m3 | 14.13000 2642.31| 36.62000 6847.94| 29.00000 5423.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04075 275.000 Mg | 20.75000 5706.25| 14.50000 3987.50| 21.50000 5912.50 COMPACTED AGGREGATE, O, 73 | | | 0015 303-52308 3210.000 Mg | 12.30000 39483.00| 16.34000 52451.40| 14.50000 46545.00 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 4510.000 Mg | 39.00000 175890.00| 39.00000 175890.00| 40.50000 182655.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 1878.000 Mg | 43.00000 80754.00| 43.00000 80754.00| 44.50000 83571.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 889.000 Mg | 53.00000 47117.00| 53.00000 47117.00| 54.50000 48450.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1339168 |(9) 35-1212938 |WALSH CONSTR CO. OF ILL |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-05459 546.000 Mg | 58.00000 31668.00| 58.00000 31668.00| 59.50000 32487.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 401-06264 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6200.00000 6200.00 PROFILOGRAPH, HMA | | | 0021 402-05470 1089.000 Mg | 43.00000 46827.00| 43.00000 46827.00| 45.00000 49005.00 HMA BASE C25.0 mm, MAINLINE | | | 0022 405-05517 2.300 Mg | 500.00000 1150.00| 500.00000 1150.00| 520.00000 1196.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 10.900 Mg | 240.00000 2616.00| 240.00000 2616.00| 255.00000 2779.50 ASPHALT FOR TACK COAT | | | 0024 407-04348 2020.000 m2 | 2.75000 5555.00| 2.75000 5555.00| 2.90000 5858.00 SEAL COAT, 2 | | | 0025 601-74015 907.000 m | 6.95000 6303.65| 6.95000 6303.65| 7.40000 6711.80 GUARDRAIL, REMOVE AND SALVAGE | | | 0026 610-05527 110.000 Mg | 86.00000 9460.00| 86.00000 9460.00| 89.00000 9790.00 HMA FOR APPROACHES | | | 0027 611-06497 1.000 EACH| 210.00000 210.00| 210.00000 210.00| 220.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 14.000 EACH| 122.00000 1708.00| 122.00000 1708.00| 130.00000 1820.00 RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 460.00000 1380.00| 460.00000 1380.00| 480.00000 1440.00 MONUMENT, B | | | 0030 615-06527 1.000 EACH| 360.00000 360.00| 360.00000 360.00| 380.00000 380.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 175.000 m2 | 2.84000 497.00| 4.56000 798.00| 5.10000 892.50 GEOTEXTILES | | | 0032 616-06405 48.000 Mg | 27.40000 1315.20| 27.99000 1343.52| 38.00000 1824.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 375.00000 375.00| 375.00000 375.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 2.300 Mg | 720.00000 1656.00| 720.00000 1656.00| 750.00000 1725.00 FERTILIZER | | | 0035 621-06548 8.000 kg | 50.00000 400.00| 50.00000 400.00| 52.00000 416.00 SEED MIXTURE, CV | | | 0036 621-06553 479.000 kg | 7.55000 3616.45| 7.55000 3616.45| 7.90000 3784.10 SEED MIXTURE, R | | | 0037 621-06565 11.400 Mg | 548.00000 6247.20| 548.00000 6247.20| 575.00000 6555.00 MULCHING MATERIAL | | | 0038 621-06567 36.000 kL | 1.00000 36.00| 1.00000 36.00| 1.10000 39.60 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1339168 |(9) 35-1212938 |WALSH CONSTR CO. OF ILL |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06575 1973.000 m2 | 3.45000 6806.85| 3.45000 6806.85| 3.60000 7102.80 SODDING, NURSERY | | | 0040 715-05019 29.000 m | 153.60000 4454.40| 94.07000 2728.03| 145.00000 4205.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0041 715-05048 1610.000 m | 10.39000 16727.90| 15.53000 25003.30| 5.10000 8211.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 177.000 m | 39.19000 6936.63| 28.63000 5067.51| 46.00000 8142.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05119 32.000 m | 53.04000 1697.28| 141.82000 4538.24| 70.00000 2240.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-05121 18.000 m | 62.11000 1117.98| 70.89000 1276.02| 80.00000 1440.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0045 715-05123 21.000 m | 81.53000 1712.13| 77.98000 1637.58| 95.00000 1995.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0046 715-05125 46.000 m | 96.73000 4449.58| 81.01000 3726.46| 140.00000 6440.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0047 715-05169 20.000 m | 53.23000 1064.60| 57.08000 1141.60| 80.00000 1600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0048 715-46005 6.000 EACH| 178.50000 1071.00| 473.55000 2841.30| 205.00000 1230.00 PIPE END SECTION, 375 mm | | | 0049 715-46010 2.000 EACH| 202.73000 405.46| 496.54000 993.08| 225.00000 450.00 PIPE END SECTION, 450 mm | | | 0050 715-46020 2.000 EACH| 291.22000 582.44| 533.54000 1067.08| 270.00000 540.00 PIPE END SECTION, 600 mm | | | 0051 715-46030 2.000 EACH| 379.60000 759.20| 618.54000 1237.08| 490.00000 980.00 PIPE END SECTION, 750 mm | | | 0052 715-46040 2.000 EACH| 501.35000 1002.70| 731.54000 1463.08| 590.00000 1180.00 PIPE END SECTION, 900 mm | | | 0053 718-06529 11.000 EACH| 714.40000 7858.40| 398.92000 4388.12| 410.00000 4510.00 OUTLET PROTECTOR, 2 | | | 0054 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.10000 3100.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 322.000 m3 | 18.21000 5863.62| 28.87000 9296.14| 65.00000 20930.00 AGGREGATE FOR UNDERDRAINS | | | 0056 801-04308 4.000 EACH| 105.00000 420.00| 150.00000 600.00| 115.00000 460.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06606 16.000 EACH| 64.00000 1024.00| 105.00000 1680.00| 70.00000 1120.00 BARRICADE, IIIB | | | 0058 801-06625 36.000 EACH| 52.00000 1872.00| 70.00000 2520.00| 70.00000 2520.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 36.000 EACH| 59.00000 2124.00| 90.00000 3240.00| 75.00000 2700.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 110 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,055,270.37 ROUTE : SR 17 CALL ORDER : 110 CONTRACT ID : R -23927-A COUNTIES : FULTON LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1339168 |(9) 35-1212938 |WALSH CONSTR CO. OF ILL |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06645 18.000 EACH| 19.00000 342.00| 25.00000 450.00| 20.00000 360.00 CONSTRUCTION SIGN, B | | | 0061 802-76025 2.320 m2 | 190.00000 440.80| 150.69000 349.60| 157.00000 364.24 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76035 3.360 m2 | 140.00000 470.40| 161.46000 542.51| 170.00000 571.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0063 802-76080 71.200 m | 19.00000 1352.80| 6.40000 455.68| 6.80000 484.16 POST, RECTANGULAR | | | 0064 808-06713 3205.000 m | 0.36000 1153.80| 0.18000 576.90| 0.20000 641.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-75240 289.000 m | 1.13000 326.57| 0.95000 274.55| 1.10000 317.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0066 808-75245 578.000 m | 1.13000 653.14| 0.95000 549.10| 1.10000 635.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0067 808-75297 34.000 m | 6.79000 230.86| 5.95000 202.30| 6.20000 210.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0068 808-75998 79.000 EACH| 28.14000 2223.06| 16.50000 1303.50| 18.00000 1422.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,358,154.00| $ 1,382,401.13| $ 1,534,743.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,358,154.00| $ 1,382,401.13| $ 1,534,743.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 116 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 116 CONTRACT ID : R -24433-A COUNTIES : ST. JOSEPH LETTING DATE : 07/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 794,307.80 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 887,085.01 111.6802% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 905,760.46 114.0314% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 933,415.29 117.5130% 5 35-1065659 BROOKS CONSTRUCTION $ 996,900.20 125.5055% 6 35-1561256 KASER-SPRAKER CONSTRUCTION $ 1,147,805.60 144.5038% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0972008 0972009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 396,112.71 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 427,975.96 108.0439% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 469,633.70 118.5606% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 493,648.43 124.6232% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 500,883.29 126.4496% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 514,953.05 130.0016% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 573,100.38 144.6811% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1609544 |(3) 35-0918397 |HENDERSON, H.E., INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 5.000 MOS | 680.00000 3400.00| 579.53000 2897.65| 2000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20162.00000 20162.00| 12420.00000 12420.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15042.00000 15042.00| 21398.80000 21398.80| 37241.22000 37241.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 984.000 m2 | 7.34000 7222.56| 0.71000 698.64| 6.50000 6396.00 PAVEMENT, REMOVE | | | 0005 202-02272 115.000 m | 12.64000 1453.60| 10.34000 1189.10| 27.00000 3105.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 3708.000 m2 | 2.69000 9974.52| 2.10000 7786.80| 2.25000 8343.00 SURFACE MILLING, ASPHALT | | | 0008 203-02045 90.000 m3 | 40.87000 3678.30| 5.60000 504.00| 13.00000 1170.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02055 2094.000 m3 | 13.35000 27954.90| 10.30000 21568.20| 24.00000 50256.00 EMBANKMENT | | | 0011 205-02224 250.000 m | 5.38000 1345.00| 5.53000 1382.50| 5.25000 1312.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 80.000 m | 8.00000 640.00| 8.23000 658.40| 8.25000 660.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 8.000 EACH| 52.50000 420.00| 54.00000 432.00| 55.00000 440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1609544 |(3) 35-0918397 |HENDERSON, H.E., INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 1.000 EACH| 63.00000 63.00| 64.80000 64.80| 65.00000 65.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 164.600 m3 | 39.40000 6485.24| 24.63000 4054.10| 27.00000 4444.20 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 904.700 Mg | 17.05000 15425.14| 17.85000 16148.90| 19.75000 17867.83 COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 594.000 Mg | 42.00000 24948.00| 48.60000 28868.40| 48.00000 28512.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 777.000 Mg | 42.00000 32634.00| 46.44000 36083.88| 50.00000 38850.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 402.000 Mg | 57.75000 23215.50| 70.20000 28220.40| 63.00000 25326.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-05464 193.500 Mg | 67.20000 13003.20| 64.80000 12538.80| 56.00000 10836.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05517 2.890 Mg | 252.00000 728.28| 432.00000 1248.48| 350.00000 1011.50 ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.980 Mg | 252.00000 1002.96| 216.00000 859.68| 200.00000 796.00 ASPHALT FOR TACK COAT | | | 0023 601-03929 10.400 m | 81.07000 843.13| 64.80000 673.92| 75.00000 780.00 GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0024 601-06035 77.000 m | 26.03000 2004.31| 49.14000 3783.78| 55.00000 4235.00 GUARDRAIL, RESET | | | 0025 601-92356 1.000 EACH| 630.00000 630.00| 945.00000 945.00| 740.00000 740.00 GUARDRAIL END TREATMENT, STEEL, I | | | 0026 601-99105 34.000 m | 36.88000 1253.92| 47.52000 1615.68| 40.00000 1360.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 605-06120 41.000 m | 64.75000 2654.75| 40.67000 1667.47| 75.00000 3075.00 CURB, CONCRETE | | | 0028 605-06140 146.000 m | 55.82000 8149.72| 41.53000 6063.38| 40.00000 5840.00 CURB AND GUTTER, CONCRETE | | | 0029 605-06270 131.000 m2 | 84.72000 11098.32| 47.47000 6218.57| 70.00000 9170.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0030 607-06335 126.000 m | 43.89000 5530.14| 66.51000 8380.26| 66.00000 8316.00 PAVED SIDE DITCH, A | | | 0031 607-06345 51.000 m | 45.85000 2338.35| 113.48000 5787.48| 120.00000 6120.00 PAVED SIDE DITCH, C | | | 0032 607-06350 62.000 m | 44.61000 2765.82| 107.21000 6647.02| 135.00000 8370.00 PAVED SIDE DITCH, D | | | 0033 610-05527 178.400 Mg | 100.23000 17881.03| 64.80000 11560.32| 91.00000 16234.40 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1609544 |(3) 35-0918397 |HENDERSON, H.E., INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06575 4448.000 m2 | 3.20000 14233.60| 3.29000 14633.92| 3.25000 14456.00 SODDING, NURSERY | | | 0035 715-05119 20.000 m | 102.78000 2055.60| 130.95000 2619.00| 94.00000 1880.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 17.000 m | 72.75000 1236.75| 64.58000 1097.86| 94.00000 1598.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05123 12.000 m | 79.98000 959.76| 77.37000 928.44| 120.00000 1440.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0038 715-05169 31.700 m | 69.69000 2209.17| 48.44000 1535.55| 105.00000 3328.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 715-46005 6.000 EACH| 145.53000 873.18| 213.19000 1279.14| 260.00000 1560.00 PIPE END SECTION, 375 mm | | | 0040 715-46010 2.000 EACH| 188.38000 376.76| 284.25000 568.50| 270.00000 540.00 PIPE END SECTION, 450 mm | | | 0041 715-46020 2.000 EACH| 225.65000 451.30| 351.90000 703.80| 315.00000 630.00 PIPE END SECTION, 600 mm | | | 0043 801-06640 14.000 EACH| 57.75000 808.50| 59.40000 831.60| 65.00000 910.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 4.000 EACH| 31.50000 126.00| 32.40000 129.60| 33.00000 132.00 CONSTRUCTION SIGN, B | | | 0048 801-06710 40.000 DAY | 15.75000 630.00| 16.20000 648.00| 20.00000 800.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 21277.80000 21277.80| 51112.23000 51112.23| 15500.00000 15500.00 MAINTAINING TRAFFIC | | | 0050 802-76030 9.646 m2 | 135.41000 1306.16| 133.57000 1288.42| 135.00000 1302.21 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0052 805-01479 1.000 EACH| 453.60000 453.60| 1093.50000 1093.50| 1100.00000 1100.00 CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0053 805-01815 4.000 EACH| 1450.16000 5800.64| 1836.41000 7345.64| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0056 805-01842 6.000 EACH| 730.49000 4382.94| 937.23000 5623.38| 950.00000 5700.00 HANDHOLE, SIGNAL | | | 0057 805-01844 260.000 m | 29.85000 7761.00| 39.09000 10163.40| 40.00000 10400.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0058 805-02202 1.000 EACH| 574.23000 574.23| 950.02000 950.02| 950.00000 950.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0059 805-78100 1.000 EACH| 8131.68000 8131.68| 8979.80000 8979.80| 9250.00000 9250.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1609544 |(3) 35-0918397 |HENDERSON, H.E., INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 805-78205 4.000 EACH| 437.72000 1750.88| 388.94000 1555.76| 400.00000 1600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0061 805-78215 4.000 EACH| 437.72000 1750.88| 396.07000 1584.28| 410.00000 1640.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0062 805-78230 4.000 EACH| 634.59000 2538.36| 625.19000 2500.76| 650.00000 2600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0063 805-78485 294.000 m | 2.38000 699.72| 7.52000 2210.88| 7.50000 2205.00 SIGNAL CABLE, 5C 14GA. | | | 0064 805-78490 254.000 m | 3.10000 787.40| 7.86000 1996.44| 8.00000 2032.00 SIGNAL CABLE, 7C 14GA. | | | 0065 805-78510 3158.000 m | 2.60000 8210.80| 3.79000 11968.82| 4.00000 12632.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78785 6.000 EACH| 510.11000 3060.66| 758.35000 4550.10| 775.00000 4650.00 SIGNAL DETECTOR HOUSING | | | 0067 805-78795 250.000 m | 28.25000 7062.50| 25.23000 6307.50| 25.00000 6250.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0068 805-81060 4.000 EACH| 3659.36000 14637.44| 2913.89000 11655.56| 3000.00000 12000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0069 808-01468 60.000 m | 46.31000 2778.60| 47.63000 2857.80| 48.00000 2880.00 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0070 808-06703 829.000 m | 1.07000 887.03| 1.10000 911.90| 1.15000 953.35 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06705 50.000 m | 2.14000 107.00| 2.20000 110.00| 2.25000 112.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0072 808-06714 145.000 m | 0.95000 137.75| 0.97000 140.65| 1.00000 145.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-75245 330.000 m | 1.07000 353.10| 1.10000 363.00| 1.15000 379.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75274 72.000 m | 2.14000 154.08| 2.20000 158.40| 2.25000 162.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0075 808-75297 22.000 m | 10.50000 231.00| 10.80000 237.60| 15.00000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0076 808-75320 6.000 EACH| 46.20000 277.20| 47.52000 285.12| 50.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1609544 |(3) 35-0918397 |HENDERSON, H.E., INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 808-75325 4.000 EACH| 58.80000 235.20| 60.48000 241.92| 65.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0078 808-75998 25.000 EACH| 39.90000 997.50| 41.04000 1026.00| 50.00000 1250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-92027 366.000 m | 2.14000 783.24| 2.20000 805.20| 2.50000 915.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0080 805-78415 4.000 EACH| 1249.50000 4998.00| 1313.93000 5255.72| 1350.00000 5400.00 SPAN, CATENARY, AND TETHER | | | 0081 805-78420 4.000 EACH| 218.44000 873.76| 259.68000 1038.72| 250.00000 1000.00 DISCONNECT HANGER | | | 0082 801-06207 1086.000 m | 3.15000 3420.90| 3.24000 3518.64| 3.35000 3638.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06203 931.000 m | 0.32000 297.92| 0.32000 297.92| 0.87000 809.97 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 802-02489 15.600 m | 27.69000 431.96| 37.95000 592.02| 38.00000 592.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 8.113 m2 | 129.85000 1053.47| 235.06000 1907.04| 240.00000 1947.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 396,112.71| $ 427,975.96| $ 469,633.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,112.71| $ 427,975.96| $ 469,633.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 |(6) 35-1917625 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |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 5.000 MOS | 900.00000 4500.00| 800.00000 4000.00| 2765.69000 13828.45 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11500.00000 11500.00| 15000.00000 15000.00| 12104.90000 12104.90 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19985.00000 19985.00| 25000.00000 25000.00| 23918.00000 23918.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 984.000 m2 | 9.00000 8856.00| 9.00000 8856.00| 9.78000 9623.52 PAVEMENT, REMOVE | | | 0005 202-02272 115.000 m | 45.00000 5175.00| 60.00000 6900.00| 51.77000 5953.55 PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 3708.000 m2 | 2.00000 7416.00| 2.20000 8157.60| 3.83000 14201.64 SURFACE MILLING, ASPHALT | | | 0008 203-02045 90.000 m3 | 32.00000 2880.00| 8.00000 720.00| 54.03000 4862.70 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02055 2094.000 m3 | 32.00000 67008.00| 59.00000 123546.00| 33.96000 71112.24 EMBANKMENT | | | 0011 205-02224 250.000 m | 5.12000 1280.00| 5.25000 1312.50| 5.39000 1347.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 80.000 m | 7.62000 609.60| 7.65000 612.00| 8.02000 641.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 52.63000 421.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 1.000 EACH| 60.00000 60.00| 60.00000 60.00| 63.16000 63.16 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 164.600 m3 | 24.00000 3950.40| 11.00000 1810.60| 17.58000 2893.67 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 904.700 Mg | 19.00000 17189.30| 16.00000 14475.20| 25.69000 23241.74 COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 594.000 Mg | 55.00000 32670.00| 40.00000 23760.00| 45.00000 26730.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 777.000 Mg | 57.00000 44289.00| 40.00000 31080.00| 43.00000 33411.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 402.000 Mg | 64.00000 25728.00| 45.00000 18090.00| 65.00000 26130.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-05464 193.500 Mg | 75.00000 14512.50| 52.00000 10062.00| 60.00000 11610.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 |(6) 35-1917625 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05517 2.890 Mg | 550.00000 1589.50| 350.00000 1011.50| 400.00000 1156.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.980 Mg | 250.00000 995.00| 250.00000 995.00| 200.00000 796.00 ASPHALT FOR TACK COAT | | | 0023 601-03929 10.400 m | 60.00000 624.00| 60.00000 624.00| 63.16000 656.86 GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0024 601-06035 77.000 m | 45.50000 3503.50| 45.50000 3503.50| 47.89000 3687.53 GUARDRAIL, RESET | | | 0025 601-92356 1.000 EACH| 875.00000 875.00| 875.00000 875.00| 921.03000 921.03 GUARDRAIL END TREATMENT, STEEL, I | | | 0026 601-99105 34.000 m | 44.00000 1496.00| 44.00000 1496.00| 46.31000 1574.54 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 605-06120 41.000 m | 85.00000 3485.00| 40.00000 1640.00| 72.07000 2954.87 CURB, CONCRETE | | | 0028 605-06140 146.000 m | 75.00000 10950.00| 40.00000 5840.00| 99.17000 14478.82 CURB AND GUTTER, CONCRETE | | | 0029 605-06270 131.000 m2 | 115.00000 15065.00| 95.00000 12445.00| 106.31000 13926.61 CENTER CURB, C, CONCRETE, MODIFIED | | | 0030 607-06335 126.000 m | 110.00000 13860.00| 71.00000 8946.00| 137.32000 17302.32 PAVED SIDE DITCH, A | | | 0031 607-06345 51.000 m | 130.00000 6630.00| 99.00000 5049.00| 167.52000 8543.52 PAVED SIDE DITCH, C | | | 0032 607-06350 62.000 m | 140.00000 8680.00| 111.00000 6882.00| 173.19000 10737.78 PAVED SIDE DITCH, D | | | 0033 610-05527 178.400 Mg | 85.00000 15164.00| 95.00000 16948.00| 60.00000 10704.00 HMA FOR APPROACHES | | | 0034 621-06575 4448.000 m2 | 3.25000 14456.00| 3.05000 13566.40| 3.21000 14278.08 SODDING, NURSERY | | | 0035 715-05119 20.000 m | 175.00000 3500.00| 210.00000 4200.00| 214.40000 4288.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 17.000 m | 135.00000 2295.00| 100.00000 1700.00| 129.86000 2207.62 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05123 12.000 m | 145.00000 1740.00| 130.00000 1560.00| 181.26000 2175.12 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0038 715-05169 31.700 m | 130.00000 4121.00| 120.00000 3804.00| 102.61000 3252.74 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 715-46005 6.000 EACH| 150.00000 900.00| 89.00000 534.00| 321.74000 1930.44 PIPE END SECTION, 375 mm | | | 0040 715-46010 2.000 EACH| 175.00000 350.00| 101.00000 202.00| 456.37000 912.74 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 |(6) 35-1917625 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-46020 2.000 EACH| 200.00000 400.00| 141.00000 282.00| 505.41000 1010.82 PIPE END SECTION, 600 mm | | | 0043 801-06640 14.000 EACH| 85.00000 1190.00| 55.00000 770.00| 57.89000 810.46 CONSTRUCTION SIGN, A | | | 0046 801-06645 4.000 EACH| 45.00000 180.00| 30.00000 120.00| 31.58000 126.32 CONSTRUCTION SIGN, B | | | 0048 801-06710 40.000 DAY | 20.00000 800.00| 25.00000 1000.00| 15.79000 631.60 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 19635.00000 19635.00| 25000.00000 25000.00| 22306.50000 22306.50 MAINTAINING TRAFFIC | | | 0050 802-76030 9.646 m2 | 150.00000 1446.90| 116.00000 1118.94| 121.96000 1176.43 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0052 805-01479 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 997.95000 997.95 CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0053 805-01815 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1675.92000 6703.68 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0056 805-01842 6.000 EACH| 825.00000 4950.00| 815.00000 4890.00| 855.32000 5131.92 HANDHOLE, SIGNAL | | | 0057 805-01844 260.000 m | 34.00000 8840.00| 34.00000 8840.00| 35.67000 9274.20 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0058 805-02202 1.000 EACH| 825.00000 825.00| 825.00000 825.00| 863.42000 863.42 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0059 805-78100 1.000 EACH| 7795.00000 7795.00| 7800.00000 7800.00| 8195.03000 8195.03 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0060 805-78205 4.000 EACH| 350.00000 1400.00| 340.00000 1360.00| 354.95000 1419.80 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0061 805-78215 4.000 EACH| 350.00000 1400.00| 345.00000 1380.00| 361.56000 1446.24 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0062 805-78230 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 570.55000 2282.20 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0063 805-78485 294.000 m | 6.75000 1984.50| 6.55000 1925.70| 6.87000 2019.78 SIGNAL CABLE, 5C 14GA. | | | 0064 805-78490 254.000 m | 7.00000 1778.00| 6.85000 1739.90| 7.18000 1823.72 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 |(6) 35-1917625 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 805-78510 3158.000 m | 3.50000 11053.00| 3.30000 10421.40| 3.45000 10895.10 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78785 6.000 EACH| 675.00000 4050.00| 660.00000 3960.00| 692.09000 4152.54 SIGNAL DETECTOR HOUSING | | | 0067 805-78795 250.000 m | 22.00000 5500.00| 22.00000 5500.00| 23.03000 5757.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0068 805-81060 4.000 EACH| 2530.00000 10120.00| 2600.00000 10400.00| 2659.24000 10636.96 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0069 808-01468 60.000 m | 35.00000 2100.00| 45.00000 2700.00| 46.42000 2785.20 LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0070 808-06703 829.000 m | 2.00000 1658.00| 1.05000 870.45| 1.07000 887.03 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06705 50.000 m | 3.50000 175.00| 2.05000 102.50| 2.15000 107.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0072 808-06714 145.000 m | 4.50000 652.50| 0.90000 130.50| 0.95000 137.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-75245 330.000 m | 2.00000 660.00| 1.05000 346.50| 1.07000 353.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75274 72.000 m | 3.50000 252.00| 2.10000 151.20| 2.15000 154.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0075 808-75297 22.000 m | 10.00000 220.00| 10.00000 220.00| 10.53000 231.66 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0076 808-75320 6.000 EACH| 60.00000 360.00| 44.00000 264.00| 46.32000 277.92 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0077 808-75325 4.000 EACH| 80.00000 320.00| 56.00000 224.00| 58.95000 235.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0078 808-75998 25.000 EACH| 60.00000 1500.00| 38.00000 950.00| 40.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-92027 366.000 m | 3.50000 1281.00| 2.05000 750.30| 2.15000 786.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0080 805-78415 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1199.10000 4796.40 SPAN, CATENARY, AND TETHER | | | 0081 805-78420 4.000 EACH| 240.00000 960.00| 250.00000 1000.00| 236.98000 947.92 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 |(6) 35-1917625 |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 801-06207 1086.000 m | 4.00000 4344.00| 3.00000 3258.00| 3.16000 3431.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06203 931.000 m | 1.00000 931.00| 0.30000 279.30| 0.32000 297.92 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 802-02489 15.600 m | 35.00000 546.00| 35.00000 546.00| 34.64000 540.38 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 8.113 m2 | 210.00000 1703.73| 215.00000 1744.30| 214.41000 1739.51 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 493,648.43| $ 500,883.29| $ 514,953.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 493,648.43| $ 500,883.29| $ 514,953.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 5.000 MOS | 1200.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28655.00000 28655.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 984.000 m2 | 16.00000 15744.00| | PAVEMENT, REMOVE | | | 0005 202-02272 115.000 m | 24.00000 2760.00| | PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 3708.000 m2 | 3.00000 11124.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02045 90.000 m3 | 41.00000 3690.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02055 2094.000 m3 | 40.00000 83760.00| | EMBANKMENT | | | 0011 205-02224 250.000 m | 5.30000 1325.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 80.000 m | 8.00000 640.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 8.000 EACH| 55.00000 440.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 1.000 EACH| 55.00000 55.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 164.600 m3 | 55.00000 9053.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 904.700 Mg | 32.00000 28950.40| | COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 594.000 Mg | 44.00000 26136.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 777.000 Mg | 44.00000 34188.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 402.000 Mg | 60.00000 24120.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-05464 193.500 Mg | 68.00000 13158.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05517 2.890 Mg | 250.00000 722.50| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.980 Mg | 250.00000 995.00| | ASPHALT FOR TACK COAT | | | 0023 601-03929 10.400 m | 65.00000 676.00| | GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0024 601-06035 77.000 m | 50.00000 3850.00| | GUARDRAIL, RESET | | | 0025 601-92356 1.000 EACH| 900.00000 900.00| | GUARDRAIL END TREATMENT, STEEL, I | | | 0026 601-99105 34.000 m | 46.00000 1564.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 605-06120 41.000 m | 74.00000 3034.00| | CURB, CONCRETE | | | 0028 605-06140 146.000 m | 75.00000 10950.00| | CURB AND GUTTER, CONCRETE | | | 0029 605-06270 131.000 m2 | 100.00000 13100.00| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0030 607-06335 126.000 m | 85.00000 10710.00| | PAVED SIDE DITCH, A | | | 0031 607-06345 51.000 m | 100.00000 5100.00| | PAVED SIDE DITCH, C | | | 0032 607-06350 62.000 m | 110.00000 6820.00| | PAVED SIDE DITCH, D | | | 0033 610-05527 178.400 Mg | 78.00000 13915.20| | HMA FOR APPROACHES | | | 0034 621-06575 4448.000 m2 | 3.25000 14456.00| | SODDING, NURSERY | | | 0035 715-05119 20.000 m | 130.00000 2600.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 17.000 m | 140.00000 2380.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05123 12.000 m | 165.00000 1980.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0038 715-05169 31.700 m | 175.00000 5547.50| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0039 715-46005 6.000 EACH| 500.00000 3000.00| | PIPE END SECTION, 375 mm | | | 0040 715-46010 2.000 EACH| 550.00000 1100.00| | PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-46020 2.000 EACH| 600.00000 1200.00| | PIPE END SECTION, 600 mm | | | 0043 801-06640 14.000 EACH| 60.00000 840.00| | CONSTRUCTION SIGN, A | | | 0046 801-06645 4.000 EACH| 33.00000 132.00| | CONSTRUCTION SIGN, B | | | 0048 801-06710 40.000 DAY | 17.00000 680.00| | FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | 0050 802-76030 9.646 m2 | 120.00000 1157.52| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0052 805-01479 1.000 EACH| 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0053 805-01815 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0056 805-01842 6.000 EACH| 850.00000 5100.00| | HANDHOLE, SIGNAL | | | 0057 805-01844 260.000 m | 36.00000 9360.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0058 805-02202 1.000 EACH| 860.00000 860.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0059 805-78100 1.000 EACH| 8000.00000 8000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0060 805-78205 4.000 EACH| 360.00000 1440.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0061 805-78215 4.000 EACH| 370.00000 1480.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0062 805-78230 4.000 EACH| 600.00000 2400.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0063 805-78485 294.000 m | 7.00000 2058.00| | SIGNAL CABLE, 5C 14GA. | | | 0064 805-78490 254.000 m | 7.00000 1778.00| | SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 805-78510 3158.000 m | 3.60000 11368.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78785 6.000 EACH| 700.00000 4200.00| | SIGNAL DETECTOR HOUSING | | | 0067 805-78795 250.000 m | 23.00000 5750.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0068 805-81060 4.000 EACH| 2800.00000 11200.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0069 808-01468 60.000 m | 47.00000 2820.00| | LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0070 808-06703 829.000 m | 1.20000 994.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06705 50.000 m | 2.20000 110.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0072 808-06714 145.000 m | 1.00000 145.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-75245 330.000 m | 1.10000 363.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75274 72.000 m | 2.20000 158.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0075 808-75297 22.000 m | 11.00000 242.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0076 808-75320 6.000 EACH| 47.00000 282.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0077 808-75325 4.000 EACH| 60.00000 240.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0078 808-75998 25.000 EACH| 42.00000 1050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-92027 366.000 m | 2.20000 805.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0080 805-78415 4.000 EACH| 1300.00000 5200.00| | SPAN, CATENARY, AND TETHER | | | 0081 805-78420 4.000 EACH| 250.00000 1000.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,175.93 ROUTE : SR 37 CALL ORDER : 130 CONTRACT ID : R -25539-A COUNTIES : MORGAN LETTING DATE : 07/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 801-06207 1086.000 m | 3.30000 3583.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06203 931.000 m | 0.40000 372.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 802-02489 15.600 m | 35.00000 546.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 8.113 m2 | 220.00000 1784.86| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 573,100.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,100.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 71,853.71 ROUTE : 231 CALL ORDER : 140 CONTRACT ID : R -25648-A COUNTIES : MONTGOMERY LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 081400E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. $ 39,091.50 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 43,954.50 112.4400% 3 35-1595689 ONYX PAVING COMPANY, INC. $ 50,871.90 130.1354% 4 35-2009641 REAGINS, INC. $ 127,812.36 326.9569% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1817574 |(3) 35-1595689 |JOHNSON COMPANY INC. |YARDBERRY LANDSCAPE |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 3425.00000 3425.00| 5500.00000 5500.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0002 202-03000 LUMP| 6315.00000 6315.00| 5500.00000 5500.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0003 202-03000 LUMP| 27010.00000 27010.00| 30000.00000 30000.00| 21500.00000 21500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 90 | | | 0004 202-03135 0.929 m2 | 1000.00000 929.00| 500.00000 464.50| 1100.00000 1021.90 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 1.000 EACH| 600.00000 600.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.450 Mg | 500.00000 225.00| 500.00000 225.00| 400.00000 180.00 FERTILIZER | | | 0007 621-06554 95.000 kg | 5.00000 475.00| 7.00000 665.00| 6.00000 570.00 SEED MIXTURE, U | | | 0008 621-06565 2.250 Mg | 50.00000 112.50| 400.00000 900.00| 400.00000 900.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 39,091.50| $ 43,954.50| $ 50,871.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,091.50| $ 43,954.50| $ 50,871.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 71,853.71 ROUTE : 231 CALL ORDER : 140 CONTRACT ID : R -25648-A COUNTIES : MONTGOMERY LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2009641 | | |REAGINS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 26652.00000 26652.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0002 202-03000 LUMP| 22753.00000 22753.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0003 202-03000 LUMP| 76657.00000 76657.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 90 | | | 0004 202-03135 0.929 m2 | 800.00000 743.20| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 1.000 EACH| 200.00000 200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.450 Mg | 542.57000 244.16| | FERTILIZER | | | 0007 621-06554 95.000 kg | 2.80000 266.00| | SEED MIXTURE, U | | | 0008 621-06565 2.250 Mg | 132.00000 297.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 127,812.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 127,812.36| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,832.23 ROUTE : 231 CALL ORDER : 150 CONTRACT ID : R -25704-A COUNTIES : SPENCER LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 07530AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1595689 ONYX PAVING COMPANY, INC. $ 11,783.26 100.0000% 2 35-1874009 HAUER EXCAVATING $ 14,841.41 125.9533% 3 35-1817574 YARDBERRY LANDSCAPE $ 15,503.50 131.5722% ==================================================================================================================================== |(1) 35-1595689 |(2) 35-1874009 |(3) 35-1817574 |ONYX PAVING COMPANY, INC. |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 9000.00000 9000.00| 12806.42000 12806.42| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 34 | | | 0002 621-01004 1.000 EACH| 700.00000 700.00| 600.00000 600.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 180.00000 163.26| 285.00000 258.49| 500.00000 453.50 FERTILIZER | | | 0004 621-06553 190.000 kg | 3.00000 570.00| 3.35000 636.50| 5.00000 950.00 SEED MIXTURE, R | | | 0005 621-06565 4.500 Mg | 300.00000 1350.00| 120.00000 540.00| 300.00000 1350.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 11,783.26| $ 14,841.41| $ 15,503.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,783.26| $ 14,841.41| $ 15,503.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 154 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 59,304.44 ROUTE : 66 CALL ORDER : 154 CONTRACT ID : R -25706-A COUNTIES : WARRICK LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 006700U SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 37,321.50 100.0000% 2 35-1874009 HAUER EXCAVATING $ 41,967.03 112.4473% 3 35-1595689 ONYX PAVING COMPANY, INC. $ 84,792.26 227.1941% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1874009 |(3) 35-1595689 |YARDBERRY LANDSCAPE |HAUER EXCAVATING |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 10000.00000 10000.00| 17113.00000 17113.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0002 202-03000 LUMP| 20000.00000 20000.00| 19890.00000 19890.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 202-03135 20.440 m2 | 75.00000 1533.00| 110.08000 2250.04| 2200.00000 44968.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 621-01004 1.000 EACH| 700.00000 700.00| 600.00000 600.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 1.357 Mg | 500.00000 678.50| 285.00000 386.74| 180.00000 244.26 FERTILIZER | | | 0006 621-06553 285.000 kg | 6.00000 1710.00| 3.10000 883.50| 3.00000 855.00 SEED MIXTURE, R | | | 0007 621-06565 6.750 Mg | 400.00000 2700.00| 125.00000 843.75| 300.00000 2025.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 37,321.50| $ 41,967.03| $ 84,792.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 37,321.50| $ 41,967.03| $ 84,792.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/14/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B149021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,761,965.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,846,150.00 104.7779% 3 31-4351261 SHELLY & SANDS, INC. $ 2,080,069.28 118.0539% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 2,160,314.10 122.6082% 5 35-1139301 E & B PAVING, INC. $ 2,597,129.30 147.3995% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 1900.00000 19000.00| 1900.00000 19000.00| 1500.00000 15000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6315.60000 6315.60| 7000.00000 7000.00| 7100.00000 7100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 87000.00000 87000.00| 46587.53000 46587.53| 40100.00000 40100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15800.00000 15800.00| 1800.00000 1800.00| 15600.00000 15600.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 179361.000 m2 | 0.50000 89680.50| 0.55000 98648.55| 1.30000 233169.30 SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 1959.94000 1959.94| 1980.00000 1980.00| 2000.00000 2000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02080 0.198 km | 16090.76000 3185.97| 9000.00000 1782.00| 18600.00000 3682.80 LINEAR GRADING | | | 0008 205-02224 199.000 m | 5.84000 1162.16| 7.15000 1422.85| 7.20000 1432.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02237 1.000 EACH| 68.42000 68.42| 95.00000 95.00| 96.00000 96.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0010 211-02060 7.920 m3 | 23.33000 184.77| 45.00000 356.40| 65.00000 514.80 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 158.200 Mg | 27.00000 4271.40| 23.00000 3638.60| 31.00000 4904.20 COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 1308.000 Mg | 60.00000 78480.00| 61.00000 79788.00| 44.00000 57552.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 305-05731 298.150 Mg | 47.00000 14013.05| 70.00000 20870.50| 74.00000 22063.10 WIDENING WITH QC/QA HMA | | | 0014 401-05455 66.800 Mg | 65.00000 4342.00| 43.00000 2872.40| 54.00000 3607.20 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-06962 19873.200 Mg | 53.00000 1053279.60| 60.00000 1192392.00| 61.50000 1222201.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE, SMA | | | 0016 405-05517 0.700 Mg | 447.56000 313.29| 685.00000 479.50| 190.00000 133.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 49.110 Mg | 180.00000 8839.80| 200.00000 9822.00| 185.00000 9085.35 ASPHALT FOR TACK COAT | | | 0018 604-06069 13.500 m2 | 229.97000 3104.60| 70.00000 945.00| 86.00000 1161.00 CURB RAMP, CONCRETE | | | 0019 604-06070 305.900 m2 | 63.16000 19320.64| 35.00000 10706.50| 37.00000 11318.30 SIDEWALK, CONCRETE | | | 0020 605-06140 210.400 m | 59.86000 12594.54| 65.00000 13676.00| 68.25000 14359.80 CURB AND GUTTER, CONCRETE | | | 0021 605-06250 7.200 m2 | 258.26000 1859.47| 145.00000 1044.00| 139.00000 1000.80 CENTER CURB, C, CONCRETE | | | 0022 617-04488 445.000 m2 | 5.00000 2225.00| 4.00000 1780.00| 1.10000 489.50 GEOGRID, SUBGRADE | | | 0023 621-06575 412.000 m2 | 5.26000 2167.12| 5.70000 2348.40| 5.70000 2348.40 SODDING, NURSERY | | | 0024 715-05048 998.000 m | 12.00000 11976.00| 9.00000 8982.00| 40.00000 39920.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0025 715-05118 3.600 m | 317.03000 1141.31| 215.00000 774.00| 210.00000 756.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0026 715-44240 0.200 m3 | 1709.90000 341.98| 1000.00000 200.00| 1600.00000 320.00 CONCRETE, A, STRUCTURES | | | 0027 718-52610 198.500 m3 | 30.00000 5955.00| 31.00000 6153.50| 79.00000 15681.50 AGGREGATE FOR UNDERDRAINS | | | 0028 718-99153 2.000 m2 | 100.00000 200.00| 2.10000 4.20| 1.10000 2.20 GEOTEXTILES FOR UNDERDRAIN | | | 0029 720-44000 61.000 EACH| 300.00000 18300.00| 320.00000 19520.00| 375.00000 22875.00 CASTING, ADJUST TO GRADE | | | 0030 720-45045 1.000 EACH| 1902.41000 1902.41| 1400.00000 1400.00| 1200.00000 1200.00 INLET, J10 | | | 0031 720-60220 1.000 m | 1978.65000 1978.65| 1000.00000 1000.00| 825.00000 825.00 RECONSTRUCTED STRUCTURE | | | 0032 801-03290 2.000 EACH| 105.26000 210.52| 105.00000 210.00| 214.00000 428.00 CONSTRUCTION SIGN, C | | | 0033 801-06640 106.000 EACH| 104.21000 11046.26| 105.00000 11130.00| 106.00000 11236.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06645 4.000 EACH| 21.05000 84.20| 21.00000 84.00| 22.00000 88.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP| 52000.31000 52000.31| 50000.00000 50000.00| 86100.00000 86100.00 MAINTAINING TRAFFIC | | | 0036 802-76025 14.580 m2 | 168.42000 2455.56| 188.00000 2741.04| 190.00000 2770.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0037 802-76035 8.080 m2 | 189.47000 1530.92| 190.00000 1535.20| 195.00000 1575.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0038 805-01479 1.000 EACH| 705.24000 705.24| 710.00000 710.00| 715.00000 715.00 CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0039 805-02087 LUMP| 454.72000 454.72| 450.00000 450.00| 465.00000 465.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0040 805-02327 4.000 EACH| 189.47000 757.88| 190.00000 760.00| 195.00000 780.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0041 805-02438 9.000 EACH| 314.73000 2832.57| 315.00000 2835.00| 319.25000 2873.25 COMMUNICATION TELEMETRY INTERCONNECT | | | INTERFACE PANEL | | | 0042 805-02445 1.000 EACH| 5707.20000 5707.20| 5760.00000 5760.00| 5800.00000 5800.00 CONTROLLER CABINET, P1 | | | 0043 805-03793 1.000 EACH| 2453.61000 2453.61| 2470.00000 2470.00| 2500.00000 2500.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0044 805-03978 1.000 EACH| 468.41000 468.41| 470.00000 470.00| 475.00000 475.00 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0045 805-03979 7.000 EACH| 694.72000 4863.04| 700.00000 4900.00| 705.00000 4935.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0046 805-03980 22.000 EACH| 115.79000 2547.38| 115.00000 2530.00| 118.00000 2596.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0047 805-03982 10.000 EACH| 239.99000 2399.90| 240.00000 2400.00| 243.44000 2434.40 SYSTEM CHASSIS | | | 0048 805-03983 10.000 EACH| 2894.65000 28946.50| 2920.00000 29200.00| 2950.00000 29500.00 PHASE SELECTORS | | | 0049 805-04974 9.000 EACH| 3149.38000 28344.42| 3180.00000 28620.00| 3200.00000 28800.00 SIGNAL CONTROLLER | | | 0050 805-04982 700.000 m | 2.93000 2051.00| 2.95000 2065.00| 3.00000 2100.00 CABLE , SIGNAL, 3C 20 GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 805-05860 4.000 EACH| 524.20000 2096.80| 525.00000 2100.00| 530.00000 2120.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, ONE DIRECTION | | | 0052 805-05871 10.000 EACH| 694.72000 6947.20| 700.00000 7000.00| 705.00000 7050.00 EMERGENCY VEHICLE LIGHT DETECTOR | | | 0053 805-06592 30.000 m | 79.58000 2387.40| 80.00000 2400.00| 81.00000 2430.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0054 805-78205 22.000 EACH| 342.10000 7526.20| 340.00000 7480.00| 350.00000 7700.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0055 805-78215 11.000 EACH| 349.46000 3844.06| 350.00000 3850.00| 355.00000 3905.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0056 805-78230 6.000 EACH| 621.03000 3726.18| 625.00000 3750.00| 630.00000 3780.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0057 805-78470 4792.000 m | 1.05000 5031.60| 1.05000 5031.60| 1.10000 5271.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78480 700.000 m | 2.56000 1792.00| 2.55000 1785.00| 2.59000 1813.00 SIGNAL CABLE, 3C 14GA. | | | 0059 805-78485 91.000 m | 3.35000 304.85| 3.35000 304.85| 3.40000 309.40 SIGNAL CABLE, 5C 14GA. | | | 0060 805-78490 313.000 m | 3.63000 1136.19| 3.60000 1126.80| 3.70000 1158.10 SIGNAL CABLE, 7C 14GA. | | | 0061 805-78510 160.000 m | 5.26000 841.60| 5.30000 848.00| 5.50000 880.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0062 805-78784 1.000 EACH| 315.78000 315.78| 315.00000 315.00| 320.00000 320.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0063 805-78785 8.000 EACH| 444.20000 3553.60| 445.00000 3560.00| 450.00000 3600.00 SIGNAL DETECTOR HOUSING | | | 0064 805-78795 2301.700 m | 17.26000 39727.34| 17.40000 40049.58| 17.50000 40279.75 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0065 808-01045 47.600 m | 1.05000 49.98| 1.05000 49.98| 1.10000 52.36 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0066 808-03115 4.000 EACH| 55.79000 223.16| 56.35000 225.40| 56.59000 226.36 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 1.2 m (XNG) | | | 0067 808-03439 51.000 m | 8.68000 442.68| 8.80000 448.80| 8.81000 449.31 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 808-06609 4.000 EACH| 55.79000 223.16| 56.30000 225.20| 56.59000 226.36 PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | | WORD(PED) | | | 0069 808-06701 4105.250 m | 0.76000 3119.99| 0.76000 3119.99| 0.77000 3161.04 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0070 808-06703 6062.000 m | 0.76000 4607.12| 0.76000 4607.12| 0.77000 4667.74 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06705 113.000 m | 3.68000 415.84| 3.70000 418.10| 3.74000 422.62 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0072 808-75245 14853.000 m | 0.76000 11288.28| 0.76000 11288.28| 0.77000 11436.81 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0073 808-75297 648.800 m | 8.68000 5631.58| 8.75000 5677.00| 8.81000 5715.93 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0074 808-75300 1177.500 m | 2.21000 2602.28| 2.22000 2614.05| 2.24000 2637.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0075 808-75320 152.000 EACH| 42.10000 6399.20| 42.50000 6460.00| 42.71000 6491.92 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 124.000 EACH| 52.63000 6526.12| 53.00000 6572.00| 53.39000 6620.36 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75996 148.000 EACH| 16.84000 2492.32| 6.00000 888.00| 17.08000 2527.84 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 843.000 EACH| 21.05000 17745.15| 21.20000 17871.60| 21.35000 17998.05 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-98796 137.600 m | 1.05000 144.48| 1.05000 144.48| 1.07000 147.23 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 1,761,965.00| $ 1,846,150.00| $ 2,080,069.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,761,965.00| $ 1,846,150.00| $ 2,080,069.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 2008.63000 20086.30| 2500.00000 25000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6839.05000 6839.05| 17550.00000 17550.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105000.00000 105000.00| 129000.00000 129000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5394.51000 5394.51| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 179361.000 m2 | 0.94000 168599.34| 1.40000 251105.40| SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 4270.28000 4270.28| 1862.00000 1862.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02080 0.198 km | 61560.15000 12188.91| 142573.11000 28229.48| LINEAR GRADING | | | 0008 205-02224 199.000 m | 5.86000 1166.14| 6.75000 1343.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02237 1.000 EACH| 89.71000 89.71| 90.00000 90.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0010 211-02060 7.920 m3 | 25.36000 200.85| 60.17000 476.55| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 158.200 Mg | 26.82000 4242.92| 28.25000 4469.15| COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 1308.000 Mg | 76.35000 99865.80| 90.00000 117720.00| HMA FOR PATCHING | | | 0013 305-05731 298.150 Mg | 56.17000 16747.09| 59.00000 17590.85| WIDENING WITH QC/QA HMA | | | 0014 401-05455 66.800 Mg | 71.87000 4800.92| 75.00000 5010.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-06962 19873.200 Mg | 64.83000 1288379.56| 60.00000 1192392.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE, SMA | | | 0016 405-05517 0.700 Mg | 225.00000 157.50| 500.00000 350.00| ASPHALT FOR PRIME COAT | | | 0017 406-05520 49.110 Mg | 180.00000 8839.80| 200.00000 9822.00| ASPHALT FOR TACK COAT | | | 0018 604-06069 13.500 m2 | 62.53000 844.16| 80.00000 1080.00| CURB RAMP, CONCRETE | | | 0019 604-06070 305.900 m2 | 32.88000 10057.99| 34.47000 10544.37| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 605-06140 210.400 m | 60.58000 12746.03| 70.00000 14728.00| CURB AND GUTTER, CONCRETE | | | 0021 605-06250 7.200 m2 | 145.64000 1048.61| 130.00000 936.00| CENTER CURB, C, CONCRETE | | | 0022 617-04488 445.000 m2 | 4.39000 1953.55| 1.00000 445.00| GEOGRID, SUBGRADE | | | 0023 621-06575 412.000 m2 | 11.62000 4787.44| 5.35000 2204.20| SODDING, NURSERY | | | 0024 715-05048 998.000 m | 9.18000 9161.64| 37.33000 37255.34| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0025 715-05118 3.600 m | 563.09000 2027.12| 194.44000 699.98| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0026 715-44240 0.200 m3 | 1553.65000 310.73| 1481.17000 296.23| CONCRETE, A, STRUCTURES | | | 0027 718-52610 198.500 m3 | 31.66000 6284.51| 73.94000 14677.09| AGGREGATE FOR UNDERDRAINS | | | 0028 718-99153 2.000 m2 | 2.11000 4.22| 1.00000 2.00| GEOTEXTILES FOR UNDERDRAIN | | | 0029 720-44000 61.000 EACH| 325.05000 19828.05| 1200.00000 73200.00| CASTING, ADJUST TO GRADE | | | 0030 720-45045 1.000 EACH| 1299.62000 1299.62| 1106.99000 1106.99| INLET, J10 | | | 0031 720-60220 1.000 m | 744.11000 744.11| 773.25000 773.25| RECONSTRUCTED STRUCTURE | | | 0032 801-03290 2.000 EACH| 105.54000 211.08| 99.00000 198.00| CONSTRUCTION SIGN, C | | | 0033 801-06640 106.000 EACH| 104.48000 11074.88| 100.00000 10600.00| CONSTRUCTION SIGN, A | | | 0034 801-06645 4.000 EACH| 21.11000 84.44| 19.00000 76.00| CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP| 85350.29000 85350.29| 340000.00000 340000.00| MAINTAINING TRAFFIC | | | 0036 802-76025 14.580 m2 | 308.46000 4497.35| 177.00000 2580.66| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0037 802-76035 8.080 m2 | 337.88000 2730.07| 180.00000 1454.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0038 805-01479 1.000 EACH| 784.18000 784.18| 670.00000 670.00| CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 805-02087 LUMP| 1830.11000 1830.11| 432.00000 432.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0040 805-02327 4.000 EACH| 228.27000 913.08| 180.00000 720.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0041 805-02438 9.000 EACH| 261.32000 2351.88| 299.00000 2691.00| COMMUNICATION TELEMETRY INTERCONNECT | | | INTERFACE PANEL | | | 0042 805-02445 1.000 EACH| 12389.70000 12389.70| 5422.00000 5422.00| CONTROLLER CABINET, P1 | | | 0043 805-03793 1.000 EACH| 2779.07000 2779.07| 2331.00000 2331.00| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0044 805-03978 1.000 EACH| 728.76000 728.76| 445.00000 445.00| EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0045 805-03979 7.000 EACH| 977.20000 6840.40| 660.00000 4620.00| EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0046 805-03980 22.000 EACH| 193.98000 4267.56| 110.00000 2420.00| EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0047 805-03982 10.000 EACH| 156.73000 1567.30| 228.00000 2280.00| SYSTEM CHASSIS | | | 0048 805-03983 10.000 EACH| 3163.64000 31636.40| 2750.00000 27500.00| PHASE SELECTORS | | | 0049 805-04974 9.000 EACH| 3522.96000 31706.64| 2992.00000 26928.00| SIGNAL CONTROLLER | | | 0050 805-04982 700.000 m | 2.56000 1792.00| 2.78000 1946.00| CABLE , SIGNAL, 3C 20 GA. | | | 0051 805-05860 4.000 EACH| 786.81000 3147.24| 498.00000 1992.00| EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, ONE DIRECTION | | | 0052 805-05871 10.000 EACH| 977.20000 9772.00| 660.00000 6600.00| EMERGENCY VEHICLE LIGHT DETECTOR | | | 0053 805-06592 30.000 m | 32.53000 975.90| 75.60000 2268.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0054 805-78205 22.000 EACH| 388.43000 8545.46| 325.00000 7150.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0055 805-78215 11.000 EACH| 388.43000 4272.73| 332.00000 3652.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 805-78230 6.000 EACH| 646.21000 3877.26| 590.00000 3540.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0057 805-78470 4792.000 m | 1.15000 5510.80| 1.00000 4792.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78480 700.000 m | 2.66000 1862.00| 2.43000 1701.00| SIGNAL CABLE, 3C 14GA. | | | 0059 805-78485 91.000 m | 2.89000 262.99| 3.18000 289.38| SIGNAL CABLE, 5C 14GA. | | | 0060 805-78490 313.000 m | 3.24000 1014.12| 3.45000 1079.85| SIGNAL CABLE, 7C 14GA. | | | 0061 805-78510 160.000 m | 2.54000 406.40| 5.00000 800.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0062 805-78784 1.000 EACH| 201.45000 201.45| 300.00000 300.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0063 805-78785 8.000 EACH| 570.04000 4560.32| 422.00000 3376.00| SIGNAL DETECTOR HOUSING | | | 0064 805-78795 2301.700 m | 14.06000 32361.90| 25.00000 57542.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0065 808-01045 47.600 m | 1.06000 50.46| 1.00000 47.60| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0066 808-03115 4.000 EACH| 55.94000 223.76| 53.00000 212.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 1.2 m (XNG) | | | 0067 808-03439 51.000 m | 8.71000 444.21| 8.25000 420.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0068 808-06609 4.000 EACH| 55.94000 223.76| 53.00000 212.00| PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | | WORD(PED) | | | 0069 808-06701 4105.250 m | 0.76000 3119.99| 0.72000 2955.78| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0070 808-06703 6062.000 m | 0.76000 4607.12| 0.72000 4364.64| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06705 113.000 m | 3.69000 416.97| 3.50000 395.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0072 808-75245 14853.000 m | 0.76000 11288.28| 0.72000 10694.16| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,794,428.53 ROUTE : 82ND CALL ORDER : 160 CONTRACT ID : R -25723-A COUNTIES : MARION LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-75297 648.800 m | 8.71000 5651.05| 8.25000 5352.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0074 808-75300 1177.500 m | 2.22000 2614.05| 2.10000 2472.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0075 808-75320 152.000 EACH| 42.22000 6417.44| 40.00000 6080.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 124.000 EACH| 52.77000 6543.48| 50.00000 6200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75996 148.000 EACH| 16.89000 2499.72| 16.00000 2368.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 843.000 EACH| 21.11000 17795.73| 20.00000 16860.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-98796 137.600 m | 1.06000 145.86| 1.00000 137.60| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 2,160,314.10| $ 2,597,129.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,160,314.10| $ 2,597,129.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,378.56 ROUTE : CALL ORDER : 170 CONTRACT ID : R -25762-A COUNTIES : HENDRICKS LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9932030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,787,485.95 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 1,849,662.85 103.4784% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,904,533.50 106.5481% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1057871 |(3) 35-1381845 |RIETH RILEY CONSTRUCTION |SMOCK FANSLER CORPORATION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06790 14.000 MOS | 2460.00000 34440.00| 1200.00000 16800.00| 1500.00000 21000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 30300.00000 30300.00| 25000.00000 25000.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 89375.00000 89375.00| 50000.00000 50000.00| 94000.00000 94000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35750.00000 35750.00| 38000.00000 38000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-06542 5.000 EACH| 500.00000 2500.00| 300.00000 1500.00| 750.00000 3750.00 RELOCATE TREE | | | 0006 203-02000 6213.000 m3 | 16.15000 100339.95| 16.00000 99408.00| 15.00000 93195.00 EXCAVATION, COMMON | | | 0007 203-02070 200.000 m3 | 20.00000 4000.00| 30.00000 6000.00| 15.00000 3000.00 BORROW | | | 0008 205-02224 2000.000 m | 5.10000 10200.00| 4.00000 8000.00| 5.60000 11200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 100.000 m | 62.00000 6200.00| 25.00000 2500.00| 20.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 205-04931 4.000 EACH| 185.00000 740.00| 400.00000 1600.00| 100.00000 400.00 SEDIMENT TRAP | | | 0011 206-51220 720.000 m3 | 80.00000 57600.00| 120.00000 86400.00| 100.00000 72000.00 EXCAVATION, WET | | | 0012 206-51230 21.000 m3 | 45.50000 955.50| 100.00000 2100.00| 50.00000 1050.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 210-03827 1.000 EACH| 3500.00000 3500.00| 3800.00000 3800.00| 4000.00000 4000.00 FOUNTAIN, DRINKING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,378.56 ROUTE : CALL ORDER : 170 CONTRACT ID : R -25762-A COUNTIES : HENDRICKS LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1057871 |(3) 35-1381845 |RIETH RILEY CONSTRUCTION |SMOCK FANSLER CORPORATION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-04181 7.000 EACH| 290.00000 2030.00| 300.00000 2100.00| 200.00000 1400.00 BICYCLE RACK | | | 0015 210-05811 1.000 EACH| 2200.00000 2200.00| 3000.00000 3000.00| 1000.00000 1000.00 REPAIR , PIN SLEEVES | | | 0016 210-05811 1.000 EACH| 2200.00000 2200.00| 3000.00000 3000.00| 1000.00000 1000.00 REPAIR , TRUSS PINS | | | 0017 210-06988 3.000 EACH| 7890.00000 23670.00| 4500.00000 13500.00| 5000.00000 15000.00 MASONRY PIERS | | | 0018 210-06990 3.000 EACH| 1670.00000 5010.00| 2500.00000 7500.00| 7500.00000 22500.00 LIMESTONE BAND | | | 0019 211-02060 81.000 m3 | 38.90000 3150.90| 35.00000 2835.00| 25.00000 2025.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 3120.000 Mg | 14.75000 46020.00| 18.00000 56160.00| 21.50000 67080.00 COMPACTED AGGREGATE, O, 53 | | | 0021 303-97820 2274.000 Mg | 20.00000 45480.00| 16.00000 36384.00| 18.00000 40932.00 AGGREGATE, 8 , COMPACTED | | | 0022 402-05474 1395.000 Mg | 39.25000 54753.75| 44.00000 61380.00| 47.00000 65565.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 670.000 Mg | 47.00000 31490.00| 53.00000 35510.00| 53.00000 35510.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 601-03667 102.100 m | 355.00000 36245.50| 823.00000 84028.30| 805.00000 82190.50 RAILING, ORNAMENTAL | | | 0025 601-03871 10.000 EACH| 1275.00000 12750.00| 1020.00000 10200.00| 1115.00000 11150.00 RAILING, WOOD, END TREATMENT | | | 0026 601-03970 145.000 m | 71.00000 10295.00| 96.00000 13920.00| 105.00000 15225.00 RAILING, WOOD, 1.372 m | | | 0027 603-03692 360.000 m | 68.90000 24804.00| 75.00000 27000.00| 81.60000 29376.00 FENCE, WOOD | | | 0028 604-91531 61.000 m2 | 52.45000 3199.45| 40.00000 2440.00| 48.00000 2928.00 SIDEWALK, CONCRETE, 100 mm | | | 0029 611-03671 4.000 EACH| 1115.00000 4460.00| 730.00000 2920.00| 1000.00000 4000.00 TRASH RECEPTACLE | | | 0030 611-05330 410.000 m2 | 48.70000 19967.00| 59.00000 24190.00| 72.00000 29520.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 616-02320 1550.000 m2 | 2.65000 4107.50| 3.00000 4650.00| 3.60000 5580.00 GEOTEXTILES | | | 0032 616-05688 1940.000 Mg | 26.70000 51798.00| 25.00000 48500.00| 25.00000 48500.00 RIPRAP, CLASS 1 | | | 0033 616-06405 50.000 Mg | 30.00000 1500.00| 22.00000 1100.00| 30.00000 1500.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,378.56 ROUTE : CALL ORDER : 170 CONTRACT ID : R -25762-A COUNTIES : HENDRICKS LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1057871 |(3) 35-1381845 |RIETH RILEY CONSTRUCTION |SMOCK FANSLER CORPORATION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 619-05926 LUMP| 3300.00000 3300.00| 5000.00000 5000.00| 3650.00000 3650.00 ENVIRONMENTAL CONTROL | | | 0035 619-51859 LUMP| 47500.00000 47500.00| 45000.00000 45000.00| 51300.00000 51300.00 PAINT STEEL BRIDGE , FRIENDSHIP GARDENS | | | 0036 619-61000 LUMP| 38000.00000 38000.00| 36000.00000 36000.00| 41000.00000 41000.00 CLEAN STEEL BRIDGE , FRIENDSHIP GARDENS | | | 0037 621-01004 3.000 EACH| 290.00000 870.00| 300.00000 900.00| 315.00000 945.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 2950.000 m2 | 2.25000 6637.50| 2.25000 6637.50| 2.45000 7227.50 EROSION CONTROL BLANKET | | | 0039 621-03423 0.149 ha | 9100.00000 1355.90| 9650.00000 1437.85| 10500.00000 1564.50 NATIVE GRASSES | | | 0040 621-04258 338.000 kg | 42.15000 14246.70| 42.00000 14196.00| 46.00000 15548.00 SEED MIXTURE , A | | | 0041 621-04258 277.000 kg | 68.10000 18863.70| 68.00000 18836.00| 74.00000 20498.00 SEED MIXTURE , B | | | 0042 621-04316 201.000 m | 9.10000 1829.10| 6.00000 1206.00| 6.00000 1206.00 SPADE EDGE | | | 0043 621-06570 300.000 m3 | 49.00000 14700.00| 30.00000 9000.00| 30.00000 9000.00 TOP SOIL | | | 0044 621-98038 16.400 m3 | 340.00000 5576.00| 338.00000 5543.20| 370.00000 6068.00 MULCH, HARDWOOD SHREDDED BARK | | | 0045 622-05641 78.000 EACH| 91.50000 7137.00| 86.00000 6708.00| 94.00000 7332.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0046 622-05650 27.000 EACH| 360.00000 9720.00| 346.00000 9342.00| 378.00000 10206.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0047 622-05651 23.000 EACH| 560.00000 12880.00| 543.00000 12489.00| 595.00000 13685.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0048 622-05653 321.000 EACH| 13.50000 4333.50| 17.00000 5457.00| 17.80000 5713.80 PLANT, GROUND COVER | | | 0049 622-05654 376.000 EACH| 11.50000 4324.00| 14.00000 5264.00| 14.40000 5414.40 PLANT, PERENNIAL | | | 0050 701-96089 172.000 m | 167.00000 28724.00| 112.00000 19264.00| 110.00000 18920.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0051 701-99086 16.000 EACH| 145.00000 2320.00| 200.00000 3200.00| 170.00000 2720.00 PILE TIP, STEEL SHELL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,378.56 ROUTE : CALL ORDER : 170 CONTRACT ID : R -25762-A COUNTIES : HENDRICKS LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1057871 |(3) 35-1381845 |RIETH RILEY CONSTRUCTION |SMOCK FANSLER CORPORATION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 702-51005 33.900 m3 | 1000.00000 33900.00| 800.00000 27120.00| 500.00000 16950.00 CONCRETE, A, SUBSTRUCTURE | | | 0053 702-51863 8.000 EACH| 40.00000 320.00| 15.00000 120.00| 50.00000 400.00 FIELD DRILLED HOLE IN CONCRETE | | | 0054 703-51030 1989.000 kg | 1.50000 2983.50| 2.00000 3978.00| 1.60000 3182.40 REINFORCING STEEL | | | 0055 711-04845 LUMP| 170000.00000 170000.00| 181000.00000 181000.00| 175000.00000 175000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | PRE-FABRICATED | | | 0056 711-51035 16802.000 kg | 2.35000 39484.70| 2.50000 42005.00| 6.00000 100812.00 STRUCTURAL STEEL | | | 0057 711-51038 LUMP| 262000.00000 262000.00| 300000.00000 300000.00| 230000.00000 230000.00 STRUCTURAL STEEL , RESTORATION OF | | | HISTORIC TRUSS | | | 0058 712-03812 1.000 EACH| 16000.00000 16000.00| 1600.00000 1600.00| 12600.00000 12600.00 BENCH | | | 0059 712-94080 258.000 m2 | 112.00000 28896.00| 177.00000 45666.00| 100.00000 25800.00 TIMBER DECK | | | 0060 714-01366 22.000 m | 1850.00000 40700.00| 2210.00000 48620.00| 2000.00000 44000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0061 714-93978 10.000 m | 1150.00000 11500.00| 1600.00000 16000.00| 960.00000 9600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0062 715-05048 71.000 m | 19.00000 1349.00| 20.00000 1420.00| 35.00000 2485.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05118 22.000 m | 60.00000 1320.00| 64.00000 1408.00| 80.00000 1760.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0064 715-05123 7.000 m | 165.00000 1155.00| 100.00000 700.00| 150.00000 1050.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0065 715-05407 36.800 m | 24.50000 901.60| 20.00000 736.00| 35.00000 1288.00 PIPE, END BENT DRAIN, 150 mm | | | 0066 724-03855 8.600 m | 385.00000 3311.00| 250.00000 2150.00| 150.00000 1290.00 EXPANSION JOINT, SLIDING PLATE | | | 0067 725-03133 365.000 m2 | 200.00000 73000.00| 161.00000 58765.00| 200.00000 73000.00 CONCRETE FACING | | | 0068 726-92406 2.000 EACH| 700.00000 1400.00| 2000.00000 4000.00| 1800.00000 3600.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0069 726-97941 2.000 EACH| 1100.00000 2200.00| 2000.00000 4000.00| 2800.00000 5600.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0070 728-98377 LUMP| 2200.00000 2200.00| 3000.00000 3000.00| 2530.00000 2530.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,378.56 ROUTE : CALL ORDER : 170 CONTRACT ID : R -25762-A COUNTIES : HENDRICKS LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1057871 |(3) 35-1381845 |RIETH RILEY CONSTRUCTION |SMOCK FANSLER CORPORATION |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 731-03914 268.000 m2 | 73.00000 19564.00| 83.00000 22244.00| 83.00000 22244.00 FACE PANEL, WIRE | | | 0072 731-93946 365.000 m2 | 70.00000 25550.00| 50.00000 18250.00| 60.00000 21900.00 WALL ERECTION | | | 0073 731-93947 71.000 m | 240.00000 17040.00| 633.00000 44943.00| 100.00000 7100.00 LEVELING PAD, CONCRETE | | | 0074 732-96629 50.000 m | 26.60000 1330.00| 99.00000 4950.00| 75.00000 3750.00 WATER LINE, 25 mm | | | 0075 801-06775 LUMP| 4130.00000 4130.00| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0076 802-04314 3.000 EACH| 765.00000 2295.00| 900.00000 2700.00| 975.00000 2925.00 SIGN , DIRECTIONAL | | | 0077 802-04314 6.000 EACH| 625.00000 3750.00| 300.00000 1800.00| 250.00000 1500.00 SIGN , IDENTITY, POST AND PANEL | | | 0078 802-04314 4.000 EACH| 510.00000 2040.00| 220.00000 880.00| 250.00000 1000.00 SIGN , INDENTITY, PANEL | | | 0079 802-04314 11.000 EACH| 675.00000 7425.00| 750.00000 8250.00| 870.00000 9570.00 SIGN , INFORMATION | | | 0080 802-04314 9.000 EACH| 565.00000 5085.00| 220.00000 1980.00| 250.00000 2250.00 SIGN , MILE MARKER | | | 0081 802-04314 37.000 EACH| 515.00000 19055.00| 200.00000 7400.00| 205.00000 7585.00 SIGN , TRAIL | | | 0082 808-03439 20.000 m | 10.80000 216.00| 11.00000 220.00| 12.30000 246.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0083 808-06713 8610.000 m | 0.17000 1463.70| 0.20000 1722.00| 0.19000 1635.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-75072 22.000 m | 5.25000 115.50| 6.00000 132.00| 6.00000 132.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0085 900-04999 27.000 EACH| 91.00000 2457.00| 74.00000 1998.00| 80.50000 2173.50 POST , WOOD | | | SECTION TOTALS | $ 1,787,485.95| $ 1,849,662.85| $ 1,904,533.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,787,485.95| $ 1,849,662.85| $ 1,904,533.50 ====================================================================================================================================