INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,331,950.48 ROUTE : SR 23 CALL ORDER : 111 CONTRACT ID : R -24741-A COUNTIES : ST. JOSEPH LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1591008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 792,748.67 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 907,352.09 114.4564% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,058,704.34 133.5485% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 9.000 MOS | 1450.00000 13050.00| 1200.00000 10800.00| 1664.25000 14978.25 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| 18112.60000 18112.60 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39500.00000 39500.00| 46000.00000 46000.00| 52935.21000 52935.21 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 12000.00000 12000.00| 24941.48000 24941.48 CLEARING RIGHT OF WAY | | | 0005 202-02240 6768.000 m2 | 4.00000 27072.00| 6.00000 40608.00| 9.76000 66055.68 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 25000.00000 25000.00| 52205.86000 52205.86| 52205.86000 52205.86 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60821 216.000 m2 | 5.00000 1080.00| 8.00000 1728.00| 8.24000 1779.84 SURFACE MILLING, BITUMINOUS | | | 0008 203-02000 7960.000 m3 | 7.25000 57710.00| 15.50000 123380.00| 14.26000 113509.60 EXCAVATION, COMMON | | | 0009 203-02070 15530.000 m3 | 6.25000 97062.50| 7.20000 111816.00| 10.21000 158561.30 BORROW | | | 0010 205-02224 1132.000 m | 5.25000 5943.00| 5.25000 5943.00| 5.25000 5943.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 12.000 m | 19.80000 237.60| 19.80000 237.60| 19.80000 237.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02231 4.000 m | 350.00000 1400.00| 125.00000 500.00| 128.91000 515.64 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 5.000 EACH| 60.00000 300.00| 60.00000 300.00| 60.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,331,950.48 ROUTE : SR 23 CALL ORDER : 111 CONTRACT ID : R -24741-A COUNTIES : ST. JOSEPH LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 3.000 EACH| 60.00000 180.00| 60.00000 180.00| 60.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 23.100 m3 | 8.00000 184.80| 16.00000 369.60| 17.65000 407.72 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 3972.400 Mg | 16.00000 63558.40| 15.00000 59586.00| 17.72000 70390.93 COMPACTED AGGREGATE, O, 53 | | | 0017 303-60905 101.500 Mg | 35.00000 3552.50| 15.00000 1522.50| 21.94000 2226.91 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0018 402-05468 2354.500 Mg | 35.00000 82407.50| 30.00000 70635.00| 29.19000 68727.86 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05470 994.000 Mg | 20.00000 19880.00| 30.00000 29820.00| 28.00000 27832.00 HMA BASE C25.0 mm, MAINLINE | | | 0020 402-05474 2072.800 Mg | 35.00000 72548.00| 32.00000 66329.60| 32.00000 66329.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 828.800 Mg | 45.00000 37296.00| 35.00000 29008.00| 35.00000 29008.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 483.000 Mg | 35.00000 16905.00| 30.00000 14490.00| 30.11000 14543.13 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05510 3628.100 m2 | 1.50000 5442.15| 1.00000 3628.10| 1.00000 3628.10 SEAL COAT, 1 | | | 0024 404-05514 541.300 m2 | 5.50000 2977.15| 3.00000 1623.90| 1.00000 541.30 SEAL COAT, 5 | | | 0025 405-05517 12.100 Mg | 1.00000 12.10| 280.00000 3388.00| 500.00000 6050.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 8.800 Mg | 1.00000 8.80| 240.00000 2112.00| 240.00000 2112.00 ASPHALT FOR TACK COAT | | | 0027 601-04746 4.000 EACH| 5225.00000 20900.00| 5225.00000 20900.00| 5225.00000 20900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 602-06646 775.000 m | 30.00000 23250.00| 44.91000 34805.25| 44.91000 34805.25 TEMPORARY CONCRETE BARRIER | | | 0029 610-05527 542.100 Mg | 50.00000 27105.00| 42.00000 22768.20| 76.21000 41313.44 HMA FOR APPROACHES | | | 0030 611-95728 122.400 m2 | 2.50000 306.00| 24.00000 2937.60| 40.35000 4938.84 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0031 615-06490 30.000 EACH| 116.00000 3480.00| 116.00000 3480.00| 116.00000 3480.00 RIGHT OF WAY MARKER | | | 0032 616-02320 133.000 m2 | 12.00000 1596.00| 1.50000 199.50| 2.73000 363.09 GEOTEXTILES | | | 0033 616-06405 174.900 Mg | 30.00000 5247.00| 22.00000 3847.80| 33.30000 5824.17 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,331,950.48 ROUTE : SR 23 CALL ORDER : 111 CONTRACT ID : R -24741-A COUNTIES : ST. JOSEPH LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 1.350 Mg | 643.00000 868.05| 643.00000 868.05| 643.00000 868.05 FERTILIZER | | | 0036 621-06548 8.300 kg | 49.60000 411.68| 49.60000 411.68| 49.60000 411.68 SEED MIXTURE, CV | | | 0037 621-06553 285.700 kg | 6.77000 1934.19| 6.77000 1934.19| 44.54000 12725.08 SEED MIXTURE, R | | | 0038 621-06565 6.800 Mg | 491.00000 3338.80| 491.00000 3338.80| 491.00000 3338.80 MULCHING MATERIAL | | | 0039 621-06567 5.100 kL | 0.55000 2.81| 0.55000 2.81| 0.55000 2.81 WATER | | | 0040 621-06575 255.000 m2 | 9.26000 2361.30| 9.26000 2361.30| 10.70000 2728.50 SODDING, NURSERY | | | 0041 702-90915 7.100 m3 | 290.00000 2059.00| 250.00000 1775.00| 1079.62000 7665.30 CONCRETE, A | | | 0042 715-05048 1312.000 m | 7.50000 9840.00| 9.85000 12923.20| 9.85000 12923.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 174.800 m | 21.50000 3758.20| 30.00000 5244.00| 30.00000 5244.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05169 154.600 m | 84.50000 13063.70| 100.00000 15460.00| 91.56000 14155.18 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46005 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 293.01000 2930.10 PIPE END SECTION, 375 mm | | | 0046 715-92630 21.000 m | 175.00000 3675.00| 200.00000 4200.00| 437.62000 9190.02 PIPE, SLOTTED DRAIN, 375 mm | | | 0047 718-06528 8.000 EACH| 675.00000 5400.00| 525.00000 4200.00| 525.00000 4200.00 OUTLET PROTECTOR, 1 | | | 0048 718-06529 2.000 EACH| 675.00000 1350.00| 500.00000 1000.00| 500.00000 1000.00 OUTLET PROTECTOR, 2 | | | 0049 718-06532 1000.000 m | 4.00000 4000.00| 3.50000 3500.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0050 718-52610 296.500 m3 | 30.00000 8895.00| 32.00000 9488.00| 32.00000 9488.00 AGGREGATE FOR UNDERDRAINS | | | 0051 720-45005 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 1190.02000 1190.02 INLET, A2 | | | 0052 720-45030 2.000 EACH| 1000.00000 2000.00| 1400.00000 2800.00| 1130.03000 2260.06 INLET, E7 | | | 0053 730-03475 2.000 EACH| 800.00000 1600.00| 350.00000 700.00| 467.01000 934.02 SAFETY METAL END SECTION, 4:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,331,950.48 ROUTE : SR 23 CALL ORDER : 111 CONTRACT ID : R -24741-A COUNTIES : ST. JOSEPH LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 730-26729 1.000 EACH| 3400.00000 3400.00| 3000.00000 3000.00| 4814.65000 4814.65 GRATED BOX END SECTION, II, 6:1, 375 mm | | | 0055 801-06203 2544.000 m | 0.49000 1246.56| 0.50000 1272.00| 2.46000 6258.24 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 4482.000 m | 2.46000 11025.72| 2.46000 11025.72| 2.46000 11025.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06605 4.000 EACH| 67.00000 268.00| 67.00000 268.00| 67.00000 268.00 BARRICADE, IIIA | | | 0058 801-06640 18.000 EACH| 69.00000 1242.00| 69.00000 1242.00| 69.00000 1242.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 16000.00000 16000.00| 22500.00000 22500.00| 17440.79000 17440.79 MAINTAINING TRAFFIC | | | 0060 802-02489 30.620 m | 23.90000 731.82| 23.90000 731.82| 32.00000 979.84 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0061 802-76025 2.690 m2 | 141.00000 379.29| 141.00000 379.29| 195.00000 524.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 802-76035 2.430 m2 | 149.00000 362.07| 149.00000 362.07| 205.00000 498.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0063 808-06703 1331.000 m | 1.18000 1570.58| 0.85000 1131.35| 1.18000 1570.58 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0064 808-75245 1868.000 m | 1.18000 2204.24| 0.85000 1587.80| 1.18000 2204.24 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75297 30.000 m | 10.70000 321.00| 11.50000 345.00| 10.70000 321.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0066 808-75996 26.000 EACH| 14.16000 368.16| 4.00000 104.00| 9.36000 243.36 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 26.000 EACH| 80.00000 2080.00| 40.25000 1046.50| 80.00000 2080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 792,748.67| $ 907,352.09| $ 1,058,704.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 792,748.67| $ 907,352.09| $ 1,058,704.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 200 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : H102001 H102001 H102001 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 5,894,999.70 100.0000% 2 35-1139301 E & B PAVING, INC. $ 7,391,972.40 125.3939% 3 35-0997978 PHEND & BROWN, INC. $ 7,513,516.01 127.4557% ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, MODERNIZATION | | | 0001 105-01925 20.000 MOS | 1200.00000 24000.00| 1625.00000 32500.00| 1300.00000 26000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 125000.00000 125000.00| 107000.00000 107000.00| 169700.00000 169700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 250000.00000 250000.00| 385000.00000 385000.00| 375825.00000 375825.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 125000.00000 125000.00| 121343.00000 121343.00| 187910.00000 187910.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 864.000 m2 | 5.00000 4320.00| 16.00000 13824.00| 14.50000 12528.00 PAVEMENT, REMOVE | | | 0007 202-02255 1.000 EACH| 1300.00000 1300.00| 300.00000 300.00| 785.00000 785.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| 1000.00000 1000.00 TREE, 760 mm, REMOVE | | | 0009 202-02278 1698.000 m | 6.00000 10188.00| 18.00000 30564.00| 24.00000 40752.00 CURB, CONCRETE, REMOVE | | | 0010 202-04089 8.000 EACH| 25.00000 200.00| 65.00000 520.00| 100.00000 800.00 SIGN, SHEET, REMOVE | | | 0011 202-60820 39484.000 m2 | 1.80000 71071.20| 1.60000 63174.40| 2.25000 88839.00 SURFACE MILLING, ASPHALT | | | 0012 202-78515 LUMP| 1575.00000 1575.00| 2250.00000 2250.00| 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-86946 2.000 EACH| 210.00000 420.00| 175.00000 350.00| 200.00000 400.00 HANDHOLE, REMOVE | | | 0014 202-90277 10.000 EACH| 210.00000 2100.00| 195.00000 1950.00| 200.00000 2000.00 DETECTOR HOUSING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-91385 23.000 EACH| 250.00000 5750.00| 305.00000 7015.00| 225.00000 5175.00 INLET, REMOVE | | | 0016 202-93047 3.000 EACH| 500.00000 1500.00| 408.00000 1224.00| 335.00000 1005.00 MANHOLE, REMOVE | | | 0017 202-93615 1527.000 m2 | 5.00000 7635.00| 9.00000 13743.00| 14.50000 22141.50 CONCRETE, REMOVE | | | 0018 203-02000 11813.000 m3 | 6.50000 76784.50| 19.00000 224447.00| 25.00000 295325.00 EXCAVATION, COMMON | | | 0019 205-06931 10.000 Mg | 45.00000 450.00| 31.00000 310.00| 73.00000 730.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 26.000 EACH| 50.00000 1300.00| 60.00000 1560.00| 60.00000 1560.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 1696.000 m | 5.20000 8819.20| 4.92000 8344.32| 5.00000 8480.00 TEMPORARY SILT FENCE | | | 0022 211-02060 15780.400 m3 | 18.00000 284047.20| 20.00000 315608.00| 20.00000 315608.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-04075 185.000 Mg | 20.00000 3700.00| 40.00000 7400.00| 18.00000 3330.00 COMPACTED AGGREGATE, O, 73 | | | 0024 303-52308 7134.000 Mg | 10.00000 71340.00| 15.00000 107010.00| 15.00000 107010.00 COMPACTED AGGREGATE, O, 53 | | | 0025 305-05204 1551.000 Mg | 60.00000 93060.00| 80.00000 124080.00| 86.00000 133386.00 HMA FOR PATCHING | | | 0026 401-05437 16640.000 Mg | 43.00000 715520.00| 42.33000 704371.20| 41.00000 682240.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05454 8608.000 Mg | 43.00000 370144.00| 44.59000 383830.72| 41.00000 352928.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0028 401-05455 157.000 Mg | 47.25000 7418.25| 74.28000 11661.96| 45.00000 7065.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 4038.000 Mg | 50.85000 205332.30| 54.97000 221968.86| 48.40000 195439.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 401-06264 LUMP| 5250.00000 5250.00| 6000.00000 6000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0031 402-05468 127.000 Mg | 45.15000 5734.05| 77.21000 9805.67| 43.00000 5461.00 HMA BASE 25.0 mm, MAINLINE | | | 0032 402-05473 18.000 Mg | 47.25000 850.50| 95.61000 1720.98| 45.00000 810.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0033 402-05477 16.000 Mg | 57.75000 924.00| 118.25000 1892.00| 55.00000 880.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0034 402-05481 10.500 Mg | 45.15000 474.08| 87.83000 922.22| 43.00000 451.50 HMA BASE 25.0 mm, SHOULDER | | | 0035 402-05495 115.000 Mg | 45.15000 5192.25| 81.33000 9352.95| 43.00000 4945.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 404-05511 62.000 m2 | 10.50000 651.00| 9.53000 590.86| 10.00000 620.00 SEAL COAT, 2 | | | 0037 405-05517 2.300 Mg | 525.00000 1207.50| 265.49000 610.63| 500.00000 1150.00 ASPHALT FOR PRIME COAT | | | 0038 406-05520 45.500 Mg | 168.00000 7644.00| 191.74000 8724.17| 160.00000 7280.00 ASPHALT FOR TACK COAT | | | 0039 604-06069 568.000 m2 | 64.00000 36352.00| 34.40000 19539.20| 52.00000 29536.00 CURB RAMP, CONCRETE | | | 0040 604-06070 3454.000 m2 | 31.60000 109146.40| 23.50000 81169.00| 39.00000 134706.00 SIDEWALK, CONCRETE | | | 0041 604-90256 269.000 m2 | 93.20000 25070.80| 32.50000 8742.50| 52.00000 13988.00 SIDEWALK, CONCRETE, 150 mm | | | 0042 605-06090 99.000 m | 33.50000 3316.50| 31.90000 3158.10| 25.00000 2475.00 CURB, INTEGRAL, CONCRETE | | | 0043 605-06120 755.000 m | 57.20000 43186.00| 138.29000 104408.95| 53.00000 40015.00 CURB, CONCRETE | | | 0044 605-06140 509.000 m | 32.50000 16542.50| 30.90000 15728.10| 39.00000 19851.00 CURB AND GUTTER, CONCRETE | | | 0045 605-06155 4950.000 m | 33.80000 167310.00| 64.06000 317097.00| 35.00000 173250.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-06200 7.600 m | 99.75000 758.10| 95.00000 722.00| 119.00000 904.40 CENTER CURB, A, CONCRETE | | | 0047 605-06210 127.300 m | 62.00000 7892.60| 59.00000 7510.70| 49.00000 6237.70 CENTER CURB, C, CONCRETE | | | 0048 605-96305 45.000 m | 48.50000 2182.50| 45.90000 2065.50| 33.00000 1485.00 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0049 610-05527 4933.000 Mg | 54.60000 269341.80| 95.45000 470854.85| 52.00000 256516.00 HMA FOR APPROACHES | | | 0050 611-05330 5016.000 m2 | 33.30000 167032.80| 31.70000 159007.20| 47.00000 235752.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0051 611-06497 17.000 EACH| 178.50000 3034.50| 140.00000 2380.00| 140.00000 2380.00 MAILBOX ASSEMBLY, SINGLE | | | 0052 611-06498 2.000 EACH| 220.50000 441.00| 165.00000 330.00| 165.00000 330.00 MAILBOX ASSEMBLY, DOUBLE | | | 0053 611-95728 750.000 m2 | 38.35000 28762.50| 104.28000 78210.00| 53.00000 39750.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0054 615-06490 11.000 EACH| 163.00000 1793.00| 140.00000 1540.00| 140.00000 1540.00 RIGHT OF WAY MARKER | | | 0055 616-02320 30.000 m2 | 10.00000 300.00| 4.00000 120.00| 4.25000 127.50 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 616-06405 16.000 Mg | 40.00000 640.00| 27.00000 432.00| 27.00000 432.00 RIPRAP, REVETMENT | | | 0057 621-01004 4.000 EACH| 105.00000 420.00| 100.00000 400.00| 100.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02363 2234.000 m2 | 0.50000 1117.00| 0.48000 1072.32| 0.48000 1072.32 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0059 621-02770 72.000 m2 | 3.15000 226.80| 2.98000 214.56| 2.98000 214.56 EROSION CONTROL BLANKET | | | 0060 621-06567 261.000 kL | 0.60000 156.60| 0.55000 143.55| 0.55000 143.55 WATER | | | 0061 621-06570 2067.000 m3 | 15.00000 31005.00| 8.00000 16536.00| 15.00000 31005.00 TOP SOIL | | | 0062 621-06575 14322.000 m2 | 3.30000 47262.60| 3.12000 44684.64| 5.20000 74474.40 SODDING, NURSERY | | | 0063 622-05633 77.000 EACH| 76.00000 5852.00| 72.00000 5544.00| 72.00000 5544.00 PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, 450 mm | | | OR UNDER | | | 0064 703-51030 415.000 kg | 1.70000 705.50| 1.60000 664.00| 1.60000 664.00 REINFORCING STEEL FOR OUTFALL STRUCTURE | | | 0065 706-94133 160.000 m | 309.00000 49440.00| 174.00000 27840.00| 476.00000 76160.00 RAILING, TUBE, GALVANIZED STEEL | | | 0066 714-02802 614.000 m2 | 220.00000 135080.00| 187.00000 114818.00| 227.00000 139378.00 RETAINING WALL, PRECAST CONCRETE UNITS | | | 0067 714-44240 12.000 m3 | 525.00000 6300.00| 496.00000 5952.00| 645.00000 7740.00 CONCRETE, A, STRUCTURES | | | 0068 715-03584 1.000 EACH| 500.00000 500.00| 395.00000 395.00| 772.00000 772.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0069 715-05024 1114.000 m | 200.00000 222800.00| 170.00000 189380.00| 433.00000 482362.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0070 715-05119 124.600 m | 100.00000 12460.00| 147.00000 18316.20| 190.00000 23674.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-05123 69.800 m | 120.00000 8376.00| 170.00000 11866.00| 194.00000 13541.20 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0072 715-05125 52.000 m | 125.00000 6500.00| 200.00000 10400.00| 231.00000 12012.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0073 715-05146 9.000 m | 75.00000 675.00| 154.00000 1386.00| 48.00000 432.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0074 715-05147 27.000 m | 80.00000 2160.00| 150.00000 4050.00| 56.00000 1512.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-05148 42.000 m | 85.00000 3570.00| 130.00000 5460.00| 53.00000 2226.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0076 715-05149 123.000 m | 90.00000 11070.00| 175.00000 21525.00| 112.00000 13776.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0077 715-05151 1662.000 m | 100.00000 166200.00| 250.00000 415500.00| 210.00000 349020.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0078 715-05152 637.000 m | 75.00000 47775.00| 195.00000 124215.00| 140.00000 89180.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0079 715-05154 737.000 m | 95.00000 70015.00| 188.00000 138556.00| 195.00000 143715.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0080 715-05156 654.000 m | 125.00000 81750.00| 234.00000 153036.00| 260.00000 170040.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0081 715-05162 205.200 m | 495.00000 101574.00| 1000.00000 205200.00| 660.00000 135432.00 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0082 715-05203 42.000 m | 50.00000 2100.00| 11.00000 462.00| 7.00000 294.00 PIPE, TYPE 4, CIRCULAR, 100 mm , | | | NON-PERFORATED | | | 0083 715-05203 470.000 m | 10.00000 4700.00| 14.00000 6580.00| 7.00000 3290.00 PIPE, TYPE 4, CIRCULAR, 100 mm , | | | PERFORATED | | | 0084 715-06957 3.000 m | 100.00000 300.00| 23.00000 69.00| 7.00000 21.00 PIPE, TYPE 4, CIRCULAR, 75 mm | | | 0085 715-46000 1.000 EACH| 300.00000 300.00| 204.00000 204.00| 160.00000 160.00 PIPE END SECTION, 300 mm | | | 0086 715-46005 1.000 EACH| 400.00000 400.00| 181.00000 181.00| 240.00000 240.00 PIPE END SECTION, 375 mm | | | 0087 715-46010 1.000 EACH| 500.00000 500.00| 216.00000 216.00| 340.00000 340.00 PIPE END SECTION, 450 mm | | | 0088 715-46020 1.000 EACH| 600.00000 600.00| 320.00000 320.00| 500.00000 500.00 PIPE END SECTION, 600 mm | | | 0089 715-98265 4.800 m | 350.00000 1680.00| 300.00000 1440.00| 386.00000 1852.80 WATER MAIN, DUCTILE IRON, 100 mm | | | 0090 716-04892 35.900 m | 2500.00000 89750.00| 3510.00000 126009.00| 3500.00000 125650.00 PIPE, JACKED 1350 mm, STEEL, 4-FLANGE, | | | HAND MINED EXCAVATION | | | 0091 718-52610 62.000 m3 | 40.00000 2480.00| 30.00000 1860.00| 20.00000 1240.00 AGGREGATE FOR UNDERDRAINS | | | 0092 720-01760 1.000 EACH| 1000.00000 1000.00| 1824.00000 1824.00| 1615.00000 1615.00 INLET, J2 | | | 0093 720-01894 30.000 EACH| 400.00000 12000.00| 744.00000 22320.00| 595.00000 17850.00 CASTING, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-01894 1.000 EACH| 500.00000 500.00| 744.00000 744.00| 595.00000 595.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | TYPE 4 | | | 0095 720-02367 6.000 EACH| 2400.00000 14400.00| 3854.00000 23124.00| 3880.00000 23280.00 MANHOLE, J10 | | | 0096 720-04484 1.000 EACH| 3500.00000 3500.00| 5121.00000 5121.00| 3000.00000 3000.00 MANHOLE, K-G , MODIFIED | | | 0097 720-04596 4.000 EACH| 2500.00000 10000.00| 3504.00000 14016.00| 3880.00000 15520.00 MANHOLE, J-10 MODIFIED | | | 0098 720-04721 1.000 EACH| 3500.00000 3500.00| 4219.00000 4219.00| 5000.00000 5000.00 MANHOLE, K | | | 0099 720-44000 14.000 EACH| 200.00000 2800.00| 408.00000 5712.00| 425.00000 5950.00 CASTING, ADJUST TO GRADE | | | 0100 720-44070 2.000 EACH| 500.00000 1000.00| 936.00000 1872.00| 798.00000 1596.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0101 720-44296 5.000 EACH| 300.00000 1500.00| 647.00000 3235.00| 254.00000 1270.00 CAP INLET | | | 0102 720-45005 2.000 EACH| 950.00000 1900.00| 1615.00000 3230.00| 1458.00000 2916.00 INLET, A2 | | | 0103 720-45015 1.000 EACH| 900.00000 900.00| 1565.00000 1565.00| 1420.00000 1420.00 INLET, A8 | | | 0104 720-45035 1.000 EACH| 850.00000 850.00| 1477.00000 1477.00| 1197.00000 1197.00 INLET, F7 | | | 0105 720-45045 72.000 EACH| 950.00000 68400.00| 1722.00000 123984.00| 1575.00000 113400.00 INLET, J10 | | | 0106 720-45055 14.000 EACH| 1000.00000 14000.00| 1722.00000 24108.00| 1579.00000 22106.00 INLET, M10 | | | 0107 720-45075 1.000 EACH| 1000.00000 1000.00| 1744.00000 1744.00| 1597.00000 1597.00 INLET, R13 | | | 0108 720-45105 2.000 EACH| 950.00000 1900.00| 1595.00000 3190.00| 1497.00000 2994.00 INLET, A2, MODIFIED | | | 0109 720-45250 2.000 EACH| 1100.00000 2200.00| 1834.00000 3668.00| 1480.00000 2960.00 CATCH BASIN, K10 | | | 0110 720-45260 1.000 EACH| 500.00000 500.00| 1458.00000 1458.00| 690.00000 690.00 PIPE CATCH BASIN, 300 mm | | | 0111 720-45265 3.000 EACH| 500.00000 1500.00| 1480.00000 4440.00| 713.00000 2139.00 PIPE CATCH BASIN, 375 mm | | | 0112 720-45270 3.000 EACH| 500.00000 1500.00| 1525.00000 4575.00| 759.00000 2277.00 PIPE CATCH BASIN, 450 mm | | | 0113 720-45275 3.000 EACH| 600.00000 1800.00| 1593.00000 4779.00| 837.00000 2511.00 PIPE CATCH BASIN, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 720-45410 11.000 EACH| 1250.00000 13750.00| 1850.00000 20350.00| 2100.00000 23100.00 MANHOLE, C4 | | | 0115 720-90984 6.000 EACH| 1350.00000 8100.00| 2230.00000 13380.00| 2100.00000 12600.00 MANHOLE, C2 | | | 0116 720-92409 1.000 EACH| 2350.00000 2350.00| 3373.00000 3373.00| 3366.00000 3366.00 MANHOLE, J2, MODIFIED | | | 0117 720-92557 1.000 EACH| 1000.00000 1000.00| 1711.00000 1711.00| 1599.00000 1599.00 INLET, M13 | | | 0118 720-94208 36.000 EACH| 1400.00000 50400.00| 2280.00000 82080.00| 2100.00000 75600.00 MANHOLE, C10 | | | 0119 720-94612 1.000 EACH| 3500.00000 3500.00| 5045.00000 5045.00| 3691.00000 3691.00 MANHOLE, K4 | | | 0120 720-95335 10.000 EACH| 7500.00000 75000.00| 13000.00000 130000.00| 12130.00000 121300.00 MANHOLE, M4 | | | 0121 720-95409 7.000 EACH| 2700.00000 18900.00| 3248.00000 22736.00| 5760.00000 40320.00 MANHOLE, J4, MODIFIED | | | 0122 720-95422 9.000 EACH| 2700.00000 24300.00| 3551.00000 31959.00| 5700.00000 51300.00 MANHOLE, J4 | | | 0123 720-98174 2.000 EACH| 1500.00000 3000.00| 2121.00000 4242.00| 1964.00000 3928.00 INLET, B15 | | | 0124 720-99416 2.000 EACH| 1700.00000 3400.00| 2329.00000 4658.00| 2974.00000 5948.00 CATCH BASIN, B15 | | | 0125 721-43050 1.000 EACH| 6200.00000 6200.00| 6944.00000 6944.00| 8000.00000 8000.00 AUTOMATIC DRAINAGE GATE, 1350 mm | | | 0126 732-01898 3.500 m | 420.00000 1470.00| 700.00000 2450.00| 316.00000 1106.00 WATER MAIN, DUCTILE IRON, 250 mm | | | 0127 732-03067 2.000 EACH| 200.00000 400.00| 350.00000 700.00| 446.00000 892.00 SLEEVE, SOLID , 150 mm | | | 0128 732-03067 4.000 EACH| 200.00000 800.00| 362.00000 1448.00| 483.00000 1932.00 SLEEVE, SOLID , 200 mm | | | 0129 732-03067 12.000 EACH| 230.00000 2760.00| 393.00000 4716.00| 588.00000 7056.00 SLEEVE, SOLID , 300 mm | | | 0130 732-04846 4.000 EACH| 200.00000 800.00| 191.00000 764.00| 505.00000 2020.00 ELL , RESTRAINED, 100 mm X 45 DEG. | | | 0131 732-04846 12.000 EACH| 200.00000 2400.00| 207.00000 2484.00| 526.00000 6312.00 ELL , RESTRAINED, 150 mm X 45 DEG. | | | 0132 732-04846 4.000 EACH| 235.00000 940.00| 318.00000 1272.00| 601.00000 2404.00 ELL , RESTRAINED, 250 mm X 45 DEG. | | | 0133 732-04846 24.000 EACH| 360.00000 8640.00| 357.00000 8568.00| 697.00000 16728.00 ELL , RESTRAINED, 300 mm X 45 DEG. | | | 0134 732-91738 32.300 m | 120.00000 3876.00| 137.00000 4425.10| 217.00000 7009.10 WATER MAIN, DUCTILE IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 732-91739 33.200 m | 121.00000 4017.20| 167.00000 5544.40| 282.00000 9362.40 WATER MAIN, DUCTILE IRON, 200 mm | | | 0136 732-96670 119.200 m | 123.00000 14661.60| 170.00000 20264.00| 295.00000 35164.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0137 801-01504 4.000 EACH| 40.00000 160.00| 75.00000 300.00| 75.00000 300.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0138 801-01505 2.000 EACH| 65.00000 130.00| 75.00000 150.00| 75.00000 150.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0140 801-04308 16.000 EACH| 203.00000 3248.00| 375.00000 6000.00| 193.00000 3088.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 13945.000 m | 0.50000 6972.50| 0.28000 3904.60| 0.28000 3904.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0142 801-06207 18926.000 m | 2.75000 52046.50| 3.00000 56778.00| 2.59000 49018.34 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0143 801-06577 27.000 m | 16.55000 446.85| 19.60000 529.20| 15.75000 425.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0144 801-06606 69.000 EACH| 162.00000 11178.00| 190.00000 13110.00| 154.00000 10626.00 BARRICADE, IIIB | | | 0145 801-06640 143.000 EACH| 115.00000 16445.00| 126.00000 18018.00| 109.00000 15587.00 CONSTRUCTION SIGN, A | | | 0146 801-06645 71.000 EACH| 41.00000 2911.00| 30.00000 2130.00| 39.00000 2769.00 CONSTRUCTION SIGN, B | | | 0147 801-06775 LUMP| 210380.88000 210380.88| 160000.00000 160000.00| 160000.00000 160000.00 MAINTAINING TRAFFIC | | | 0149 801-94295 45.000 EACH| 107.00000 4815.00| 75.00000 3375.00| 100.00000 4500.00 SIGNAL HEAD, RELOCATE | | | 0150 802-05701 439.390 m | 35.00000 15378.65| 24.00000 10545.36| 32.80000 14411.99 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0151 802-05702 6.600 m | 49.00000 323.40| 20.00000 132.00| 45.90000 302.94 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0152 802-76020 13.700 m2 | 138.00000 1890.60| 195.00000 2671.50| 129.20000 1770.04 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0153 802-76025 59.400 m2 | 149.50000 8880.30| 130.00000 7722.00| 139.90000 8310.06 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 802-76035 43.700 m2 | 161.00000 7035.70| 150.00000 6555.00| 150.70000 6585.59 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0155 802-76045 4.610 m2 | 195.50000 901.26| 200.00000 922.00| 183.00000 843.63 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0157 803-76135 13.000 EACH| 8112.00000 105456.00| 7710.00000 100230.00| 7600.00000 98800.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM , 7.7 m SINGLE POLE, w/9.15 | | | m MAST ARM | | | 0158 805-01815 6.000 EACH| 1950.00000 11700.00| 1620.00000 9720.00| 1800.00000 10800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0159 805-01836 785.000 m | 1.40000 1099.00| 3.10000 2433.50| 1.31000 1028.35 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0160 805-01842 22.000 EACH| 590.00000 12980.00| 730.00000 16060.00| 550.00000 12100.00 HANDHOLE, SIGNAL | | | 0161 805-01844 1946.000 m | 31.50000 61299.00| 23.25000 45244.50| 29.50000 57407.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0162 805-02087 LUMP| 1300.00000 1300.00| 750.00000 750.00| 1200.00000 1200.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0163 805-02151 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 400.00000 800.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0164 805-02152 8.000 EACH| 425.00000 3400.00| 355.00000 2840.00| 400.00000 3200.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0165 805-02503 3667.000 m | 0.70000 2566.90| 0.40000 1466.80| 0.66000 2420.22 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0167 805-78010 1.000 EACH| 1000.00000 1000.00| 715.00000 715.00| 850.00000 850.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0168 805-78100 2.000 EACH| 8800.00000 17600.00| 8630.00000 17260.00| 8200.00000 16400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0169 805-78190 4.000 EACH| 266.00000 1064.00| 200.00000 800.00| 250.00000 1000.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0170 805-78195 4.000 EACH| 266.00000 1064.00| 225.00000 900.00| 250.00000 1000.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 805-78205 13.000 EACH| 375.00000 4875.00| 390.00000 5070.00| 350.00000 4550.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0172 805-78230 2.000 EACH| 560.00000 1120.00| 635.00000 1270.00| 525.00000 1050.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0173 805-78415 9.000 EACH| 1070.00000 9630.00| 1255.00000 11295.00| 1000.00000 9000.00 SPAN, CATENARY, AND TETHER | | | 0174 805-78420 8.000 EACH| 300.00000 2400.00| 180.00000 1440.00| 280.00000 2240.00 DISCONNECT HANGER | | | 0175 805-78445 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| 450.00000 900.00 SIGNAL SERVICE | | | 0176 805-78467 13.000 m | 5.25000 68.25| 5.00000 65.00| 4.92000 63.96 SIGNAL CABLE, 3C 8GA. | | | 0177 805-78480 274.000 m | 1.60000 438.40| 3.10000 849.40| 1.48000 405.52 SIGNAL CABLE, 3C 14GA. | | | 0178 805-78485 535.000 m | 1.75000 936.25| 3.50000 1872.50| 1.64000 877.40 SIGNAL CABLE, 5C 14GA. | | | 0179 805-78490 269.000 m | 2.75000 739.75| 4.00000 1076.00| 2.46000 661.74 SIGNAL CABLE, 7C 14GA. | | | 0180 805-78510 1510.000 m | 1.60000 2416.00| 3.10000 4681.00| 1.48000 2234.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0181 805-78785 28.000 EACH| 406.00000 11368.00| 475.00000 13300.00| 380.00000 10640.00 SIGNAL DETECTOR HOUSING | | | 0182 805-78790 1.000 EACH| 455.00000 455.00| 200.00000 200.00| 425.00000 425.00 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0183 805-78795 1186.000 m | 31.50000 37359.00| 22.50000 26685.00| 29.52000 35010.72 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0184 805-78900 1.000 EACH| 685.00000 685.00| 300.00000 300.00| 650.00000 650.00 PEDESTAL FOUNDATION, A | | | 0185 805-78906 10.000 EACH| 1900.00000 19000.00| 1620.00000 16200.00| 1800.00000 18000.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0186 805-78925 2.000 EACH| 683.00000 1366.00| 325.00000 650.00| 650.00000 1300.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0187 805-81032 6.000 EACH| 3250.00000 19500.00| 2335.00000 14010.00| 3100.00000 18600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0188 805-81060 4.000 EACH| 3575.00000 14300.00| 2760.00000 11040.00| 3400.00000 13600.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0189 805-86805 10.000 EACH| 1900.00000 19000.00| 2300.00000 23000.00| 1800.00000 18000.00 SERVICE POINT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 805-86900 3.000 EACH| 685.00000 2055.00| 180.00000 540.00| 650.00000 1950.00 JUNCTION BOX | | | 0191 805-86920 110.000 EACH| 10.50000 1155.00| 10.00000 1100.00| 10.00000 1100.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0192 805-86925 220.000 EACH| 12.60000 2772.00| 13.50000 2970.00| 12.00000 2640.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0193 805-86935 218.000 EACH| 12.60000 2746.80| 8.00000 1744.00| 12.00000 2616.00 INSULATING LINK, WATERPROOFED | | | 0194 805-92951 4.000 EACH| 265.00000 1060.00| 215.00000 860.00| 250.00000 1000.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0195 805-94295 7.000 EACH| 132.00000 924.00| 75.00000 525.00| 125.00000 875.00 SIGNAL HEAD, RELOCATE | | | 0196 805-96121 6.000 EACH| 105.00000 630.00| 72.50000 435.00| 100.00000 600.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0197 805-97640 1050.000 m | 3.00000 3150.00| 1.40000 1470.00| 2.95000 3097.50 WIRE, NO. 10, 2/C | | | 0198 805-98335 3950.000 m | 12.00000 47400.00| 9.50000 37525.00| 11.48000 45346.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0199 807-02191 2.000 EACH| 580.00000 1160.00| 730.00000 1460.00| 550.00000 1100.00 HANDHOLE, LIGHTING | | | 0200 807-02428 103.000 EACH| 525.00000 54075.00| 500.00000 51500.00| 500.00000 51500.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0201 807-02780 1.000 EACH| 580.00000 580.00| 480.00000 480.00| 550.00000 550.00 LUMINAIRE MAST ARM, 2.4 m | | | 0202 807-04653 5.000 EACH| 425.00000 2125.00| 640.00000 3200.00| 400.00000 2000.00 LIGHTING FOUNDATION , MODIFIED, | | | CONCRETE WITH GROUNDING | | | 0203 807-04654 73.000 EACH| 966.00000 70518.00| 990.00000 72270.00| 920.00000 67160.00 LIGHT POLE , 7.6 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0204 807-85644 35.000 EACH| 1071.00000 37485.00| 1125.00000 39375.00| 1020.00000 35700.00 LIGHT POLE, 11.0 m E.M.H., 2.4 m MAST | | | ARM, BREAKAWAY BASE | | | 0205 807-86620 108.000 EACH| 283.50000 30618.00| 205.00000 22140.00| 270.00000 29160.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0206 807-86910 108.000 EACH| 21.00000 2268.00| 23.50000 2538.00| 20.00000 2160.00 CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 807-86915 108.000 EACH| 26.25000 2835.00| 25.00000 2700.00| 25.00000 2700.00 CONNECTOR KIT, FUSED | | | 0208 808-04298 3.000 EACH| 331.00000 993.00| 300.00000 900.00| 300.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0209 808-06701 18.000 m | 1.00000 18.00| 0.84000 15.12| 0.84000 15.12 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0210 808-06703 818.000 m | 1.00000 818.00| 0.84000 687.12| 0.84000 687.12 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0211 808-75240 1110.000 m | 1.00000 1110.00| 0.84000 932.40| 0.84000 932.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0212 808-75245 7495.000 m | 1.00000 7495.00| 0.84000 6295.80| 0.84000 6295.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0213 808-75278 308.000 m | 4.65000 1432.20| 4.20000 1293.60| 4.20000 1293.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0214 808-75297 269.100 m | 9.25000 2489.18| 8.40000 2260.44| 8.40000 2260.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0215 808-75300 312.000 m | 2.50000 780.00| 2.25000 702.00| 2.25000 702.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0216 808-75320 57.000 EACH| 51.50000 2935.50| 46.50000 2650.50| 46.50000 2650.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0217 808-75325 45.000 EACH| 75.00000 3375.00| 67.25000 3026.25| 67.25000 3026.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0218 808-92027 305.000 m | 3.00000 915.00| 2.80000 854.00| 2.80000 854.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0219 808-99195 65.000 m | 8.50000 552.50| 7.60000 494.00| 7.60000 494.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 125 mm | | | 0220 211-02050 180.000 m3 | 16.00000 2880.00| 20.00000 3600.00| 42.00000 7560.00 B BORROW FOR BACKFILL | | | 0221 805-78412 1.000 EACH| 800.00000 800.00| 315.00000 315.00| 750.00000 750.00 SIGNAL PEDESTAL, 2.7 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 121 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,935,462.03 ROUTE : OLD US 24 AND SR 25 CALL ORDER : 121 CONTRACT ID : R -24854-A COUNTIES : CASS LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1139301 |(3) 35-0997978 |DEICHMAN EXCAVATING CO |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,894,999.70| $ 7,391,972.40| $ 7,513,516.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,894,999.70| $ 7,391,972.40| $ 7,513,516.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/19/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : A23000D A230007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,559,334.93 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,710,117.81 109.6696% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,733,680.68 111.1807% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,901,988.96 121.9743% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,944,430.69 124.6961% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0918397 |E & B PAVING, 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 TRAFFIC SIGNAL, NEW | | | 0001 105-01925 12.000 MOS | 1700.00000 20400.00| 1359.54000 16314.48| 1600.00000 19200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23475.00000 23475.00| 35067.50000 35067.50| 37000.00000 37000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 85505.00000 85505.00| 86700.00000 86700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 52020.43000 52020.43| 31841.33000 31841.33| 46730.00000 46730.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2645.000 m2 | 8.00000 21160.00| 8.12000 21477.40| 10.75000 28433.75 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 16000.00000 16000.00| 20984.95000 20984.95| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0007 202-60820 12417.000 m2 | 0.50000 6208.50| 1.22000 15148.74| 1.20000 14900.40 SURFACE MILLING, ASPHALT | | | 0008 203-02000 7099.000 m3 | 12.00000 85188.00| 19.07000 135377.93| 16.00000 113584.00 EXCAVATION, COMMON | | | 0009 203-02070 206.000 m3 | 25.00000 5150.00| 0.01000 2.06| 28.00000 5768.00 BORROW | | | 0010 205-02224 340.000 m | 5.58000 1897.20| 6.02000 2046.80| 5.75000 1955.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 40.000 m | 84.43000 3377.20| 42.39000 1695.60| 62.00000 2480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0918397 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02234 37.000 EACH| 50.00000 1850.00| 53.95000 1996.15| 51.50000 1905.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 11.000 EACH| 55.00000 605.00| 59.35000 652.85| 56.70000 623.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 437.000 m3 | 27.00000 11799.00| 32.04000 14001.48| 19.80000 8652.60 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 5779.100 Mg | 18.00000 104023.80| 19.42000 112230.12| 18.40000 106335.44 COMPACTED AGGREGATE, O, 53 | | | 0016 305-05204 100.000 Mg | 77.00000 7700.00| 83.08000 8308.00| 95.00000 9500.00 HMA FOR PATCHING | | | 0018 402-05470 1752.000 Mg | 39.00000 68328.00| 42.08000 73724.16| 36.10000 63247.20 HMA BASE C25.0 mm, MAINLINE | | | 0022 404-05510 6099.000 m2 | 2.50000 15247.50| 2.70000 16467.30| 2.70000 16467.30 SEAL COAT, 1 | | | 0023 405-05517 9.600 Mg | 550.00000 5280.00| 593.45000 5697.12| 300.00000 2880.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 15.200 Mg | 220.00000 3344.00| 237.38000 3608.18| 250.00000 3800.00 ASPHALT FOR TACK COAT | | | 0025 601-01625 1.000 EACH| 1400.00000 1400.00| 1510.60000 1510.60| 1380.00000 1380.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-94689 1.000 EACH| 2200.00000 2200.00| 2373.80000 2373.80| 2295.00000 2295.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 96.200 m | 33.00000 3174.60| 35.61000 3425.68| 39.20000 3771.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 604-06070 14.000 m2 | 150.00000 2100.00| 40.77000 570.78| 102.00000 1428.00 SIDEWALK, CONCRETE | | | 0029 610-05527 555.400 Mg | 71.00000 39433.40| 76.61000 42549.19| 65.00000 36101.00 HMA FOR APPROACHES | | | 0030 611-05330 761.700 m2 | 37.76000 28761.79| 35.89000 27337.41| 30.75000 23422.28 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-06497 37.000 EACH| 125.00000 4625.00| 134.88000 4990.56| 110.00000 4070.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 39.000 EACH| 115.00000 4485.00| 124.09000 4839.51| 225.00000 8775.00 RIGHT OF WAY MARKER | | | 0033 615-06527 2.000 EACH| 385.00000 770.00| 415.42000 830.84| 536.00000 1072.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 6.000 m2 | 21.37000 128.22| 5.65000 33.90| 58.00000 348.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0918397 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 300.000 Mg | 22.76000 6828.00| 22.07000 6621.00| 43.50000 13050.00 RIPRAP, REVETMENT | | | 0036 621-06575 21200.000 m2 | 2.93000 62116.00| 3.16000 66992.00| 3.02000 64024.00 SODDING, NURSERY | | | 0037 715-05048 3097.000 m | 9.84000 30474.48| 7.43000 23010.71| 7.10000 21988.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05053 1163.000 m | 30.00000 34890.00| 0.11000 127.93| 30.45000 35413.35 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0039 715-05119 26.000 m | 72.31000 1880.06| 78.58000 2043.08| 135.00000 3510.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0040 715-05169 481.600 m | 70.00000 33712.00| 70.82000 34106.91| 88.00000 42380.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0041 715-05177 18.200 m | 168.23000 3061.79| 184.89000 3365.00| 260.00000 4732.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0042 715-05209 9.000 m | 365.86000 3292.74| 142.34000 1281.06| 310.00000 2790.00 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0043 715-05212 166.500 m | 146.17000 24337.31| 78.39000 13051.94| 120.00000 19980.00 PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0044 715-05239 67.000 m | 323.57000 21679.19| 278.52000 18660.84| 325.00000 21775.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0045 715-05372 49.700 m | 248.79000 12364.86| 272.37000 13536.79| 305.00000 15158.50 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0046 715-05376 37.600 m | 426.34000 16030.38| 418.71000 15743.50| 445.00000 16732.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0047 715-06033 4.000 EACH| 753.86000 3015.44| 876.41000 3505.64| 555.00000 2220.00 PIPE END SECTION, MIN. AREA 1.45 m2 | | | 0048 715-46005 64.000 EACH| 136.87000 8759.68| 261.02000 16705.28| 250.00000 16000.00 PIPE END SECTION, 375 mm | | | 0049 715-46040 4.000 EACH| 405.79000 1623.16| 781.00000 3124.00| 800.00000 3200.00 PIPE END SECTION, 900 mm | | | 0050 715-97804 2.000 EACH| 503.41000 1006.82| 969.83000 1939.66| 985.00000 1970.00 PIPE END SECTION, MIN. AREA .69 m2 | | | 0051 718-06531 36.000 EACH| 400.00000 14400.00| 377.65000 13595.40| 360.00000 12960.00 OUTLET PROTECTOR, 3 | | | 0052 718-94889 699.900 m3 | 32.00000 22396.80| 38.30000 26806.17| 36.60000 25616.34 AGGREGATE FOR UNDERDRAINS, 8 | | | 0053 718-99153 6271.000 m2 | 1.00000 6271.00| 1.67000 10472.57| 1.60000 10033.60 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0918397 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-45030 1.000 EACH| 1126.23000 1126.23| 894.30000 894.30| 1315.00000 1315.00 INLET, E7 | | | 0055 720-45035 6.000 EACH| 1134.60000 6807.60| 942.85000 5657.10| 1350.00000 8100.00 INLET, F7 | | | 0057 720-90984 4.000 EACH| 2402.88000 9611.52| 1745.48000 6981.92| 2450.00000 9800.00 MANHOLE, C2 | | | 0058 801-03290 16.000 EACH| 85.00000 1360.00| 91.72000 1467.52| 134.00000 2144.00 CONSTRUCTION SIGN, C | | | 0059 801-04308 6.000 EACH| 230.00000 1380.00| 248.17000 1489.02| 185.00000 1110.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06203 12840.000 m | 0.60000 7704.00| 0.65000 8346.00| 0.27000 3466.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0061 801-06207 6420.000 m | 2.10000 13482.00| 2.27000 14573.40| 3.15000 20223.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06606 21.000 EACH| 120.00000 2520.00| 129.48000 2719.08| 77.50000 1627.50 BARRICADE, IIIB | | | 0063 801-06625 16.000 EACH| 85.00000 1360.00| 91.72000 1467.52| 93.00000 1488.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 32.000 EACH| 75.00000 2400.00| 80.93000 2589.76| 115.00000 3680.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 4.000 EACH| 30.00000 120.00| 32.37000 129.48| 31.00000 124.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 30000.00000 30000.00| 57633.63000 57633.63| 55500.00000 55500.00 MAINTAINING TRAFFIC | | | 0067 802-76025 0.560 m2 | 147.58000 82.64| 159.24000 89.17| 152.00000 85.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 15.890 m2 | 183.32000 2912.95| 197.80000 3143.04| 189.00000 3003.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 802-76080 16.860 m | 40.78000 687.55| 44.00000 741.84| 42.00000 708.12 POST, RECTANGULAR | | | 0070 803-02310 900.000 kg | 1.01000 909.00| 1.09000 981.00| 1.05000 945.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0071 803-06031 10.400 m3 | 575.86000 5988.94| 621.35000 6462.04| 595.00000 6188.00 SIGN FOUNDATIONS, CONCRETE | | | 0072 803-76135 2.000 EACH| 3312.16000 6624.32| 3573.82000 7147.64| 3415.00000 6830.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0073 804-06770 36.000 EACH| 45.38000 1633.68| 16.19000 582.84| 46.80000 1684.80 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0918397 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-01815 4.000 EACH| 1668.81000 6675.24| 1800.65000 7202.60| 1720.00000 6880.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0075 805-01842 11.000 EACH| 777.56000 8553.16| 838.99000 9228.89| 802.00000 8822.00 HANDHOLE, SIGNAL | | | 0076 805-02328 1124.000 m | 0.33000 370.92| 0.36000 404.64| 0.34000 382.16 SIGNAL CABLE, 1C 14GA. | | | 0078 805-06592 627.000 m | 32.74000 20527.98| 35.33000 22151.91| 33.75000 21161.25 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0079 805-06836 8.000 EACH| 433.42000 3467.36| 467.66000 3741.28| 446.85000 3574.80 TRAFFIC SIGNAL HEAD, 3 FACE, 305mm RED | | | LED, AMBER, GREEN | | | 0080 805-78100 1.000 EACH| 7606.88000 7606.88| 8207.82000 8207.82| 7850.00000 7850.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0081 805-78415 4.000 EACH| 1118.71000 4474.84| 1207.09000 4828.36| 1150.00000 4600.00 SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 225.45000 901.80| 243.26000 973.04| 232.40000 929.60 DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 420.82000 420.82| 454.06000 454.06| 433.85000 433.85 SIGNAL SERVICE | | | 0084 805-78467 15.000 m | 7.32000 109.80| 7.90000 118.50| 7.55000 113.25 SIGNAL CABLE, 3C 8GA. | | | 0085 805-78485 77.000 m | 6.40000 492.80| 6.91000 532.07| 6.60000 508.20 SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 180.000 m | 6.23000 1121.40| 6.72000 1209.60| 6.45000 1161.00 SIGNAL CABLE, 7C 14GA. | | | 0087 805-78510 2036.000 m | 3.64000 7411.04| 3.93000 8001.48| 3.75000 7635.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0088 805-78785 11.000 EACH| 708.81000 7796.91| 764.81000 8412.91| 730.75000 8038.25 SIGNAL DETECTOR HOUSING | | | 0089 805-78795 343.000 m | 22.47000 7707.21| 24.25000 8317.75| 23.15000 7940.45 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-81032 4.000 EACH| 2154.38000 8617.52| 2324.58000 9298.32| 2221.00000 8884.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0091 805-92504 8.000 EACH| 191.09000 1528.72| 206.19000 1649.52| 197.00000 1576.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0092 808-06703 4882.000 m | 0.80000 3905.60| 0.86000 4198.52| 1.05000 5126.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-75240 225.000 m | 0.80000 180.00| 0.86000 193.50| 1.08000 243.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1609544 |(3) 35-0918397 |E & B PAVING, INC. |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-75245 4046.000 m | 0.80000 3236.80| 0.86000 3479.56| 1.05000 4248.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75278 124.000 m | 6.60000 818.40| 7.12000 882.88| 5.40000 669.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0096 808-75297 73.000 m | 8.25000 602.25| 8.90000 649.70| 10.85000 792.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0097 808-75320 12.000 EACH| 50.00000 600.00| 53.95000 647.40| 47.40000 568.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 12.000 EACH| 60.00000 720.00| 64.74000 776.88| 59.80000 717.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0099 808-75996 77.000 EACH| 8.43000 649.11| 17.47000 1345.19| 15.50000 1193.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0100 808-75998 77.000 EACH| 50.00000 3850.00| 32.37000 2492.49| 25.25000 1944.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0101 401-05437 3333.000 Mg | 36.50000 121654.50| 40.46000 134853.18| 35.50000 118321.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0102 401-05455 3608.100 Mg | 33.50000 120871.35| 37.23000 134329.56| 34.55000 124659.86 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0103 401-05456 1639.800 Mg | 47.00000 77070.60| 52.87000 86696.23| 47.45000 77808.51 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0104 401-05459 1646.500 Mg | 34.50000 56804.25| 37.23000 61299.20| 43.50000 71622.75 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0105 805-78925 1.000 EACH| 993.89000 993.89| 1072.41000 1072.41| 1025.00000 1025.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0106 402-05495 2564.000 Mg | 33.00000 84612.00| 36.69000 94073.16| 37.00000 94868.00 HMA WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,559,334.93| $ 1,710,117.81| $ 1,733,680.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,559,334.93| $ 1,710,117.81| $ 1,733,680.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-1364963 | |TSCHUOR, GALE COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-01925 12.000 MOS | 1471.04000 17652.48| 1200.00000 14400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 36082.07000 36082.07| 38000.00000 38000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 95000.00000 95000.00| 94500.00000 94500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 37000.00000 37000.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 2645.000 m2 | 8.06000 21318.70| 9.00000 23805.00| PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 66255.61000 66255.61| 36000.00000 36000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0007 202-60820 12417.000 m2 | 1.52000 18873.84| 1.30000 16142.10| SURFACE MILLING, ASPHALT | | | 0008 203-02000 7099.000 m3 | 6.87000 48770.13| 15.00000 106485.00| EXCAVATION, COMMON | | | 0009 203-02070 206.000 m3 | 31.09000 6404.54| 18.50000 3811.00| BORROW | | | 0010 205-02224 340.000 m | 6.20000 2108.00| 6.00000 2040.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 40.000 m | 26.53000 1061.20| 18.00000 720.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 37.000 EACH| 55.51000 2053.87| 52.50000 1942.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 11.000 EACH| 61.06000 671.66| 57.50000 632.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02060 437.000 m3 | 38.34000 16754.58| 27.75000 12126.75| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 5779.100 Mg | 19.69000 113790.48| 18.90000 109224.99| COMPACTED AGGREGATE, O, 53 | | | 0016 305-05204 100.000 Mg | 103.36000 10336.00| 79.25000 7925.00| HMA FOR PATCHING | | | 0018 402-05470 1752.000 Mg | 40.08000 70220.16| 40.00000 70080.00| HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-1364963 | |TSCHUOR, GALE COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 404-05510 6099.000 m2 | 3.00000 18297.00| 3.00000 18297.00| SEAL COAT, 1 | | | 0023 405-05517 9.600 Mg | 333.07000 3197.47| 550.00000 5280.00| ASPHALT FOR PRIME COAT | | | 0024 406-05520 15.200 Mg | 277.55000 4218.76| 275.00000 4180.00| ASPHALT FOR TACK COAT | | | 0025 601-01625 1.000 EACH| 1487.69000 1487.69| 2400.00000 2400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-94689 1.000 EACH| 2470.23000 2470.23| 2650.00000 2650.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 96.200 m | 42.19000 4058.68| 40.00000 3848.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 604-06070 14.000 m2 | 68.18000 954.52| 27.50000 385.00| SIDEWALK, CONCRETE | | | 0029 610-05527 555.400 Mg | 71.66000 39799.96| 66.00000 36656.40| HMA FOR APPROACHES | | | 0030 611-05330 761.700 m2 | 52.17000 39737.89| 32.50000 24755.25| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-06497 37.000 EACH| 118.79000 4395.23| 175.00000 6475.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 39.000 EACH| 114.35000 4459.65| 110.00000 4290.00| RIGHT OF WAY MARKER | | | 0033 615-06527 2.000 EACH| 577.31000 1154.62| 750.00000 1500.00| MONUMENT, SECTION CORNER | | | 0034 616-02320 6.000 m2 | 2.51000 15.06| 10.00000 60.00| GEOTEXTILES | | | 0035 616-06405 300.000 Mg | 28.79000 8637.00| 24.00000 7200.00| RIPRAP, REVETMENT | | | 0036 621-06575 21200.000 m2 | 3.25000 68900.00| 3.50000 74200.00| SODDING, NURSERY | | | 0037 715-05048 3097.000 m | 7.65000 23692.05| 7.50000 23227.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05053 1163.000 m | 32.78000 38123.14| 32.50000 37797.50| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0039 715-05119 26.000 m | 67.70000 1760.20| 100.00000 2600.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0040 715-05169 481.600 m | 69.55000 33495.28| 100.00000 48160.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0041 715-05177 18.200 m | 227.93000 4148.33| 280.00000 5096.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-1364963 | |TSCHUOR, GALE COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05209 9.000 m | 168.47000 1516.23| 200.00000 1800.00| PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0043 715-05212 166.500 m | 160.90000 26789.85| 220.00000 36630.00| PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0044 715-05239 67.000 m | 420.66000 28184.22| 600.00000 40200.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0045 715-05372 49.700 m | 373.26000 18551.02| 600.00000 29820.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0046 715-05376 37.600 m | 599.93000 22557.37| 750.00000 28200.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0047 715-06033 4.000 EACH| 2822.17000 11288.68| 750.00000 3000.00| PIPE END SECTION, MIN. AREA 1.45 m2 | | | 0048 715-46005 64.000 EACH| 419.66000 26858.24| 300.00000 19200.00| PIPE END SECTION, 375 mm | | | 0049 715-46040 4.000 EACH| 993.09000 3972.36| 600.00000 2400.00| PIPE END SECTION, 900 mm | | | 0050 715-97804 2.000 EACH| 1860.72000 3721.44| 750.00000 1500.00| PIPE END SECTION, MIN. AREA .69 m2 | | | 0051 718-06531 36.000 EACH| 388.58000 13988.88| 360.00000 12960.00| OUTLET PROTECTOR, 3 | | | 0052 718-94889 699.900 m3 | 39.41000 27583.06| 37.50000 26246.25| AGGREGATE FOR UNDERDRAINS, 8 | | | 0053 718-99153 6271.000 m2 | 1.72000 10786.12| 1.75000 10974.25| GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-45030 1.000 EACH| 1225.50000 1225.50| 1250.00000 1250.00| INLET, E7 | | | 0055 720-45035 6.000 EACH| 1225.50000 7353.00| 1150.00000 6900.00| INLET, F7 | | | 0057 720-90984 4.000 EACH| 2596.64000 10386.56| 1600.00000 6400.00| MANHOLE, C2 | | | 0058 801-03290 16.000 EACH| 94.37000 1509.92| 120.00000 1920.00| CONSTRUCTION SIGN, C | | | 0059 801-04308 6.000 EACH| 255.35000 1532.10| 250.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06203 12840.000 m | 0.67000 8602.80| 0.75000 9630.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0061 801-06207 6420.000 m | 2.33000 14958.60| 3.00000 19260.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-1364963 | |TSCHUOR, GALE COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06606 21.000 EACH| 133.23000 2797.83| 150.00000 3150.00| BARRICADE, IIIB | | | 0063 801-06625 16.000 EACH| 94.37000 1509.92| 100.00000 1600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 32.000 EACH| 83.27000 2664.64| 120.00000 3840.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 4.000 EACH| 33.31000 133.24| 30.00000 120.00| CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 110986.93000 110986.93| 170000.00000 170000.00| MAINTAINING TRAFFIC | | | 0067 802-76025 0.560 m2 | 163.84000 91.75| 160.00000 89.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 15.890 m2 | 203.52000 3233.93| 190.00000 3019.10| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 802-76080 16.860 m | 45.27000 763.25| 45.00000 758.70| POST, RECTANGULAR | | | 0070 803-02310 900.000 kg | 1.12000 1008.00| 1.10000 990.00| REINFORCING STEEL, SIGN FOUNDATION | | | 0071 803-06031 10.400 m3 | 639.33000 6649.03| 600.00000 6240.00| SIGN FOUNDATIONS, CONCRETE | | | 0072 803-76135 2.000 EACH| 3677.22000 7354.44| 3400.00000 6800.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0073 804-06770 36.000 EACH| 50.38000 1813.68| 24.00000 864.00| DELINEATOR POST | | | 0074 805-01815 4.000 EACH| 1852.74000 7410.96| 1750.00000 7000.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0075 805-01842 11.000 EACH| 863.26000 9495.86| 800.00000 8800.00| HANDHOLE, SIGNAL | | | 0076 805-02328 1124.000 m | 0.37000 415.88| 0.40000 449.60| SIGNAL CABLE, 1C 14GA. | | | 0078 805-06592 627.000 m | 36.35000 22791.45| 34.00000 21318.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0079 805-06836 8.000 EACH| 481.19000 3849.52| 450.00000 3600.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305mm RED | | | LED, AMBER, GREEN | | | 0080 805-78100 1.000 EACH| 8445.29000 8445.29| 7850.00000 7850.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-1364963 | |TSCHUOR, GALE COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 805-78415 4.000 EACH| 1242.01000 4968.04| 1200.00000 4800.00| SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 250.30000 1001.20| 240.00000 960.00| DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 467.20000 467.20| 450.00000 450.00| SIGNAL SERVICE | | | 0084 805-78467 15.000 m | 8.13000 121.95| 7.50000 112.50| SIGNAL CABLE, 3C 8GA. | | | 0085 805-78485 77.000 m | 7.11000 547.47| 6.75000 519.75| SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 180.000 m | 6.92000 1245.60| 6.50000 1170.00| SIGNAL CABLE, 7C 14GA. | | | 0087 805-78510 2036.000 m | 4.04000 8225.44| 4.00000 8144.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0088 805-78785 11.000 EACH| 786.93000 8656.23| 750.00000 8250.00| SIGNAL DETECTOR HOUSING | | | 0089 805-78795 343.000 m | 24.95000 8557.85| 24.00000 8232.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-81032 4.000 EACH| 2391.83000 9567.32| 2250.00000 9000.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0091 805-92504 8.000 EACH| 212.15000 1697.20| 200.00000 1600.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0092 808-06703 4882.000 m | 0.89000 4344.98| 0.90000 4393.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-75240 225.000 m | 0.89000 200.25| 0.90000 202.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0094 808-75245 4046.000 m | 0.89000 3600.94| 0.90000 3641.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75278 124.000 m | 7.33000 908.92| 7.00000 868.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0096 808-75297 73.000 m | 9.16000 668.68| 10.00000 730.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0097 808-75320 12.000 EACH| 55.51000 666.12| 60.00000 720.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 12.000 EACH| 66.61000 799.32| 70.00000 840.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,577,194.72 ROUTE : SR 236 CALL ORDER : 141 CONTRACT ID : R -25541-A COUNTIES : MADISON LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-1364963 | |TSCHUOR, GALE COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 808-75996 77.000 EACH| 13.99000 1077.23| 15.00000 1155.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0100 808-75998 77.000 EACH| 31.72000 2442.44| 37.50000 2887.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0101 401-05437 3333.000 Mg | 39.41000 131353.53| 38.50000 128320.50| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0102 401-05455 3608.100 Mg | 38.36000 138406.72| 36.50000 131695.65| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0103 401-05456 1639.800 Mg | 52.68000 86384.66| 49.50000 81170.10| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0104 401-05459 1646.500 Mg | 48.29000 79509.49| 36.00000 59274.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0105 805-78925 1.000 EACH| 1103.43000 1103.43| 1100.00000 1100.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0106 402-05495 2564.000 Mg | 41.08000 105329.12| 35.50000 91022.00| HMA WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,901,988.96| $ 1,944,430.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,901,988.96| $ 1,944,430.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 151 CONTRACT ID : R -25633-A COUNTIES : VIGO LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 985,672.54 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N877014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,921,516.45 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 3,144,817.64 107.6433% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,398,999.00 116.3436% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1500.00000 15000.00| 1430.00000 14300.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 54000.00000 54000.00| 44660.00000 44660.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 145000.00000 145000.00| 150000.00000 150000.00| 171680.00000 171680.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 42300.00000 42300.00| 43174.94000 43174.94 CLEARING RIGHT OF WAY | | | 0005 202-02245 1.000 EACH| 75.00000 75.00| 105.00000 105.00| 27.40000 27.40 TREE, 150 mm, REMOVE | | | 0006 202-02250 3.000 EACH| 150.00000 450.00| 155.00000 465.00| 110.00000 330.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 5.000 EACH| 275.00000 1375.00| 210.00000 1050.00| 165.00000 825.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 4.000 EACH| 400.00000 1600.00| 365.00000 1460.00| 355.00000 1420.00 TREE, 760 mm, REMOVE | | | 0009 202-60820 1921.500 m2 | 2.75000 5284.13| 5.60000 10760.40| 5.60000 10760.40 SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 1315.00000 1315.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 203-02000 14922.000 m3 | 13.00000 193986.00| 14.50000 216369.00| 18.15000 270834.30 EXCAVATION, COMMON | | | 0012 205-02237 88.000 EACH| 35.00000 3080.00| 35.00000 3080.00| 38.00000 3344.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 210-05533 67.000 EACH| 65.00000 4355.00| 700.00000 46900.00| 71.00000 4757.00 GRATE , FRAME, CURB BOX, REMOVE AND | | | RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 96.900 m3 | 14.90000 1443.81| 20.00000 1938.00| 16.25000 1574.63 B BORROW FOR STRUCTURE BACKFILL | | | 0015 215-06458 7204.500 m3 | 7.00000 50431.50| 8.50000 61238.25| 12.00000 86454.00 SUBGRADE, MODIFIED | | | 0016 303-98541 120.400 Mg | 28.00000 3371.20| 18.40000 2215.36| 24.50000 2949.80 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0017 401-05437 13367.900 Mg | 29.00000 387669.10| 32.75000 437798.73| 32.00000 427772.80 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 5193.000 Mg | 32.00000 166176.00| 32.60000 169291.80| 33.50000 173965.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 2504.600 Mg | 39.00000 97679.40| 44.50000 111454.70| 43.00000 107697.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05475 4276.300 Mg | 27.00000 115460.10| 28.10000 120164.03| 25.20000 107762.76 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0021 406-05520 38.090 Mg | 290.00000 11046.10| 420.00000 15997.80| 410.00000 15616.90 ASPHALT FOR TACK COAT | | | 0022 604-06069 182.000 m2 | 55.00000 10010.00| 38.95000 7088.90| 50.00000 9100.00 CURB RAMP, CONCRETE | | | 0023 604-06367 1165.500 m | 1.35000 1573.43| 1.65000 1923.08| 1.65000 1923.08 JOINT MATERIAL | | | 0024 604-91404 5681.000 m2 | 34.00000 193154.00| 36.50000 207356.50| 42.00000 238602.00 SIDEWALK, CONCRETE, 125 mm | | | 0025 605-06140 4242.500 m | 34.00000 144245.00| 40.85000 173306.13| 34.00000 144245.00 CURB AND GUTTER, CONCRETE | | | 0026 610-05527 1617.200 Mg | 49.00000 79242.80| 50.85000 82234.62| 52.00000 84094.40 HMA FOR APPROACHES | | | 0027 611-05330 1174.800 m2 | 43.00000 50516.40| 46.00000 54040.80| 49.00000 57565.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 611-95728 338.500 m2 | 52.00000 17602.00| 54.00000 18279.00| 57.00000 19294.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0029 615-06520 1.000 EACH| 125.00000 125.00| 350.00000 350.00| 220.00000 220.00 MONUMENT, RE-ESTABLISH | | | 0030 621-06567 251.750 kL | 0.55000 138.46| 15.85000 3990.24| 17.00000 4279.75 WATER | | | 0031 621-06570 695.500 m3 | 45.00000 31297.50| 27.55000 19161.03| 30.00000 20865.00 TOP SOIL | | | 0032 621-06575 6954.300 m2 | 4.15000 28860.35| 3.25000 22601.48| 3.60000 25035.48 SODDING, NURSERY | | | 0033 715-05048 3269.000 m | 17.75000 58024.75| 8.65000 28276.85| 19.50000 63745.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05149 232.500 m | 117.90000 27411.75| 116.10000 26993.25| 130.00000 30225.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0035 718-06532 1000.000 m | 3.00000 3000.00| 3.28000 3280.00| 3.30000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0036 718-52610 738.800 m3 | 23.20000 17140.16| 33.20000 24528.16| 25.50000 18839.40 AGGREGATE FOR UNDERDRAINS | | | 0037 718-99153 7907.700 m2 | 0.45000 3558.47| 1.20000 9489.24| 0.50000 3953.85 GEOTEXTILES FOR UNDERDRAIN | | | 0038 720-02810 3.000 EACH| 1578.00000 4734.00| 1410.00000 4230.00| 1750.00000 5250.00 INLET, B5 | | | 0039 720-44000 65.000 EACH| 336.00000 21840.00| 250.00000 16250.00| 214.00000 13910.00 CASTING, ADJUST TO GRADE | | | 0040 720-44070 6.000 EACH| 540.00000 3240.00| 610.00000 3660.00| 595.00000 3570.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0041 720-45045 26.000 EACH| 1331.00000 34606.00| 1215.00000 31590.00| 1460.00000 37960.00 INLET, J10 | | | 0042 720-45275 2.000 EACH| 742.00000 1484.00| 780.00000 1560.00| 815.00000 1630.00 PIPE CATCH BASIN, 600 mm | | | 0043 720-45400 1.000 EACH| 2892.00000 2892.00| 2740.00000 2740.00| 3180.00000 3180.00 MANHOLE, A4 | | | 0044 720-45416 3.000 EACH| 10103.00000 30309.00| 5775.00000 17325.00| 11100.00000 33300.00 MANHOLE, E4 | | | 0045 720-45510 4.000 EACH| 3089.00000 12356.00| 2550.00000 10200.00| 3395.00000 13580.00 MANHOLE, C4, MODIFIED | | | 0046 720-98174 1.000 EACH| 1804.00000 1804.00| 1670.00000 1670.00| 1985.00000 1985.00 INLET, B15 | | | 0047 732-02745 20.000 EACH| 668.00000 13360.00| 1060.00000 21200.00| 735.00000 14700.00 GATE VALVE AND BOX, 200 mm | | | 0048 732-02874 11.000 EACH| 260.00000 2860.00| 165.00000 1815.00| 285.00000 3135.00 CURB STOP AND BOX | | | 0049 732-04751 101.000 EACH| 192.00000 19392.00| 160.00000 16160.00| 210.00000 21210.00 WATER SERVICE | | | 0050 732-04836 2.000 EACH| 1179.00000 2358.00| 1830.00000 3660.00| 1295.00000 2590.00 GATE VALVE | | | 0051 732-91738 75.000 m | 89.40000 6705.00| 107.50000 8062.50| 98.00000 7350.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0052 732-91739 1781.000 m | 92.80000 165276.80| 102.25000 182107.25| 102.00000 181662.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0053 732-91742 11.000 EACH| 2102.00000 23122.00| 3067.00000 33737.00| 2310.00000 25410.00 FIRE HYDRANT | | | 0054 732-93350 1.000 EACH| 4692.00000 4692.00| 3400.00000 3400.00| 5155.00000 5155.00 TAPPING TEE AND VALVE ASSEMBLY, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 732-94780 101.000 EACH| 179.00000 18079.00| 140.00000 14140.00| 200.00000 20200.00 WATER SERVICE CONNECTION | | | 0056 732-96629 1120.000 m | 28.80000 32256.00| 25.15000 28168.00| 32.00000 35840.00 WATER LINE, 25 mm | | | 0057 732-96670 305.000 m | 138.30000 42181.50| 141.90000 43279.50| 152.00000 46360.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0058 732-97009 11.000 EACH| 183.00000 2013.00| 650.00000 7150.00| 200.00000 2200.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0059 801-01093 4.000 EACH| 1150.00000 4600.00| 800.00000 3200.00| 1260.00000 5040.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0060 801-01504 2.000 EACH| 24.00000 48.00| 100.00000 200.00| 26.50000 53.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0061 801-01505 1.000 EACH| 36.00000 36.00| 150.00000 150.00| 40.00000 40.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0062 801-06203 6395.000 m | 0.54000 3453.30| 0.75000 4796.25| 0.60000 3837.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 7668.000 m | 2.56000 19630.08| 2.50000 19170.00| 2.80000 21470.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06216 14.000 m | 2.79000 39.06| 7.50000 105.00| 3.00000 42.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0065 801-06606 39.000 EACH| 128.00000 4992.00| 100.00000 3900.00| 140.00000 5460.00 BARRICADE, IIIB | | | 0066 801-06625 4.000 EACH| 56.00000 224.00| 95.00000 380.00| 60.00000 240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 75.000 EACH| 92.00000 6900.00| 95.00000 7125.00| 100.00000 7500.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 29.000 EACH| 31.00000 899.00| 20.00000 580.00| 34.00000 986.00 CONSTRUCTION SIGN, B | | | 0069 801-06710 600.000 DAY | 10.00000 6000.00| 11.00000 6600.00| 11.00000 6600.00 FLASHING ARROW SIGN | | | 0070 801-06775 LUMP| 25000.00000 25000.00| 17650.00000 17650.00| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0071 801-96518 33.000 m | 4.30000 141.90| 0.75000 24.75| 0.60000 19.80 TEMPORARY PAVEMENT MARKING, BROKEN, | | | WHITE, 100 mm | | | 0072 802-01986 62.700 m | 32.80000 2056.56| 32.80000 2056.56| 36.00000 2257.20 POLE, STEEL GALVANIZED, 59.4 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-05701 248.600 m | 29.52000 7338.67| 29.52000 7338.67| 32.00000 7955.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-76025 25.170 m2 | 129.17000 3251.21| 129.17000 3251.21| 142.00000 3574.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76035 21.150 m2 | 150.69000 3187.09| 150.69000 3187.09| 165.00000 3489.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-97812 38.000 EACH| 75.00000 2850.00| 75.00000 2850.00| 83.00000 3154.00 STREET NAME IDENTIFICATION SIGN | | | 0077 805-01816 3.000 EACH| 550.00000 1650.00| 550.00000 1650.00| 605.00000 1815.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0078 805-01828 24.000 EACH| 50.00000 1200.00| 50.00000 1200.00| 55.00000 1320.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0079 805-01842 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| 550.00000 3850.00 HANDHOLE, SIGNAL | | | 0080 805-01893 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2750.00000 2750.00 MAINTAINING TRAFFIC SIGNAL | | | 0081 805-02037 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| 2310.00000 2310.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0082 805-02069 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2420.00000 2420.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0083 805-02087 LUMP| 600.00000 600.00| 600.00000 600.00| 660.00000 660.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0084 805-02855 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | 0085 805-03979 8.000 EACH| 800.00000 6400.00| 800.00000 6400.00| 880.00000 7040.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0086 805-03980 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 440.00000 3520.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0087 805-03983 4.000 EACH| 3150.00000 12600.00| 3150.00000 12600.00| 3460.00000 13840.00 PHASE SELECTORS | | | 0088 805-03987 7.000 EACH| 1900.00000 13300.00| 1900.00000 13300.00| 2085.00000 14595.00 EMITTER WITH SWITCH AND RANGE CONTROL | | | 0089 805-05673 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 3845.00000 7690.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-06592 908.000 m | 26.24000 23825.92| 26.24000 23825.92| 29.00000 26332.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0091 805-06595 3561.000 m | 6.56000 23360.16| 6.56000 23360.16| 7.00000 24927.00 CONDUIT, PVC, 50 mm | | | 0092 805-78100 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 9340.00000 9340.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 6.000 EACH| 380.00000 2280.00| 380.00000 2280.00| 420.00000 2520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78230 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 605.00000 1210.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78350 8.000 EACH| 380.00000 3040.00| 380.00000 3040.00| 420.00000 3360.00 PEDESTRIAN SIGNAL HEAD, 230 mm | | | 0096 805-78445 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 440.00000 440.00 SIGNAL SERVICE | | | 0097 805-78467 20.000 m | 3.94000 78.80| 3.94000 78.80| 4.50000 90.00 SIGNAL CABLE, 3C 8GA. | | | 0098 805-78470 1660.000 m | 0.66000 1095.60| 0.66000 1095.60| 0.75000 1245.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0099 805-78480 187.000 m | 1.64000 306.68| 1.64000 306.68| 1.80000 336.60 SIGNAL CABLE, 3C 14GA. | | | 0100 805-78485 280.000 m | 2.62000 733.60| 2.62000 733.60| 2.90000 812.00 SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 120.000 m | 2.95000 354.00| 2.95000 354.00| 3.25000 390.00 SIGNAL CABLE, 7C 14GA. | | | 0102 805-78510 690.000 m | 2.30000 1587.00| 2.30000 1587.00| 2.50000 1725.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0103 805-78785 11.000 EACH| 380.00000 4180.00| 380.00000 4180.00| 420.00000 4620.00 SIGNAL DETECTOR HOUSING | | | 0104 805-78795 458.000 m | 26.24000 12017.92| 26.24000 12017.92| 29.00000 13282.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0105 805-78925 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-86810 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2750.00000 5500.00 SERVICE POINT, II | | | 0107 805-86838 18036.000 m | 1.64000 29579.04| 1.64000 29579.04| 1.80000 32464.80 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0108 805-86889 1812.000 m | 0.82000 1485.84| 0.82000 1485.84| 0.90000 1630.80 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-86920 312.000 EACH| 10.00000 3120.00| 10.00000 3120.00| 11.00000 3432.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0110 805-86925 8.000 EACH| 15.00000 120.00| 15.00000 120.00| 16.50000 132.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0111 805-86930 232.000 EACH| 10.00000 2320.00| 10.00000 2320.00| 11.00000 2552.00 INSULATING LINK, NOT WATERPROOFED | | | 0112 805-86935 16.000 EACH| 15.00000 240.00| 15.00000 240.00| 16.50000 264.00 INSULATING LINK, WATERPROOFED | | | 0113 805-92504 4.000 EACH| 125.00000 500.00| 125.00000 500.00| 140.00000 560.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0114 805-96121 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 110.00000 880.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0115 805-98336 3700.000 m | 11.48000 42476.00| 11.48000 42476.00| 12.50000 46250.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0116 807-02191 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 HANDHOLE, LIGHTING | | | 0117 807-02193 24.000 EACH| 550.00000 13200.00| 550.00000 13200.00| 605.00000 14520.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0118 807-04143 86.000 EACH| 900.00000 77400.00| 900.00000 77400.00| 990.00000 85140.00 LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | 0119 807-04653 76.000 EACH| 450.00000 34200.00| 450.00000 34200.00| 495.00000 37620.00 LIGHTING FOUNDATION | | | 0120 807-83648 25.000 EACH| 1000.00000 25000.00| 1000.00000 25000.00| 1100.00000 27500.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0121 807-86615 27.000 EACH| 250.00000 6750.00| 250.00000 6750.00| 275.00000 7425.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0122 807-86910 112.000 EACH| 20.00000 2240.00| 20.00000 2240.00| 22.00000 2464.00 CONNECTOR KIT, UNFUSED | | | 0123 807-86915 112.000 EACH| 22.00000 2464.00| 22.00000 2464.00| 25.00000 2800.00 CONNECTOR KIT, FUSED | | | 0124 807-86950 112.000 EACH| 30.00000 3360.00| 30.00000 3360.00| 33.00000 3696.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0125 807-93647 86.000 EACH| 725.00000 62350.00| 725.00000 62350.00| 800.00000 68800.00 LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,095,410.73 ROUTE : CALL ORDER : 161 CONTRACT ID : R -25679-A COUNTIES : LAKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 808-06701 795.900 m | 1.00000 795.90| 1.00000 795.90| 1.15000 915.29 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0127 808-06703 183.000 m | 1.00000 183.00| 1.00000 183.00| 1.15000 210.45 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0128 808-06716 1000.000 m | 2.54000 2540.00| 0.95000 950.00| 1.40000 1400.00 LINE, REMOVE | | | 0129 808-75245 3183.200 m | 1.00000 3183.20| 1.00000 3183.20| 1.15000 3660.68 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0130 808-75278 167.400 m | 8.50000 1422.90| 8.50000 1422.90| 10.00000 1674.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0131 808-75297 46.000 m | 8.50000 391.00| 8.50000 391.00| 10.00000 460.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0132 808-75300 181.000 m | 2.20000 398.20| 2.20000 398.20| 2.50000 452.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0133 808-75320 7.000 EACH| 64.50000 451.50| 64.50000 451.50| 75.00000 525.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 5.000 EACH| 93.25000 466.25| 93.25000 466.25| 110.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 801-04308 10.000 EACH| 169.00000 1690.00| 200.00000 2000.00| 190.00000 1900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0136 801-06211 3.000 EACH| 42.00000 126.00| 55.00000 165.00| 45.00000 135.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0137 801-06212 2.000 EACH| 72.00000 144.00| 65.00000 130.00| 80.00000 160.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0138 801-06577 14.000 m | 15.74000 220.36| 15.00000 210.00| 20.00000 280.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | SECTION TOTALS | $ 2,921,516.45| $ 3,144,817.64| $ 3,398,999.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,921,516.45| $ 3,144,817.64| $ 3,398,999.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,601.00 ROUTE : CALL ORDER : 171 CONTRACT ID : R -25698-A COUNTIES : PORTER LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9964065 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,526,946.44 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 1,781,822.76 116.6918% 3 35-1035122 GARIUP CONSTRUCTION $ 1,784,000.00 116.8344% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,856,274.92 121.5677% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,955,321.12 128.0543% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1339168 |(3) 35-1035122 |SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO |GARIUP CONSTRUCTION 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 6.000 MOS | 1325.00000 7950.00| 1669.98000 10019.88| 1610.00000 9660.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 75000.00000 75000.00| 25277.89000 25277.89| 27040.00000 27040.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47500.00000 47500.00| 87174.14000 87174.14| 131860.00000 131860.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 75000.00000 75000.00| 75023.32000 75023.32| 95145.80000 95145.80 CLEARING RIGHT OF WAY | | | 0005 203-02000 15000.000 CYS | 11.57000 173550.00| 15.05000 225750.00| 9.21000 138150.00 EXCAVATION, COMMON | | | 0006 205-02224 5000.000 LFT | 2.02000 10100.00| 1.56000 7800.00| 1.62000 8100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 211-02060 200.000 CYS | 22.00000 4400.00| 31.80000 6360.00| 14.56000 2912.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04853 4810.000 TON | 19.30000 92833.00| 19.50000 93795.00| 27.96000 134487.60 COMPACTED AGGREGATE , O, FINES | | | 0010 303-52308 24000.000 TON | 14.20000 340800.00| 18.75000 450000.00| 19.09000 458160.00 COMPACTED AGGREGATE, O, 53 | | | 0011 303-60200 20.000 TON | 450.00000 9000.00| 590.42000 11808.40| 232.99000 4659.80 CALCIUM CHLORIDE FOR COMPACTED AGGREGATE| | | 0012 402-05498 304.000 TON | 55.00000 16720.00| 55.00000 16720.00| 62.40000 18969.60 HMA FOR PARKING AREA | | | 0013 406-05521 1300.000 SYS | 0.50000 650.00| 0.50000 650.00| 1.04000 1352.00 ASPHALT FOR TACK COAT | | | 0014 502-06999 4300.000 SYS | 37.70000 162110.00| 35.25000 151575.00| 47.85000 205755.00 PCCP, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,601.00 ROUTE : CALL ORDER : 171 CONTRACT ID : R -25698-A COUNTIES : PORTER LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1339168 |(3) 35-1035122 |SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 503-05240 1920.000 LFT | 8.35000 16032.00| 10.37000 19910.40| 14.26000 27379.20 D-1 CONTRACTION JOINT | | | 0016 603-01947 14.000 EACH| 450.00000 6300.00| 975.00000 13650.00| 715.41000 10015.74 GATE BARRICADE | | | 0017 605-06120 560.000 LFT | 40.00000 22400.00| 18.92000 10595.20| 23.11000 12941.60 CURB, CONCRETE | | | 0018 616-02320 53700.000 SYS | 0.81000 43497.00| 2.96000 158952.00| 2.24000 120288.00 GEOTEXTILES | | | 0019 616-05689 1000.000 TON | 27.00000 27000.00| 32.35000 32350.00| 36.40000 36400.00 RIPRAP, CLASS 2 | | | 0020 712-04784 1.000 EACH| 90000.00000 90000.00| 31855.61000 31855.61| 8852.80000 8852.80 STRUCTURE , GAZEBO | | | 0021 714-44240 7.600 CYS | 675.00000 5130.00| 1006.81000 7651.76| 849.51000 6456.28 CONCRETE, A, STRUCTURES | | | 0023 715-05244 40.000 LFT | 120.00000 4800.00| 185.97000 7438.80| 72.80000 2912.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0024 801-04308 12.000 EACH| 76.00000 912.00| 76.00000 912.00| 79.04000 948.48 ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06606 4.000 EACH| 60.00000 240.00| 60.00000 240.00| 62.40000 249.60 BARRICADE, IIIB | | | 0026 801-06640 14.000 EACH| 49.00000 686.00| 49.00000 686.00| 50.96000 713.44 CONSTRUCTION SIGN, A | | | 0027 802-03821 38.000 EACH| 125.00000 4750.00| 150.00000 5700.00| 208.00000 7904.00 SIGN, SHEET WITH LEGEND | | | 0028 802-04132 27.000 EACH| 275.00000 7425.00| 80.00000 2160.00| 104.00000 2808.00 ONE HALF MILE MARKER , QUARTER MILE | | | MARKER | | | 0029 802-04250 14.000 EACH| 500.00000 7000.00| 2120.00000 29680.00| 1040.00000 14560.00 SIGN, TRAIL INFORMATION | | | 0030 808-03439 392.000 LFT | 2.15000 842.80| 2.15000 842.80| 8.32000 3261.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0031 808-06713 586.000 LFT | 0.24000 140.64| 0.24000 140.64| 0.25000 146.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-97222 3.000 EACH| 26.00000 78.00| 26.00000 78.00| 27.04000 81.12 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0033 108-01614 LUMP| 8000.00000 8000.00| 18223.00000 18223.00| 18050.00000 18050.00 PARTNERING OVERHEAD | | | 0034 801-06775 LUMP| 75000.00000 75000.00| 74767.12000 74767.12| 24960.00000 24960.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,601.00 ROUTE : CALL ORDER : 171 CONTRACT ID : R -25698-A COUNTIES : PORTER LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1339168 |(3) 35-1035122 |SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 603-97461 97000.000 LFT | 1.80000 174600.00| 1.75000 169750.00| 2.34000 226980.00 TEMPORARY FENCE | | | 0036 501-04771 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3120.00000 3120.00 CORING CONCRETE PAVEMENT | | | 0037 715-04612 60.000 LFT | 225.00000 13500.00| 521.43000 31285.80| 312.00000 18720.00 PIPE , TYPE 1, CIRCULAR, 96 IN. | | | SECTION TOTALS | $ 1,526,946.44| $ 1,781,822.76| $ 1,784,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,526,946.44| $ 1,781,822.76| $ 1,784,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,601.00 ROUTE : CALL ORDER : 171 CONTRACT ID : R -25698-A COUNTIES : PORTER LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1582109 | |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION| 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 6.000 MOS | 1800.00000 10800.00| 1891.75000 11350.50| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 44700.00000 44700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92000.00000 92000.00| 97691.03000 97691.03| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 49695.48000 49695.48| 47368.73000 47368.73| CLEARING RIGHT OF WAY | | | 0005 203-02000 15000.000 CYS | 25.00000 375000.00| 22.50000 337500.00| EXCAVATION, COMMON | | | 0006 205-02224 5000.000 LFT | 1.56000 7800.00| 1.56000 7800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 211-02060 200.000 CYS | 30.00000 6000.00| 52.36000 10472.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04853 4810.000 TON | 28.50000 137085.00| 27.74000 133429.40| COMPACTED AGGREGATE , O, FINES | | | 0010 303-52308 24000.000 TON | 28.00000 672000.00| 19.43000 466320.00| COMPACTED AGGREGATE, O, 53 | | | 0011 303-60200 20.000 TON | 500.00000 10000.00| 827.93000 16558.60| CALCIUM CHLORIDE FOR COMPACTED AGGREGATE| | | 0012 402-05498 304.000 TON | 50.00000 15200.00| 70.00000 21280.00| HMA FOR PARKING AREA | | | 0013 406-05521 1300.000 SYS | 0.50000 650.00| 1.00000 1300.00| ASPHALT FOR TACK COAT | | | 0014 502-06999 4300.000 SYS | 30.00000 129000.00| 52.23000 224589.00| PCCP, 8 IN. | | | 0015 503-05240 1920.000 LFT | 10.00000 19200.00| 7.69000 14764.80| D-1 CONTRACTION JOINT | | | 0016 603-01947 14.000 EACH| 350.00000 4900.00| 1238.96000 17345.44| GATE BARRICADE | | | 0017 605-06120 560.000 LFT | 20.00000 11200.00| 8.77000 4911.20| CURB, CONCRETE | | | 0018 616-02320 53700.000 SYS | 0.85000 45645.00| 2.11000 113307.00| GEOTEXTILES | | | 0019 616-05689 1000.000 TON | 30.00000 30000.00| 59.08000 59080.00| RIPRAP, CLASS 2 | | | 0020 712-04784 1.000 EACH| 15000.00000 15000.00| 27186.35000 27186.35| STRUCTURE , GAZEBO | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,601.00 ROUTE : CALL ORDER : 171 CONTRACT ID : R -25698-A COUNTIES : PORTER LETTING DATE : 10/16/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1582109 | |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 714-44240 7.600 CYS | 650.00000 4940.00| 500.59000 3804.48| CONCRETE, A, STRUCTURES | | | 0023 715-05244 40.000 LFT | 150.00000 6000.00| 61.76000 2470.40| PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0024 801-04308 12.000 EACH| 76.00000 912.00| 350.00000 4200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06606 4.000 EACH| 60.00000 240.00| 135.00000 540.00| BARRICADE, IIIB | | | 0026 801-06640 14.000 EACH| 49.00000 686.00| 105.00000 1470.00| CONSTRUCTION SIGN, A | | | 0027 802-03821 38.000 EACH| 150.00000 5700.00| 197.75000 7514.50| SIGN, SHEET WITH LEGEND | | | 0028 802-04132 27.000 EACH| 80.00000 2160.00| 209.49000 5656.23| ONE HALF MILE MARKER , QUARTER MILE | | | MARKER | | | 0029 802-04250 14.000 EACH| 600.00000 8400.00| 855.59000 11978.26| SIGN, TRAIL INFORMATION | | | 0030 808-03439 392.000 LFT | 2.15000 842.80| 9.10000 3567.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0031 808-06713 586.000 LFT | 0.24000 140.64| 0.50000 293.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-97222 3.000 EACH| 26.00000 78.00| 55.00000 165.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0033 108-01614 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| PARTNERING OVERHEAD | | | 0034 801-06775 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| MAINTAINING TRAFFIC | | | 0035 603-97461 97000.000 LFT | 1.75000 169750.00| 2.50000 242500.00| TEMPORARY FENCE | | | 0036 501-04771 LUMP| 750.00000 750.00| 600.00000 600.00| CORING CONCRETE PAVEMENT | | | 0037 715-04612 60.000 LFT | 200.00000 12000.00| 101.80000 6108.00| PIPE , TYPE 1, CIRCULAR, 96 IN. | | | SECTION TOTALS | $ 1,856,274.92| $ 1,955,321.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,856,274.92| $ 1,955,321.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/17/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0566002 0566002 0566003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 1,646,759.23 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,774,434.66 107.7531% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,843,521.43 111.9484% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,894,900.00 115.0684% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06790 12.000 MOS | 950.00000 11400.00| 1350.00000 16200.00| 785.00000 9420.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 29000.00000 29000.00| 26114.00000 26114.00| 36000.00000 36000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 82000.00000 82000.00| 54000.00000 54000.00| 92000.00000 92000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26000.00000 26000.00| 33000.00000 33000.00| 36000.00000 36000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 3674.000 m2 | 2.20000 8082.80| 2.80000 10287.20| 6.00000 22044.00 PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 8300.00000 8300.00| 10200.00000 10200.00| 6900.00000 6900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0007 202-03000 LUMP| 8500.00000 8500.00| 10600.00000 10600.00| 18900.00000 18900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-03000 LUMP| 0.01000 0.01| 0.01000 0.01| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0009 202-03000 LUMP| 28000.00000 28000.00| 34400.00000 34400.00| 23000.00000 23000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0010 202-60820 1797.000 m2 | 3.60000 6469.20| 7.60000 13657.20| 3.00000 5391.00 SURFACE MILLING, ASPHALT | | | 0011 203-02000 13983.000 m3 | 9.50000 132838.50| 11.10000 155211.30| 12.00000 167796.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02020 4785.000 m3 | 10.50000 50242.50| 12.20000 58377.00| 20.00000 95700.00 EXCAVATION, UNCLASSIFIED | | | 0013 203-02045 4262.000 m3 | 5.60000 23867.20| 6.80000 28981.60| 2.95000 12572.90 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 203-02070 3687.000 m3 | 0.01000 36.87| 0.01000 36.87| 2.95000 10876.65 BORROW | | | 0015 205-02224 517.000 m | 5.20000 2688.40| 5.50000 2843.50| 5.00000 2585.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02229 620.000 m | 7.05000 4371.00| 7.80000 4836.00| 7.10000 4402.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02231 94.000 m | 60.00000 5640.00| 62.00000 5828.00| 72.00000 6768.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0018 205-02232 393.000 m3 | 13.00000 5109.00| 15.50000 6091.50| 34.00000 13362.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0019 205-02236 1.000 EACH| 63.00000 63.00| 67.00000 67.00| 60.00000 60.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 211-02060 251.800 m3 | 35.00000 8813.00| 42.00000 10575.60| 15.00000 3777.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 215-06458 3819.000 m3 | 10.50000 40099.50| 13.00000 49647.00| 12.00000 45828.00 SUBGRADE, MODIFIED | | | 0022 303-52308 6103.900 Mg | 10.00000 61039.00| 17.00000 103766.30| 12.00000 73246.80 COMPACTED AGGREGATE, O, 53 | | | 0023 401-05437 7418.000 Mg | 34.00000 252212.00| 32.35000 239972.30| 35.00000 259630.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 3613.700 Mg | 39.00000 140934.30| 36.90000 133345.53| 36.00000 130093.20 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 1346.100 Mg | 53.00000 71343.30| 50.50000 67978.05| 48.00000 64612.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-05459 1319.300 Mg | 36.75000 48484.28| 35.00000 46175.50| 37.50000 49473.75 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0027 401-06264 LUMP| 2300.00000 2300.00| 2200.00000 2200.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0028 402-05470 747.000 Mg | 34.50000 25771.50| 33.00000 24651.00| 31.00000 23157.00 HMA BASE C25.0 mm, MAINLINE | | | 0029 404-05511 5214.400 m2 | 1.05000 5475.12| 1.00000 5214.40| 1.00000 5214.40 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 405-05517 23.290 Mg | 315.00000 7336.35| 300.00000 6987.00| 300.00000 6987.00 ASPHALT FOR PRIME COAT | | | 0031 406-05520 16.380 Mg | 212.00000 3472.56| 200.00000 3276.00| 200.00000 3276.00 ASPHALT FOR TACK COAT | | | 0032 607-06370 282.000 m | 140.00000 39480.00| 160.00000 45120.00| 155.00000 43710.00 PAVED SIDE DITCH, H | | | 0033 610-05527 2242.000 Mg | 49.50000 110979.00| 47.00000 105374.00| 47.00000 105374.00 HMA FOR APPROACHES | | | 0034 611-05330 140.000 m2 | 53.00000 7420.00| 57.00000 7980.00| 28.00000 3920.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 611-06497 27.000 EACH| 178.00000 4806.00| 190.00000 5130.00| 125.00000 3375.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 18.000 EACH| 225.00000 4050.00| 240.00000 4320.00| 140.00000 2520.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 84.000 EACH| 110.00000 9240.00| 120.00000 10080.00| 125.00000 10500.00 RIGHT OF WAY MARKER | | | 0038 615-06505 2.000 EACH| 440.00000 880.00| 470.00000 940.00| 675.00000 1350.00 MONUMENT, B | | | 0039 615-06510 1.000 EACH| 420.00000 420.00| 450.00000 450.00| 450.00000 450.00 MONUMENT, C | | | 0040 616-02320 2819.000 m2 | 1.75000 4933.25| 2.00000 5638.00| 1.50000 4228.50 GEOTEXTILES | | | 0041 616-06405 25.800 Mg | 14.50000 374.10| 18.00000 464.40| 35.00000 903.00 RIPRAP, REVETMENT | | | 0042 616-06451 1185.000 Mg | 14.75000 17478.75| 18.00000 21330.00| 22.00000 26070.00 RIPRAP, UNIFORM | | | 0043 621-01004 18.000 EACH| 470.00000 8460.00| 500.00000 9000.00| 450.00000 8100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 2.500 Mg | 635.00000 1587.50| 675.00000 1687.50| 625.00000 1562.50 FERTILIZER | | | 0045 621-06553 513.000 kg | 6.70000 3437.10| 7.00000 3591.00| 6.75000 3462.75 SEED MIXTURE, R | | | 0046 621-06565 12.200 Mg | 485.00000 5917.00| 520.00000 6344.00| 475.00000 5795.00 MULCHING MATERIAL | | | 0047 621-06567 333.000 kL | 0.58000 193.14| 0.60000 199.80| 0.50000 166.50 WATER | | | 0048 621-06575 16661.000 m2 | 3.10000 51649.10| 3.30000 54981.30| 3.00000 49983.00 SODDING, NURSERY | | | 0049 622-52436 5.000 EACH| 26.00000 130.00| 56.00000 280.00| 25.00000 125.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 715-02397 2.000 EACH| 1250.00000 2500.00| 1400.00000 2800.00| 1550.00000 3100.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0051 715-02628 18.000 EACH| 530.00000 9540.00| 590.00000 10620.00| 475.00000 8550.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0052 715-02629 2.000 EACH| 560.00000 1120.00| 650.00000 1300.00| 850.00000 1700.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0053 715-03475 2.000 EACH| 530.00000 1060.00| 590.00000 1180.00| 450.00000 900.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0054 715-05019 25.000 m | 310.00000 7750.00| 350.00000 8750.00| 175.00000 4375.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0055 715-05048 2332.000 m | 7.60000 17723.20| 8.50000 19822.00| 7.50000 17490.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 214.000 m | 44.00000 9416.00| 49.00000 10486.00| 42.00000 8988.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0057 715-05119 31.000 m | 117.00000 3627.00| 130.00000 4030.00| 95.00000 2945.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0058 715-05121 63.000 m | 71.00000 4473.00| 140.00000 8820.00| 125.00000 7875.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0059 715-05123 31.000 m | 103.00000 3193.00| 145.00000 4495.00| 210.00000 6510.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0060 715-05149 1.500 m | 125.00000 187.50| 140.00000 210.00| 350.00000 525.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05169 266.000 m | 75.00000 19950.00| 85.00000 22610.00| 95.00000 25270.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05171 7.500 m | 108.00000 810.00| 120.00000 900.00| 125.00000 937.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-05173 32.000 m | 144.00000 4608.00| 160.00000 5120.00| 150.00000 4800.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0064 715-05175 16.500 m | 161.00000 2656.50| 180.00000 2970.00| 175.00000 2887.50 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0065 715-46005 28.000 EACH| 285.00000 7980.00| 320.00000 8960.00| 200.00000 5600.00 PIPE END SECTION, 375 mm | | | 0066 715-46010 4.000 EACH| 322.00000 1288.00| 370.00000 1480.00| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0067 715-46020 10.000 EACH| 373.00000 3730.00| 420.00000 4200.00| 400.00000 4000.00 PIPE END SECTION, 600 mm | | | 0068 715-46030 2.000 EACH| 434.00000 868.00| 490.00000 980.00| 500.00000 1000.00 PIPE END SECTION, 750 mm | | | 0069 718-06528 10.000 EACH| 600.00000 6000.00| 670.00000 6700.00| 550.00000 5500.00 OUTLET PROTECTOR, 1 | | | 0070 718-06529 13.000 EACH| 575.00000 7475.00| 650.00000 8450.00| 550.00000 7150.00 OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 718-06532 2000.000 m | 3.00000 6000.00| 4.00000 8000.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0072 718-52610 539.000 m3 | 33.00000 17787.00| 38.00000 20482.00| 27.00000 14553.00 AGGREGATE FOR UNDERDRAINS | | | 0073 718-99153 5131.000 m2 | 1.00000 5131.00| 1.20000 6157.20| 0.85000 4361.35 GEOTEXTILES FOR UNDERDRAIN | | | 0074 720-45030 1.000 EACH| 910.00000 910.00| 1200.00000 1200.00| 950.00000 950.00 INLET, E7 | | | 0075 720-45235 1.000 EACH| 1000.00000 1000.00| 1300.00000 1300.00| 1050.00000 1050.00 CATCH BASIN, E7 | | | 0076 801-04308 9.000 EACH| 168.00000 1512.00| 180.00000 1620.00| 185.00000 1665.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 2785.000 m | 0.41000 1141.85| 0.50000 1392.50| 1.35000 3759.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 1507.000 m | 3.15000 4747.05| 3.50000 5274.50| 3.25000 4897.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06605 24.000 EACH| 63.00000 1512.00| 67.00000 1608.00| 75.00000 1800.00 BARRICADE, IIIA | | | 0080 801-06640 75.000 EACH| 110.00000 8250.00| 120.00000 9000.00| 100.00000 7500.00 CONSTRUCTION SIGN, A | | | 0081 801-06645 37.000 EACH| 37.00000 1369.00| 40.00000 1480.00| 50.00000 1850.00 CONSTRUCTION SIGN, B | | | 0082 801-06775 LUMP| 26000.00000 26000.00| 50000.00000 50000.00| 74500.00000 74500.00 MAINTAINING TRAFFIC | | | 0083 802-05701 66.500 m | 32.50000 2161.25| 30.00000 1995.00| 34.00000 2261.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-05702 13.400 m | 28.00000 375.20| 19.00000 254.60| 27.00000 361.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 5.715 m2 | 161.00000 920.12| 160.00000 914.40| 185.00000 1057.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 7.920 m2 | 153.00000 1211.76| 160.00000 1267.20| 175.00000 1386.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-76350 2.000 EACH| 26.25000 52.50| 19.00000 38.00| 16.00000 32.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0088 805-01815 4.000 EACH| 2350.00000 9400.00| 2000.00000 8000.00| 2250.00000 9000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-01842 5.000 EACH| 613.00000 3065.00| 700.00000 3500.00| 785.00000 3925.00 HANDHOLE, SIGNAL | | | 0090 805-01844 313.000 m | 30.00000 9390.00| 35.00000 10955.00| 31.00000 9703.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0091 805-02202 1.000 EACH| 815.00000 815.00| 650.00000 650.00| 650.00000 650.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0092 805-78100 1.000 EACH| 9025.00000 9025.00| 90.00000 90.00| 11000.00000 11000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 5.000 EACH| 466.00000 2330.00| 470.00000 2350.00| 475.00000 2375.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78230 1.000 EACH| 707.00000 707.00| 750.00000 750.00| 685.00000 685.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0095 805-78415 3.000 EACH| 1200.00000 3600.00| 1900.00000 5700.00| 1100.00000 3300.00 SPAN, CATENARY, AND TETHER | | | 0096 805-78420 3.000 EACH| 200.00000 600.00| 350.00000 1050.00| 250.00000 750.00 DISCONNECT HANGER | | | 0097 805-78445 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 550.00000 1100.00 SIGNAL SERVICE | | | 0098 805-78452 1.000 EACH| 180.00000 180.00| 250.00000 250.00| 1.00000 1.00 SIGNAL CONDUIT RISER, 25 mm | | | 0099 805-78467 17.000 m | 4.50000 76.50| 5.00000 85.00| 3.30000 56.10 SIGNAL CABLE, 3C 8GA. | | | 0100 805-78470 486.000 m | 1.16000 563.76| 1.20000 583.20| 0.35000 170.10 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0101 805-78485 15.000 m | 3.25000 48.75| 4.00000 60.00| 3.60000 54.00 SIGNAL CABLE, 5C 14GA. | | | 0102 805-78490 139.000 m | 3.60000 500.40| 4.00000 556.00| 4.50000 625.50 SIGNAL CABLE, 7C 14GA. | | | 0103 805-78510 418.000 m | 2.90000 1212.20| 4.00000 1672.00| 3.60000 1504.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0104 805-78785 3.000 EACH| 571.00000 1713.00| 400.00000 1200.00| 550.00000 1650.00 SIGNAL DETECTOR HOUSING | | | 0105 805-78795 146.000 m | 28.00000 4088.00| 36.00000 5256.00| 16.00000 2336.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0106 805-78900 1.000 EACH| 2125.00000 2125.00| 350.00000 350.00| 375.00000 375.00 PEDESTAL FOUNDATION, A | | | 0107 805-78925 1.000 EACH| 900.00000 900.00| 620.00000 620.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1418333 |(3) 35-1357381 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-81060 4.000 EACH| 2950.00000 11800.00| 3600.00000 14400.00| 3900.00000 15600.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0109 805-92504 4.000 EACH| 240.00000 960.00| 350.00000 1400.00| 275.00000 1100.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0110 808-06703 481.000 m | 1.10000 529.10| 1.20000 577.20| 1.25000 601.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0111 808-06713 3846.000 m | 0.23000 884.58| 0.25000 961.50| 1.00000 3846.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0112 808-06716 940.000 m | 1.55000 1457.00| 2.00000 1880.00| 3.00000 2820.00 LINE, REMOVE | | | 0113 808-75240 81.000 m | 1.18000 95.58| 1.25000 101.25| 1.25000 101.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0114 808-75245 2467.000 m | 1.10000 2713.70| 1.25000 3083.75| 1.25000 3083.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0115 808-75278 148.000 m | 5.00000 740.00| 5.50000 814.00| 6.00000 888.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0116 808-75290 51.000 m | 10.00000 510.00| 10.50000 535.50| 11.00000 561.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0117 808-75297 91.000 m | 10.00000 910.00| 10.50000 955.50| 11.00000 1001.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0118 808-75320 11.000 EACH| 46.00000 506.00| 50.00000 550.00| 60.00000 660.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0119 808-75325 8.000 EACH| 59.00000 472.00| 60.00000 480.00| 80.00000 640.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0120 808-75996 91.000 EACH| 12.00000 1092.00| 12.50000 1137.50| 15.00000 1365.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0121 808-75998 111.000 EACH| 24.60000 2730.60| 50.00000 5550.00| 32.00000 3552.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0122 808-92027 1254.000 m | 2.20000 2758.80| 2.50000 3135.00| 2.50000 3135.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,646,759.23| $ 1,774,434.66| $ 1,843,521.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,646,759.23| $ 1,774,434.66| $ 1,843,521.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06790 12.000 MOS | 1800.00000 21600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 35700.00000 35700.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 85000.00000 85000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 37716.42000 37716.42| | CLEARING RIGHT OF WAY | | | 0005 202-02240 3674.000 m2 | 6.50000 23881.00| | PAVEMENT, REMOVE | | | 0006 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0007 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-03000 LUMP| 1500.00000 1500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0009 202-03000 LUMP| 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0010 202-60820 1797.000 m2 | 4.00000 7188.00| | SURFACE MILLING, ASPHALT | | | 0011 203-02000 13983.000 m3 | 12.40000 173389.20| | EXCAVATION, COMMON | | | 0012 203-02020 4785.000 m3 | 12.40000 59334.00| | EXCAVATION, UNCLASSIFIED | | | 0013 203-02045 4262.000 m3 | 5.00000 21310.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 203-02070 3687.000 m3 | 0.01000 36.87| | BORROW | | | 0015 205-02224 517.000 m | 5.15000 2662.55| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02229 620.000 m | 7.40000 4588.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02231 94.000 m | 50.00000 4700.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02232 393.000 m3 | 38.00000 14934.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0019 205-02236 1.000 EACH| 63.00000 63.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 211-02060 251.800 m3 | 20.00000 5036.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0021 215-06458 3819.000 m3 | 11.00000 42009.00| | SUBGRADE, MODIFIED | | | 0022 303-52308 6103.900 Mg | 11.40000 69584.46| | COMPACTED AGGREGATE, O, 53 | | | 0023 401-05437 7418.000 Mg | 42.00000 311556.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 3613.700 Mg | 42.00000 151775.40| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 1346.100 Mg | 60.00000 80766.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-05459 1319.300 Mg | 42.00000 55410.60| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0027 401-06264 LUMP| 2600.00000 2600.00| | PROFILOGRAPH, HMA | | | 0028 402-05470 747.000 Mg | 31.00000 23157.00| | HMA BASE C25.0 mm, MAINLINE | | | 0029 404-05511 5214.400 m2 | 2.50000 13036.00| | SEAL COAT, 2 | | | 0030 405-05517 23.290 Mg | 400.00000 9316.00| | ASPHALT FOR PRIME COAT | | | 0031 406-05520 16.380 Mg | 200.00000 3276.00| | ASPHALT FOR TACK COAT | | | 0032 607-06370 282.000 m | 165.00000 46530.00| | PAVED SIDE DITCH, H | | | 0033 610-05527 2242.000 Mg | 42.00000 94164.00| | HMA FOR APPROACHES | | | 0034 611-05330 140.000 m2 | 45.00000 6300.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 611-06497 27.000 EACH| 126.00000 3402.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 18.000 EACH| 141.75000 2551.50| | MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 615-06490 84.000 EACH| 126.00000 10584.00| | RIGHT OF WAY MARKER | | | 0038 615-06505 2.000 EACH| 682.00000 1364.00| | MONUMENT, B | | | 0039 615-06510 1.000 EACH| 450.00000 450.00| | MONUMENT, C | | | 0040 616-02320 2819.000 m2 | 1.80000 5074.20| | GEOTEXTILES | | | 0041 616-06405 25.800 Mg | 65.00000 1677.00| | RIPRAP, REVETMENT | | | 0042 616-06451 1185.000 Mg | 40.00000 47400.00| | RIPRAP, UNIFORM | | | 0043 621-01004 18.000 EACH| 472.50000 8505.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 2.500 Mg | 635.00000 1587.50| | FERTILIZER | | | 0045 621-06553 513.000 kg | 6.70000 3437.10| | SEED MIXTURE, R | | | 0046 621-06565 12.200 Mg | 485.00000 5917.00| | MULCHING MATERIAL | | | 0047 621-06567 333.000 kL | 0.58000 193.14| | WATER | | | 0048 621-06575 16661.000 m2 | 3.10000 51649.10| | SODDING, NURSERY | | | 0049 622-52436 5.000 EACH| 26.25000 131.25| | SIGN, DO NOT MOW OR SPRAY | | | 0050 715-02397 2.000 EACH| 1490.00000 2980.00| | SAFETY METAL END SECTION, 4:1, 900 mm | | | 0051 715-02628 18.000 EACH| 350.00000 6300.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0052 715-02629 2.000 EACH| 480.00000 960.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0053 715-03475 2.000 EACH| 315.00000 630.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0054 715-05019 25.000 m | 140.00000 3500.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0055 715-05048 2332.000 m | 9.00000 20988.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05053 214.000 m | 36.75000 7864.50| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-05119 31.000 m | 80.00000 2480.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0058 715-05121 63.000 m | 83.00000 5229.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0059 715-05123 31.000 m | 76.00000 2356.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0060 715-05149 1.500 m | 170.00000 255.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05169 266.000 m | 54.00000 14364.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05171 7.500 m | 67.00000 502.50| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-05173 32.000 m | 83.00000 2656.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0064 715-05175 16.500 m | 111.00000 1831.50| | PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0065 715-46005 28.000 EACH| 255.00000 7140.00| | PIPE END SECTION, 375 mm | | | 0066 715-46010 4.000 EACH| 275.00000 1100.00| | PIPE END SECTION, 450 mm | | | 0067 715-46020 10.000 EACH| 315.00000 3150.00| | PIPE END SECTION, 600 mm | | | 0068 715-46030 2.000 EACH| 390.00000 780.00| | PIPE END SECTION, 750 mm | | | 0069 718-06528 10.000 EACH| 650.00000 6500.00| | OUTLET PROTECTOR, 1 | | | 0070 718-06529 13.000 EACH| 650.00000 8450.00| | OUTLET PROTECTOR, 2 | | | 0071 718-06532 2000.000 m | 3.15000 6300.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0072 718-52610 539.000 m3 | 36.75000 19808.25| | AGGREGATE FOR UNDERDRAINS | | | 0073 718-99153 5131.000 m2 | 2.10000 10775.10| | GEOTEXTILES FOR UNDERDRAIN | | | 0074 720-45030 1.000 EACH| 1300.00000 1300.00| | INLET, E7 | | | 0075 720-45235 1.000 EACH| 1300.00000 1300.00| | CATCH BASIN, E7 | | | 0076 801-04308 9.000 EACH| 168.00000 1512.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 2785.000 m | 0.41000 1141.85| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06207 1507.000 m | 3.16000 4762.12| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06605 24.000 EACH| 63.00000 1512.00| | BARRICADE, IIIA | | | 0080 801-06640 75.000 EACH| 110.25000 8268.75| | CONSTRUCTION SIGN, A | | | 0081 801-06645 37.000 EACH| 36.75000 1359.75| | CONSTRUCTION SIGN, B | | | 0082 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0083 802-05701 66.500 m | 33.60000 2234.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-05702 13.400 m | 27.30000 365.82| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 5.715 m2 | 178.00000 1017.27| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 7.920 m2 | 168.00000 1330.56| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-76350 2.000 EACH| 26.25000 52.50| | DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0088 805-01815 4.000 EACH| 2260.00000 9040.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0089 805-01842 5.000 EACH| 787.00000 3935.00| | HANDHOLE, SIGNAL | | | 0090 805-01844 313.000 m | 31.00000 9703.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0091 805-02202 1.000 EACH| 630.00000 630.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0092 805-78100 1.000 EACH| 10500.00000 10500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 5.000 EACH| 462.00000 2310.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78230 1.000 EACH| 682.50000 682.50| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-78415 3.000 EACH| 1050.00000 3150.00| | SPAN, CATENARY, AND TETHER | | | 0096 805-78420 3.000 EACH| 262.50000 787.50| | DISCONNECT HANGER | | | 0097 805-78445 2.000 EACH| 525.00000 1050.00| | SIGNAL SERVICE | | | 0098 805-78452 1.000 EACH| 1.05000 1.05| | SIGNAL CONDUIT RISER, 25 mm | | | 0099 805-78467 17.000 m | 3.15000 53.55| | SIGNAL CABLE, 3C 8GA. | | | 0100 805-78470 486.000 m | 0.37000 179.82| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0101 805-78485 15.000 m | 3.68000 55.20| | SIGNAL CABLE, 5C 14GA. | | | 0102 805-78490 139.000 m | 4.41000 612.99| | SIGNAL CABLE, 7C 14GA. | | | 0103 805-78510 418.000 m | 3.41000 1425.38| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0104 805-78785 3.000 EACH| 525.00000 1575.00| | SIGNAL DETECTOR HOUSING | | | 0105 805-78795 146.000 m | 16.80000 2452.80| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0106 805-78900 1.000 EACH| 367.50000 367.50| | PEDESTAL FOUNDATION, A | | | 0107 805-78925 1.000 EACH| 525.00000 525.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0108 805-81060 4.000 EACH| 3780.00000 15120.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0109 805-92504 4.000 EACH| 262.50000 1050.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0110 808-06703 481.000 m | 1.10000 529.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0111 808-06713 3846.000 m | 0.23000 884.58| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0112 808-06716 940.000 m | 1.54000 1447.60| | LINE, REMOVE | | | 0113 808-75240 81.000 m | 1.17000 94.77| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0114 808-75245 2467.000 m | 1.10000 2713.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 181 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,618.70 ROUTE : SR 45 CALL ORDER : 181 CONTRACT ID : R -25725-A COUNTIES : MONROE LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 808-75278 148.000 m | 5.00000 740.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0116 808-75290 51.000 m | 10.00000 510.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0117 808-75297 91.000 m | 10.00000 910.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0118 808-75320 11.000 EACH| 46.00000 506.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0119 808-75325 8.000 EACH| 59.00000 472.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0120 808-75996 91.000 EACH| 4.00000 364.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0121 808-75998 111.000 EACH| 24.00000 2664.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0122 808-92027 1254.000 m | 2.20000 2758.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,894,900.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,894,900.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 551,933.80 ROUTE : I-465 CALL ORDER : 191 CONTRACT ID : R -25768-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/14/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654353 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 307,476.20 100.0000% 2 35-1931704 BRUNS LAWNSCAPE, INC. $ 312,091.65 101.5010% 3 35-1310863 JACOBI SODDING SERVICE $ 350,327.17 113.9363% ==================================================================================================================================== |(1) 35-1990156 |(2) 35-1931704 |(3) 35-1310863 |EARTH IMAGES, INC. |BRUNS LAWNSCAPE, INC. |JACOBI SODDING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0002 105-06845 LUMP| 4100.00000 4100.00| 6760.00000 6760.00| 14150.00000 14150.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3500.00000 3500.00| 7250.00000 7250.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 621-06545 1.800 Mg | 1400.00000 2520.00| 497.22000 895.00| 710.00000 1278.00 FERTILIZER 11-28-24 | | | 0005 621-06567 3000.000 kL | 3.55000 10650.00| 0.20000 600.00| 5.00000 15000.00 WATER | | | 0006 621-52391 37.840 kg | 39.50000 1494.68| 528.54000 19999.95| 68.95000 2609.07 SEED MIXTURE, GRASS NO MOW | | | 0007 621-92968 6.840 kg | 312.00000 2134.08| 986.84000 6750.00| 861.70000 5894.03 SEED MIXTURE, WILD FLOWER | | | 0008 621-92968 6.840 kg | 181.00000 1238.04| 812.50000 5557.50| 303.30000 2074.57 SEED MIXTURE, WILD FLOWER ANNUAL MIX | | | 0009 622-05627 294.000 EACH| 373.00000 109662.00| 415.25000 122083.50| 420.00000 123480.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0010 622-05642 398.000 EACH| 110.00000 43780.00| 48.95000 19482.10| 70.00000 27860.00 PLANT, DECIDUOUS SHRUB, OVER 1200 mm | | | 0011 622-05645 122.000 EACH| 208.00000 25376.00| 168.75000 20587.50| 260.00000 31720.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0012 622-05650 126.000 EACH| 357.00000 44982.00| 294.10000 37056.60| 420.00000 52920.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0013 622-05654 6930.000 EACH| 3.58000 24809.40| 3.35000 23215.50| 3.55000 24601.50 PLANT, PERENNIAL PLUG PLANTING | | | 0014 622-52436 10.000 EACH| 37.00000 370.00| 40.00000 400.00| 28.00000 280.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 551,933.80 ROUTE : I-465 CALL ORDER : 191 CONTRACT ID : R -25768-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1990156 |(2) 35-1931704 |(3) 35-1310863 |EARTH IMAGES, INC. |BRUNS LAWNSCAPE, INC. |JACOBI SODDING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06645 12.000 EACH| 90.00000 1080.00| 92.00000 1104.00| 105.00000 1260.00 CONSTRUCTION SIGN, B | | | 0016 802-04893 30.000 EACH| 26.00000 780.00| 35.00000 1050.00| 40.00000 1200.00 REFERENCE POST 152mm STEEL U CHANNEL | | | 0017 105-06790 20.000 MOS | 1550.00000 31000.00| 1965.00000 39300.00| 1200.00000 24000.00 FIELD OFFICE, 27.9 m2 | | | SECTION TOTALS | $ 307,476.20| $ 312,091.65| $ 350,327.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,476.20| $ 312,091.65| $ 350,327.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 211 CONTRACT ID : R -25824-A COUNTIES : ALLEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1559623 HAMILTON HUNTER BUILDERS INC $ 1,112,000.00 100.0000% 2 35-0946298 WEIGAND CONSTRUCTION COMPANY, INC. $ 1,158,000.00 104.1366% 3 35-1859687 HAGERMAN, INC. $ 1,238,800.00 111.4028% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,470,287.23 132.2200% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,320.56 ROUTE : CR 36 AND CR 261 CALL ORDER : 221 CONTRACT ID : R -25868-A COUNTIES : CRAWFORD LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9913007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. $ 469,980.93 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 479,859.80 102.1019% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 598,042.10 127.2481% ==================================================================================================================================== |(1) 35-0958970 |(2) 35-0626844 |(3) 35-1618530 |LUTGRING BROTHERS, INC. |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| 1500.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 9500.00000 9500.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 24500.00000 24500.00| 29900.00000 29900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| 55000.00000 55000.00| 42000.00000 42000.00 CLEARING RIGHT OF WAY | | | 0005 202-96133 36.000 LFT | 12.90000 464.40| 15.00000 540.00| 20.00000 720.00 PIPE, REMOVE | | | 0007 203-02020 13791.000 CYS | 9.50000 131014.50| 8.00000 110328.00| 9.30000 128256.30 EXCAVATION, UNCLASSIFIED | | | 0008 203-91878 170.000 LFT | 3.00000 510.00| 15.00000 2550.00| 8.40000 1428.00 LINEAR DITCH GRADING | | | 0009 207-02045 778.000 CYS | 2.80000 2178.40| 10.00000 7780.00| 14.00000 10892.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 211-02060 428.000 CYS | 28.50000 12198.00| 12.00000 5136.00| 25.00000 10700.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 9133.000 TON | 12.00000 109596.00| 12.50000 114162.50| 17.40000 158914.20 COMPACTED AGGREGATE, O, 53 | | | 0012 303-52309 494.000 TON | 9.35000 4618.90| 14.00000 6916.00| 22.50000 11115.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 402-05474 1574.000 TON | 33.00000 51942.00| 33.00000 51942.00| 34.70000 54617.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 720.000 TON | 35.50000 25560.00| 35.50000 25560.00| 37.00000 26640.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 10423.000 SYS | 0.60000 6253.80| 0.60000 6253.80| 0.60000 6253.80 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,320.56 ROUTE : CR 36 AND CR 261 CALL ORDER : 221 CONTRACT ID : R -25868-A COUNTIES : CRAWFORD LETTING DATE : 10/16/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0958970 |(2) 35-0626844 |(3) 35-1618530 |LUTGRING BROTHERS, INC. |RUDOLPH, J.H. & CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 616-02320 150.000 SYS | 1.75000 262.50| 12.00000 1800.00| 2.00000 300.00 GEOTEXTILES | | | 0017 616-06451 576.000 TON | 16.50000 9504.00| 20.00000 11520.00| 20.00000 11520.00 RIPRAP, UNIFORM | | | 0018 621-02770 6800.000 SYS | 1.70000 11560.00| 1.70000 11560.00| 2.75000 18700.00 EROSION CONTROL BLANKET | | | 0019 621-04258 100.000 LBS | 26.45000 2645.00| 26.50000 2650.00| 18.00000 1800.00 SEED MIXTURE FOREST SERVICE MIX | | | 0020 621-06565 5.000 TON | 480.00000 2400.00| 500.00000 2500.00| 550.00000 2750.00 MULCHING MATERIAL | | | 0021 715-05121 215.000 LFT | 18.75000 4031.25| 29.00000 6235.00| 42.00000 9030.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0022 715-46010 8.000 EACH| 235.00000 1880.00| 230.00000 1840.00| 280.00000 2240.00 PIPE END SECTION, 18 IN. | | | 0023 801-06605 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| 280.00000 1400.00 BARRICADE, IIIA | | | 0024 801-06640 17.000 EACH| 110.00000 1870.00| 110.00000 1870.00| 140.00000 2380.00 CONSTRUCTION SIGN, A | | | 0026 802-76025 67.250 SFT | 21.90000 1472.78| 22.00000 1479.50| 24.00000 1614.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0027 802-76055 168.000 LFT | 3.95000 663.60| 4.00000 672.00| 4.50000 756.00 SIGN POST, A | | | 0028 205-06937 3700.000 LFT | 1.00000 3700.00| 1.45000 5365.00| 2.50000 9250.00 TEMPORARY SILT FENCE | | | 0029 621-01004 2.000 EACH| 1.65000 3.30| 700.00000 1400.00| 520.00000 1040.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.750 TON | 590.00000 442.50| 600.00000 450.00| 980.00000 735.00 FERTILIZER | | | 0031 621-06565 2.000 TON | 480.00000 960.00| 550.00000 1100.00| 545.00000 1090.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 469,980.93| $ 479,859.80| $ 598,042.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,980.93| $ 479,859.80| $ 598,042.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,735.17 ROUTE : US 27 CALL ORDER : 241 CONTRACT ID : R -25902-A COUNTIES : ADAMS LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 02/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 249900E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1416264 LIMESTONE PRODUCTS, INC. $ 41,260.70 100.0000% 2 35-1991044 JOHNSON COMPANY INC. $ 43,427.45 105.2513% 3 35-1058755 BAKER & SCHULTZ, INC. $ 51,686.00 125.2669% 4 35-1817574 YARDBERRY LANDSCAPE $ 77,790.00 188.5329% 5 35-1267175 FLEMING EXCAVATING, INC. $ 109,157.30 264.5551% ==================================================================================================================================== |(1) 35-1416264 |(2) 35-1991044 |(3) 35-1058755 |LIMESTONE PRODUCTS, INC. |JOHNSON COMPANY INC. |BAKER & SCHULTZ, 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| 28507.50000 28507.50| 27568.00000 27568.00| 30520.00000 30520.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP| 6330.00000 6330.00| 10049.00000 10049.00| 8200.00000 8200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0003 202-03000 LUMP| 4478.00000 4478.00| 4104.45000 4104.45| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0004 621-01004 1.000 EACH| 300.00000 300.00| 600.00000 600.00| 790.00000 790.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 2.000 Mg | 366.85000 733.70| 54.00000 108.00| 260.00000 520.00 FERTILIZER | | | 0006 621-06554 2.000 kg | 13.00000 26.00| 450.00000 900.00| 18.00000 36.00 SEED MIXTURE, U | | | 0007 621-06565 2.000 Mg | 442.75000 885.50| 49.00000 98.00| 310.00000 620.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 41,260.70| $ 43,427.45| $ 51,686.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 41,260.70| $ 43,427.45| $ 51,686.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 63,735.17 ROUTE : US 27 CALL ORDER : 241 CONTRACT ID : R -25902-A COUNTIES : ADAMS LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1267175 | |YARDBERRY LANDSCAPE |FLEMING EXCAVATING, 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| 55000.00000 55000.00| 60510.00000 60510.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0002 202-03000 LUMP| 13000.00000 13000.00| 18000.00000 18000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0003 202-03000 LUMP| 8000.00000 8000.00| 28555.00000 28555.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0004 621-01004 1.000 EACH| 750.00000 750.00| 840.00000 840.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 2.000 Mg | 200.00000 400.00| 277.00000 554.00| FERTILIZER | | | 0006 621-06554 2.000 kg | 20.00000 40.00| 19.15000 38.30| SEED MIXTURE, U | | | 0007 621-06565 2.000 Mg | 300.00000 600.00| 330.00000 660.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 77,790.00| $ 109,157.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,790.00| $ 109,157.30| ====================================================================================================================================