INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/29/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5015004 5015004 5015004 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 10,771,432.47 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 15,228,202.52 141.3758% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 16,337,177.51 151.6713% 4 35-1698047 GRADEX, INC. $ 17,892,164.45 166.1075% ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY RELOCATION | | | 0001 105-06657 18.000 MOS | 100.00000 1800.00| 100.00000 1800.00| 50.00000 900.00 PHONE, CELLULAR , NO. 1 | | | 0002 105-06657 18.000 MOS | 100.00000 1800.00| 100.00000 1800.00| 50.00000 900.00 PHONE, CELLULAR , NO. 2 | | | 0003 105-06657 18.000 MOS | 100.00000 1800.00| 100.00000 1800.00| 50.00000 900.00 PHONE, CELLULAR , NO. 3 | | | 0004 105-06845 LUMP| 150000.00000 150000.00| 209901.75000 209901.75| 175000.00000 175000.00 CONSTRUCTION ENGINEERING | | | 0006 108-01614 LUMP| 12000.00000 12000.00| 7223.32000 7223.32| 13750.00000 13750.00 PARTNERING OVERHEAD | | | 0007 110-01001 LUMP| 540000.00000 540000.00| 200000.00000 200000.00| 823000.00000 823000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP| 210000.00000 210000.00| 170376.41000 170376.41| 329000.00000 329000.00 CLEARING RIGHT OF WAY | | | 0009 202-02271 11.000 EACH| 300.00000 3300.00| 299.46000 3294.06| 275.00000 3025.00 HEADWALL, REMOVE | | | 0010 202-02278 275.000 m | 10.00000 2750.00| 12.93000 3555.75| 28.00000 7700.00 CURB, CONCRETE, REMOVE | | | 0011 202-02279 450.000 m | 10.00000 4500.00| 14.40000 6480.00| 28.00000 12600.00 CURB AND GUTTER, REMOVE | | | 0012 202-02610 5.000 EACH| 400.00000 2000.00| 520.17000 2600.85| 400.00000 2000.00 ROADWAY DRAIN, REMOVE | | | 0013 202-03000 LUMP| 5000.00000 5000.00| 6755.25000 6755.25| 8300.00000 8300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-03000 LUMP| 5000.00000 5000.00| 1981.22000 1981.22| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0016 202-52710 39.300 m2 | 11.00000 432.30| 14.12000 554.92| 15.00000 589.50 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH| 300.00000 1200.00| 254.32000 1017.28| 400.00000 1600.00 INLET, REMOVE | | | 0018 202-93047 2.000 EACH| 500.00000 1000.00| 492.83000 985.66| 595.00000 1190.00 MANHOLE, REMOVE | | | 0019 202-93615 1300.000 m2 | 4.00000 5200.00| 11.49000 14937.00| 15.00000 19500.00 CONCRETE, REMOVE , DRIVEWAYS | | | 0020 202-96133 100.000 m | 40.00000 4000.00| 68.06000 6806.00| 74.00000 7400.00 PIPE, REMOVE | | | 0021 202-96151 LUMP| 3000.00000 3000.00| 3150.17000 3150.17| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0022 202-98488 5.000 EACH| 100.00000 500.00| 127.16000 635.80| 125.00000 625.00 PIPE END SECTION, REMOVE | | | 0023 203-02020 1043793.000 m3 | 3.23000 3371451.39| 7.10000 7410930.30| 7.35000 7671878.55 EXCAVATION, UNCLASSIFIED | | | 0024 205-02231 849.000 m | 34.00000 28866.00| 22.74000 19306.26| 34.00000 28866.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0025 205-02236 30.000 EACH| 41.00000 1230.00| 151.48000 4544.40| 40.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0027 205-06930 7.280 Mg | 41.00000 298.48| 66.49000 484.05| 195.00000 1419.60 SPLASHPAD, RIPRAP | | | 0028 205-06931 1339.000 Mg | 25.00000 33475.00| 35.46000 47480.94| 34.00000 45526.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06932 289.000 m | 10.00000 2890.00| 10.08000 2913.12| 10.00000 2890.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 17.000 EACH| 50.00000 850.00| 151.50000 2575.50| 40.00000 680.00 TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06937 1558.000 m | 4.10000 6387.80| 5.35000 8335.30| 4.25000 6621.50 TEMPORARY SILT FENCE | | | 0032 205-06938 99.000 m | 22.00000 2178.00| 71.81000 7109.19| 55.00000 5445.00 TEMPORARY SLOPE DRAIN | | | 0033 207-07498 57578.000 m2 | 4.00000 230312.00| 8.38000 482503.64| 3.17000 182522.26 SUBGRADE TREATMENT, TYPE A | | | 0034 210-07767 2.000 EACH| 400.00000 800.00| 441.31000 882.62| 800.00000 1600.00 LATERAL , EXISTING, LOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 210-07824 1.000 EACH| 1000.00000 1000.00| 1164.27000 1164.27| 195.00000 195.00 LATERAL CONNECTION, 100 mm, PVC | | | 0036 211-07454 2499.000 m3 | 19.00000 47481.00| 47.85000 119577.15| 18.00000 44982.00 STRUCTURE BACKFILL | | | 0037 213-52830 1200.000 m3 | 55.00000 66000.00| 74.30000 89160.00| 108.00000 129600.00 FLOWABLE MORTAR | | | 0038 301-07448 18677.000 Mg | 14.00000 261478.00| 20.41000 381197.57| 13.00000 242801.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0040 306-08034 4959.000 m2 | 2.10000 10413.90| 1.57000 7785.63| 1.50000 7438.50 MILLING, ASPHALT, 38 mm | | | 0041 306-08043 986.000 m2 | 5.00000 4930.00| 3.60000 3549.60| 1.50000 1479.00 MILLING, TRANSITION | | | 0042 401-06264 LUMP| 15000.00000 15000.00| 10252.14000 10252.14| 4900.00000 4900.00 PROFILOGRAPH, HMA | | | 0046 401-07429 7081.000 Mg | 36.00000 254916.00| 34.97000 247622.57| 35.00000 247835.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0050 402-07453 3039.000 Mg | 55.00000 167145.00| 105.39000 320280.21| 99.00000 300861.00 HMA FOR TEMPORARY PAVEMENT | | | 0051 405-05517 128.000 Mg | 400.00000 51200.00| 403.05000 51590.40| 265.00000 33920.00 ASPHALT FOR PRIME COAT | | | 0052 406-05520 60.200 Mg | 530.00000 31906.00| 460.04000 27694.41| 207.00000 12461.40 ASPHALT FOR TACK COAT | | | 0054 601-01701 1.000 EACH| 1650.00000 1650.00| 1565.00000 1565.00| 1675.00000 1675.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0055 601-02103 26.670 m | 65.00000 1733.55| 52.00000 1386.84| 69.00000 1840.23 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0056 601-04746 4.000 EACH| 6000.00000 24000.00| 7950.00000 31800.00| 5000.00000 20000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0057 601-06854 1.000 EACH| 2300.00000 2300.00| 1900.00000 1900.00| 2450.00000 2450.00 GUARDRAIL, W-BEAM, NESTED | | | 0058 601-94689 3.000 EACH| 2500.00000 7500.00| 2025.00000 6075.00| 3300.00000 9900.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-99105 91.000 m | 45.00000 4095.00| 42.00000 3822.00| 45.00000 4095.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0060 602-06639 274.000 m | 100.00000 27400.00| 92.53000 25353.22| 65.00000 17810.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0061 605-06120 1261.000 m | 34.00000 42874.00| 40.32000 50843.52| 34.00000 42874.00 CURB, CONCRETE | | | 0062 605-06140 473.000 m | 38.00000 17974.00| 52.97000 25054.81| 64.00000 30272.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 605-06145 205.000 m | 38.00000 7790.00| 52.97000 10858.85| 74.00000 15170.00 CURB AND GUTTER, B, CONCRETE | | | 0064 605-06150 365.000 m | 38.00000 13870.00| 52.97000 19334.05| 64.00000 23360.00 CURB AND GUTTER, C, CONCRETE | | | 0065 607-92007 2318.000 m | 250.00000 579500.00| 55.32000 128231.76| 258.00000 598044.00 PAVED SIDE DITCH, L, MODIFIED | | | 0067 611-05330 788.000 m2 | 39.00000 30732.00| 43.99000 34664.12| 54.00000 42552.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 611-05332 615.200 m2 | 42.00000 25838.40| 43.99000 27062.65| 54.00000 33220.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0069 611-06497 18.000 EACH| 150.00000 2700.00| 114.35000 2058.30| 125.00000 2250.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 611-95023 1.000 EACH| 500.00000 500.00| 103.25000 103.25| 2400.00000 2400.00 MAILBOX ASSEMBLY, RESET | | | 0072 615-06490 152.000 EACH| 85.00000 12920.00| 182.88000 27797.76| 85.00000 12920.00 RIGHT OF WAY MARKER | | | 0073 615-06505 38.000 EACH| 520.00000 19760.00| 263.76000 10022.88| 510.00000 19380.00 MONUMENT, B | | | 0074 615-06510 7.000 EACH| 310.00000 2170.00| 258.39000 1808.73| 310.00000 2170.00 MONUMENT, C | | | 0075 616-02320 6808.000 m2 | 1.50000 10212.00| 1.92000 13071.36| 1.45000 9871.60 GEOTEXTILES | | | 0076 616-06451 4012.000 Mg | 25.00000 100300.00| 23.57000 94562.84| 24.00000 96288.00 RIPRAP, UNIFORM | | | 0077 621-01004 8.000 EACH| 600.00000 4800.00| 575.00000 4600.00| 535.00000 4280.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0078 621-06545 10.540 Mg | 550.00000 5797.00| 540.00000 5691.60| 625.00000 6587.50 FERTILIZER | | | 0079 621-06553 2226.000 kg | 6.00000 13356.00| 5.90000 13133.40| 6.75000 15025.50 SEED MIXTURE, R | | | 0080 621-06557 1933.000 kg | 4.25000 8215.25| 4.10000 7925.30| 6.00000 11598.00 SEED MIXTURE, T | | | 0081 621-06565 103.000 Mg | 420.00000 43260.00| 410.00000 42230.00| 425.00000 43775.00 MULCHING MATERIAL | | | 0082 621-06567 285.000 kL | 1.00000 285.00| 1.00000 285.00| 0.69000 196.65 WATER | | | 0083 621-06575 15823.000 m2 | 3.15000 49842.45| 3.10000 49051.30| 4.25000 67247.75 SODDING, NURSERY | | | 0084 621-07618 132978.000 m2 | 8.00000 1063824.00| 8.96000 1191482.88| 8.95000 1190153.10 COMPOST SOIL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 622-52436 20.000 EACH| 30.00000 600.00| 29.00000 580.00| 29.00000 580.00 SIGN, DO NOT MOW OR SPRAY | | | 0086 622-91786 4590.000 EACH| 4.25000 19507.50| 4.10000 18819.00| 7.95000 36490.50 SEEDLING | | | 0087 702-51863 22.000 EACH| 15.00000 330.00| 102.96000 2265.12| 39.00000 858.00 FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-51030 1826.000 kg | 4.50000 8217.00| 2.96000 5404.96| 2.75000 5021.50 REINFORCING STEEL | | | 0089 714-04802 37.000 m2 | 120.00000 4440.00| 418.02000 15466.74| 349.00000 12913.00 CONCRETE MODULAR BLOCK WALL | | | 0090 714-06940 98.000 m | 1400.00000 137200.00| 1466.58000 143724.84| 2654.00000 260092.00 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, 2400 | | | mm X 1500mm | | | 0091 714-44240 45.700 m3 | 880.00000 40216.00| 919.06000 42001.04| 495.00000 22621.50 CONCRETE, A, STRUCTURES | | | 0092 714-93978 33.500 m | 900.00000 30150.00| 990.96000 33197.16| 1195.00000 40032.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0093 714-96642 LUMP| 25000.00000 25000.00| 19751.15000 19751.15| 58245.00000 58245.00 TEMPORARY RETAINING WALL | | | 0094 714-99348 45.000 m | 850.00000 38250.00| 1581.00000 71145.00| 1375.00000 61875.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0095 715-01663 31.000 m | 65.00000 2015.00| 116.73000 3618.63| 95.00000 2945.00 PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0096 715-02876 132.000 m | 27.00000 3564.00| 30.61000 4040.52| 125.00000 16500.00 GRANULAR BACKFILL | | | 0097 715-04612 13.000 m | 65.00000 845.00| 201.59000 2620.67| 99.00000 1287.00 PIPE , 100 mm, DI, WITH POLY WRAP | | | 0098 715-04612 458.000 m | 75.00000 34350.00| 142.08000 65072.64| 89.00000 40762.00 PIPE , 150 mm, DI, WITH POLY WRAP | | | 0099 715-04612 248.000 m | 85.00000 21080.00| 152.70000 37869.60| 109.00000 27032.00 PIPE , 200 mm, DI, WITH POLY WRAP | | | 0100 715-04612 70.000 m | 95.00000 6650.00| 203.30000 14231.00| 124.00000 8680.00 PIPE , 300 mm, DI, WITH POLY WRAP | | | 0102 715-05048 5026.000 m | 7.00000 35182.00| 12.62000 63428.12| 7.95000 39956.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0103 715-05053 569.700 m | 35.00000 19939.50| 34.80000 19825.56| 52.00000 29624.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0104 715-05121 21.000 m | 85.00000 1785.00| 155.06000 3256.26| 148.00000 3108.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 715-05123 136.000 m | 120.00000 16320.00| 174.25000 23698.00| 169.00000 22984.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0106 715-05149 428.780 m | 85.00000 36446.30| 129.76000 55638.49| 134.00000 57456.52 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0107 715-05151 705.000 m | 90.00000 63450.00| 143.66000 101280.30| 139.00000 97995.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0108 715-05152 250.000 m | 100.00000 25000.00| 166.17000 41542.50| 148.00000 37000.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0109 715-05154 8.000 m | 130.00000 1040.00| 211.60000 1692.80| 169.00000 1352.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0110 715-05169 125.000 m | 90.00000 11250.00| 140.76000 17595.00| 139.00000 17375.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0111 715-05173 53.000 m | 130.00000 6890.00| 206.90000 10965.70| 169.00000 8957.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0112 715-06696 11.000 m | 105.00000 1155.00| 287.21000 3159.31| 389.00000 4279.00 PIPE, PVC, 250 mm , SDR 26 | | | 0113 715-06696 159.700 m | 180.00000 28746.00| 476.83000 76149.75| 429.00000 68511.30 PIPE, PVC, 250 mm , SDR 26, WITH | | | GRANULAR FILL | | | 0114 715-06696 107.000 m | 90.00000 9630.00| 324.87000 34761.09| 259.00000 27713.00 PIPE, PVC, 250 mm , SDR 35 | | | 0116 715-46000 5.000 EACH| 190.00000 950.00| 303.03000 1515.15| 200.00000 1000.00 PIPE END SECTION, 300 mm | | | 0117 715-46005 21.000 EACH| 215.00000 4515.00| 320.21000 6724.41| 225.00000 4725.00 PIPE END SECTION, 375 mm | | | 0118 715-46010 3.000 EACH| 235.00000 705.00| 398.93000 1196.79| 275.00000 825.00 PIPE END SECTION, 450 mm | | | 0119 715-46020 13.000 EACH| 300.00000 3900.00| 534.83000 6952.79| 325.00000 4225.00 PIPE END SECTION, 600 mm | | | 0120 718-04986 5.000 EACH| 400.00000 2000.00| 728.43000 3642.15| 185.00000 925.00 CLEANOUT , 150 mm | | | 0121 718-06528 5.000 EACH| 525.00000 2625.00| 100.00000 500.00| 550.00000 2750.00 OUTLET PROTECTOR, 1 | | | 0122 718-06531 13.000 EACH| 450.00000 5850.00| 160.00000 2080.00| 625.00000 8125.00 OUTLET PROTECTOR, 3 | | | 0123 718-06532 5026.000 m | 3.00000 15078.00| 2.00000 10052.00| 3.00000 15078.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0124 718-52610 1273.000 m3 | 31.00000 39463.00| 43.92000 55910.16| 39.00000 49647.00 AGGREGATE FOR UNDERDRAINS | | | 0125 718-99153 9528.000 m2 | 1.00000 9528.00| 1.28000 12195.84| 1.00000 9528.00 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 720-03194 2.000 EACH| 500.00000 1000.00| 352.19000 704.38| 1485.00000 2970.00 MANHOLE , EXISTING, ABANDON | | | 0127 720-03194 1.000 EACH| 950.00000 950.00| 665.08000 665.08| 1895.00000 1895.00 MANHOLE CONNECTION | | | 0128 720-04720 4.000 EACH| 2700.00000 10800.00| 2515.52000 10062.08| 2300.00000 9200.00 MANHOLE, H | | | 0129 720-44000 28.000 EACH| 450.00000 12600.00| 212.38000 5946.64| 275.00000 7700.00 CASTING, ADJUST TO GRADE | | | 0130 720-45010 5.000 EACH| 1020.00000 5100.00| 1486.29000 7431.45| 1100.00000 5500.00 INLET, A3 | | | 0131 720-45030 9.000 EACH| 1020.00000 9180.00| 1685.87000 15172.83| 975.00000 8775.00 INLET, E7 | | | 0132 720-45035 7.000 EACH| 1010.00000 7070.00| 1578.43000 11049.01| 975.00000 6825.00 INLET, F7 | | | 0133 720-45040 1.000 EACH| 1400.00000 1400.00| 2289.79000 2289.79| 1250.00000 1250.00 INLET, G7 | | | 0134 720-45045 7.000 EACH| 1200.00000 8400.00| 1549.11000 10843.77| 1150.00000 8050.00 INLET, J10 | | | 0135 720-45055 1.000 EACH| 1200.00000 1200.00| 1467.92000 1467.92| 1150.00000 1150.00 INLET, M10 | | | 0136 720-45075 7.000 EACH| 1400.00000 9800.00| 1682.89000 11780.23| 1225.00000 8575.00 INLET, R13 | | | 0137 720-45400 3.000 EACH| 1700.00000 5100.00| 1494.85000 4484.55| 1495.00000 4485.00 MANHOLE, A4 | | | 0138 720-45410 12.000 EACH| 1500.00000 18000.00| 1506.59000 18079.08| 1595.00000 19140.00 MANHOLE, C4 | | | 0139 720-45605 3.100 m | 835.00000 2588.50| 1076.98000 3338.64| 995.00000 3084.50 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0140 720-93409 1.000 EACH| 1600.00000 1600.00| 1896.57000 1896.57| 1995.00000 1995.00 INLET, B15, MODIFIED | | | 0141 720-94847 2.000 EACH| 1600.00000 3200.00| 2076.32000 4152.64| 1595.00000 3190.00 INLET, R13, MODIFIED | | | 0142 720-98174 9.000 EACH| 1750.00000 15750.00| 2572.99000 23156.91| 1595.00000 14355.00 INLET, B15 | | | 0143 720-98555 2.000 EACH| 1800.00000 3600.00| 1585.62000 3171.24| 1595.00000 3190.00 INLET, C15 | | | 0144 731-93946 37.000 m2 | 100.00000 3700.00| 418.02000 15466.74| 189.00000 6993.00 WALL ERECTION , MODULAR BLOCK WALL | | | 0145 732-01525 5.000 EACH| 100.00000 500.00| 110.33000 551.65| 50.00000 250.00 VALVE BOX AND COVER, REMOVE | | | 0146 732-03063 1.000 EACH| 2300.00000 2300.00| 2057.43000 2057.43| 1550.00000 1550.00 TAPPING SLEEVE WITH VALVE, 150 mm X 150 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0147 732-03942 3.000 EACH| 2200.00000 6600.00| 1804.94000 5414.82| 2175.00000 6525.00 HYDRANT , H-3 | | | 0148 732-04836 1.000 EACH| 450.00000 450.00| 728.08000 728.08| 400.00000 400.00 GATE VALVE , 100 mm | | | 0149 732-04836 3.000 EACH| 525.00000 1575.00| 760.28000 2280.84| 600.00000 1800.00 GATE VALVE , 150 mm | | | 0150 732-04837 1.000 EACH| 100.00000 100.00| 474.05000 474.05| 200.00000 200.00 PLUG , 100 mm | | | 0151 732-04837 4.000 EACH| 125.00000 500.00| 479.41000 1917.64| 225.00000 900.00 PLUG , 150 mm | | | 0152 732-04837 1.000 EACH| 135.00000 135.00| 595.66000 595.66| 250.00000 250.00 PLUG , 200 mm | | | 0153 732-04837 1.000 EACH| 150.00000 150.00| 601.03000 601.03| 275.00000 275.00 PLUG , 250 mm | | | 0154 732-04837 1.000 EACH| 170.00000 170.00| 691.18000 691.18| 300.00000 300.00 PLUG , 300mm | | | 0155 732-04996 1.000 EACH| 500.00000 500.00| 1006.35000 1006.35| 875.00000 875.00 CUT IN SLEEVE, 100 mm | | | 0156 732-04996 2.000 EACH| 600.00000 1200.00| 1072.48000 2144.96| 900.00000 1800.00 CUT IN SLEEVE, 150 mm | | | 0158 732-05589 1.000 EACH| 300.00000 300.00| 582.41000 582.41| 895.00000 895.00 COUPLING , 250 mm, PVC | | | 0159 732-96948 2.000 EACH| 365.00000 730.00| 1050.07000 2100.14| 800.00000 1600.00 GATE VALVE, 200 mm | | | 0160 801-04308 25.000 EACH| 385.00000 9625.00| 212.38000 5309.50| 395.00000 9875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06203 17770.000 m | 0.45000 7996.50| 0.57000 10128.90| 0.45000 7996.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0162 801-06207 2827.000 m | 3.00000 8481.00| 2.64000 7463.28| 3.00000 8481.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0163 801-06640 44.000 EACH| 200.00000 8800.00| 212.38000 9344.72| 225.00000 9900.00 CONSTRUCTION SIGN, A | | | 0164 801-06645 4.000 EACH| 50.00000 200.00| 145.26000 581.04| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0165 801-06710 750.000 DAY | 15.00000 11250.00| 14.23000 10672.50| 13.00000 9750.00 FLASHING ARROW SIGN | | | 0166 801-06775 LUMP| 60000.00000 60000.00| 76376.53000 76376.53| 68330.00000 68330.00 MAINTAINING TRAFFIC | | | 0167 801-07119 212.400 m | 65.00000 13806.00| 63.48000 13483.15| 64.00000 13593.60 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 801-07612 52.000 m | 7.00000 364.00| 25.22000 1311.44| 7.00000 364.00 TEMPORARY PAVEMENT MARKING, 600 mm | | | 0169 802-04893 2.000 EACH| 100.00000 200.00| 121.32000 242.64| 85.00000 170.00 REFERENCE POST | | | 0170 802-05701 178.200 m | 30.00000 5346.00| 33.00000 5880.60| 26.00000 4633.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0171 802-05703 27.300 m | 20.00000 546.00| 40.00000 1092.00| 17.00000 464.10 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0172 802-76025 23.280 m2 | 105.00000 2444.40| 163.00000 3794.64| 105.00000 2444.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0173 802-76035 24.950 m2 | 110.00000 2744.50| 174.00000 4341.30| 110.00000 2744.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0174 802-76045 7.430 m2 | 140.00000 1040.20| 185.00000 1374.55| 140.00000 1040.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0175 805-01815 4.000 EACH| 2000.00000 8000.00| 2200.00000 8800.00| 1975.00000 7900.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0176 805-01842 8.000 EACH| 765.00000 6120.00| 850.00000 6800.00| 825.00000 6600.00 HANDHOLE, SIGNAL | | | 0177 805-02202 4.000 EACH| 665.00000 2660.00| 930.00000 3720.00| 700.00000 2800.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0178 805-02503 1770.000 m | 0.50000 885.00| 0.36000 637.20| 0.30000 531.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0179 805-02659 LUMP| 1900.00000 1900.00| 2010.00000 2010.00| 1995.00000 1995.00 TRAFFIC COUNTER HARDWARE | | | 0180 805-06592 500.000 m | 50.00000 25000.00| 49.00000 24500.00| 52.00000 26000.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0181 805-78100 1.000 EACH| 7800.00000 7800.00| 7500.00000 7500.00| 8195.00000 8195.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0182 805-78205 6.000 EACH| 400.00000 2400.00| 372.00000 2232.00| 395.00000 2370.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0183 805-78215 2.000 EACH| 425.00000 850.00| 388.00000 776.00| 405.00000 810.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0184 805-78230 2.000 EACH| 600.00000 1200.00| 580.00000 1160.00| 625.00000 1250.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 805-78415 4.000 EACH| 1275.00000 5100.00| 1100.00000 4400.00| 1350.00000 5400.00 SPAN, CATENARY, AND TETHER | | | 0186 805-78420 4.000 EACH| 130.00000 520.00| 245.00000 980.00| 125.00000 500.00 DISCONNECT HANGER | | | 0187 805-78445 1.000 EACH| 420.00000 420.00| 343.00000 343.00| 425.00000 425.00 SIGNAL SERVICE | | | 0188 805-78467 15.000 m | 5.00000 75.00| 7.80000 117.00| 4.95000 74.25 SIGNAL CABLE, 3C 8GA. | | | 0189 805-78485 35.000 m | 4.00000 140.00| 7.40000 259.00| 3.85000 134.75 SIGNAL CABLE, 5C 14GA. | | | 0190 805-78490 265.000 m | 4.25000 1126.25| 7.30000 1934.50| 4.15000 1099.75 SIGNAL CABLE, 7C 14GA. | | | 0191 805-78510 1540.000 m | 3.50000 5390.00| 4.23000 6514.20| 3.45000 5313.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0192 805-78784 15.000 EACH| 125.00000 1875.00| 108.00000 1620.00| 129.00000 1935.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0193 805-78785 6.000 EACH| 400.00000 2400.00| 710.00000 4260.00| 405.00000 2430.00 SIGNAL DETECTOR HOUSING | | | 0194 805-78795 620.000 m | 25.00000 15500.00| 24.00000 14880.00| 26.00000 16120.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0195 805-78925 1.000 EACH| 25.00000 25.00| 1150.00000 1150.00| 25.00000 25.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0196 805-81060 4.000 EACH| 3000.00000 12000.00| 2700.00000 10800.00| 2900.00000 11600.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0197 808-06701 560.000 m | 0.80000 448.00| 0.76000 425.60| 0.85000 476.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0198 808-06703 7909.000 m | 0.80000 6327.20| 0.76000 6010.84| 0.85000 6722.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0199 808-06716 4920.000 m | 0.90000 4428.00| 0.33000 1623.60| 0.95000 4674.00 LINE, REMOVE | | | 0200 808-75240 34.000 m | 0.80000 27.20| 0.76000 25.84| 0.85000 28.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0201 808-75245 8918.000 m | 0.80000 7134.40| 0.76000 6777.68| 0.85000 7580.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0202 808-75297 96.000 m | 10.75000 1032.00| 10.00000 960.00| 11.50000 1104.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0203 808-75320 24.000 EACH| 60.00000 1440.00| 50.00000 1200.00| 60.00000 1440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0204 808-75325 17.000 EACH| 80.00000 1360.00| 55.00000 935.00| 85.00000 1445.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75996 86.000 EACH| 30.00000 2580.00| 3.99000 343.14| 10.00000 860.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0206 808-75998 422.000 EACH| 18.00000 7596.00| 17.00000 7174.00| 19.00000 8018.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0207 808-96016 281.000 m | 5.50000 1545.50| 5.00000 1405.00| 5.75000 1615.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0208 808-98796 26.000 m | 8.00000 208.00| 3.30000 85.80| 8.50000 221.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0209 203-02070 3000.000 m3 | 8.00000 24000.00| 14.21000 42630.00| 15.95000 47850.00 BORROW , TOPSOIL | | | 0210 601-06037 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 750.00000 750.00 GUARDRAIL END TREATMENT, I | | | 0211 601-01621 5.000 EACH| 1650.00000 8250.00| 1725.00000 8625.00| 1775.00000 8875.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0212 601-01848 2.000 EACH| 1650.00000 3300.00| 1725.00000 3450.00| 1775.00000 3550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0213 601-99105 143.000 m | 50.00000 7150.00| 3.00000 429.00| 45.00000 6435.00 GUARDRAIL, W BEAM, 1.905 m SPACING , | | | LONG POST | | | 0214 714-02401 24.000 m | 120.00000 2880.00| 118.79000 2850.96| 197.00000 4728.00 RETAINING WALL , REMOVE | | | 0215 105-07570 24.000 MOS | 600.00000 14400.00| 751.64000 18039.36| 169.00000 4056.00 FIELD OFFICE , EQUIPMENT ONLY | | | 0216 802-05694 1.000 EACH| 1225.00000 1225.00| 3800.00000 3800.00| 1295.00000 1295.00 OVERHEAD SIGN STRUCTURE , CABLE SPAN, | | | REMOVE | | | 0217 401-07320 538.000 Mg | 60.00000 32280.00| 47.30000 25447.40| 42.00000 22596.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0218 401-07389 897.000 Mg | 45.00000 40365.00| 38.19000 34256.43| 39.00000 34983.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0219 401-07406 1435.000 Mg | 33.00000 47355.00| 30.67000 44011.45| 40.75000 58476.25 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0220 303-06959 5544.000 Mg | 14.00000 77616.00| 25.50000 141372.00| 15.95000 88426.80 AGGREGATE , 11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 31-0515195 |(3) 35-1357381 |CRIDER & CRIDER, INC. |VALLEY ASPHALT CORPORATION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0221 202-03000 LUMP| 3000.00000 3000.00| 6593.18000 6593.18| 2900.00000 2900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 61 | | | 0222 304-07491 400.000 Mg | 165.00000 66000.00| 114.69000 45876.00| 95.00000 38000.00 HMA PATCHING, TYPE C | | | 0223 401-07328 5375.000 Mg | 48.00000 258000.00| 44.75000 240531.25| 44.00000 236500.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0224 401-07398 8250.000 Mg | 34.00000 280500.00| 32.76000 270270.00| 34.00000 280500.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0225 401-07424 29000.000 Mg | 30.00000 870000.00| 30.22000 876380.00| 29.95000 868550.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0226 610-07487 5925.000 Mg | 38.00000 225150.00| 34.07000 201864.75| 56.95000 337428.75 HMA FOR APPROACHES, TYPE B | | | 0227 715-04612 87.000 m | 80.00000 6960.00| 157.89000 13736.43| 325.00000 28275.00 PIPE , SCH 80, 150 mm, LATERAL | | | 0228 715-04612 31.000 m | 155.00000 4805.00| 417.65000 12947.15| 335.00000 10385.00 PIPE , PVC, 250 mm, SDR 35 WITH GRANULAR| | | 0229 732-04751 3.000 EACH| 1000.00000 3000.00| 659.01000 1977.03| 500.00000 1500.00 WATER SERVICE CONNECTION | | | 0230 732-04994 3.000 EACH| 300.00000 900.00| 981.68000 2945.04| 500.00000 1500.00 METER | | | 0232 734-06926 37.000 m2 | 120.00000 4440.00| 418.02000 15466.74| 349.00000 12913.00 FACING BLOCKS, MODULAR CONCRETE GRAVITY | | | WALL | | | SECTION TOTALS | $ 10,771,432.47| $ 15,228,202.52| $ 16,337,177.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,771,432.47| $ 15,228,202.52| $ 16,337,177.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY RELOCATION | | | 0001 105-06657 18.000 MOS | 100.00000 1800.00| | PHONE, CELLULAR , NO. 1 | | | 0002 105-06657 18.000 MOS | 100.00000 1800.00| | PHONE, CELLULAR , NO. 2 | | | 0003 105-06657 18.000 MOS | 100.00000 1800.00| | PHONE, CELLULAR , NO. 3 | | | 0004 105-06845 LUMP| 250000.00000 250000.00| | CONSTRUCTION ENGINEERING | | | 0006 108-01614 LUMP| 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0007 110-01001 LUMP| 859400.00000 859400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP| 340000.00000 340000.00| | CLEARING RIGHT OF WAY | | | 0009 202-02271 11.000 EACH| 350.00000 3850.00| | HEADWALL, REMOVE | | | 0010 202-02278 275.000 m | 22.00000 6050.00| | CURB, CONCRETE, REMOVE | | | 0011 202-02279 450.000 m | 25.00000 11250.00| | CURB AND GUTTER, REMOVE | | | 0012 202-02610 5.000 EACH| 660.00000 3300.00| | ROADWAY DRAIN, REMOVE | | | 0013 202-03000 LUMP| 5500.00000 5500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0015 202-03000 LUMP| 5500.00000 5500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0016 202-52710 39.300 m2 | 13.00000 510.90| | SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH| 385.00000 1540.00| | INLET, REMOVE | | | 0018 202-93047 2.000 EACH| 495.00000 990.00| | MANHOLE, REMOVE | | | 0019 202-93615 1300.000 m2 | 8.00000 10400.00| | CONCRETE, REMOVE , DRIVEWAYS | | | 0020 202-96133 100.000 m | 43.00000 4300.00| | PIPE, REMOVE | | | 0021 202-96151 LUMP| 1500.00000 1500.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 202-98488 5.000 EACH| 165.00000 825.00| | PIPE END SECTION, REMOVE | | | 0023 203-02020 1043793.000 m3 | 8.40000 8767861.20| | EXCAVATION, UNCLASSIFIED | | | 0024 205-02231 849.000 m | 46.00000 39054.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0025 205-02236 30.000 EACH| 53.00000 1590.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0027 205-06930 7.280 Mg | 35.00000 254.80| | SPLASHPAD, RIPRAP | | | 0028 205-06931 1339.000 Mg | 20.00000 26780.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06932 289.000 m | 15.00000 4335.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 17.000 EACH| 53.00000 901.00| | TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06937 1558.000 m | 4.20000 6543.60| | TEMPORARY SILT FENCE | | | 0032 205-06938 99.000 m | 50.00000 4950.00| | TEMPORARY SLOPE DRAIN | | | 0033 207-07498 57578.000 m2 | 4.00000 230312.00| | SUBGRADE TREATMENT, TYPE A | | | 0034 210-07767 2.000 EACH| 1350.00000 2700.00| | LATERAL , EXISTING, LOCATE | | | 0035 210-07824 1.000 EACH| 1300.00000 1300.00| | LATERAL CONNECTION, 100 mm, PVC | | | 0036 211-07454 2499.000 m3 | 19.00000 47481.00| | STRUCTURE BACKFILL | | | 0037 213-52830 1200.000 m3 | 76.00000 91200.00| | FLOWABLE MORTAR | | | 0038 301-07448 18677.000 Mg | 14.75000 275485.75| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0040 306-08034 4959.000 m2 | 3.00000 14877.00| | MILLING, ASPHALT, 38 mm | | | 0041 306-08043 986.000 m2 | 6.50000 6409.00| | MILLING, TRANSITION | | | 0042 401-06264 LUMP| 15000.00000 15000.00| | PROFILOGRAPH, HMA | | | 0046 401-07429 7081.000 Mg | 39.26000 278000.06| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 402-07453 3039.000 Mg | 52.00000 158028.00| | HMA FOR TEMPORARY PAVEMENT | | | 0051 405-05517 128.000 Mg | 478.76000 61281.28| | ASPHALT FOR PRIME COAT | | | 0052 406-05520 60.200 Mg | 620.88000 37376.98| | ASPHALT FOR TACK COAT | | | 0054 601-01701 1.000 EACH| 1680.00000 1680.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0055 601-02103 26.670 m | 65.00000 1733.55| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0056 601-04746 4.000 EACH| 5200.00000 20800.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0057 601-06854 1.000 EACH| 2320.00000 2320.00| | GUARDRAIL, W-BEAM, NESTED | | | 0058 601-94689 3.000 EACH| 2350.00000 7050.00| | GUARDRAIL END TREATMENT, OS | | | 0059 601-99105 91.000 m | 43.70000 3976.70| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0060 602-06639 274.000 m | 115.00000 31510.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0061 605-06120 1261.000 m | 55.00000 69355.00| | CURB, CONCRETE | | | 0062 605-06140 473.000 m | 50.00000 23650.00| | CURB AND GUTTER, CONCRETE | | | 0063 605-06145 205.000 m | 60.00000 12300.00| | CURB AND GUTTER, B, CONCRETE | | | 0064 605-06150 365.000 m | 60.00000 21900.00| | CURB AND GUTTER, C, CONCRETE | | | 0065 607-92007 2318.000 m | 234.00000 542412.00| | PAVED SIDE DITCH, L, MODIFIED | | | 0067 611-05330 788.000 m2 | 43.00000 33884.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 611-05332 615.200 m2 | 43.00000 26453.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0069 611-06497 18.000 EACH| 130.00000 2340.00| | MAILBOX ASSEMBLY, SINGLE | | | 0071 611-95023 1.000 EACH| 250.00000 250.00| | MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 615-06490 152.000 EACH| 85.00000 12920.00| | RIGHT OF WAY MARKER | | | 0073 615-06505 38.000 EACH| 525.00000 19950.00| | MONUMENT, B | | | 0074 615-06510 7.000 EACH| 315.00000 2205.00| | MONUMENT, C | | | 0075 616-02320 6808.000 m2 | 1.34000 9122.72| | GEOTEXTILES | | | 0076 616-06451 4012.000 Mg | 20.30000 81443.60| | RIPRAP, UNIFORM | | | 0077 621-01004 8.000 EACH| 600.00000 4800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0078 621-06545 10.540 Mg | 560.00000 5902.40| | FERTILIZER | | | 0079 621-06553 2226.000 kg | 6.00000 13356.00| | SEED MIXTURE, R | | | 0080 621-06557 1933.000 kg | 4.25000 8215.25| | SEED MIXTURE, T | | | 0081 621-06565 103.000 Mg | 425.00000 43775.00| | MULCHING MATERIAL | | | 0082 621-06567 285.000 kL | 1.00000 285.00| | WATER | | | 0083 621-06575 15823.000 m2 | 3.22000 50950.06| | SODDING, NURSERY | | | 0084 621-07618 132978.000 m2 | 9.30000 1236695.40| | COMPOST SOIL BLANKET | | | 0085 622-52436 20.000 EACH| 30.00000 600.00| | SIGN, DO NOT MOW OR SPRAY | | | 0086 622-91786 4590.000 EACH| 4.25000 19507.50| | SEEDLING | | | 0087 702-51863 22.000 EACH| 50.00000 1100.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-51030 1826.000 kg | 4.00000 7304.00| | REINFORCING STEEL | | | 0089 714-04802 37.000 m2 | 150.00000 5550.00| | CONCRETE MODULAR BLOCK WALL | | | 0090 714-06940 98.000 m | 1415.00000 138670.00| | CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, 2400 | | | mm X 1500mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 714-44240 45.700 m3 | 565.00000 25820.50| | CONCRETE, A, STRUCTURES | | | 0092 714-93978 33.500 m | 835.00000 27972.50| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0093 714-96642 LUMP| 200000.00000 200000.00| | TEMPORARY RETAINING WALL | | | 0094 714-99348 45.000 m | 967.00000 43515.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0095 715-01663 31.000 m | 173.00000 5363.00| | PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0096 715-02876 132.000 m | 30.00000 3960.00| | GRANULAR BACKFILL | | | 0097 715-04612 13.000 m | 90.00000 1170.00| | PIPE , 100 mm, DI, WITH POLY WRAP | | | 0098 715-04612 458.000 m | 84.00000 38472.00| | PIPE , 150 mm, DI, WITH POLY WRAP | | | 0099 715-04612 248.000 m | 97.00000 24056.00| | PIPE , 200 mm, DI, WITH POLY WRAP | | | 0100 715-04612 70.000 m | 128.00000 8960.00| | PIPE , 300 mm, DI, WITH POLY WRAP | | | 0102 715-05048 5026.000 m | 8.92000 44831.92| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0103 715-05053 569.700 m | 64.00000 36460.80| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0104 715-05121 21.000 m | 95.00000 1995.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0105 715-05123 136.000 m | 125.00000 17000.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0106 715-05149 428.780 m | 75.00000 32158.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0107 715-05151 705.000 m | 87.00000 61335.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0108 715-05152 250.000 m | 94.00000 23500.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0109 715-05154 8.000 m | 146.00000 1168.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0110 715-05169 125.000 m | 87.00000 10875.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0111 715-05173 53.000 m | 125.00000 6625.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-06696 11.000 m | 150.00000 1650.00| | PIPE, PVC, 250 mm , SDR 26 | | | 0113 715-06696 159.700 m | 735.00000 117379.50| | PIPE, PVC, 250 mm , SDR 26, WITH | | | GRANULAR FILL | | | 0114 715-06696 107.000 m | 144.00000 15408.00| | PIPE, PVC, 250 mm , SDR 35 | | | 0116 715-46000 5.000 EACH| 270.00000 1350.00| | PIPE END SECTION, 300 mm | | | 0117 715-46005 21.000 EACH| 300.00000 6300.00| | PIPE END SECTION, 375 mm | | | 0118 715-46010 3.000 EACH| 325.00000 975.00| | PIPE END SECTION, 450 mm | | | 0119 715-46020 13.000 EACH| 485.00000 6305.00| | PIPE END SECTION, 600 mm | | | 0120 718-04986 5.000 EACH| 485.00000 2425.00| | CLEANOUT , 150 mm | | | 0121 718-06528 5.000 EACH| 700.00000 3500.00| | OUTLET PROTECTOR, 1 | | | 0122 718-06531 13.000 EACH| 215.00000 2795.00| | OUTLET PROTECTOR, 3 | | | 0123 718-06532 5026.000 m | 3.00000 15078.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0124 718-52610 1273.000 m3 | 32.00000 40736.00| | AGGREGATE FOR UNDERDRAINS | | | 0125 718-99153 9528.000 m2 | 0.87000 8289.36| | GEOTEXTILES FOR UNDERDRAIN | | | 0126 720-03194 2.000 EACH| 540.00000 1080.00| | MANHOLE , EXISTING, ABANDON | | | 0127 720-03194 1.000 EACH| 860.00000 860.00| | MANHOLE CONNECTION | | | 0128 720-04720 4.000 EACH| 4460.00000 17840.00| | MANHOLE, H | | | 0129 720-44000 28.000 EACH| 595.00000 16660.00| | CASTING, ADJUST TO GRADE | | | 0130 720-45010 5.000 EACH| 992.00000 4960.00| | INLET, A3 | | | 0131 720-45030 9.000 EACH| 1050.00000 9450.00| | INLET, E7 | | | 0132 720-45035 7.000 EACH| 1070.00000 7490.00| | INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 720-45040 1.000 EACH| 2120.00000 2120.00| | INLET, G7 | | | 0134 720-45045 7.000 EACH| 1095.00000 7665.00| | INLET, J10 | | | 0135 720-45055 1.000 EACH| 1910.00000 1910.00| | INLET, M10 | | | 0136 720-45075 7.000 EACH| 2015.00000 14105.00| | INLET, R13 | | | 0137 720-45400 3.000 EACH| 1760.00000 5280.00| | MANHOLE, A4 | | | 0138 720-45410 12.000 EACH| 1705.00000 20460.00| | MANHOLE, C4 | | | 0139 720-45605 3.100 m | 695.00000 2154.50| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0140 720-93409 1.000 EACH| 1070.00000 1070.00| | INLET, B15, MODIFIED | | | 0141 720-94847 2.000 EACH| 1125.00000 2250.00| | INLET, R13, MODIFIED | | | 0142 720-98174 9.000 EACH| 1112.00000 10008.00| | INLET, B15 | | | 0143 720-98555 2.000 EACH| 1230.00000 2460.00| | INLET, C15 | | | 0144 731-93946 37.000 m2 | 250.00000 9250.00| | WALL ERECTION , MODULAR BLOCK WALL | | | 0145 732-01525 5.000 EACH| 708.00000 3540.00| | VALVE BOX AND COVER, REMOVE | | | 0146 732-03063 1.000 EACH| 3245.00000 3245.00| | TAPPING SLEEVE WITH VALVE, 150 mm X 150 | | | mm | | | 0147 732-03942 3.000 EACH| 1863.00000 5589.00| | HYDRANT , H-3 | | | 0148 732-04836 1.000 EACH| 693.00000 693.00| | GATE VALVE , 100 mm | | | 0149 732-04836 3.000 EACH| 850.00000 2550.00| | GATE VALVE , 150 mm | | | 0150 732-04837 1.000 EACH| 139.00000 139.00| | PLUG , 100 mm | | | 0151 732-04837 4.000 EACH| 160.00000 640.00| | PLUG , 150 mm | | | 0152 732-04837 1.000 EACH| 213.00000 213.00| | PLUG , 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 732-04837 1.000 EACH| 265.00000 265.00| | PLUG , 250 mm | | | 0154 732-04837 1.000 EACH| 508.00000 508.00| | PLUG , 300mm | | | 0155 732-04996 1.000 EACH| 485.00000 485.00| | CUT IN SLEEVE, 100 mm | | | 0156 732-04996 2.000 EACH| 535.00000 1070.00| | CUT IN SLEEVE, 150 mm | | | 0158 732-05589 1.000 EACH| 585.00000 585.00| | COUPLING , 250 mm, PVC | | | 0159 732-96948 2.000 EACH| 905.00000 1810.00| | GATE VALVE, 200 mm | | | 0160 801-04308 25.000 EACH| 390.00000 9750.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06203 17770.000 m | 0.45000 7996.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0162 801-06207 2827.000 m | 2.90000 8198.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0163 801-06640 44.000 EACH| 203.00000 8932.00| | CONSTRUCTION SIGN, A | | | 0164 801-06645 4.000 EACH| 47.00000 188.00| | CONSTRUCTION SIGN, B | | | 0165 801-06710 750.000 DAY | 12.50000 9375.00| | FLASHING ARROW SIGN | | | 0166 801-06775 LUMP| 300000.00000 300000.00| | MAINTAINING TRAFFIC | | | 0167 801-07119 212.400 m | 64.00000 13593.60| | BARRICADE, III-B | | | 0168 801-07612 52.000 m | 6.75000 351.00| | TEMPORARY PAVEMENT MARKING, 600 mm | | | 0169 802-04893 2.000 EACH| 83.00000 166.00| | REFERENCE POST | | | 0170 802-05701 178.200 m | 25.50000 4544.10| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0171 802-05703 27.300 m | 16.85000 460.01| | SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0172 802-76025 23.280 m2 | 105.00000 2444.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 802-76035 24.950 m2 | 110.00000 2744.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0174 802-76045 7.430 m2 | 140.00000 1040.20| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0175 805-01815 4.000 EACH| 1875.00000 7500.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0176 805-01842 8.000 EACH| 780.00000 6240.00| | HANDHOLE, SIGNAL | | | 0177 805-02202 4.000 EACH| 675.00000 2700.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0178 805-02503 1770.000 m | 0.31000 548.70| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0179 805-02659 LUMP| 2000.00000 2000.00| | TRAFFIC COUNTER HARDWARE | | | 0180 805-06592 500.000 m | 50.00000 25000.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0181 805-78100 1.000 EACH| 7750.00000 7750.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0182 805-78205 6.000 EACH| 365.00000 2190.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0183 805-78215 2.000 EACH| 395.00000 790.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0184 805-78230 2.000 EACH| 615.00000 1230.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0185 805-78415 4.000 EACH| 1300.00000 5200.00| | SPAN, CATENARY, AND TETHER | | | 0186 805-78420 4.000 EACH| 125.00000 500.00| | DISCONNECT HANGER | | | 0187 805-78445 1.000 EACH| 415.00000 415.00| | SIGNAL SERVICE | | | 0188 805-78467 15.000 m | 4.70000 70.50| | SIGNAL CABLE, 3C 8GA. | | | 0189 805-78485 35.000 m | 3.65000 127.75| | SIGNAL CABLE, 5C 14GA. | | | 0190 805-78490 265.000 m | 3.95000 1046.75| | SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 805-78510 1540.000 m | 3.25000 5005.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0192 805-78784 15.000 EACH| 125.00000 1875.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0193 805-78785 6.000 EACH| 395.00000 2370.00| | SIGNAL DETECTOR HOUSING | | | 0194 805-78795 620.000 m | 25.50000 15810.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0195 805-78925 1.000 EACH| 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0196 805-81060 4.000 EACH| 2860.00000 11440.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0197 808-06701 560.000 m | 0.81000 453.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0198 808-06703 7909.000 m | 0.81000 6406.29| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0199 808-06716 4920.000 m | 0.88000 4329.60| | LINE, REMOVE | | | 0200 808-75240 34.000 m | 0.81000 27.54| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0201 808-75245 8918.000 m | 0.81000 7223.58| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0202 808-75297 96.000 m | 10.92000 1048.32| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0203 808-75320 24.000 EACH| 58.25000 1398.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0204 808-75325 17.000 EACH| 80.00000 1360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75996 86.000 EACH| 25.00000 2150.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0206 808-75998 422.000 EACH| 23.00000 9706.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0207 808-96016 281.000 m | 5.45000 1531.45| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 808-98796 26.000 m | 8.00000 208.00| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0209 203-02070 3000.000 m3 | 9.00000 27000.00| | BORROW , TOPSOIL | | | 0210 601-06037 1.000 EACH| 720.00000 720.00| | GUARDRAIL END TREATMENT, I | | | 0211 601-01621 5.000 EACH| 1680.00000 8400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0212 601-01848 2.000 EACH| 1680.00000 3360.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0213 601-99105 143.000 m | 43.70000 6249.10| | GUARDRAIL, W BEAM, 1.905 m SPACING , | | | LONG POST | | | 0214 714-02401 24.000 m | 250.00000 6000.00| | RETAINING WALL , REMOVE | | | 0215 105-07570 24.000 MOS | 1800.00000 43200.00| | FIELD OFFICE , EQUIPMENT ONLY | | | 0216 802-05694 1.000 EACH| 1250.00000 1250.00| | OVERHEAD SIGN STRUCTURE , CABLE SPAN, | | | REMOVE | | | 0217 401-07320 538.000 Mg | 68.05000 36610.90| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0218 401-07389 897.000 Mg | 52.79000 47352.63| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0219 401-07406 1435.000 Mg | 37.82000 54271.70| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0220 303-06959 5544.000 Mg | 20.00000 110880.00| | AGGREGATE , 11 | | | 0221 202-03000 LUMP| 12000.00000 12000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 61 | | | 0222 304-07491 400.000 Mg | 204.15000 81660.00| | HMA PATCHING, TYPE C | | | 0223 401-07328 5375.000 Mg | 53.61000 288153.75| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0224 401-07398 8250.000 Mg | 38.06000 313995.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0225 401-07424 29000.000 Mg | 34.54000 1001660.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 101 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,699,628.23 ROUTE : 48 CALL ORDER : 101 CONTRACT ID : R -24949-A COUNTIES : DEARBORN LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 | | |GRADEX, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0226 610-07487 5925.000 Mg | 43.07000 255189.75| | HMA FOR APPROACHES, TYPE B | | | 0227 715-04612 87.000 m | 105.00000 9135.00| | PIPE , SCH 80, 150 mm, LATERAL | | | 0228 715-04612 31.000 m | 150.00000 4650.00| | PIPE , PVC, 250 mm, SDR 35 WITH GRANULAR| | | 0229 732-04751 3.000 EACH| 1500.00000 4500.00| | WATER SERVICE CONNECTION | | | 0230 732-04994 3.000 EACH| 2185.00000 6555.00| | METER | | | 0232 734-06926 37.000 m2 | 300.00000 11100.00| | FACING BLOCKS, MODULAR CONCRETE GRAVITY | | | WALL | | | SECTION TOTALS | $ 17,892,164.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,892,164.45| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,019.44 ROUTE : 61 CALL ORDER : 121 CONTRACT ID : R -26041-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0242038 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 335,555.50 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 342,777.10 102.1521% 3 35-1801998 CLR, INC. $ 409,318.16 121.9822% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 472,482.10 140.8059% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1618530 |(3) 35-1801998 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 6300.00000 6300.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1000.00000 5000.00| 1500.00000 7500.00| 1300.00000 6500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16500.00000 16500.00| 17000.00000 17000.00| 20400.00000 20400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4250.00000 4250.00| 17000.00000 17000.00| 19500.00000 19500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 385.000 LFT | 3.90000 1501.50| 4.00000 1540.00| 4.40000 1694.00 GUARDRAIL, REMOVE | | | 0007 203-02020 50.000 CYS | 20.00000 1000.00| 40.00000 2000.00| 20.00000 1000.00 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 50.000 CYS | 20.00000 1000.00| 11.00000 550.00| 16.00000 800.00 BORROW | | | 0009 205-06931 10.500 TON | 20.00000 210.00| 100.00000 1050.00| 79.00000 829.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 249.000 LFT | 2.00000 498.00| 2.00000 498.00| 3.75000 933.75 TEMPORARY SILT FENCE | | | 0011 211-07454 697.000 CYS | 20.00000 13940.00| 24.00000 16728.00| 57.00000 39729.00 STRUCTURE BACKFILL | | | 0012 402-07433 25.000 TON | 145.00000 3625.00| 150.00000 3750.00| 163.00000 4075.00 HMA SURFACE, TYPE B | | | 0013 402-07438 37.000 TON | 105.00000 3885.00| 110.00000 4070.00| 118.00000 4366.00 HMA INTERMEDIATE, TYPE B | | | 0014 402-07441 74.000 TON | 100.00000 7400.00| 105.00000 7770.00| 146.00000 10804.00 HMA BASE, TYPE B | | | 0015 405-05518 51.000 SYS | 10.00000 510.00| 10.50000 535.50| 15.00000 765.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,019.44 ROUTE : 61 CALL ORDER : 121 CONTRACT ID : R -26041-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1618530 |(3) 35-1801998 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05521 872.000 SYS | 1.00000 872.00| 1.05000 915.60| 0.68000 592.96 ASPHALT FOR TACK COAT | | | 0017 601-94689 4.000 EACH| 1975.00000 7900.00| 2000.00000 8000.00| 2475.00000 9900.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 675.000 LFT | 12.80000 8640.00| 13.00000 8775.00| 14.25000 9618.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 616-02320 185.000 SYS | 2.00000 370.00| 3.00000 555.00| 7.00000 1295.00 GEOTEXTILES | | | 0021 621-01004 1.000 EACH| 100.00000 100.00| 525.00000 525.00| 560.00000 560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 640.000 SYS | 0.75000 480.00| 0.45000 288.00| 0.45000 288.00 MULCHED SEEDING, R | | | 0023 701-90649 2185.000 LFT | 25.00000 54625.00| 42.00000 91770.00| 24.00000 52440.00 PILE, STEEL SHELL, 0.203 IN., 14 IN. | | | 0024 723-06660 33.400 SYS | 900.00000 30060.00| 700.00000 23380.00| 1200.00000 40080.00 WINGWALL | | | 0025 723-07069 76.000 LFT | 2000.00000 152000.00| 1300.00000 98800.00| 1985.00000 150860.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 108 IN. | | | 0026 801-06625 22.000 EACH| 60.00000 1320.00| 65.00000 1430.00| 110.00000 2420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0027 801-06640 19.000 EACH| 80.00000 1520.00| 85.00000 1615.00| 95.00000 1805.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 5700.00000 5700.00 MAINTAINING TRAFFIC | | | 0029 801-07118 72.000 LFT | 11.00000 792.00| 12.00000 864.00| 18.00000 1296.00 BARRICADE, III-A | | | 0030 805-96014 56.000 LFT | 5.00000 280.00| 5.00000 280.00| 15.00000 840.00 SAW CUT, FULL DEPTH | | | 0031 808-06713 190.000 LFT | 3.00000 570.00| 3.25000 617.50| 1.39000 264.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 190.000 LFT | 3.00000 570.00| 3.25000 617.50| 1.39000 264.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-75996 3.000 EACH| 5.00000 15.00| 10.00000 30.00| 75.00000 225.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 306-08034 156.000 SYS | 12.00000 1872.00| 12.00000 1872.00| 10.00000 1560.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0035 207-07500 160.000 SYS | 9.00000 1440.00| 16.00000 2560.00| 15.00000 2400.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,019.44 ROUTE : 61 CALL ORDER : 121 CONTRACT ID : R -26041-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1618530 |(3) 35-1801998 |RAGLE, INC. |AMERICAN CONTRACTING & SERVI|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-06405 340.000 TON | 25.00000 8500.00| 30.00000 10200.00| 38.00000 12920.00 RIPRAP, REVETMENT | | | 0037 303-01180 27.000 TON | 30.00000 810.00| 33.00000 891.00| 59.00000 1593.00 COMPACTED AGGREGATE, NO. 53 | | | SECTION TOTALS | $ 335,555.50| $ 342,777.10| $ 409,318.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 335,555.50| $ 342,777.10| $ 409,318.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,019.44 ROUTE : 61 CALL ORDER : 121 CONTRACT ID : R -26041-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 14000.00000 14000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 955.00000 4775.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23000.00000 23000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 385.000 LFT | 3.10000 1193.50| | GUARDRAIL, REMOVE | | | 0007 203-02020 50.000 CYS | 90.00000 4500.00| | EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 50.000 CYS | 45.00000 2250.00| | BORROW | | | 0009 205-06931 10.500 TON | 43.00000 451.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 249.000 LFT | 2.50000 622.50| | TEMPORARY SILT FENCE | | | 0011 211-07454 697.000 CYS | 32.00000 22304.00| | STRUCTURE BACKFILL | | | 0012 402-07433 25.000 TON | 165.00000 4125.00| | HMA SURFACE, TYPE B | | | 0013 402-07438 37.000 TON | 125.00000 4625.00| | HMA INTERMEDIATE, TYPE B | | | 0014 402-07441 74.000 TON | 110.00000 8140.00| | HMA BASE, TYPE B | | | 0015 405-05518 51.000 SYS | 12.00000 612.00| | ASPHALT FOR PRIME COAT | | | 0016 406-05521 872.000 SYS | 1.00000 872.00| | ASPHALT FOR TACK COAT | | | 0017 601-94689 4.000 EACH| 2495.00000 9980.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 675.000 LFT | 12.80000 8640.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 616-02320 185.000 SYS | 3.40000 629.00| | GEOTEXTILES | | | 0021 621-01004 1.000 EACH| 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,019.44 ROUTE : 61 CALL ORDER : 121 CONTRACT ID : R -26041-A COUNTIES : KNOX LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 621-06559 640.000 SYS | 0.50000 320.00| | MULCHED SEEDING, R | | | 0023 701-90649 2185.000 LFT | 38.50000 84122.50| | PILE, STEEL SHELL, 0.203 IN., 14 IN. | | | 0024 723-06660 33.400 SYS | 1234.00000 41215.60| | WINGWALL | | | 0025 723-07069 76.000 LFT | 2036.00000 154736.00| | STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 108 IN. | | | 0026 801-06625 22.000 EACH| 115.00000 2530.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0027 801-06640 19.000 EACH| 125.00000 2375.00| | CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 38000.00000 38000.00| | MAINTAINING TRAFFIC | | | 0029 801-07118 72.000 LFT | 20.00000 1440.00| | BARRICADE, III-A | | | 0030 805-96014 56.000 LFT | 9.00000 504.00| | SAW CUT, FULL DEPTH | | | 0031 808-06713 190.000 LFT | 1.00000 190.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 190.000 LFT | 1.00000 190.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-75996 3.000 EACH| 15.00000 45.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 306-08034 156.000 SYS | 11.00000 1716.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0035 207-07500 160.000 SYS | 21.60000 3456.00| | SUBGRADE TREATMENT, TYPE C | | | 0036 616-06405 340.000 TON | 37.00000 12580.00| | RIPRAP, REVETMENT | | | 0037 303-01180 27.000 TON | 27.50000 742.50| | COMPACTED AGGREGATE, NO. 53 | | | SECTION TOTALS | $ 472,482.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 472,482.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 62 CALL ORDER : 131 CONTRACT ID : R -26130-A COUNTIES : VANDERBURGH LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,789,442.85 100.0000% 2 35-1878024 RAGLE, INC. $ 2,276,891.25 127.2402% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 325S. CALL ORDER : 141 CONTRACT ID : R -26190-A COUNTIES : PARKE LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,799,304.80 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 3 CALL ORDER : 191 CONTRACT ID : R -27352-A COUNTIES : RUSH LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/26/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1568035 HOLMAN EXCAVATING $ 274,489.62 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 288,320.87 105.0388% 3 35-1310611 DUNCAN ROBERTSON INC $ 290,008.64 105.6537% 4 35-1609544 SCHUTT-LOOKABILL CO $ 290,830.27 105.9531% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 298,984.08 108.9236% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 322,129.47 117.3557% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 325,200.00 118.4744% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 507,689.77 184.9577% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 3 CALL ORDER : 201 CONTRACT ID : R -27353-A COUNTIES : RUSH LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/18/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 255,574.02 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 261,894.29 102.4729% 3 35-1609544 SCHUTT-LOOKABILL CO $ 280,770.87 109.8589% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 287,912.99 112.6534% 5 35-0844079 ROHE, PAUL H. COMPANY $ 291,547.31 114.0754% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 314,636.25 123.1096% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 335,232.00 131.1682% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 349,705.50 136.8313% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 217 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 888,189.36 ROUTE : 65 CALL ORDER : 217 CONTRACT ID : R -27401-B COUNTIES : JASPER WHITE LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0657232 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 903,092.80 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 969,673.64 107.3725% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2600.31000 2600.31| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2365.24000 7095.72| 2800.00000 8400.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 63367.78000 63367.78| 48485.00000 48485.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 304-07783 198.000 TON | 83.68000 16568.64| 110.00000 21780.00| HMA PATCHING, TYPE D | | | 0005 306-08033 110848.000 SYS | 0.82000 90895.36| 0.60000 66508.80| MILLING, ASPHALT, 1 IN. | | | 0006 306-08043 1329.000 SYS | 0.55000 730.95| 1.90000 2525.10| MILLING, TRANSITION | | | 0007 401-06264 LUMP| 3095.68000 3095.68| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | 0008 401-07337 10562.000 TON | 59.30000 626326.60| 68.00000 718216.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0009 406-05520 25.750 TON | 152.27000 3920.95| 250.00000 6437.50| ASPHALT FOR TACK COAT | | | 0010 606-07484 700.000 LFT | 3.72000 2604.00| 4.00000 2800.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0011 801-01093 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-03290 20.000 EACH| 79.00000 1580.00| 80.00000 1600.00| CONSTRUCTION SIGN, C | | | 0013 801-04308 1.000 EACH| 40.00000 40.00| 42.00000 42.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0014 801-06207 9423.000 LFT | 0.90000 8480.70| 1.40000 13192.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 217 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 888,189.36 ROUTE : 65 CALL ORDER : 217 CONTRACT ID : R -27401-B COUNTIES : JASPER WHITE LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06625 8.000 EACH| 40.00000 320.00| 40.00000 320.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0016 801-06640 26.000 EACH| 59.00000 1534.00| 60.00000 1560.00| CONSTRUCTION SIGN, A | | | 0017 801-06710 180.000 DAY | 12.00000 2160.00| 12.00000 2160.00| FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 40476.58000 40476.58| 39000.00000 39000.00| MAINTAINING TRAFFIC | | | 0019 801-07118 96.000 LFT | 2.00000 192.00| 2.00000 192.00| BARRICADE, III-A | | | 0020 801-07119 96.000 LFT | 2.50000 240.00| 2.50000 240.00| BARRICADE, III-B | | | 0021 801-09133 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 808-03631 1297.000 LFT | 1.35000 1750.95| 1.35000 1750.95| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0023 808-03632 997.400 LFT | 1.35000 1346.49| 1.35000 1346.49| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0024 808-06702 9367.050 LFT | 0.29000 2716.44| 0.30000 2810.12| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0025 808-06703 39582.000 LFT | 0.23000 9103.86| 0.25000 9895.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0026 808-06705 775.000 LFT | 0.53000 410.75| 0.55000 426.25| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0027 808-74811 249.400 LFT | 1.70000 423.98| 1.70000 423.98| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0028 808-75245 36347.000 LFT | 0.23000 8359.81| 0.25000 9086.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75996 475.000 EACH| 4.95000 2351.25| 5.00000 2375.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 903,092.80| $ 969,673.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 903,092.80| $ 969,673.64| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 221 CONTRACT ID : R -27403-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/04/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 440,764.01 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 527,980.00 119.7874% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 571,430.82 129.6455% 4 35-1609544 SCHUTT-LOOKABILL CO $ 623,611.25 141.4841% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 656,075.03 148.8495% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/12/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949064 9949066 9949067 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 3,225,946.39 100.0000% 2 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,240,037.87 100.4368% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,354,600.00 103.9880% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 3,588,537.21 111.2398% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,875,700.00 120.1414% ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENTS | | | 0001 105-06845 LUMP| 58518.00000 58518.00| 45890.44000 45890.44| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1981.08000 19810.80| 1037.70000 10377.00| 2200.00000 22000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 161297.32000 161297.32| 162001.89000 162001.89| 170014.50000 170014.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10926.20000 10926.20| 81472.87000 81472.87| 33000.00000 33000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 136.000 m | 12.96000 1762.56| 19.20000 2611.20| 12.00000 1632.00 GUARDRAIL, REMOVE | | | 0006 202-02278 78.000 m | 12.69000 989.82| 23.48000 1831.44| 24.00000 1872.00 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 77525.09000 77525.09| 84875.39000 84875.39| 28000.00000 28000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0008 202-51328 LUMP| 26557.00000 26557.00| 81698.30000 81698.30| 29000.00000 29000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-52710 46.000 m2 | 10.82000 497.72| 14.71000 676.66| 20.00000 920.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-74045 8.000 EACH| 36.72000 293.76| 34.00000 272.00| 78.00000 624.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-78515 LUMP| 1890.00000 1890.00| 1750.00000 1750.00| 2300.00000 2300.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 2.000 EACH| 115.04000 230.08| 246.62000 493.24| 600.00000 1200.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-94749 77.000 m | 5.14000 395.78| 10.87000 836.99| 24.00000 1848.00 CURB, ASPHALT, REMOVE | | | 0014 202-96133 349.000 m | 27.81000 9705.69| 45.20000 15774.80| 45.00000 15705.00 PIPE, REMOVE | | | 0015 203-02000 4500.000 m3 | 30.37000 136665.00| 5.20000 23400.00| 30.00000 135000.00 EXCAVATION, COMMON | | | 0016 203-02070 1478.000 m3 | 18.43000 27239.54| 12.39000 18312.42| 20.00000 29560.00 BORROW | | | 0017 203-51223 636.000 m3 | 8.00000 5088.00| 7.98000 5075.28| 8.20000 5215.20 EXCAVATION, WATERWAY | | | 0018 205-06931 102.000 Mg | 31.19000 3181.38| 64.51000 6580.02| 35.00000 3570.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 6.000 EACH| 81.00000 486.00| 75.00000 450.00| 77.00000 462.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 286.000 m | 5.29000 1512.94| 10.39000 2971.54| 5.00000 1430.00 TEMPORARY SILT FENCE | | | 0021 206-51220 468.600 m3 | 130.00000 60918.00| 7.98000 3739.43| 132.00000 61855.20 EXCAVATION, WET | | | 0022 207-07498 14481.000 m2 | 7.75000 112227.75| 6.66000 96443.46| 6.30000 91230.30 SUBGRADE TREATMENT, TYPE A | | | 0023 211-07454 972.800 m3 | 32.16000 31285.25| 14.96000 14553.09| 25.00000 24320.00 STRUCTURE BACKFILL | | | 0024 213-52830 37.400 m3 | 96.49000 3608.73| 117.99000 4412.83| 100.00000 3740.00 FLOWABLE MORTAR | | | 0025 302-06464 1879.000 m3 | 35.83000 67324.57| 30.38000 57084.02| 50.00000 93950.00 SUBBASE FOR PCCP | | | 0026 302-07455 133.000 m3 | 38.91000 5175.03| 42.13000 5603.29| 50.00000 6650.00 DENSE GRADED SUBBASE | | | 0027 303-01180 691.000 Mg | 22.01000 15208.91| 18.77000 12970.07| 25.00000 17275.00 COMPACTED AGGREGATE, NO. 53 | | | 0028 306-08038 6151.000 m2 | 3.55000 21836.05| 3.55000 21836.05| 3.50000 21528.50 MILLING, ASPHALT, 100 mm | | | 0029 401-06264 LUMP| 1080.00000 1080.00| 1000.00000 1000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0030 401-07334 963.000 Mg | 59.40000 57202.20| 55.00000 52965.00| 55.00000 52965.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 1604.000 Mg | 49.68000 79686.72| 46.00000 73784.00| 45.00000 72180.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07424 1794.000 Mg | 44.28000 79438.32| 41.00000 73554.00| 50.00000 89700.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0033 401-07429 869.000 Mg | 49.68000 43171.92| 46.00000 39974.00| 50.00000 43450.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 402-07451 370.000 Mg | 43.20000 15984.00| 40.00000 14800.00| 50.00000 18500.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0035 402-07453 247.000 Mg | 67.50000 16672.50| 55.40000 13683.80| 55.00000 13585.00 HMA FOR TEMPORARY PAVEMENT | | | 0036 406-05520 8.700 Mg | 108.00000 939.60| 100.00000 870.00| 200.00000 1740.00 ASPHALT FOR TACK COAT | | | 0037 502-06327 6989.000 m2 | 45.85000 320445.65| 44.71000 312478.19| 43.00000 300527.00 PCCP, 250 mm | | | 0038 503-05240 1636.000 m | 27.86000 45578.96| 22.71000 37153.56| 34.00000 55624.00 D-1 CONTRACTION JOINT | | | 0039 503-05310 66.600 m | 432.21000 28785.19| 331.08000 22049.93| 460.00000 30636.00 TERMINAL JOINT | | | 0040 601-01522 8.000 EACH| 1576.80000 12614.40| 1460.00000 11680.00| 1150.00000 9200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-94689 8.000 EACH| 1998.00000 15984.00| 1850.00000 14800.00| 2200.00000 17600.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 120.000 m | 43.90000 5268.00| 40.65000 4878.00| 39.00000 4680.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06639 74.000 m | 63.77000 4718.98| 60.93000 4508.82| 65.00000 4810.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 604-06069 127.000 m2 | 79.39000 10082.53| 63.96000 8122.92| 70.00000 8890.00 CURB RAMP, CONCRETE | | | 0045 604-91531 2441.000 m2 | 26.74000 65272.34| 31.22000 76208.02| 34.00000 82994.00 SIDEWALK, CONCRETE, 100 mm | | | 0046 605-05523 30.000 m | 43.20000 1296.00| 45.94000 1378.20| 75.00000 2250.00 CURB, HMA | | | 0047 605-06100 782.000 m | 41.94000 32797.08| 37.31000 29176.42| 40.00000 31280.00 CURB, INTEGRAL, C, CONCRETE | | | 0048 605-06120 148.000 m | 51.86000 7675.28| 39.17000 5797.16| 70.00000 10360.00 CURB, CONCRETE | | | 0049 605-06140 748.000 m | 45.03000 33682.44| 66.08000 49427.84| 48.00000 35904.00 CURB AND GUTTER, CONCRETE | | | 0050 605-06255 666.000 m2 | 65.95000 43922.70| 87.71000 58414.86| 90.00000 59940.00 CENTER CURB, D, CONCRETE | | | 0051 605-97937 36.000 m | 74.12000 2668.32| 80.70000 2905.20| 70.00000 2520.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0052 609-06259 888.000 m2 | 56.50000 50172.00| 48.39000 42970.32| 75.00000 66600.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0053 610-07486 709.000 Mg | 49.68000 35223.12| 52.83000 37456.47| 80.00000 56720.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 611-05330 133.000 m2 | 39.60000 5266.80| 49.91000 6638.03| 50.00000 6650.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0055 615-06505 8.000 EACH| 491.40003 3931.20| 273.00000 2184.00| 610.00000 4880.00 MONUMENT, B | | | 0056 616-02320 1633.000 m2 | 1.58000 2580.14| 1.84000 3004.72| 2.00000 3266.00 GEOTEXTILES | | | 0057 616-06405 1139.000 Mg | 20.18000 22985.02| 17.74000 20205.86| 25.00000 28475.00 RIPRAP, REVETMENT | | | 0058 616-06451 36.000 Mg | 36.52000 1314.72| 19.59000 705.24| 38.00000 1368.00 RIPRAP, UNIFORM | | | 0059 616-93019 205.000 m2 | 37.99000 7787.95| 26.31000 5393.55| 39.00000 7995.00 RIPRAP, GROUTED, 450 mm | | | 0060 621-01004 1.000 EACH| 108.00000 108.00| 114.84000 114.84| 100.00000 100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-06567 174.000 kL | 1.08000 187.92| 1.15000 200.10| 1.00000 174.00 WATER | | | 0062 621-06575 9671.000 m2 | 3.02000 29206.42| 3.22000 31140.62| 3.00000 29013.00 SODDING, NURSERY | | | 0063 701-51195 1020.700 m | 92.57000 94486.20| 88.31000 90138.02| 93.00000 94925.10 PILE, STEEL H, HP 310 X 79 | | | 0064 702-51005 140.500 m3 | 453.91000 63774.36| 625.06000 87820.93| 470.00000 66035.00 CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51015 76.600 m3 | 302.41000 23164.61| 277.90000 21287.14| 310.00000 23746.00 CONCRETE, B, FOOTINGS | | | 0066 702-51863 164.000 EACH| 7.07000 1159.48| 3.37000 552.68| 7.30000 1197.20 FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-01540 36.000 EACH| 5.43000 195.48| 11.21000 403.56| 5.60000 201.60 THREADED TIE BAR ASSEMBLY | | | 0068 703-03622 42.000 EACH| 26.24000 1102.08| 26.91000 1130.22| 27.00000 1134.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0069 703-51030 41120.000 kg | 1.30000 53456.00| 1.76000 72371.20| 1.35000 55512.00 REINFORCING STEEL | | | 0070 703-51032 69702.000 kg | 1.53000 106644.06| 1.88000 131039.76| 1.55000 108038.10 REINFORCING STEEL, EPOXY COATED | | | 0071 704-51002 748.500 m3 | 433.12000 324190.32| 486.44000 364100.34| 450.00000 336825.00 CONCRETE, C, SUPERSTRUCTURE | | | 0072 704-51106 60.000 EACH| 41.86000 2511.60| 47.04000 2822.40| 43.00000 2580.00 DECK DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 706-06349 116.800 m | 263.24000 30746.43| 278.00000 32470.40| 270.00000 31536.00 RAILING, TX | | | 0074 706-06372 8.000 EACH| 1500.00000 12000.00| 1600.00000 12800.00| 1520.00000 12160.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0075 709-51821 LUMP| 3800.00000 3800.00| 3600.00000 3600.00| 3900.00000 3900.00 SURFACE SEAL , STR. NO. 1 | | | 0076 709-51821 LUMP| 4750.00000 4750.00| 4320.00000 4320.00| 4900.00000 4900.00 SURFACE SEAL , STR. NO. 2 | | | 0077 714-07534 46.800 m | 3108.22000 145464.70| 3832.89000 179379.25| 3800.00000 177840.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | 0078 715-02246 2.000 EACH| 327.51000 655.02| 324.22000 648.44| 600.00000 1200.00 PIPE END SECTION, 1200 mm , RESET | | | 0079 715-05024 32.000 m | 213.77000 6840.64| 306.11000 9795.52| 200.00000 6400.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0080 715-05048 1956.000 m | 9.45000 18484.20| 20.35000 39804.60| 9.00000 17604.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05053 7.000 m | 38.61000 270.27| 74.45000 521.15| 36.00000 252.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0082 715-05149 321.500 m | 91.14000 29301.51| 104.91000 33728.57| 85.00000 27327.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 220.000 m | 109.78000 24151.60| 109.23000 24030.60| 90.00000 19800.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05152 149.500 m | 112.18000 16770.91| 118.24000 17676.88| 95.00000 14202.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0085 715-05154 4.000 m | 174.44000 697.76| 252.38000 1009.52| 250.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-06513 20.000 m | 143.66000 2873.20| 358.43000 7168.60| 150.00000 3000.00 PIPE, RCP, II, D0.3=50, 1200 mm , RELAID| | | 0087 715-46000 8.000 EACH| 209.82000 1678.56| 522.53000 4180.24| 290.00000 2320.00 PIPE END SECTION, 300 mm | | | 0088 715-46005 7.000 EACH| 312.97000 2190.79| 556.98000 3898.86| 320.00000 2240.00 PIPE END SECTION, 375 mm | | | 0089 715-46040 1.000 EACH| 1132.22000 1132.22| 556.98000 556.98| 890.00000 890.00 PIPE END SECTION, 900 mm | | | 0090 718-06531 1.000 EACH| 648.00000 648.00| 494.08000 494.08| 625.00000 625.00 OUTLET PROTECTOR, 3 | | | 0091 718-52610 376.000 m3 | 37.37000 14051.12| 31.91000 11998.16| 36.00000 13536.00 AGGREGATE FOR UNDERDRAINS | | | 0092 718-99153 5056.000 m2 | 1.89000 9555.84| 0.48000 2426.88| 1.80000 9100.80 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 720-44000 2.000 EACH| 710.20000 1420.40| 265.96000 531.92| 600.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0094 720-45030 6.000 EACH| 951.82000 5710.92| 1028.27000 6169.62| 1200.00000 7200.00 INLET, E7 | | | 0095 720-45410 5.000 EACH| 1807.52000 9037.60| 2125.57000 10627.85| 2100.00000 10500.00 MANHOLE, C4 | | | 0096 720-45415 1.000 EACH| 3651.23000 3651.23| 2762.94000 2762.94| 2700.00000 2700.00 MANHOLE, D4 | | | 0097 720-91917 1.000 EACH| 1173.78000 1173.78| 1152.13000 1152.13| 1400.00000 1400.00 INLET, A10 | | | 0098 720-98174 15.000 EACH| 1958.78000 29381.70| 1727.65000 25914.75| 1900.00000 28500.00 INLET, B15 | | | 0099 720-98555 4.000 EACH| 1997.98000 7991.92| 1727.65000 6910.60| 1950.00000 7800.00 INLET, C15 | | | 0100 728-98377 LUMP| 1954.00000 1954.00| 2430.00000 2430.00| 2000.00000 2000.00 MASONRY COATING , STR. NO. 1 | | | 0101 728-98377 LUMP| 2106.00000 2106.00| 2610.00000 2610.00| 2200.00000 2200.00 MASONRY COATING , STR. NO. 2 | | | 0102 801-04308 5.000 EACH| 324.00000 1620.00| 300.00000 1500.00| 205.00000 1025.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06207 6413.000 m | 3.19000 20457.47| 2.95000 18918.35| 2.70000 17315.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06625 19.000 EACH| 102.60000 1949.40| 95.00000 1805.00| 98.00000 1862.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 28.000 EACH| 77.76000 2177.28| 72.00000 2016.00| 93.00000 2604.00 CONSTRUCTION SIGN, A | | | 0106 801-06645 6.000 EACH| 27.00000 162.00| 25.00000 150.00| 31.00000 186.00 CONSTRUCTION SIGN, B | | | 0107 801-06710 180.000 DAY | 14.04000 2527.20| 13.00000 2340.00| 14.00000 2520.00 FLASHING ARROW SIGN | | | 0108 801-06775 LUMP| 41844.12000 41844.12| 29379.72000 29379.72| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0109 801-07118 82.800 m | 26.57000 2200.00| 24.60000 2036.88| 32.00000 2649.60 BARRICADE, III-A | | | 0110 801-07119 61.200 m | 26.57000 1626.08| 24.60000 1505.52| 32.00000 1958.40 BARRICADE, III-B | | | 0111 802-05701 41.300 m | 54.00000 2230.20| 50.00000 2065.00| 43.00000 1775.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 3.265 m2 | 189.00000 617.09| 175.00000 571.38| 370.00000 1208.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 805-01815 4.000 EACH| 1879.20000 7516.80| 1740.00000 6960.00| 2000.00000 8000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 13.000 EACH| 864.00000 11232.00| 800.00000 10400.00| 870.00000 11310.00 HANDHOLE, SIGNAL | | | 0115 805-01844 951.000 m | 35.64000 33893.64| 33.00000 31383.00| 36.00000 34236.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0116 805-02087 LUMP| 292.68000 292.68| 271.00000 271.00| 670.00000 670.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0117 805-02152 8.000 EACH| 498.96000 3991.68| 462.00000 3696.00| 405.00000 3240.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0118 805-02373 807.000 m | 6.80000 5487.60| 6.30000 5084.10| 6.10000 4922.70 INTERCONNECT CABLE, FIBER OPTIC | | | 0119 805-02503 928.000 m | 0.32000 296.96| 0.30000 278.40| 1.45000 1345.60 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0120 805-78100 1.000 EACH| 11988.00000 11988.00| 11100.00000 11100.00| 14000.00000 14000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0121 805-78205 4.000 EACH| 691.20000 2764.80| 640.00000 2560.00| 760.00000 3040.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78230 5.000 EACH| 1123.20000 5616.00| 1040.00000 5200.00| 1200.00000 6000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0123 805-78370 4.000 EACH| 190.08000 760.32| 176.00000 704.00| 130.00000 520.00 PEDESTRIAN PUSH BUTTON | | | 0124 805-78415 4.000 EACH| 1350.00000 5400.00| 1250.00000 5000.00| 1100.00000 4400.00 SPAN, CATENARY, AND TETHER | | | 0125 805-78420 4.000 EACH| 262.44000 1049.76| 243.00000 972.00| 145.00000 580.00 DISCONNECT HANGER | | | 0126 805-78465 17.000 m | 6.91000 117.47| 6.40000 108.80| 4.10000 69.70 SIGNAL CABLE, 2C 8GA. | | | 0127 805-78485 55.000 m | 6.59000 362.45| 6.10000 335.50| 3.30000 181.50 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 504.000 m | 6.37000 3210.48| 5.90000 2973.60| 3.50000 1764.00 SIGNAL CABLE, 7C 14GA. | | | 0129 805-78500 155.000 m | 8.21000 1272.55| 7.60000 1178.00| 4.20000 651.00 SIGNAL CABLE, 11C 14GA. | | | 0130 805-78510 595.000 m | 3.72000 2213.40| 3.44000 2046.80| 2.75000 1636.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-78785 8.000 EACH| 810.00000 6480.00| 750.00000 6000.00| 830.00000 6640.00 SIGNAL DETECTOR HOUSING | | | 0132 805-78795 381.000 m | 23.76000 9052.56| 22.00000 8382.00| 18.00000 6858.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0133 805-78925 1.000 EACH| 1112.40000 1112.40| 1030.00000 1030.00| 950.00000 950.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0134 805-81032 4.000 EACH| 3132.00000 12528.00| 2900.00000 11600.00| 3150.00000 12600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0135 805-92504 4.000 EACH| 266.76000 1067.04| 247.00000 988.00| 275.00000 1100.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0136 808-03002 123.000 m | 1.49000 183.27| 1.38000 169.74| 1.90000 233.70 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0137 808-03631 1448.000 m | 1.49000 2157.52| 1.38000 1998.24| 1.90000 2751.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0138 808-03632 822.000 m | 1.49000 1224.78| 1.38000 1134.36| 1.90000 1561.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0139 808-06701 194.000 m | 1.08000 209.52| 1.00000 194.00| 1.15000 223.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0140 808-06703 799.000 m | 1.06000 846.94| 0.98000 783.02| 1.15000 918.85 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0141 808-06716 400.000 m | 1.59000 636.00| 1.47000 588.00| 1.70000 680.00 LINE, REMOVE | | | 0142 808-74805 40.000 m | 46.44000 1857.60| 43.00000 1720.00| 54.00000 2160.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0143 808-74807 10.000 EACH| 151.20000 1512.00| 140.00000 1400.00| 135.00000 1350.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0144 808-74808 10.000 EACH| 198.72000 1987.20| 184.00000 1840.00| 145.00000 1450.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0145 808-75245 1284.000 m | 1.06000 1361.04| 0.98000 1258.32| 1.15000 1476.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0146 808-75297 35.000 m | 11.34000 396.90| 10.50000 367.50| 10.25000 358.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0147 808-75300 132.000 m | 2.19000 289.08| 2.03000 267.96| 3.60000 475.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 05-0558668 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS HIGHWAY GROU|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 808-75320 6.000 EACH| 51.19000 307.14| 47.40000 284.40| 51.00000 306.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0149 808-75325 6.000 EACH| 54.27000 325.62| 50.25000 301.50| 61.00000 366.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0150 808-94455 159.000 m | 15.55000 2472.45| 14.40000 2289.60| 15.50000 2464.50 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | SECTION TOTALS | $ 3,225,946.39| $ 3,240,037.87| $ 3,354,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,225,946.39| $ 3,240,037.87| $ 3,354,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENTS | | | 0001 105-06845 LUMP| 67845.55000 67845.55| 55157.93000 55157.93| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| 2830.15000 28301.50| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 176000.00000 176000.00| 189910.00000 189910.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| 41412.00000 41412.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 136.000 m | 20.88000 2839.68| 20.21000 2748.56| GUARDRAIL, REMOVE | | | 0006 202-02278 78.000 m | 9.11000 710.58| 19.83000 1546.74| CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 48927.08000 48927.08| 51000.00000 51000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0008 202-51328 LUMP| 43490.74000 43490.74| 22000.00000 22000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-52710 46.000 m2 | 8.45000 388.70| 16.81000 773.26| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-74045 8.000 EACH| 54.36000 434.88| 35.79000 286.32| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-78515 LUMP| 6523.61000 6523.61| 1842.05000 1842.05| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91385 2.000 EACH| 141.43000 282.86| 452.84000 905.68| INLET, REMOVE | | | 0013 202-94749 77.000 m | 6.61000 508.97| 20.08000 1546.16| CURB, ASPHALT, REMOVE | | | 0014 202-96133 349.000 m | 40.00000 13960.00| 70.00000 24430.00| PIPE, REMOVE | | | 0015 203-02000 4500.000 m3 | 28.00000 126000.00| 29.95000 134775.00| EXCAVATION, COMMON | | | 0016 203-02070 1478.000 m3 | 15.00000 22170.00| 1.00000 1478.00| BORROW | | | 0017 203-51223 636.000 m3 | 11.96000 7606.56| 14.53000 9241.08| EXCAVATION, WATERWAY | | | 0018 205-06931 102.000 Mg | 58.60000 5977.20| 39.12000 3990.24| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 6.000 EACH| 65.24000 391.44| 63.16000 378.96| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06937 286.000 m | 5.49000 1570.14| 5.32000 1521.52| TEMPORARY SILT FENCE | | | 0021 206-51220 468.600 m3 | 38.05000 17830.23| 40.90000 19165.74| EXCAVATION, WET | | | 0022 207-07498 14481.000 m2 | 12.07000 174785.67| 11.36000 164504.16| SUBGRADE TREATMENT, TYPE A | | | 0023 211-07454 972.800 m3 | 16.90000 16440.32| 24.17000 23512.58| STRUCTURE BACKFILL | | | 0024 213-52830 37.400 m3 | 168.53000 6303.02| 173.58000 6491.89| FLOWABLE MORTAR | | | 0025 302-06464 1879.000 m3 | 57.31000 107685.49| 45.45000 85400.55| SUBBASE FOR PCCP | | | 0026 302-07455 133.000 m3 | 54.36000 7229.88| 10.66000 1417.78| DENSE GRADED SUBBASE | | | 0027 303-01180 691.000 Mg | 21.15000 14614.65| 27.81000 19216.71| COMPACTED AGGREGATE, NO. 53 | | | 0028 306-08038 6151.000 m2 | 4.08000 25096.08| 4.19000 25772.69| MILLING, ASPHALT, 100 mm | | | 0029 401-06264 LUMP| 1087.27000 1087.27| 500.00000 500.00| PROFILOGRAPH, HMA | | | 0030 401-07334 963.000 Mg | 59.80000 57587.40| 65.00000 62595.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 1604.000 Mg | 50.01000 80216.04| 53.00000 85012.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07424 1794.000 Mg | 44.58000 79976.52| 51.00000 91494.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0033 401-07429 869.000 Mg | 50.01000 43458.69| 49.00000 42581.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0034 402-07451 370.000 Mg | 43.49000 16091.30| 68.00000 25160.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0035 402-07453 247.000 Mg | 47.84000 11816.48| 86.00000 21242.00| HMA FOR TEMPORARY PAVEMENT | | | 0036 406-05520 8.700 Mg | 108.73000 945.95| 220.00000 1914.00| ASPHALT FOR TACK COAT | | | 0037 502-06327 6989.000 m2 | 45.44000 317580.16| 85.00000 594065.00| PCCP, 250 mm | | | 0038 503-05240 1636.000 m | 33.01000 54004.36| 15.67000 25636.12| D-1 CONTRACTION JOINT | | | 0039 503-05310 66.600 m | 375.11000 24982.33| 405.00000 26973.00| TERMINAL JOINT | | | 0040 601-01522 8.000 EACH| 1587.41000 12699.28| 1536.80000 12294.40| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 601-94689 8.000 EACH| 2011.45000 16091.60| 1947.31000 15578.48| GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 120.000 m | 44.20000 5304.00| 42.79000 5134.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06639 74.000 m | 97.85000 7240.90| 185.55000 13730.70| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 604-06069 127.000 m2 | 143.48000 18221.96| 126.36000 16047.72| CURB RAMP, CONCRETE | | | 0045 604-91531 2441.000 m2 | 28.61000 69837.01| 33.96000 82896.36| SIDEWALK, CONCRETE, 100 mm | | | 0046 605-05523 30.000 m | 43.49000 1304.70| 90.11000 2703.30| CURB, HMA | | | 0047 605-06100 782.000 m | 38.68000 30247.76| 47.28000 36972.96| CURB, INTEGRAL, C, CONCRETE | | | 0048 605-06120 148.000 m | 39.85000 5897.80| 61.43000 9091.64| CURB, CONCRETE | | | 0049 605-06140 748.000 m | 46.39000 34699.72| 43.24000 32343.52| CURB AND GUTTER, CONCRETE | | | 0050 605-06255 666.000 m2 | 66.89000 44548.74| 80.81000 53819.46| CENTER CURB, D, CONCRETE | | | 0051 605-97937 36.000 m | 57.21000 2059.56| 120.17000 4326.12| CURB AND GUTTER, CONCRETE, ROLL | | | 0052 609-06259 888.000 m2 | 76.11000 67585.68| 75.30000 66866.40| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0053 610-07486 709.000 Mg | 50.01000 35457.09| 58.00000 41122.00| HMA FOR APPROACHES, TYPE A | | | 0054 611-05330 133.000 m2 | 39.50000 5253.50| 48.24000 6415.92| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0055 615-06505 8.000 EACH| 494.71000 3957.68| 478.93000 3831.44| MONUMENT, B | | | 0056 616-02320 1633.000 m2 | 3.51000 5731.83| 2.18000 3559.94| GEOTEXTILES | | | 0057 616-06405 1139.000 Mg | 29.72000 33851.08| 32.23000 36709.97| RIPRAP, REVETMENT | | | 0058 616-06451 36.000 Mg | 35.47000 1276.92| 33.76000 1215.36| RIPRAP, UNIFORM | | | 0059 616-93019 205.000 m2 | 70.67000 14487.35| 65.09000 13343.45| RIPRAP, GROUTED, 450 mm | | | 0060 621-01004 1.000 EACH| 489.27000 489.27| 473.67000 473.67| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 621-06567 174.000 kL | 2.17000 377.58| 2.11000 367.14| WATER | | | 0062 621-06575 9671.000 m2 | 3.04000 29399.84| 2.95000 28529.45| SODDING, NURSERY | | | 0063 701-51195 1020.700 m | 119.60000 122075.72| 125.00000 127587.50| PILE, STEEL H, HP 310 X 79 | | | 0064 702-51005 140.500 m3 | 706.72000 99294.16| 550.00000 77275.00| CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51015 76.600 m3 | 489.27000 37478.08| 550.00000 42130.00| CONCRETE, B, FOOTINGS | | | 0066 702-51863 164.000 EACH| 11.96000 1961.44| 4.53000 742.92| FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-01540 36.000 EACH| 13.05000 469.80| 10.78000 388.08| THREADED TIE BAR ASSEMBLY | | | 0068 703-03622 42.000 EACH| 30.44000 1278.48| 26.22000 1101.24| THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0069 703-51030 41120.000 kg | 1.63000 67025.60| 1.44000 59212.80| REINFORCING STEEL | | | 0070 703-51032 69702.000 kg | 1.85000 128948.70| 1.66000 115705.32| REINFORCING STEEL, EPOXY COATED | | | 0071 704-51002 748.500 m3 | 625.18000 467947.23| 550.00000 411675.00| CONCRETE, C, SUPERSTRUCTURE | | | 0072 704-51106 60.000 EACH| 108.73000 6523.80| 51.25000 3075.00| DECK DRAIN | | | 0073 706-06349 116.800 m | 239.20000 27938.56| 272.85000 31868.88| RAILING, TX | | | 0074 706-06372 8.000 EACH| 1630.90000 13047.20| 1570.39000 12563.12| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0075 709-51821 LUMP| 4580.66000 4580.66| 2820.97000 2820.97| SURFACE SEAL , STR. NO. 1 | | | 0076 709-51821 LUMP| 5939.17000 5939.17| 3536.74000 3536.74| SURFACE SEAL , STR. NO. 2 | | | 0077 714-07534 46.800 m | 3158.55000 147820.14| 3531.15000 165257.82| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | 0078 715-02246 2.000 EACH| 664.88000 1329.76| 187.49000 374.98| PIPE END SECTION, 1200 mm , RESET | | | 0079 715-05024 32.000 m | 180.09000 5762.88| 310.55000 9937.60| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0080 715-05048 1956.000 m | 9.67000 18914.52| 10.53000 20596.68| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 715-05053 7.000 m | 61.82000 432.74| 42.10000 294.70| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0082 715-05149 321.500 m | 83.41000 26816.32| 106.85000 34352.28| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 220.000 m | 90.72000 19958.40| 123.82000 27240.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05152 149.500 m | 93.81000 14024.60| 128.63000 19230.19| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0085 715-05154 4.000 m | 164.97000 659.88| 228.46000 913.84| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-06513 20.000 m | 83.62000 1672.40| 144.82000 2896.40| PIPE, RCP, II, D0.3=50, 1200 mm , RELAID| | | 0087 715-46000 8.000 EACH| 124.00000 992.00| 322.89000 2583.12| PIPE END SECTION, 300 mm | | | 0088 715-46005 7.000 EACH| 129.64000 907.48| 329.50000 2306.50| PIPE END SECTION, 375 mm | | | 0089 715-46040 1.000 EACH| 564.76000 564.76| 858.33000 858.33| PIPE END SECTION, 900 mm | | | 0090 718-06531 1.000 EACH| 564.20000 564.20| 631.56000 631.56| OUTLET PROTECTOR, 3 | | | 0091 718-52610 376.000 m3 | 45.86000 17243.36| 36.84000 13851.84| AGGREGATE FOR UNDERDRAINS | | | 0092 718-99153 5056.000 m2 | 1.19000 6016.64| 1.89000 9555.84| GEOTEXTILES FOR UNDERDRAIN | | | 0093 720-44000 2.000 EACH| 334.93000 669.86| 423.48000 846.96| CASTING, ADJUST TO GRADE | | | 0094 720-45030 6.000 EACH| 900.54000 5403.24| 1141.94000 6851.64| INLET, E7 | | | 0095 720-45410 5.000 EACH| 1570.07000 7850.35| 1554.67000 7773.35| MANHOLE, C4 | | | 0096 720-45415 1.000 EACH| 2252.07000 2252.07| 5713.44000 5713.44| MANHOLE, D4 | | | 0097 720-91917 1.000 EACH| 1095.55000 1095.55| 1109.67000 1109.67| INLET, A10 | | | 0098 720-98174 15.000 EACH| 1587.04000 23805.60| 1569.10000 23536.50| INLET, B15 | | | 0099 720-98555 4.000 EACH| 1587.04000 6348.16| 1569.10000 6276.40| INLET, C15 | | | 0100 728-98377 LUMP| 1880.27000 1880.27| 2557.82000 2557.82| MASONRY COATING , STR. NO. 1 | | | 0101 728-98377 LUMP| 2026.80000 2026.80| 2747.29000 2747.29| MASONRY COATING , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 801-04308 5.000 EACH| 271.82000 1359.10| 315.00000 1575.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06207 6413.000 m | 3.24000 20778.12| 3.10000 19880.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06625 19.000 EACH| 76.11000 1446.09| 100.00000 1900.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 28.000 EACH| 106.55000 2983.40| 76.00000 2128.00| CONSTRUCTION SIGN, A | | | 0106 801-06645 6.000 EACH| 76.11000 456.66| 26.00000 156.00| CONSTRUCTION SIGN, B | | | 0107 801-06710 180.000 DAY | 11.28000 2030.40| 13.68000 2462.40| FLASHING ARROW SIGN | | | 0108 801-06775 LUMP| 19479.56000 19479.56| 59892.90000 59892.90| MAINTAINING TRAFFIC | | | 0109 801-07118 82.800 m | 32.18000 2664.50| 26.00000 2152.80| BARRICADE, III-A | | | 0110 801-07119 61.200 m | 42.84000 2621.81| 26.00000 1591.20| BARRICADE, III-B | | | 0111 802-05701 41.300 m | 45.67000 1886.17| 52.63000 2173.62| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 3.265 m2 | 239.20000 780.99| 183.92000 600.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0113 805-01815 4.000 EACH| 2065.81000 8263.24| 1831.53000 7326.12| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0114 805-01842 13.000 EACH| 782.83000 10176.79| 842.08000 10947.04| HANDHOLE, SIGNAL | | | 0115 805-01844 951.000 m | 35.88000 34121.88| 34.74000 33037.74| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0116 805-02087 LUMP| 869.81000 869.81| 285.25000 285.25| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0117 805-02152 8.000 EACH| 509.93000 4079.44| 486.30000 3890.40| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0118 805-02373 807.000 m | 15.77000 12726.39| 6.63000 5350.41| INTERCONNECT CABLE, FIBER OPTIC | | | 0119 805-02503 928.000 m | 0.33000 306.24| 0.32000 296.96| CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 805-78100 1.000 EACH| 12177.41000 12177.41| 11683.86000 11683.86| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0121 805-78205 4.000 EACH| 750.22000 3000.88| 673.67000 2694.68| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78230 5.000 EACH| 1196.00000 5980.00| 1094.70000 5473.50| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0123 805-78370 4.000 EACH| 125.04000 500.16| 185.26000 741.04| PEDESTRIAN PUSH BUTTON | | | 0124 805-78415 4.000 EACH| 1337.34000 5349.36| 1315.75000 5263.00| SPAN, CATENARY, AND TETHER | | | 0125 805-78420 4.000 EACH| 190.27000 761.08| 255.78000 1023.12| DISCONNECT HANGER | | | 0126 805-78465 17.000 m | 4.78000 81.26| 6.74000 114.58| SIGNAL CABLE, 2C 8GA. | | | 0127 805-78485 55.000 m | 3.70000 203.50| 6.42000 353.10| SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 504.000 m | 4.02000 2026.08| 6.21000 3129.84| SIGNAL CABLE, 7C 14GA. | | | 0129 805-78500 155.000 m | 4.89000 757.95| 8.00000 1240.00| SIGNAL CABLE, 11C 14GA. | | | 0130 805-78510 595.000 m | 2.17000 1291.15| 3.62000 2153.90| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0131 805-78785 8.000 EACH| 815.45000 6523.60| 789.45000 6315.60| SIGNAL DETECTOR HOUSING | | | 0132 805-78795 381.000 m | 17.40000 6629.40| 23.16000 8823.96| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0133 805-78925 1.000 EACH| 1011.16000 1011.16| 1084.18000 1084.18| CONTROLLER CABINET FOUNDATION, P1 | | | 0134 805-81032 4.000 EACH| 3446.64000 13786.56| 3052.54000 12210.16| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0135 805-92504 4.000 EACH| 1.09000 4.36| 259.99000 1039.96| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0136 808-03002 123.000 m | 1.28000 157.44| 1.46000 179.58| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0137 808-03631 1448.000 m | 1.28000 1853.44| 1.46000 2114.08| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0138 808-03632 822.000 m | 1.28000 1052.16| 1.46000 1200.12| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 231 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,773.72 ROUTE : CALL ORDER : 231 CONTRACT ID : R -27412-A COUNTIES : MARION LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 | |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 808-06701 194.000 m | 1.07000 207.58| 1.06000 205.64| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0140 808-06703 799.000 m | 1.07000 854.93| 1.04000 830.96| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0141 808-06716 400.000 m | 5.98000 2392.00| 1.56000 624.00| LINE, REMOVE | | | 0142 808-74805 40.000 m | 40.17000 1606.80| 46.00000 1840.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0143 808-74807 10.000 EACH| 130.47000 1304.70| 148.00000 1480.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0144 808-74808 10.000 EACH| 171.79000 1717.90| 193.00000 1930.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0145 808-75245 1284.000 m | 1.07000 1373.88| 1.04000 1335.36| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0146 808-75297 35.000 m | 24.95000 873.25| 11.00000 385.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0147 808-75300 132.000 m | 8.32000 1098.24| 2.50000 330.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0148 808-75320 6.000 EACH| 60.89000 365.34| 50.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0149 808-75325 6.000 EACH| 88.07000 528.42| 53.00000 318.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0150 808-94455 159.000 m | 13.43000 2135.37| 15.00000 2385.00| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | SECTION TOTALS | $ 3,588,537.21| $ 3,875,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,588,537.21| $ 3,875,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,195.30 ROUTE : 64 CALL ORDER : 241 CONTRACT ID : R -27419-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 859,303.30 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 866,500.00 100.8375% 3 35-1643252 C-TECH CORPORATION, INC. $ 882,049.10 102.6470% 4 35-2110733 SPECIALTIES COMPANY LLC $ 933,275.65 108.6084% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0821499 |(3) 35-1643252 |RAGLE, INC. |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP| 16000.00000 16000.00| 8600.00000 8600.00| 24700.00000 24700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1000.00000 9000.00| 1295.00000 11655.00| 1200.00000 10800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 43500.00000 43500.00| 8198.25000 8198.25| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 13000.00000 13000.00| 4500.00000 4500.00| 16200.00000 16200.00 CLEARING AND GRUBBING | | | 0005 202-02241 1063.000 LFT | 2.20000 2338.60| 4.25000 4517.75| 2.20000 2338.60 GUARDRAIL, REMOVE | | | 0006 202-02272 61.000 LFT | 6.00000 366.00| 27.00000 1647.00| 108.00000 6588.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-91385 1.000 EACH| 200.00000 200.00| 430.00000 430.00| 1700.00000 1700.00 INLET, REMOVE | | | 0008 202-93741 28.000 EACH| 250.00000 7000.00| 400.00000 11200.00| 100.00000 2800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-95027 4.000 EACH| 650.00000 2600.00| 1695.00000 6780.00| 2425.00000 9700.00 IMPACT ATTENUATOR, REMOVE | | | 0010 203-02000 935.000 CYS | 15.00000 14025.00| 17.50000 16362.50| 54.00000 50490.00 EXCAVATION, COMMON | | | 0011 203-02070 6502.000 CYS | 20.00000 130040.00| 17.50000 113785.00| 15.60000 101431.20 BORROW | | | 0012 205-06937 1265.000 LFT | 1.75000 2213.75| 3.50000 4427.50| 1.60000 2024.00 TEMPORARY SILT FENCE | | | 0013 303-07449 97.000 TON | 25.00000 2425.00| 20.00000 1940.00| 54.00000 5238.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 601-05999 2.000 EACH| 40.00000 80.00| 15.00000 30.00| 40.00000 80.00 CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,195.30 ROUTE : 64 CALL ORDER : 241 CONTRACT ID : R -27419-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0821499 |(3) 35-1643252 |RAGLE, INC. |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-06035 708.000 LFT | 5.40000 3823.20| 10.75000 7611.00| 5.40000 3823.20 GUARDRAIL, RESET | | | 0016 601-06233 36.000 EACH| 7000.00000 252000.00| 6825.00000 245700.00| 5985.00000 215460.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0017 601-06246 4.000 EACH| 32500.00000 130000.00| 34775.00000 139100.00| 32475.00000 129900.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0018 601-06294 2.000 EACH| 4000.00000 8000.00| 2195.00000 4390.00| 5350.00000 10700.00 IMPACT ATTENUATOR, RESET, ED, W1, TL-3 | | | 0019 601-91147 4.000 EACH| 1575.00000 6300.00| 1750.00000 7000.00| 1575.00000 6300.00 GUARD RAIL END TREATMENT, RESET | | | 0020 601-94689 8.000 EACH| 1850.00000 14800.00| 2300.00000 18400.00| 1850.00000 14800.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-94690 16.000 EACH| 3300.00000 52800.00| 3750.00000 60000.00| 3300.00000 52800.00 GUARDRAIL END TREATMENT, MS | | | 0022 601-95300 6.000 EACH| 70.00000 420.00| 160.00000 960.00| 70.00000 420.00 CONNECTOR, A S | | | 0023 601-97079 36.000 EACH| 1000.00000 36000.00| 1100.00000 39600.00| 2250.00000 81000.00 GRAVEL BARREL ARRAY, REMOVE | | | 0024 601-97774 1.000 EACH| 900.00000 900.00| 1100.00000 1100.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-97803 1.000 EACH| 2100.00000 2100.00| 1925.00000 1925.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 984.000 LFT | 11.85000 11660.40| 13.75000 13530.00| 11.85000 11660.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99132 1.000 EACH| 55.00000 55.00| 125.00000 125.00| 55.00000 55.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0028 601-99133 13.000 EACH| 45.00000 585.00| 125.00000 1625.00| 45.00000 585.00 GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0029 621-01004 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02770 600.000 SYS | 1.55000 930.00| 2.00000 1200.00| 1.75000 1050.00 EROSION CONTROL BLANKET | | | 0031 621-06559 48761.000 SYS | 0.35000 17066.35| 0.50000 24380.50| 0.70000 34132.70 MULCHED SEEDING, R | | | 0032 715-04844 18.000 EACH| 1200.00000 21600.00| 2000.00000 36000.00| 865.00000 15570.00 GRATED BOX END SECTION, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,195.30 ROUTE : 64 CALL ORDER : 241 CONTRACT ID : R -27419-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0821499 |(3) 35-1643252 |RAGLE, INC. |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-05595 48.000 LFT | 50.00000 2400.00| 53.50000 2568.00| 98.00000 4704.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0034 715-05596 24.000 LFT | 55.00000 1320.00| 57.00000 1368.00| 76.00000 1824.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0035 715-05756 251.000 LFT | 45.00000 11295.00| 48.50000 12173.50| 26.00000 6526.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0036 715-90588 18.000 LFT | 20.00000 360.00| 43.00000 774.00| 38.00000 684.00 PIPE, RELAID, 12 IN. | | | 0037 715-97559 1.000 EACH| 5000.00000 5000.00| 6325.00000 6325.00| 4325.00000 4325.00 GRATED BOX END SECTION, II, 10:1, 12 IN.| | | 0038 801-06710 104.000 DAY | 50.00000 5200.00| 18.00000 1872.00| 35.00000 3640.00 FLASHING ARROW SIGN | | | 0039 801-06775 LUMP| 16000.00000 16000.00| 33050.00000 33050.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0040 801-92448 1000.000 DAY | 15.00000 15000.00| 10.65000 10650.00| 6.00000 6000.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 859,303.30| $ 866,500.00| $ 882,049.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,303.30| $ 866,500.00| $ 882,049.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,195.30 ROUTE : 64 CALL ORDER : 241 CONTRACT ID : R -27419-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2110733 | | |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP| 24000.00000 24000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1900.00000 17100.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 63200.00000 63200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 11800.00000 11800.00| | CLEARING AND GRUBBING | | | 0005 202-02241 1063.000 LFT | 3.00000 3189.00| | GUARDRAIL, REMOVE | | | 0006 202-02272 61.000 LFT | 9.00000 549.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-91385 1.000 EACH| 1000.00000 1000.00| | INLET, REMOVE | | | 0008 202-93741 28.000 EACH| 300.00000 8400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-95027 4.000 EACH| 1800.00000 7200.00| | IMPACT ATTENUATOR, REMOVE | | | 0010 203-02000 935.000 CYS | 11.00000 10285.00| | EXCAVATION, COMMON | | | 0011 203-02070 6502.000 CYS | 14.70000 95579.40| | BORROW | | | 0012 205-06937 1265.000 LFT | 2.25000 2846.25| | TEMPORARY SILT FENCE | | | 0013 303-07449 97.000 TON | 34.80000 3375.60| | COMPACTED AGGREGATE, NO. 73 | | | 0014 601-05999 2.000 EACH| 50.00000 100.00| | CURVED TERMINAL END | | | 0015 601-06035 708.000 LFT | 13.00000 9204.00| | GUARDRAIL, RESET | | | 0016 601-06233 36.000 EACH| 7300.00000 262800.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0017 601-06246 4.000 EACH| 25000.00000 100000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0018 601-06294 2.000 EACH| 4000.00000 8000.00| | IMPACT ATTENUATOR, RESET, ED, W1, TL-3 | | | 0019 601-91147 4.000 EACH| 2000.00000 8000.00| | GUARD RAIL END TREATMENT, RESET | | | 0020 601-94689 8.000 EACH| 2600.00000 20800.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 241 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,195.30 ROUTE : 64 CALL ORDER : 241 CONTRACT ID : R -27419-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2110733 | | |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94690 16.000 EACH| 3600.00000 57600.00| | GUARDRAIL END TREATMENT, MS | | | 0022 601-95300 6.000 EACH| 200.00000 1200.00| | CONNECTOR, A S | | | 0023 601-97079 36.000 EACH| 1400.00000 50400.00| | GRAVEL BARREL ARRAY, REMOVE | | | 0024 601-97774 1.000 EACH| 1100.00000 1100.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-97803 1.000 EACH| 2500.00000 2500.00| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 984.000 LFT | 19.00000 18696.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99132 1.000 EACH| 150.00000 150.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0028 601-99133 13.000 EACH| 150.00000 1950.00| | GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0029 621-01004 1.000 EACH| 1250.00000 1250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02770 600.000 SYS | 2.30000 1380.00| | EROSION CONTROL BLANKET | | | 0031 621-06559 48761.000 SYS | 0.40000 19504.40| | MULCHED SEEDING, R | | | 0032 715-04844 18.000 EACH| 1600.00000 28800.00| | GRATED BOX END SECTION, RESET | | | 0033 715-05595 48.000 LFT | 60.00000 2880.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0034 715-05596 24.000 LFT | 65.00000 1560.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0035 715-05756 251.000 LFT | 53.00000 13303.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0036 715-90588 18.000 LFT | 43.00000 774.00| | PIPE, RELAID, 12 IN. | | | 0037 715-97559 1.000 EACH| 5300.00000 5300.00| | GRATED BOX END SECTION, II, 10:1, 12 IN.| | | 0038 801-06710 104.000 DAY | 50.00000 5200.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 241 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 895,195.30 ROUTE : 64 CALL ORDER : 241 CONTRACT ID : R -27419-A COUNTIES : VARIOUS LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2110733 | | |SPECIALTIES COMPANY LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06775 LUMP| 37300.00000 37300.00| | MAINTAINING TRAFFIC | | | 0040 801-92448 1000.000 DAY | 25.00000 25000.00| | CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 933,275.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 933,275.65| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,476,910.42 ROUTE : COUNTY ROAD 400N CALL ORDER : 251 CONTRACT ID : R -27450-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8834002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,059,090.77 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 42700.00000 42700.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 46480.00000 46480.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 13734.000 CYS | 11.77000 161649.18| | EXCAVATION, COMMON | | | 0006 203-02070 1650.000 CYS | 10.93000 18034.50| | BORROW | | | 0007 205-06931 244.000 TON | 29.24000 7134.56| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06937 6081.000 LFT | 1.26000 7662.06| | TEMPORARY SILT FENCE | | | 0009 207-07499 16105.000 SYS | 3.48000 56045.40| | SUBGRADE TREATMENT, TYPE B | | | 0010 211-07454 609.000 CYS | 17.56000 10694.04| | STRUCTURE BACKFILL | | | 0011 303-01180 8712.000 TON | 12.10000 105415.20| | COMPACTED AGGREGATE, NO. 53 | | | 0012 303-07449 13.300 TON | 21.76000 289.41| | COMPACTED AGGREGATE, NO. 73 | | | 0013 306-08033 444.000 SYS | 3.99000 1771.56| | MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 909.000 SYS | 3.96000 3599.64| | MILLING, TRANSITION | | | 0015 401-06264 LUMP| 1629.33000 1629.33| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,476,910.42 ROUTE : COUNTY ROAD 400N CALL ORDER : 251 CONTRACT ID : R -27450-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 401-07389 4357.000 TON | 31.45000 137027.65| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0018 402-05495 486.000 TON | 37.88000 18409.68| | HMA WEDGE AND LEVEL | | | 0019 405-05517 6.850 TON | 330.00000 2260.50| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 8.130 TON | 203.50000 1654.46| | ASPHALT FOR TACK COAT | | | 0021 603-06040 4192.000 LFT | 4.10000 17187.20| | FENCE, FARM FIELD, 47 IN. | | | 0022 610-07486 721.000 TON | 74.17000 53476.57| | HMA FOR APPROACHES, TYPE A | | | 0023 611-05330 116.000 SYS | 44.15000 5121.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0024 611-06497 13.000 EACH| 130.00000 1690.00| | MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH| 190.00000 190.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06505 9.000 EACH| 350.00000 3150.00| | MONUMENT, B | | | 0027 615-06527 2.000 EACH| 250.00000 500.00| | MONUMENT, SECTION CORNER | | | 0028 616-02320 539.600 SYS | 1.12000 604.35| | GEOTEXTILES | | | 0029 616-05688 78.900 TON | 30.56000 2411.18| | RIPRAP, CLASS 1 | | | 0030 616-05689 28.200 TON | 31.66000 892.81| | RIPRAP, CLASS 2 | | | 0031 616-06405 186.600 TON | 25.47000 4752.70| | RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 200.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06574 1910.000 SYS | 3.54000 6761.40| | SODDING | | | 0035 621-06575 10938.000 SYS | 3.58000 39158.04| | SODDING, NURSERY | | | 0037 715-03487 4.000 EACH| 1145.05000 4580.20| | SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0038 715-05019 120.000 LFT | 52.32000 6278.40| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,476,910.42 ROUTE : COUNTY ROAD 400N CALL ORDER : 251 CONTRACT ID : R -27450-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05048 100.000 LFT | 17.25000 1725.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0040 715-05049 100.000 LFT | 24.30000 2430.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0041 715-05051 100.000 LFT | 25.01000 2501.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0042 715-05052 100.000 LFT | 25.67000 2567.00| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0043 715-05123 100.000 LFT | 40.24000 4024.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0044 715-05125 154.000 LFT | 46.98000 7234.92| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0045 715-05127 144.000 LFT | 58.28000 8392.32| | PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0046 715-05128 90.000 LFT | 69.70000 6273.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0047 715-05169 627.000 LFT | 24.93000 15631.11| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0049 715-05232 48.000 LFT | 55.51000 2664.48| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0050 715-05244 84.000 LFT | 80.21000 6737.64| | PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0051 715-05361 62.000 LFT | 38.78000 2404.36| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0052 715-05842 4.000 EACH| 1320.00000 5280.00| | CONCRETE ANCHOR, 42 IN. | | | 0053 715-06004 2.000 EACH| 1430.00000 2860.00| | CONCRETE ANCHOR, 48 IN. | | | 0054 715-46005 28.000 EACH| 240.68000 6739.04| | PIPE END SECTION, 15 IN. | | | 0055 715-46020 4.000 EACH| 247.68000 990.72| | PIPE END SECTION, 24 IN. | | | 0056 715-46030 2.000 EACH| 495.35000 990.70| | PIPE END SECTION, 30 IN. | | | 0057 715-46040 4.000 EACH| 690.77000 2763.08| | PIPE END SECTION, 36 IN. | | | 0058 715-46045 4.000 EACH| 308.35000 1233.40| | PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,476,910.42 ROUTE : COUNTY ROAD 400N CALL ORDER : 251 CONTRACT ID : R -27450-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46065 2.000 EACH| 346.85000 693.70| | PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0060 801-06625 26.000 EACH| 60.00000 1560.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 22.000 EACH| 102.00000 2244.00| | CONSTRUCTION SIGN, A | | | 0062 801-06645 13.000 EACH| 1.00000 13.00| | CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP| 19915.88000 19915.88| | MAINTAINING TRAFFIC | | | 0064 801-07119 144.000 LFT | 8.50000 1224.00| | BARRICADE, III-B | | | 0065 802-05701 211.800 LFT | 9.95000 2107.41| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 139.800 SFT | 14.95000 2090.01| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 808-06713 18219.000 LFT | 0.10000 1821.90| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0068 808-75240 1158.500 LFT | 0.25000 289.63| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75245 9918.000 LFT | 0.25000 2479.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0070 808-75297 76.900 LFT | 5.50000 422.95| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0071 401-07325 2158.000 TON | 41.07000 88629.06| | QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | | 0072 621-06553 1530.000 LBS | 2.71000 4146.30| | SEED MIXTURE, R | | | 0073 621-06545 4.000 TON | 515.00000 2060.00| | FERTILIZER | | | 0074 621-06565 18.000 TON | 393.00000 7074.00| | MULCHING MATERIAL | | | 0075 715-26820 4.000 EACH| 6316.56000 25266.24| | GRATED BOX END SECTION, I, 3:1, 57 IN. | | | X 38 IN. | | | SECTION TOTALS | $ 1,059,090.77| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,059,090.77| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,635,186.51 ROUTE : 31 CALL ORDER : 261 CONTRACT ID : R -27471-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/10/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1534024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,359,631.98 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 10500.00000 10500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1925.00000 15400.00| | FIELD OFFICE, B | | | 0003 108-01614 LUMP| 6600.00000 6600.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 209853.00000 209853.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 306-08034 17808.000 SYS | 1.50000 26712.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08037 383642.000 SYS | 1.32000 506407.44| | MILLING, ASPHALT, 3 IN. | | | 0008 401-06264 LUMP| 12000.00000 12000.00| | PROFILOGRAPH, HMA | | | 0009 401-07337 30252.000 TON | 44.70000 1352264.40| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0010 401-07405 40335.000 TON | 32.75000 1320971.25| | QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0011 406-05520 167.000 TON | 166.00000 27722.00| | ASPHALT FOR TACK COAT | | | 0012 610-07788 4735.000 TON | 44.70000 211654.50| | HMA FOR APPROACHES, TYPE D | | | 0013 612-04315 130.000 TON | 745.00000 96850.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0014 612-60410 2149.000 EACH| 6.75000 14505.75| | DRILLED HOLE FOR UNDERSEAL | | | 0015 801-06207 60906.000 LFT | 0.67000 40807.02| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06218 2746.000 LFT | 2.89000 7935.94| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,635,186.51 ROUTE : 31 CALL ORDER : 261 CONTRACT ID : R -27471-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 801-06640 68.000 EACH| 75.00000 5100.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 151.000 DAY | 22.00000 3322.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 32895.08000 32895.08| | MAINTAINING TRAFFIC | | | 0020 805-02328 36146.000 LFT | 0.30000 10843.80| | SIGNAL CABLE, 1C 14GA. | | | 0021 805-78510 7500.000 LFT | 0.50000 3750.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0022 805-78785 50.000 EACH| 450.00000 22500.00| | SIGNAL DETECTOR HOUSING | | | 0023 805-78785 50.000 EACH| 250.00000 12500.00| | SIGNAL DETECTOR HOUSING , REMOVE | | | 0024 805-78795 11458.000 LFT | 5.50000 63019.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-03002 222.000 LFT | 6.00000 1332.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0026 808-03631 886.000 LFT | 6.00000 5316.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0027 808-03632 886.000 LFT | 6.00000 5316.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0028 808-06701 23365.000 LFT | 0.24000 5607.60| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0029 808-06703 144700.000 LFT | 0.23000 33281.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-06705 1900.000 LFT | 0.95000 1805.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0031 808-75245 92570.000 LFT | 0.23000 21291.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75260 255.000 LFT | 2.50000 637.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0033 808-75297 2746.000 LFT | 3.00000 8238.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75320 204.000 EACH| 45.00000 9180.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,635,186.51 ROUTE : 31 CALL ORDER : 261 CONTRACT ID : R -27471-A COUNTIES : HOWARD LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75325 174.000 EACH| 55.00000 9570.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75340 12.000 EACH| 300.00000 3600.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0037 808-75996 1282.000 EACH| 5.80000 7435.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 1282.000 EACH| 24.50000 31409.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 304-07783 1000.000 TON | 170.00000 170000.00| | HMA PATCHING, TYPE D | | | 0040 805-06592 1750.000 LFT | 18.00000 31500.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | SECTION TOTALS | $ 4,359,631.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,359,631.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,790,262.94 ROUTE : 3 CALL ORDER : 271 CONTRACT ID : R -27518-A COUNTIES : NOBLE LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5357002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 3,490,899.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,629,583.11 103.9727% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND SHOULDER REHABILITATION | | | 0001 105-06845 LUMP| 1000.00000 1000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1475.00000 8850.00| 2000.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 174000.00000 174000.00| 163000.00000 163000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 2258.000 LFT | 1.60000 3612.80| 1.50000 3387.00| GUARDRAIL, REMOVE | | | 0005 202-90277 14.000 EACH| 10.00000 140.00| 10.00000 140.00| DETECTOR HOUSING, REMOVE | | | 0006 202-93741 8.000 EACH| 75.00000 600.00| 200.00000 1600.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 301-07448 7200.000 TON | 16.45000 118440.00| 16.00000 115200.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-01180 4690.000 TON | 13.15000 61673.50| 15.00000 70350.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07491 650.000 TON | 61.25000 39812.50| 60.00000 39000.00| HMA PATCHING, TYPE C | | | 0010 304-07492 50.000 TON | 45.65000 2282.50| 80.00000 4000.00| WIDENING WITH HMA, TYPE A | | | 0011 306-08037 149700.000 SYS | 2.00000 299400.00| 1.00000 149700.00| MILLING, ASPHALT, 3 IN. | | | 0012 306-08038 45870.000 SYS | 0.62000 28439.40| 0.40000 18348.00| MILLING, ASPHALT, 4 IN. | | | 0013 306-08039 1000.000 SYS | 3.30000 3300.00| 3.00000 3000.00| MILLING, ASPHALT REMOVAL | | | 0014 306-08043 15810.000 SYS | 0.01000 158.10| 0.01000 158.10| MILLING, TRANSITION | | | 0015 401-06264 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,790,262.94 ROUTE : 3 CALL ORDER : 271 CONTRACT ID : R -27518-A COUNTIES : NOBLE LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07320 4205.000 TON | 30.75000 129303.75| 32.00000 134560.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0017 401-07334 13800.000 TON | 40.55000 559590.00| 43.00000 593400.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm _ _SMA| | | 0018 401-07398 34000.000 TON | 27.05000 919700.00| 28.00000 952000.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0019 401-07406 10550.000 TON | 24.00000 253200.00| 28.00000 295400.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0020 406-05520 108.500 TON | 1.00000 108.50| 1.00000 108.50| ASPHALT FOR TACK COAT | | | 0021 601-94689 4.000 EACH| 1955.00000 7820.00| 3372.39000 13489.56| GUARDRAIL END TREATMENT, OS | | | 0022 601-94690 4.000 EACH| 3450.00000 13800.00| 4136.20000 16544.80| GUARDRAIL END TREATMENT, MS | | | 0023 601-99105 1757.000 LFT | 12.45000 21874.65| 12.00000 21084.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 601-99108 501.000 LFT | 18.25000 9143.25| 17.00000 8517.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0025 606-07484 73395.000 LFT | 0.01000 733.95| 0.15000 11009.25| MILLED HMA SHOULDER CORRUGATIONS | | | 0026 610-07486 1110.000 TON | 54.00000 59940.00| 45.00000 49950.00| HMA FOR APPROACHES, TYPE A | | | 0027 715-05048 34168.000 LFT | 3.00000 102504.00| 3.00000 102504.00| PIPE, TYPE 4, CIRCULAR, 6 IN. , | | | PERFORATED | | | 0028 715-05053 5631.000 LFT | 1.00000 5631.00| 16.00000 90096.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0029 715-05115 2010.000 LFT | 44.50000 89445.00| 50.50000 101505.00| PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0030 718-06526 2100.000 TON | 37.25000 78225.00| 18.00000 37800.00| HMA FOR UNDERDRAINS | | | 0031 718-06528 165.000 EACH| 510.00000 84150.00| 510.00000 84150.00| OUTLET PROTECTOR, 1 | | | 0032 718-06532 9850.000 LFT | 0.90000 8865.00| 0.90000 8865.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0033 718-52610 519.000 CYS | 55.00000 28545.00| 15.00000 7785.00| AGGREGATE FOR UNDERDRAINS | | | 0034 801-06203 9180.000 LFT | 0.19000 1744.20| 0.50000 4590.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 4590.000 LFT | 0.01000 45.90| 0.01000 45.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,790,262.94 ROUTE : 3 CALL ORDER : 271 CONTRACT ID : R -27518-A COUNTIES : NOBLE LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06640 38.000 EACH| 86.00000 3268.00| 86.00000 3268.00| CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 2175.00000 2175.00| 14000.00000 14000.00| MAINTAINING TRAFFIC | | | 0038 804-06771 40.000 EACH| 22.20000 888.00| 30.00000 1200.00| DELINEATOR POST, FLEXIBLE | | | 0039 805-78470 5100.000 LFT | 0.20000 1020.00| 0.20000 1020.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78785 14.000 EACH| 490.00000 6860.00| 490.00000 6860.00| SIGNAL DETECTOR HOUSING | | | 0041 805-78795 1675.000 LFT | 8.80000 14740.00| 8.80000 14740.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 808-03632 48005.000 LFT | 0.32000 15361.60| 0.44000 21122.20| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0046 808-75051 54830.000 LFT | 1.85000 101435.50| 1.85000 101435.50| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0047 808-75059 11470.000 LFT | 1.85000 21219.50| 1.85000 21219.50| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0048 808-75996 800.000 EACH| 2.35000 1880.00| 2.49000 1992.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 800.000 EACH| 25.00000 20000.00| 19.25000 15400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 808-97323 288.000 LFT | 5.40000 1555.20| 5.10000 1468.80| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0051 808-75067 465.000 LFT | 13.50000 6277.50| 14.00000 6510.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75071 44.000 EACH| 213.00000 9372.00| 225.00000 9900.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0053 808-75073 44.000 EACH| 311.00000 13684.00| 315.00000 13860.00| PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0054 616-05688 6000.000 TON | 24.50000 147000.00| 36.00000 216000.00| RIPRAP, CLASS 1 | | | 0055 203-02070 1200.000 CYS | 0.01000 12.00| 23.00000 27600.00| BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,790,262.94 ROUTE : 3 CALL ORDER : 271 CONTRACT ID : R -27518-A COUNTIES : NOBLE LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 603-06045 320.000 LFT | 12.90000 4128.00| 15.00000 4800.00| FENCE, CHAIN LINK, 48 IN. | | | 0057 603-06040 50.000 LFT | 8.40000 420.00| 12.00000 600.00| FENCE, FARM FIELD, 47 IN. | | | 0058 801-92448 300.000 DAY | 1.75000 525.00| 1.00000 300.00| CONSTRUCTION SIGNS, MOBILE | | | 0059 801-06710 50.000 DAY | 40.00000 2000.00| 40.00000 2000.00| FLASHING ARROW SIGN | | | SECTION TOTALS | $ 3,490,899.30| $ 3,629,583.11| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,490,899.30| $ 3,629,583.11| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 465 CALL ORDER : 321 CONTRACT ID : RS-26969-B COUNTIES : BOONE HAMILTON LETTING DATE : 04/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,147,800.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,446,616.65 126.0338% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,219.54 ROUTE : 2 CALL ORDER : 371 CONTRACT ID : RS-27119-A COUNTIES : LAKE LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3845004 3845004 3845004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,143,594.32 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 1,383,576.67 120.9849% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,508,177.07 131.8804% ==================================================================================================================================== |(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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 17000.00000 17000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 100.00000 100.00| 750.00000 750.00| 550.00000 550.00 PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH| 100.00000 200.00| 510.00000 1020.00| 400.00000 800.00 PHONE(INSPECTOR) | | | 0004 105-07039 6.000 MOS | 1500.00000 9000.00| 2800.00000 16800.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0005 110-01001 LUMP| 57000.00000 57000.00| 69178.80000 69178.80| 75500.00000 75500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 1807.000 LFT | 2.30000 4156.10| 2.30000 4156.10| 2.30000 4156.10 GUARDRAIL, REMOVE | | | 0007 202-02279 570.000 LFT | 4.50000 2565.00| 3.40000 1938.00| 11.50000 6555.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 100.000 SYS | 14.00000 1400.00| 15.60000 1560.00| 34.25000 3425.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-74035 1.000 EACH| 25.00000 25.00| 20.00000 20.00| 25.00000 25.00 SIGN, REMOVE | | | 0010 202-91385 6.000 EACH| 275.00000 1650.00| 315.00000 1890.00| 550.00000 3300.00 INLET, REMOVE | | | 0011 202-93741 29.000 EACH| 125.00000 3625.00| 125.00000 3625.00| 125.00000 3625.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02000 620.000 CYS | 12.50000 7750.00| 17.00000 10540.00| 25.00000 15500.00 EXCAVATION, COMMON | | | 0013 207-07502 1200.000 SYS | 1.00000 1200.00| 6.60000 7920.00| 4.00000 4800.00 SUBGRADE TREATMENT, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,219.54 ROUTE : 2 CALL ORDER : 371 CONTRACT ID : RS-27119-A COUNTIES : LAKE LETTING DATE : 04/20/04 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 211-07454 85.000 CYS | 7.50000 637.50| 20.00000 1700.00| 20.00000 1700.00 STRUCTURE BACKFILL | | | 0015 303-07449 120.000 TON | 27.00000 3240.00| 22.70000 2724.00| 30.00000 3600.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 820.000 TON | 50.00000 41000.00| 70.00000 57400.00| 80.25000 65805.00 HMA PATCHING, TYPE B | | | 0017 306-08032 13340.000 SYS | 0.95000 12673.00| 1.70000 22678.00| 4.10000 54694.00 MILLING, TRANSITION | | | 0018 306-08033 121975.000 SYS | 0.40000 48790.00| 0.85000 103678.75| 0.80000 97580.00 MILLING, ASPHALT, 1 IN. | | | 0019 306-08034 65785.000 SYS | 0.50000 32892.50| 1.13000 74337.05| 1.07000 70389.95 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 401-06264 LUMP| 4000.00000 4000.00| 12360.00000 12360.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0021 401-07328 13800.000 TON | 37.00000 510600.00| 41.40000 571320.00| 46.00000 634800.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0022 401-07379 20.000 TON | 75.00000 1500.00| 70.00000 1400.00| 68.00000 1360.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0023 401-07408 60.000 TON | 60.00000 3600.00| 49.60000 2976.00| 51.00000 3060.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0024 406-05520 37.000 TON | 300.00000 11100.00| 430.00000 15910.00| 555.00000 20535.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 6.000 EACH| 1675.00000 10050.00| 1675.00000 10050.00| 1675.00000 10050.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01846 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-02024 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 3000.00000 6000.00 GUARDRAIL TRANSITION, TGB, MODIFIED | | | 0028 601-02169 20.000 LFT | 50.00000 1000.00| 50.00000 1000.00| 50.00000 1000.00 GUARDRAIL, W BEAM, MODIFIED | | | 0029 601-94689 29.000 EACH| 2085.00000 60465.00| 2085.00000 60465.00| 2085.00000 60465.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 5.000 EACH| 925.00000 4625.00| 925.00000 4625.00| 925.00000 4625.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 2275.000 LFT | 13.80000 31395.00| 13.80000 31395.00| 13.80000 31395.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 604-06069 200.000 SYS | 90.00000 18000.00| 120.00000 24000.00| 95.30000 19060.00 CURB RAMP, CONCRETE | | | 0033 605-06140 45.000 LFT | 40.00000 1800.00| 42.00000 1890.00| 18.50000 832.50 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,219.54 ROUTE : 2 CALL ORDER : 371 CONTRACT ID : RS-27119-A COUNTIES : LAKE LETTING DATE : 04/20/04 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 610-07487 1280.000 TON | 58.00000 74240.00| 42.80000 54784.00| 65.10000 83328.00 HMA FOR APPROACHES, TYPE B | | | 0035 615-06527 6.000 EACH| 450.00000 2700.00| 450.00000 2700.00| 450.00000 2700.00 MONUMENT, SECTION CORNER | | | 0036 616-02320 27.000 SYS | 3.70000 99.90| 1.85000 49.95| 3.75000 101.25 GEOTEXTILES | | | 0037 616-06405 20.000 TON | 30.00000 600.00| 52.00000 1040.00| 108.00000 2160.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 30.000 SYS | 24.75000 742.50| 24.75000 742.50| 24.75000 742.50 MULCHED SEEDING, R | | | 0040 621-06574 68.000 SYS | 40.00000 2720.00| 40.00000 2720.00| 40.00000 2720.00 SODDING | | | 0041 715-05118 10.000 LFT | 55.00000 550.00| 75.00000 750.00| 35.00000 350.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0042 715-05123 9.000 LFT | 65.00000 585.00| 80.00000 720.00| 50.00000 450.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0043 715-05125 7.000 LFT | 75.00000 525.00| 110.00000 770.00| 65.00000 455.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0044 715-05234 23.000 LFT | 70.00000 1610.00| 85.00000 1955.00| 55.00000 1265.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.1 | | | SQ. FT. | | | 0045 720-45035 2.000 EACH| 1400.00000 2800.00| 1200.00000 2400.00| 2050.00000 4100.00 INLET, F7 | | | 0046 720-45130 3.000 EACH| 1450.00000 4350.00| 1200.00000 3600.00| 1475.00000 4425.00 INLET, E7, MODIFIED | | | 0047 720-45335 2.000 EACH| 1500.00000 3000.00| 1750.00000 3500.00| 2200.00000 4400.00 CATCH BASIN, E7, MODIFIED | | | 0048 801-06203 755.000 LFT | 3.00000 2265.00| 2.05000 1547.75| 3.00000 2265.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 755.000 LFT | 3.00000 2265.00| 1.00000 755.00| 2.50000 1887.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 124.000 EACH| 97.00000 12028.00| 101.00000 12524.00| 79.00000 9796.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 20000.00000 20000.00| 28000.00000 28000.00| 31500.00000 31500.00 MAINTAINING TRAFFIC | | | 0052 802-76025 20.000 SFT | 11.00000 220.00| 14.50000 290.00| 11.00000 220.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,219.54 ROUTE : 2 CALL ORDER : 371 CONTRACT ID : RS-27119-A COUNTIES : LAKE LETTING DATE : 04/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 804-06740 6.000 EACH| 22.00000 132.00| 22.00000 132.00| 35.00000 210.00 DELINEATOR WITH POST, D2 | | | 0054 805-01815 4.000 EACH| 1925.00000 7700.00| 1750.00000 7000.00| 1925.00000 7700.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0055 805-01842 4.000 EACH| 525.00000 2100.00| 780.00000 3120.00| 525.00000 2100.00 HANDHOLE, SIGNAL | | | 0056 805-01844 350.000 LFT | 13.00000 4550.00| 18.00000 6300.00| 13.00000 4550.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0057 805-02151 2.000 EACH| 650.00000 1300.00| 450.00000 900.00| 650.00000 1300.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0058 805-02328 4000.000 LFT | 0.25000 1000.00| 0.20000 800.00| 0.25000 1000.00 SIGNAL CABLE, 1C 14GA. | | | 0059 805-78100 1.000 EACH| 8000.00000 8000.00| 8400.00000 8400.00| 8000.00000 8000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0060 805-78205 8.000 EACH| 645.00000 5160.00| 650.00000 5200.00| 645.00000 5160.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0061 805-78370 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 PEDESTRIAN PUSH BUTTON | | | 0062 805-78415 4.000 EACH| 1300.00000 5200.00| 1800.00000 7200.00| 1300.00000 5200.00 SPAN, CATENARY, AND TETHER | | | 0063 805-78420 4.000 EACH| 325.00000 1300.00| 220.00000 880.00| 325.00000 1300.00 DISCONNECT HANGER | | | 0064 805-78445 1.000 EACH| 410.00000 410.00| 400.00000 400.00| 410.00000 410.00 SIGNAL SERVICE | | | 0065 805-78467 70.000 LFT | 1.25000 87.50| 1.50000 105.00| 1.25000 87.50 SIGNAL CABLE, 3C 8GA. | | | 0066 805-78470 600.000 LFT | 0.25000 150.00| 0.50000 300.00| 0.25000 150.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0067 805-78480 500.000 LFT | 0.85000 425.00| 1.00000 500.00| 0.85000 425.00 SIGNAL CABLE, 3C 14GA. | | | 0068 805-78485 750.000 LFT | 0.85000 637.50| 1.10000 825.00| 0.85000 637.50 SIGNAL CABLE, 5C 14GA. | | | 0069 805-78490 400.000 LFT | 0.90000 360.00| 1.20000 480.00| 0.90000 360.00 SIGNAL CABLE, 7C 14GA. | | | 0070 805-78510 2500.000 LFT | 0.78000 1950.00| 1.00000 2500.00| 0.78000 1950.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,219.54 ROUTE : 2 CALL ORDER : 371 CONTRACT ID : RS-27119-A COUNTIES : LAKE LETTING DATE : 04/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78785 5.000 EACH| 410.00000 2050.00| 450.00000 2250.00| 410.00000 2050.00 SIGNAL DETECTOR HOUSING | | | 0072 805-78795 1700.000 LFT | 8.70000 14790.00| 9.50000 16150.00| 8.70000 14790.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0073 805-78925 1.000 EACH| 510.00000 510.00| 550.00000 550.00| 510.00000 510.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0074 805-79020 LUMP| 10800.00000 10800.00| 6300.00000 6300.00| 10800.00000 10800.00 TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0075 805-92504 2.000 EACH| 325.00000 650.00| 350.00000 700.00| 325.00000 650.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0076 808-06701 4534.000 LFT | 0.23000 1042.82| 0.23000 1042.82| 0.23000 1042.82 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0077 808-06713 93173.000 LFT | 0.08000 7453.84| 0.08000 7453.84| 0.08000 7453.84 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0078 808-75240 6780.000 LFT | 0.23000 1559.40| 0.23000 1559.40| 0.23000 1559.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0079 808-75245 48312.000 LFT | 0.23000 11111.76| 0.23000 11111.76| 0.23000 11111.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0080 808-75278 115.000 LFT | 1.50000 172.50| 1.50000 172.50| 1.90000 218.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0081 808-75297 674.000 LFT | 3.25000 2190.50| 3.25000 2190.50| 3.80000 2561.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0082 808-75300 288.000 LFT | 1.00000 288.00| 1.00000 288.00| 0.95000 273.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0083 808-75320 24.000 EACH| 50.75000 1218.00| 50.75000 1218.00| 55.00000 1320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0084 808-75325 9.000 EACH| 73.25000 659.25| 73.25000 659.25| 79.00000 711.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0085 808-75340 2.000 EACH| 295.00000 590.00| 295.00000 590.00| 485.00000 970.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0086 808-75996 1037.000 EACH| 2.25000 2333.25| 4.60000 4770.20| 4.15000 4303.55 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 371 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,512,219.54 ROUTE : 2 CALL ORDER : 371 CONTRACT ID : RS-27119-A COUNTIES : LAKE LETTING DATE : 04/20/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 808-75998 1037.000 EACH| 15.50000 16073.50| 15.50000 16073.50| 17.80000 18458.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,143,594.32| $ 1,383,576.67| $ 1,508,177.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,143,594.32| $ 1,383,576.67| $ 1,508,177.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,742,919.30 ROUTE : 41 CALL ORDER : 381 CONTRACT ID : RS-27154-D COUNTIES : VIGO LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0175034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,721,711.83 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3402.43000 3402.43| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1521.30000 15213.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 136139.61000 136139.61| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1300.000 LFT | 0.99000 1287.00| | GUARDRAIL, REMOVE | | | 0005 202-90277 1.000 EACH| 352.00000 352.00| | DETECTOR HOUSING, REMOVE | | | 0006 202-93741 23.000 EACH| 294.63000 6776.49| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-01180 50.000 TON | 21.21000 1060.50| | COMPACTED AGGREGATE, NO. 53 | | | 0008 303-07449 3000.000 TON | 21.18000 63540.00| | COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07491 500.000 TON | 157.76000 78880.00| | HMA PATCHING, TYPE C | | | 0010 306-08034 225325.000 SYS | 0.75000 168993.75| | MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08043 2614.000 SYS | 8.50000 22219.00| | MILLING, TRANSITION | | | 0012 401-06264 LUMP| 8373.42000 8373.42| | PROFILOGRAPH, HMA | | | 0013 401-07320 6160.000 TON | 45.48000 280156.80| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0014 401-07328 17963.000 TON | 46.37000 832944.31| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0015 401-07362 14847.000 TON | 40.93000 607687.71| | QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,742,919.30 ROUTE : 41 CALL ORDER : 381 CONTRACT ID : RS-27154-D COUNTIES : VIGO LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07452 500.000 TON | 45.95000 22975.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0017 406-05520 126.000 TON | 206.25000 25987.50| | ASPHALT FOR TACK COAT | | | 0018 601-01700 6.000 EACH| 1952.50000 11715.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0019 601-05999 1.000 EACH| 42.00000 42.00| | CURVED TERMINAL END | | | 0020 601-06035 5697.000 LFT | 6.67000 37998.99| | GUARDRAIL, RESET | | | 0021 601-92948 11333.000 LFT | 1.63000 18472.79| | GUARDRAIL, ADJUST HEIGHT | | | 0022 601-94689 16.000 EACH| 2142.00000 34272.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-94690 5.000 EACH| 3491.25000 17456.25| | GUARDRAIL END TREATMENT, MS | | | 0024 601-99105 2025.000 LFT | 14.90000 30172.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 605-05523 5697.000 LFT | 6.85000 39024.45| | CURB, HMA | | | 0026 608-04395 20.000 TON | 207.06000 4141.20| | AGGREGATE FOR SHOULDER DRAINS | | | 0027 610-05527 917.000 TON | 91.45000 83859.65| | HMA FOR APPROACHES | | | 0028 720-44000 17.000 EACH| 774.12000 13160.04| | CASTING, ADJUST TO GRADE | | | 0029 801-03290 4.000 EACH| 126.50000 506.00| | CONSTRUCTION SIGN, C | | | 0030 801-06203 15629.000 LFT | 0.33000 5157.57| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 8362.000 LFT | 1.29000 10786.98| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 29.000 EACH| 85.80000 2488.20| | CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 50985.60000 50985.60| | MAINTAINING TRAFFIC | | | 0034 805-02503 6000.000 LFT | 0.55000 3300.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0035 805-78795 2250.000 LFT | 8.20000 18450.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,742,919.30 ROUTE : 41 CALL ORDER : 381 CONTRACT ID : RS-27154-D COUNTIES : VIGO LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 805-92951 4.000 EACH| 227.70000 910.80| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0037 808-03002 363.000 LFT | 1.43000 519.09| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0038 808-03631 1450.000 LFT | 1.43000 2073.50| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0039 808-03632 1450.000 LFT | 1.43000 2073.50| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0040 808-06701 18965.000 LFT | 0.26000 4930.90| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0041 808-06703 90902.000 LFT | 0.26000 23634.52| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0042 808-06705 2665.000 LFT | 0.98000 2611.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0043 808-75245 76145.000 LFT | 0.26000 19797.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0044 808-75297 500.000 LFT | 3.02000 1510.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0045 808-75320 13.000 EACH| 74.80000 972.40| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75325 9.000 EACH| 97.90000 881.10| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0047 808-75996 1088.000 EACH| 3.51000 3818.88| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,721,711.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,721,711.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 387 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 606,878.96 ROUTE : 31 CALL ORDER : 387 CONTRACT ID : RS-27326-D COUNTIES : BARTHOLOMEW LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 470300F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 598,900.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 29500.00000 29500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 304-07491 100.000 TON | 225.00000 22500.00| | HMA PATCHING, TYPE C | | | 0004 306-08034 58076.880 SYS | 1.05000 60980.72| | MILLING, ASPHALT, 1 1/2 IN. | | | 0005 306-08043 7873.220 SYS | 3.60000 28343.59| | MILLING, TRANSITION | | | 0006 401-06264 LUMP| 1800.00000 1800.00| | PROFILOGRAPH, HMA | | | 0007 401-07329 4141.800 TON | 57.90000 239810.22| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0008 402-07452 200.000 TON | 78.00000 15600.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0009 406-05520 19.340 TON | 185.00000 3577.90| | ASPHALT FOR TACK COAT | | | 0010 610-07488 649.540 TON | 115.00000 74697.10| | HMA FOR APPROACHES, TYPE C | | | 0011 720-44000 5.000 EACH| 600.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0012 801-06207 6500.000 LFT | 1.25000 8125.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 24.000 EACH| 75.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 42357.34000 42357.34| | MAINTAINING TRAFFIC | | | 0015 805-02503 16520.000 LFT | 0.32000 5286.40| | CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 387 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 606,878.96 ROUTE : 31 CALL ORDER : 387 CONTRACT ID : RS-27326-D COUNTIES : BARTHOLOMEW LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-78510 1652.000 LFT | 2.65000 4377.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0017 805-78795 5200.000 LFT | 5.50000 28600.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 805-92951 42.000 EACH| 116.00000 4872.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0019 807-98690 17.000 EACH| 105.00000 1785.00| | HANDHOLE ADJUSTED TO GRADE | | | 0020 808-06711 651.500 LFT | 0.13000 84.70| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0021 808-06712 1881.750 LFT | 0.13000 244.63| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 17407.000 LFT | 0.13000 2262.91| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 13783.000 LFT | 0.13000 1791.79| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75278 200.000 LFT | 3.15000 630.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0025 808-75297 562.000 LFT | 4.20000 2360.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75300 450.000 LFT | 2.10000 945.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 808-75320 66.000 EACH| 52.50000 3465.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 15.000 EACH| 73.50000 1102.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 598,900.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 598,900.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,124,392.23 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-27332-A COUNTIES : CLARK LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1934012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,821,500.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,847,834.14 101.4457% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4300.00000 4300.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1090.00000 9810.00| 1000.00000 9000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9200.00000 9200.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 640.000 CYS | 14.30000 9152.00| 20.00000 12800.00| EXCAVATION, COMMON | | | 0005 303-01180 4446.200 TON | 11.40000 50686.68| 13.00000 57800.60| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 231.680 TON | 55.00000 12742.40| 120.00000 27801.60| HMA PATCHING, TYPE B | | | 0007 306-08032 19046.000 SYS | 0.20000 3809.20| 0.25000 4761.50| MILLING, TRANSITION | | | 0008 306-08034 260618.450 SYS | 0.10000 26061.85| 0.20000 52123.69| MILLING, ASPHALT, 1 1/2 IN. | | | 0009 401-06264 LUMP| 3300.00000 3300.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0010 401-07322 21501.020 TON | 31.40000 675132.03| 29.00000 623529.58| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0011 401-07372 28668.030 TON | 25.55000 732468.17| 24.50000 702366.74| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0012 402-07433 140.800 TON | 33.60000 4730.88| 50.00000 7040.00| HMA SURFACE, TYPE B | | | 0013 402-07438 187.730 TON | 32.00000 6007.36| 40.00000 7509.20| HMA INTERMEDIATE, TYPE B | | | 0014 402-07441 375.470 TON | 29.50000 11076.37| 35.00000 13141.45| HMA BASE, TYPE B | | | 0015 402-07451 250.000 TON | 31.40000 7850.00| 60.00000 15000.00| HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,124,392.23 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-27332-A COUNTIES : CLARK LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 186.820 TON | 180.00000 33627.60| 150.00000 28023.00| ASPHALT FOR TACK COAT | | | 0017 610-07487 3666.360 TON | 38.00000 139321.68| 35.00000 128322.60| HMA FOR APPROACHES, TYPE B | | | 0018 621-01004 1.000 EACH| 200.00000 200.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 800.000 SYS | 0.43000 344.00| 2.00000 1600.00| MULCHED SEEDING, U | | | 0020 720-44000 3.000 EACH| 320.00000 960.00| 800.00000 2400.00| CASTING, ADJUST TO GRADE | | | 0021 801-06203 20000.000 LFT | 0.36000 7200.00| 0.25000 5000.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 20000.000 LFT | 0.32000 6400.00| 0.75000 15000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 53.000 EACH| 85.00000 4505.00| 100.00000 5300.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 6566.19000 6566.19| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0025 802-91122 1.000 EACH| 250.00000 250.00| 500.00000 500.00| SIGN, GROUND MOUNTED, RESET | | | 0026 808-06711 1131.000 LFT | 0.08000 90.48| 0.10000 113.10| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0027 808-06712 12656.750 LFT | 0.08000 1012.54| 0.10000 1265.68| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0028 808-06713 159725.000 LFT | 0.08000 12778.00| 0.10000 15972.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-06714 85449.000 LFT | 0.08000 6835.92| 0.10000 8544.90| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-75297 90.000 LFT | 6.25000 562.50| 8.00000 720.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75300 48.000 LFT | 1.85000 88.80| 2.00000 96.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0032 808-75320 2.000 EACH| 125.00000 250.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 1.000 EACH| 150.00000 150.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,124,392.23 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-27332-A COUNTIES : CLARK LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75996 1609.000 EACH| 4.00000 6436.00| 8.00000 12872.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 1609.000 EACH| 17.15000 27594.35| 20.00000 32180.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,821,500.00| $ 1,847,834.14| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,821,500.00| $ 1,847,834.14| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,475,277.23 ROUTE : US 421 CALL ORDER : 401 CONTRACT ID : RS-27338-A COUNTIES : RIPLEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2135012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,024,925.29 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,133,830.42 110.6256% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1950.00000 11700.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 39500.00000 39500.00| 4390.27000 4390.27| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 1256.100 TON | 15.00000 18841.50| 24.00000 30146.40| COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07490 1000.000 TON | 50.00000 50000.00| 65.00000 65000.00| HMA PATCHING, TYPE B | | | 0005 304-07493 8820.000 TON | 26.00000 229320.00| 35.50000 313110.00| WIDENING WITH HMA, TYPE B | | | 0006 306-08032 8725.220 SYS | 0.50000 4362.61| 1.05000 9161.48| MILLING, TRANSITION | | | 0007 306-08034 127982.560 SYS | 0.25000 31995.64| 0.30000 38394.77| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 401-06264 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0009 401-07321 10558.560 TON | 29.00000 306198.24| 31.50000 332594.64| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 402-07451 350.000 TON | 50.00000 17500.00| 32.00000 11200.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 404-05510 102.000 SYS | 25.00000 2550.00| 10.00000 1020.00| SEAL COAT, 1 | | | 0012 406-05520 83.330 TON | 180.00000 14999.40| 185.00000 15416.05| ASPHALT FOR TACK COAT | | | 0013 610-07487 719.830 TON | 60.00000 43189.80| 58.00000 41750.14| HMA FOR APPROACHES, TYPE B | | | 0014 616-06451 300.000 TON | 28.00000 8400.00| 24.60000 7380.00| RIPRAP, UNIFORM | | | 0015 801-06207 13925.500 LFT | 1.00000 13925.50| 0.64000 8912.32| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,475,277.23 ROUTE : US 421 CALL ORDER : 401 CONTRACT ID : RS-27338-A COUNTIES : RIPLEY LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 59.000 EACH| 100.00000 5900.00| 78.00000 4602.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 15000.00000 15000.00| 34500.00000 34500.00| MAINTAINING TRAFFIC | | | 0018 808-06712 8030.000 LFT | 0.10000 803.00| 0.08000 642.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 77502.000 LFT | 0.10000 7750.20| 0.08000 6200.16| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 30094.000 LFT | 0.10000 3009.40| 0.08000 2407.52| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 162.000 LFT | 5.00000 810.00| 4.16000 673.92| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75300 322.000 LFT | 2.00000 644.00| 1.05000 338.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0023 808-75340 2.000 EACH| 400.00000 800.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0024 808-75996 664.000 EACH| 10.00000 6640.00| 4.50000 2988.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 665.000 EACH| 20.00000 13300.00| 17.75000 11803.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 401-07390 6711.000 TON | 26.00000 174486.00| 26.00000 174486.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0027 805-02503 500.000 LFT | 2.00000 1000.00| 0.50000 250.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0028 805-04982 50.000 LFT | 10.00000 500.00| 1.25000 62.50| CABLE , SHIELDED, 2C 16GA. | | | 0029 805-78795 180.000 LFT | 15.00000 2700.00| 10.00000 1800.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 805-92951 2.000 EACH| 400.00000 800.00| 150.00000 300.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | SECTION TOTALS | $ 1,024,925.29| $ 1,133,830.42| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,024,925.29| $ 1,133,830.42| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,779,206.74 ROUTE : SR 2 CALL ORDER : 411 CONTRACT ID : RS-27423-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 206300E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,718,923.88 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,803,863.03 103.1239% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STRUCTURAL OVERLAY | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1800.00000 16200.00| 1300.00000 11700.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 140000.00000 140000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-02241 2364.500 LFT | 0.70000 1655.15| 0.75000 1773.38| GUARDRAIL, REMOVE | | | 0006 202-02265 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| TREE, 48 IN., REMOVE | | | 0007 202-02271 114.000 EACH| 150.00000 17100.00| 40.00000 4560.00| HEADWALL, REMOVE | | | 0008 202-02279 8.000 LFT | 20.00000 160.00| 15.00000 120.00| CURB AND GUTTER, REMOVE | | | 0009 202-90277 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| DETECTOR HOUSING, REMOVE | | | 0010 202-91010 1.000 EACH| 700.00000 700.00| 750.00000 750.00| TREE, 24 IN., REMOVE | | | 0011 202-91385 6.000 EACH| 300.00000 1800.00| 150.00000 900.00| INLET, REMOVE | | | 0012 202-91922 1.000 EACH| 50.00000 50.00| 150.00000 150.00| STUMP, REMOVE | | | 0013 202-93047 3.000 EACH| 300.00000 900.00| 200.00000 600.00| MANHOLE, REMOVE | | | 0014 202-93741 11.000 EACH| 70.00000 770.00| 70.00000 770.00| GUARD RAIL END TREATMENT, REMOVE | | | 0015 202-96133 1080.000 LFT | 6.00000 6480.00| 4.00000 4320.00| PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,779,206.74 ROUTE : SR 2 CALL ORDER : 411 CONTRACT ID : RS-27423-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02080 2.520 MILE| 26000.00000 65520.00| 10000.00000 25200.00| LINEAR GRADING | | | 0017 205-06932 200.000 LFT | 9.00000 1800.00| 9.00000 1800.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06937 20000.000 LFT | 0.90000 18000.00| 0.49000 9800.00| TEMPORARY SILT FENCE | | | 0019 211-07454 1200.000 CYS | 17.64000 21168.00| 0.01000 12.00| STRUCTURE BACKFILL | | | 0020 213-04324 17.830 CYS | 200.00000 3566.00| 100.00000 1783.00| FLOWABLE FILL | | | 0021 301-07448 8300.000 TON | 15.00000 124500.00| 16.00000 132800.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07449 4831.000 TON | 15.00000 72465.00| 18.00000 86958.00| COMPACTED AGGREGATE, NO. 73 | | | 0023 306-08032 10200.000 SYS | 1.50000 15300.00| 0.35000 3570.00| MILLING, TRANSITION | | | 0024 306-08034 23400.000 SYS | 0.42000 9828.00| 0.70000 16380.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0025 306-08039 116100.000 SYS | 0.40000 46440.00| 0.15000 17415.00| MILLING, ASPHALT REMOVAL | | | 0026 401-06264 LUMP| 3000.00000 3000.00| 1750.00000 1750.00| PROFILOGRAPH, HMA | | | 0027 401-07334 11600.000 TON | 35.50000 411800.00| 35.00000 406000.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0028 401-07403 16000.000 TON | 26.25000 420000.00| 30.00000 480000.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0029 401-07418 19200.000 TON | 26.25000 504000.00| 30.00000 576000.00| QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0030 406-05520 92.000 TON | 240.00000 22080.00| 4.00000 368.00| ASPHALT FOR TACK COAT | | | 0031 506-06333 1000.000 SYS | 110.00000 110000.00| 80.00000 80000.00| PCCP PATCHING, FULL DEPTH | | | 0032 601-01522 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-05999 7.000 EACH| 40.00000 280.00| 40.00000 280.00| CURVED TERMINAL END | | | 0034 601-94689 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,779,206.74 ROUTE : SR 2 CALL ORDER : 411 CONTRACT ID : RS-27423-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-99105 3531.250 LFT | 12.00000 42375.00| 12.00000 42375.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 605-06145 8.000 LFT | 16.00000 128.00| 60.00000 480.00| CURB AND GUTTER, B, CONCRETE | | | 0038 610-07788 600.000 TON | 50.00000 30000.00| 60.00000 36000.00| HMA FOR APPROACHES, TYPE D | | | 0039 611-02375 120.000 SYS | 40.00000 4800.00| 35.00000 4200.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 7 IN. | | | 0040 611-06497 22.000 EACH| 119.00000 2618.00| 130.00000 2860.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 5.000 EACH| 135.00000 675.00| 250.00000 1250.00| MAILBOX ASSEMBLY, DOUBLE | | | 0042 612-04315 16.000 TON | 825.00000 13200.00| 805.00000 12880.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0043 612-05081 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0044 612-60410 128.000 EACH| 8.00000 1024.00| 7.75000 992.00| DRILLED HOLE FOR UNDERSEAL | | | 0045 615-06527 2.000 EACH| 375.00000 750.00| 450.00000 900.00| MONUMENT, SECTION CORNER | | | 0046 619-91919 12000.000 LFT | 1.15000 13800.00| 1.10000 13200.00| JOINT AND CRACK CLEANING AND SEALING | | | 0047 621-01004 1.000 EACH| 550.00000 550.00| 550.00000 550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06559 16550.000 SYS | 0.32000 5296.00| 0.32000 5296.00| MULCHED SEEDING, R | | | 0049 621-06574 19000.000 SYS | 2.55000 48450.00| 4.50000 85500.00| SODDING | | | 0050 715-01662 1984.000 LFT | 8.47000 16804.48| 5.00000 9920.00| PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0051 715-05053 1810.000 LFT | 13.75000 24887.50| 12.00000 21720.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0052 715-05118 27.000 LFT | 20.00000 540.00| 38.00000 1026.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0053 715-05119 421.000 LFT | 23.00000 9683.00| 25.00000 10525.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05123 12.000 LFT | 62.00000 744.00| 50.00000 600.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,779,206.74 ROUTE : SR 2 CALL ORDER : 411 CONTRACT ID : RS-27423-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05151 1539.000 LFT | 23.00000 35397.00| 21.00000 32319.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0056 715-05168 749.000 LFT | 20.00000 14980.00| 21.00000 15729.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 715-05169 2149.000 LFT | 23.00000 49427.00| 24.00000 51576.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0058 715-05171 10.000 LFT | 50.00000 500.00| 65.00000 650.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0059 715-05203 25817.000 LFT | 1.80000 46470.60| 1.50000 38725.50| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0060 715-46000 59.000 EACH| 200.00000 11800.00| 300.00000 17700.00| PIPE END SECTION, 12 IN. | | | 0061 715-46005 150.000 EACH| 200.00000 30000.00| 350.00000 52500.00| PIPE END SECTION, 15 IN. | | | 0062 715-46010 6.000 EACH| 275.00000 1650.00| 400.00000 2400.00| PIPE END SECTION, 18 IN. | | | 0063 715-46020 2.000 EACH| 300.00000 600.00| 550.00000 1100.00| PIPE END SECTION, 24 IN. | | | 0064 718-06526 775.000 TON | 44.00000 34100.00| 45.00000 34875.00| HMA FOR UNDERDRAINS | | | 0065 718-06529 68.000 EACH| 522.00000 35496.00| 450.00000 30600.00| OUTLET PROTECTOR, 2 | | | 0066 718-52610 893.000 CYS | 45.00000 40185.00| 30.00000 26790.00| AGGREGATE FOR UNDERDRAINS | | | 0067 720-44000 10.000 EACH| 275.00000 2750.00| 250.00000 2500.00| CASTING, ADJUST TO GRADE | | | 0068 720-44040 3.000 EACH| 360.00000 1080.00| 350.00000 1050.00| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0069 720-45035 2.000 EACH| 2000.00000 4000.00| 950.00000 1900.00| INLET, F7 | | | 0070 720-45075 7.000 EACH| 2000.00000 14000.00| 1500.00000 10500.00| INLET, R13 | | | 0071 720-45405 2.000 EACH| 2500.00000 5000.00| 1400.00000 2800.00| MANHOLE, B4 | | | 0072 801-04308 4.000 EACH| 265.00000 1060.00| 170.00000 680.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 11700.000 LFT | 0.20000 2340.00| 0.12000 1404.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0074 801-06207 3900.000 LFT | 1.00000 3900.00| 0.80000 3120.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,779,206.74 ROUTE : SR 2 CALL ORDER : 411 CONTRACT ID : RS-27423-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06640 52.000 EACH| 99.00000 5148.00| 75.00000 3900.00| CONSTRUCTION SIGN, A | | | 0076 801-06735 5.000 EACH| 29.50000 147.50| 30.00000 150.00| TUBULAR MARKER, PERMANENT | | | 0077 801-06775 LUMP| 35000.00000 35000.00| 75000.00000 75000.00| MAINTAINING TRAFFIC | | | 0078 801-07118 88.000 LFT | 10.00000 880.00| 10.00000 880.00| BARRICADE, III-A | | | 0079 801-09133 4.000 EACH| 3900.00000 15600.00| 4000.00000 16000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0080 804-06771 204.000 EACH| 19.50000 3978.00| 25.00000 5100.00| DELINEATOR POST, FLEXIBLE | | | 0081 805-01844 245.000 LFT | 15.00000 3675.00| 15.00000 3675.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0082 805-02503 1600.000 LFT | 0.20000 320.00| 0.20000 320.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0083 805-78510 950.000 LFT | 1.00000 950.00| 1.00000 950.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0084 805-78785 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| SIGNAL DETECTOR HOUSING | | | 0085 805-78795 400.000 LFT | 10.00000 4000.00| 10.00000 4000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0086 805-92951 2.000 EACH| 225.00000 450.00| 225.00000 450.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0087 808-06701 6600.000 LFT | 0.23000 1518.00| 0.23000 1518.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0088 808-06703 45330.000 LFT | 0.23000 10425.90| 0.23000 10425.90| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0089 808-75245 39800.000 LFT | 0.23000 9154.00| 0.23000 9154.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75256 3100.000 LFT | 1.25000 3875.00| 1.10000 3410.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0091 808-75297 170.000 LFT | 3.85000 654.50| 3.50000 595.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0092 808-75320 6.000 EACH| 85.00000 510.00| 50.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,779,206.74 ROUTE : SR 2 CALL ORDER : 411 CONTRACT ID : RS-27423-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-75325 2.000 EACH| 125.00000 250.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0094 808-75996 871.000 EACH| 3.00000 2613.00| 3.75000 3266.25| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 808-75998 871.000 EACH| 15.75000 13718.25| 17.00000 14807.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 808-95933 1400.000 LFT | 1.31000 1834.00| 0.90000 1260.00| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 2,718,923.88| $ 2,803,863.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,718,923.88| $ 2,803,863.03| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,613,509.13 ROUTE : 156 CALL ORDER : 441 CONTRACT ID : RS-27445-A COUNTIES : SWITZERLAND LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3478011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,277,656.20 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 2,796,451.41 122.7775% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1000.00000 8000.00| 1900.00000 15200.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 7500.00000 7500.00| 35383.86000 35383.86| MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 500.000 CYS | 20.00000 10000.00| 20.00000 10000.00| EXCAVATION, COMMON | | | 0004 303-01180 5324.000 TON | 16.00000 85184.00| 25.00000 133100.00| COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1222.000 TON | 80.00000 97760.00| 80.00000 97760.00| HMA PATCHING, TYPE B | | | 0006 306-08032 19329.000 SYS | 0.25000 4832.25| 1.15000 22228.35| MILLING, TRANSITION | | | 0007 306-08034 280394.000 SYS | 0.25000 70098.50| 0.40000 112157.60| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 401-06264 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0009 401-07322 23133.000 TON | 30.00000 693990.00| 37.25000 861704.25| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0010 401-07372 30882.000 TON | 28.00000 864696.00| 30.50000 941901.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0013 402-07441 215.000 TON | 50.00000 10750.00| 36.00000 7740.00| HMA BASE, TYPE B | | | 0014 402-07451 1098.000 TON | 50.00000 54900.00| 38.00000 41724.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0015 406-05520 200.000 TON | 180.00000 36000.00| 195.00000 39000.00| ASPHALT FOR TACK COAT | | | 0016 610-07487 3721.000 TON | 35.00000 130235.00| 65.00000 241865.00| HMA FOR APPROACHES, TYPE B | | | 0019 720-44000 19.000 EACH| 400.00000 7600.00| 180.00000 3420.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,613,509.13 ROUTE : 156 CALL ORDER : 441 CONTRACT ID : RS-27445-A COUNTIES : SWITZERLAND LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06203 31035.000 LFT | 0.25000 7758.75| 0.30000 9310.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 31035.000 LFT | 0.60000 18621.00| 0.80000 24828.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 108.000 EACH| 80.00000 8640.00| 69.00000 7452.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 35000.00000 35000.00| 95000.00000 95000.00| MAINTAINING TRAFFIC | | | 0026 808-06712 13984.000 LFT | 0.10000 1398.40| 0.08000 1118.72| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 202912.000 LFT | 0.10000 20291.20| 0.08000 16232.96| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 111926.000 LFT | 0.10000 11192.60| 0.08000 8954.08| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-75297 120.000 LFT | 5.00000 600.00| 3.70000 444.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75300 800.000 LFT | 1.00000 800.00| 0.92000 736.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0031 808-75320 10.000 EACH| 75.00000 750.00| 56.00000 560.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0032 808-75325 9.000 EACH| 100.00000 900.00| 81.00000 729.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75996 2027.000 EACH| 8.00000 16216.00| 3.80000 7702.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 2108.000 EACH| 18.50000 38998.00| 13.87000 29237.96| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0035 214-07202 1305.000 SYS | 5.00000 6525.00| 6.00000 7830.00| GEOGRID, I | | | 0036 615-97768 8.000 EACH| 50.00000 400.00| 25.00000 200.00| PARKING BARRIER, RESET | | | 0037 805-02503 1000.000 LFT | 1.50000 1500.00| 0.50000 500.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78510 100.000 LFT | 3.50000 350.00| 1.25000 125.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0039 805-78795 320.000 LFT | 12.00000 3840.00| 8.00000 2560.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,613,509.13 ROUTE : 156 CALL ORDER : 441 CONTRACT ID : RS-27445-A COUNTIES : SWITZERLAND LETTING DATE : 04/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 805-92951 2.000 EACH| 250.00000 500.00| 150.00000 300.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0041 807-98690 1.000 EACH| 400.00000 400.00| 450.00000 450.00| HANDHOLE ADJUSTED TO GRADE | | | 0042 808-06701 60.000 LFT | 1.00000 60.00| 0.43000 25.80| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0043 808-06703 1905.000 LFT | 0.50000 952.50| 0.43000 819.15| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0044 808-06705 202.000 LFT | 1.50000 303.00| 1.22000 246.44| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0045 808-75245 948.000 LFT | 0.50000 474.00| 0.43000 407.64| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0046 808-75278 285.000 LFT | 4.00000 1140.00| 3.50000 997.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0047 105-06845 LUMP| 13500.00000 13500.00| 13500.00000 13500.00| CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 2,277,656.20| $ 2,796,451.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,277,656.20| $ 2,796,451.41| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,909.09 ROUTE : I-69 CALL ORDER : 451 CONTRACT ID : RS-27476-A COUNTIES : GRANT LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/08/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0693082 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,784,652.30 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,966,819.41 110.2074% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-07039 6.000 MOS | 1635.00000 9810.00| 1600.00000 9600.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 89000.00000 89000.00| 98000.00000 98000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 213-04324 2.000 CYS | 110.00000 220.00| 1.00000 2.00| FLOWABLE FILL | | | 0004 301-07448 25.000 TON | 5.00000 125.00| 5.00000 125.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 305-07465 75.000 SYS | 40.00000 3000.00| 100.12000 7509.00| PCC BASE PATCHING, 10 IN. | | | 0006 306-08034 27100.000 SYS | 0.20000 5420.00| 0.30000 8130.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08039 66600.000 SYS | 1.00000 66600.00| 1.34000 89244.00| MILLING, ASPHALT REMOVAL | | | 0008 401-07320 7700.000 TON | 30.00000 231000.00| 31.63000 243551.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0009 401-07406 16600.000 TON | 22.00000 365200.00| 27.53000 456998.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0010 406-05520 33.000 TON | 1.00000 33.00| 210.38000 6942.54| ASPHALT FOR TACK COAT | | | 0011 501-06266 LUMP| 5000.00000 5000.00| 3475.00000 3475.00| PROFILOGRAPH, PCCP | | | 0012 506-06333 275.000 SYS | 120.00000 33000.00| 84.58000 23259.50| PCCP PATCHING, FULL DEPTH | | | 0013 507-07480 158000.000 SYS | 1.75000 276500.00| 2.34000 369720.00| PCCP PROFILING | | | 0014 507-07481 147000.000 LFT | 0.80000 117600.00| 0.88000 129360.00| CRACKS AND JOINTS IN PCCP, SEAL | | | 0015 507-07482 1000.000 LFT | 1.00000 1000.00| 1.00000 1000.00| CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,909.09 ROUTE : I-69 CALL ORDER : 451 CONTRACT ID : RS-27476-A COUNTIES : GRANT LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 606-07484 118000.000 LFT | 0.10000 11800.00| 0.09000 10620.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0017 610-07486 150.000 TON | 40.00000 6000.00| 37.00000 5550.00| HMA FOR APPROACHES, TYPE A | | | 0018 612-04315 23.000 TON | 600.00000 13800.00| 825.00000 18975.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-05081 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0020 612-60410 384.000 EACH| 8.00000 3072.00| 8.00000 3072.00| DRILLED HOLE FOR UNDERSEAL | | | 0021 715-03407 216.000 LFT | 540.80000 116812.80| 540.86000 116825.76| PIPE, POLYETHYLENE LINER, 72 IN. | | | 0022 801-01093 14.000 EACH| 540.00000 7560.00| 650.00000 9100.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-06640 24.000 EACH| 69.00000 1656.00| 150.00000 3600.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 149700.00000 149700.00| 96491.81000 96491.81| MAINTAINING TRAFFIC | | | 0025 801-09133 5.000 EACH| 4595.00000 22975.00| 7400.00000 37000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0026 804-04435 227.000 EACH| 2.00000 454.00| 2.00000 454.00| DELINEATOR POST, REMOVE | | | 0027 804-06771 181.000 EACH| 22.00000 3982.00| 26.00000 4706.00| DELINEATOR POST, FLEXIBLE | | | 0028 808-03631 59400.000 LFT | 1.44000 85536.00| 1.34000 79596.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0029 808-03632 59600.000 LFT | 1.44000 85824.00| 1.34000 79864.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0030 808-05534 610.000 LFT | 2.65000 1616.50| 3.00000 1830.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0031 808-05535 100.000 LFT | 15.00000 1500.00| 13.00000 1300.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0032 808-74811 14900.000 LFT | 1.85000 27565.00| 1.66000 24734.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0033 808-75994 31.000 EACH| 11.00000 341.00| 6.00000 186.00| PRISMATIC REFLECTOR | | | 0034 808-75996 670.000 EACH| 10.00000 6700.00| 3.14000 2103.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,909.09 ROUTE : I-69 CALL ORDER : 451 CONTRACT ID : RS-27476-A COUNTIES : GRANT LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75998 670.000 EACH| 17.50000 11725.00| 18.50000 12395.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 303-07449 1050.000 TON | 20.50000 21525.00| 10.00000 10500.00| COMPACTED AGGREGATE, NO. 73 | | | SECTION TOTALS | $ 1,784,652.30| $ 1,966,819.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,784,652.30| $ 1,966,819.41| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,566,967.29 ROUTE : 69 CALL ORDER : 461 CONTRACT ID : RS-27477-A COUNTIES : ALLEN LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0694125 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,908,733.55 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 2,542,902.67 133.2246% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 6530.00000 6530.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1770.00000 10620.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 59000.00000 59000.00| 126500.00000 126500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 213-04324 3.000 CYS | 150.00000 450.00| 285.00000 855.00| FLOWABLE FILL | | | 0005 303-01180 150.000 TON | 3.00000 450.00| 5.00000 750.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 303-07449 1170.000 TON | 15.00000 17550.00| 10.00000 11700.00| COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07491 400.000 TON | 75.00000 30000.00| 104.23000 41692.00| HMA PATCHING, TYPE C | | | 0008 306-08032 2810.000 SYS | 0.01000 28.10| 0.25000 702.50| MILLING, TRANSITION | | | 0009 306-08033 255070.000 SYS | 0.40000 102028.00| 0.25000 63767.50| MILLING, ASPHALT, 1 IN. | | | 0010 401-06264 LUMP| 3000.00000 3000.00| 4220.00000 4220.00| PROFILOGRAPH, HMA | | | 0011 401-07320 4050.000 TON | 47.00000 190350.00| 45.00000 182250.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07337 16200.000 TON | 48.00000 777600.00| 37.00000 599400.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0013 406-05520 88.000 TON | 1.00000 88.00| 150.00000 13200.00| ASPHALT FOR TACK COAT | | | 0014 601-06035 250.000 LFT | 0.01000 2.50| 17.00000 4250.00| GUARDRAIL, RESET | | | 0015 606-07484 115000.000 LFT | 0.17000 19550.00| 0.08000 9200.00| MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,566,967.29 ROUTE : 69 CALL ORDER : 461 CONTRACT ID : RS-27477-A COUNTIES : ALLEN LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 616-02320 150.000 SYS | 7.44000 1116.00| 4.30000 645.00| GEOTEXTILES | | | 0017 616-06405 100.000 TON | 18.62000 1862.00| 33.00000 3300.00| RIPRAP, REVETMENT | | | 0018 715-05053 5500.000 LFT | 13.45000 73975.00| 16.25000 89375.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0019 715-06825 2.000 EACH| 6000.00000 12000.00| 6800.00000 13600.00| CONCRETE ANCHOR , MIN. AREA 46 SQ. FT. | | | 0020 715-07693 92100.000 LFT | 2.90000 267090.00| 5.00000 460500.00| PIPE, UNDERDRAIN, 4 IN. | | | 0021 718-06526 4600.000 TON | 17.00000 78200.00| 80.10000 368460.00| HMA FOR UNDERDRAINS | | | 0022 718-06528 105.000 EACH| 491.64000 51622.20| 518.00000 54390.00| OUTLET PROTECTOR, 1 | | | 0023 718-06529 25.000 EACH| 400.00000 10000.00| 508.00000 12700.00| OUTLET PROTECTOR, 2 | | | 0024 718-06531 100.000 EACH| 321.08000 32108.00| 450.00000 45000.00| OUTLET PROTECTOR, 3 | | | 0025 718-06532 5000.000 LFT | 0.90000 4500.00| 0.90000 4500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0026 718-52610 1400.000 CYS | 10.00000 14000.00| 55.00000 77000.00| AGGREGATE FOR UNDERDRAINS | | | 0027 801-01093 16.000 EACH| 500.00000 8000.00| 440.00000 7040.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0028 801-06207 500.000 LFT | 1.00000 500.00| 0.01000 5.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 40.000 EACH| 79.00000 3160.00| 45.00000 1800.00| CONSTRUCTION SIGN, A | | | 0030 801-06710 50.000 DAY | 50.00000 2500.00| 50.00000 2500.00| FLASHING ARROW SIGN | | | 0031 801-06775 LUMP| 3300.00000 3300.00| 153404.07000 153404.07| MAINTAINING TRAFFIC | | | 0032 801-09133 4.000 EACH| 3450.00000 13800.00| 5025.00000 20100.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0033 801-92448 300.000 DAY | 1.00000 300.00| 50.00000 15000.00| CONSTRUCTION SIGNS, MOBILE | | | 0034 804-04435 355.000 EACH| 1.75000 621.25| 3.40000 1207.00| DELINEATOR POST, REMOVE | | | 0035 804-06771 300.000 EACH| 21.75000 6525.00| 24.00000 7200.00| DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,566,967.29 ROUTE : 69 CALL ORDER : 461 CONTRACT ID : RS-27477-A COUNTIES : ALLEN LETTING DATE : 04/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-01328 2.000 EACH| 382.00000 764.00| 325.00000 650.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0037 808-03631 58600.000 LFT | 0.40000 23440.00| 0.32000 18752.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0038 808-03632 58100.000 LFT | 0.40000 23240.00| 0.32000 18592.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0039 808-05534 11500.000 LFT | 0.70000 8050.00| 0.70000 8050.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0040 808-05535 1700.000 LFT | 9.60000 16320.00| 7.50000 12750.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0041 808-74805 60.000 LFT | 9.60000 576.00| 7.50000 450.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0042 808-75061 14020.000 LFT | 1.00000 14020.00| 3.00000 42060.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0043 808-75994 4.000 EACH| 20.00000 80.00| 20.00000 80.00| PRISMATIC REFLECTOR | | | 0044 808-75996 990.000 EACH| 3.25000 3217.50| 3.44000 3405.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 990.000 EACH| 25.00000 24750.00| 25.00000 24750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,908,733.55| $ 2,542,902.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,908,733.55| $ 2,542,902.67| ====================================================================================================================================