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/