INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 115 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,185,951.29 ROUTE : SR 7 CALL ORDER : 115 CONTRACT ID : R -25714-A COUNTIES : JENNINGS LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/21/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2074019 2074019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,093,101.10 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 1,764,558.06 161.4267% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 | |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND FLASHER MODERNIZATION | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 27280.00000 27280.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 975.00000 11700.00| 1785.11000 21421.32| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 51900.00000 51900.00| 85000.00000 85000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25950.00000 25950.00| 42000.00000 42000.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 3426.000 m2 | 2.00000 6852.00| 5.65000 19356.90| SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 2900.00000 2900.00| 2750.00000 2750.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 8325.000 m3 | 8.95000 74508.75| 30.00000 249750.00| EXCAVATION, COMMON | | | 0009 203-02070 732.900 m3 | 13.00000 9527.70| 35.00000 25651.50| BORROW | | | 0010 205-06931 26.400 Mg | 29.00000 765.60| 80.50000 2125.20| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 389.000 m | 8.00000 3112.00| 11.50000 4473.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06936 80.000 Mg | 24.00000 1920.00| 29.74000 2379.20| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 242.000 m | 5.50000 1331.00| 5.78000 1398.76| TEMPORARY SILT FENCE | | | 0014 206-93520 200.000 m2 | 39.00000 7800.00| 100.00000 20000.00| TEMPORARY SHEET PILING | | | 0015 207-07498 4655.000 m2 | 3.50000 16292.50| 7.00000 32585.00| SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 115 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,185,951.29 ROUTE : SR 7 CALL ORDER : 115 CONTRACT ID : R -25714-A COUNTIES : JENNINGS LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 | |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 211-02060 491.000 m3 | 16.00000 7856.00| 50.00000 24550.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 301-07448 2665.000 Mg | 13.00000 34645.00| 20.82000 55485.30| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 2432.000 Mg | 14.00000 34048.00| 23.34000 56762.88| COMPACTED AGGREGATE, NO. 73 | | | 0020 401-07327 1069.000 Mg | 39.00000 41691.00| 60.50000 64674.50| QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0021 401-07397 1795.000 Mg | 36.00000 64620.00| 49.50000 88852.50| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0023 402-07433 115.000 Mg | 49.00000 5635.00| 88.00000 10120.00| HMA SURFACE, TYPE B | | | 0024 402-07438 197.000 Mg | 45.00000 8865.00| 66.00000 13002.00| HMA INTERMEDIATE, TYPE B | | | 0026 402-07441 1303.000 Mg | 36.00000 46908.00| 52.80000 68798.40| HMA BASE, TYPE B | | | 0027 404-05511 1963.000 m2 | 3.50000 6870.50| 3.30000 6477.90| SEAL COAT, 2 | | | 0028 405-05517 16.200 Mg | 200.00000 3240.00| 330.00000 5346.00| ASPHALT FOR PRIME COAT | | | 0029 406-05520 10.500 Mg | 200.00000 2100.00| 253.00000 2656.50| ASPHALT FOR TACK COAT | | | 0030 601-01700 2.000 EACH| 1700.00000 3400.00| 1778.69000 3557.38| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-02634 2.000 EACH| 1750.00000 3500.00| 684.46000 1368.92| TEMPORARY GUARDRAIL END TREATMENT, I | | | 0032 601-03057 200.000 m | 22.00000 4400.00| 22.58000 4516.00| TEMPORARY GUARDRAIL, W BEAM, LONG POST, | | | 1.905 m SPACING | | | 0033 601-94689 2.000 EACH| 1900.00000 3800.00| 2009.26000 4018.52| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 159.100 m | 32.00000 5091.20| 32.66000 5196.21| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06646 88.000 m | 49.00000 4312.00| 130.00000 11440.00| TEMPORARY CONCRETE BARRIER | | | 0038 611-05330 60.000 m2 | 49.00000 2940.00| 73.62000 4417.20| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 611-06497 11.000 EACH| 200.00000 2200.00| 215.00000 2365.00| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 115 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,185,951.29 ROUTE : SR 7 CALL ORDER : 115 CONTRACT ID : R -25714-A COUNTIES : JENNINGS LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 | |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 615-06505 3.000 EACH| 495.00000 1485.00| 503.60000 1510.80| MONUMENT, B | | | 0042 616-06405 243.000 Mg | 19.00000 4617.00| 35.00000 8505.00| RIPRAP, REVETMENT | | | 0043 616-96249 3900.000 m2 | 1.25000 4875.00| 3.00000 11700.00| GEOTEXTILE DITCH LINER | | | 0044 621-01004 2.000 EACH| 350.00000 700.00| 676.50000 1353.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 6725.000 m2 | 0.35000 2353.75| 0.41000 2757.25| MULCHED SEEDING, R | | | 0046 621-06567 38.000 kL | 10.00000 380.00| 1.10000 41.80| WATER | | | 0047 621-06575 2161.000 m2 | 4.00000 8644.00| 3.58000 7736.38| SODDING, NURSERY | | | 0048 702-90915 23.500 m3 | 395.00000 9282.50| 500.00000 11750.00| CONCRETE, A | | | 0049 703-51030 1695.000 kg | 2.00000 3390.00| 1.80000 3051.00| REINFORCING STEEL | | | 0050 713-02675 21.800 m | 195.00000 4251.00| 600.00000 13080.00| TEMPORARY PIPE, GROUP A, 1.63 mm, 1200 | | | mm | | | 0051 714-04875 20.000 m | 3995.00000 79900.00| 4000.00000 80000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0052 715-03475 2.000 EACH| 225.00000 450.00| 300.00000 600.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0053 715-03476 1.000 EACH| 535.00000 535.00| 400.00000 400.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0054 715-03584 18.000 EACH| 345.00000 6210.00| 500.00000 9000.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0055 715-04588 2.000 EACH| 245.00000 490.00| 300.00000 600.00| SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.10 m2 | | | 0056 715-05119 21.500 m | 100.00000 2150.00| 47.51000 1021.47| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0057 715-05121 56.000 m | 105.00000 5880.00| 75.47000 4226.32| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0058 715-05123 16.000 m | 110.00000 1760.00| 83.64000 1338.24| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0059 715-05169 10.500 m | 100.00000 1050.00| 97.77000 1026.59| PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 115 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,185,951.29 ROUTE : SR 7 CALL ORDER : 115 CONTRACT ID : R -25714-A COUNTIES : JENNINGS LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 | |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05171 123.000 m | 105.00000 12915.00| 86.09000 10589.07| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0061 715-05227 15.000 m | 100.00000 1500.00| 201.34000 3020.10| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0062 715-05361 30.500 m | 100.00000 3050.00| 200.08000 6102.44| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0063 715-46005 2.000 EACH| 125.00000 250.00| 233.79000 467.58| PIPE END SECTION, 375 mm | | | 0064 715-46010 4.000 EACH| 150.00000 600.00| 251.39000 1005.56| PIPE END SECTION, 450 mm | | | 0065 715-46020 2.000 EACH| 225.00000 450.00| 293.19000 586.38| PIPE END SECTION, 600 mm | | | 0066 715-46045 4.000 EACH| 175.00000 700.00| 252.49000 1009.96| PIPE END SECTION, MIN. AREA .11 m2 | | | 0068 730-97405 2.000 EACH| 6900.00000 13800.00| 5630.73000 11261.46| GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0069 801-04308 3.000 EACH| 170.00000 510.00| 184.80000 554.40| ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06203 5080.000 m | 0.60000 3048.00| 0.64000 3251.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0071 801-06207 3055.000 m | 2.50000 7637.50| 2.71000 8279.05| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0072 801-06606 13.000 EACH| 75.00000 975.00| 75.90000 986.70| BARRICADE, IIIB | | | 0073 801-06625 18.000 EACH| 90.00000 1620.00| 92.40000 1663.20| DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 46.000 EACH| 75.00000 3450.00| 75.90000 3491.40| CONSTRUCTION SIGN, A | | | 0075 801-06645 19.000 EACH| 37.50000 712.50| 37.40000 710.60| CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 139000.00000 139000.00| 21808.00000 21808.00| MAINTAINING TRAFFIC | | | 0077 802-02489 111.800 m | 37.00000 4136.60| 28.60000 3197.48| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0078 802-76035 21.300 m2 | 175.00000 3727.50| 170.50000 3631.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 115 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,185,951.29 ROUTE : SR 7 CALL ORDER : 115 CONTRACT ID : R -25714-A COUNTIES : JENNINGS LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 | |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 802-76045 3.450 m2 | 195.00000 672.75| 185.90000 641.36| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0080 804-06725 6.000 EACH| 20.00000 120.00| 19.77000 118.62| DELINEATOR WITH POST, D1, 75 mm | | | 0081 805-78010 2.000 EACH| 950.00000 1900.00| 1100.00000 2200.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0082 805-78190 8.000 EACH| 275.00000 2200.00| 242.00000 1936.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0083 805-78195 6.000 EACH| 275.00000 1650.00| 242.00000 1452.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0084 805-78415 2.000 EACH| 1100.00000 2200.00| 1760.00000 3520.00| SPAN, CATENARY, AND TETHER | | | 0085 805-78420 3.000 EACH| 250.00000 750.00| 275.00000 825.00| DISCONNECT HANGER | | | 0086 805-78445 2.000 EACH| 650.00000 1300.00| 440.00000 880.00| SIGNAL SERVICE | | | 0087 805-78467 20.000 m | 7.50000 150.00| 4.95000 99.00| SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 119.000 m | 4.50000 535.50| 2.97000 353.43| SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 110.000 m | 6.50000 715.00| 3.08000 338.80| SIGNAL CABLE, 5C 14GA. | | | 0090 805-78906 4.000 EACH| 1900.00000 7600.00| 2035.00000 8140.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0091 805-81032 4.000 EACH| 2300.00000 9200.00| 2805.00000 11220.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 808-01428 8.000 m | 10.00000 80.00| 11.00000 88.00| TEMPORARY TRANSVERSE MARKINGS, WHITE, | | | STOP LINE, 600mm | | | 0093 808-06703 2595.000 m | 1.00000 2595.00| 0.94000 2439.30| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0094 808-06705 132.000 m | 3.75000 495.00| 3.85000 508.20| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0095 808-75245 1595.000 m | 1.00000 1595.00| 0.94000 1499.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 115 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,185,951.29 ROUTE : SR 7 CALL ORDER : 115 CONTRACT ID : R -25714-A COUNTIES : JENNINGS LETTING DATE : 06/17/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1875662 | |O'MARA, DAVE CONTRACTOR |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75260 45.500 m | 5.50000 250.25| 5.72000 260.26| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0097 808-75290 60.000 m | 12.00000 720.00| 11.44000 686.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0098 808-75297 23.000 m | 12.00000 276.00| 11.44000 263.12| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0099 808-75320 14.000 EACH| 50.00000 700.00| 52.80000 739.20| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0100 808-75325 5.000 EACH| 75.00000 375.00| 73.70000 368.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0101 808-75996 25.000 EACH| 20.00000 500.00| 5.44000 136.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0102 808-75998 126.000 EACH| 27.00000 3402.00| 26.40000 3326.40| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 808-92027 550.000 m | 0.50000 275.00| 3.85000 2117.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0104 304-07490 108.000 Mg | 90.00000 9720.00| 132.00000 14256.00| HMA PATCHING, TYPE B | | | 0105 401-07407 2346.000 Mg | 36.00000 84456.00| 60.50000 141933.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0106 610-07487 1733.000 Mg | 44.00000 76252.00| 126.50000 219224.50| HMA FOR APPROACHES, TYPE B | | | 0107 713-91028 LUMP| 14000.00000 14000.00| 128000.00000 128000.00| TEMPORARY RUNAROUND | | | 0108 615-06490 50.000 EACH| 125.00000 6250.00| 117.95000 5897.50| RIGHT OF WAY MARKER | | | SECTION TOTALS | $ 1,093,101.10| $ 1,764,558.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,093,101.10| $ 1,764,558.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0685007 0685014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 541,764.09 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 622,054.15 114.8201% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 642,462.00 118.5870% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 657,800.00 121.4181% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0999231 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 1200.00000 10800.00| 1600.00000 14400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27085.00000 27085.00| 31000.00000 31000.00| 31500.00000 31500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10835.00000 10835.00| 12000.00000 12000.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 223.000 m | 8.00000 1784.00| 11.00000 2453.00| 7.00000 1561.00 CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 23420.00000 23420.00| 10000.00000 10000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0007 202-52710 1432.000 m2 | 3.50000 5012.00| 5.00000 7160.00| 7.00000 10024.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 410.400 m2 | 9.50000 3898.80| 6.00000 2462.40| 7.00000 2872.80 SURFACE MILLING, ASPHALT | | | 0009 202-74070 2.000 EACH| 2100.00000 4200.00| 1849.90000 3699.80| 2184.00000 4368.00 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0010 202-91385 5.000 EACH| 550.00000 2750.00| 200.00000 1000.00| 470.00000 2350.00 INLET, REMOVE | | | 0011 203-02000 1353.000 m3 | 13.25000 17927.25| 55.00000 74415.00| 27.00000 36531.00 EXCAVATION, COMMON | | | 0012 207-07500 3388.000 m2 | 11.50000 38962.00| 10.00000 33880.00| 13.00000 44044.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0999231 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02050 27.900 m3 | 55.00000 1534.50| 33.00000 920.70| 22.00000 613.80 B BORROW | | | 0014 301-07448 162.600 Mg | 25.00000 4065.00| 27.00000 4390.20| 28.00000 4552.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-06464 768.000 m3 | 42.50000 32640.00| 40.47000 31080.96| 35.00000 26880.00 SUBBASE FOR PCCP | | | 0016 402-07434 36.800 Mg | 105.00000 3864.00| 108.18000 3981.02| 100.00000 3680.00 HMA SURFACE, TYPE C | | | 0017 406-05521 410.400 m2 | 0.10000 41.04| 0.11000 45.14| 0.10000 41.04 ASPHALT FOR TACK COAT | | | 0018 502-06327 3103.000 m2 | 41.75000 129550.25| 47.00000 145841.00| 53.20000 165079.60 PCCP, 250 mm | | | 0019 503-05240 489.300 m | 25.00000 12232.50| 29.00000 14189.70| 19.00000 9296.70 D-1 CONTRACTION JOINT | | | 0020 604-06069 102.500 m2 | 45.00000 4612.50| 50.00000 5125.00| 65.00000 6662.50 CURB RAMP, CONCRETE | | | 0021 604-91531 659.000 m2 | 28.75000 18946.25| 28.00000 18452.00| 37.00000 24383.00 SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06100 465.000 m | 43.00000 19995.00| 38.00000 17670.00| 14.00000 6510.00 CURB, INTEGRAL, C, CONCRETE | | | 0023 611-04923 139.200 m2 | 54.00000 7516.80| 50.00000 6960.00| 67.00000 9326.40 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0024 611-05330 256.500 m2 | 44.50000 11414.25| 40.00000 10260.00| 50.00000 12825.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 621-06575 155.700 m2 | 15.00000 2335.50| 13.05000 2031.89| 14.00000 2179.80 SODDING, NURSERY | | | 0026 715-05048 381.000 m | 13.50000 5143.50| 11.00000 4191.00| 10.00000 3810.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0027 715-05149 58.300 m | 100.00000 5830.00| 115.00000 6704.50| 305.00000 17781.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0028 715-05151 50.000 m | 100.00000 5000.00| 102.00000 5100.00| 201.00000 10050.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0029 715-05152 50.000 m | 100.00000 5000.00| 151.00000 7550.00| 205.00000 10250.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0030 718-52610 101.000 m3 | 42.50000 4292.50| 40.00000 4040.00| 37.00000 3737.00 AGGREGATE FOR UNDERDRAINS | | | 0031 718-99153 1751.000 m2 | 1.00000 1751.00| 1.00000 1751.00| 2.00000 3502.00 GEOTEXTILES FOR UNDERDRAIN | | | 0032 720-44000 4.000 EACH| 525.00000 2100.00| 350.00000 1400.00| 280.00000 1120.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0999231 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 720-45045 5.000 EACH| 1450.00000 7250.00| 1200.00000 6000.00| 1400.00000 7000.00 INLET, J10 | | | 0034 720-45410 3.000 EACH| 2400.00000 7200.00| 2000.00000 6000.00| 1800.00000 5400.00 MANHOLE, C4 | | | 0035 801-04308 9.000 EACH| 150.00000 1350.00| 146.04000 1314.36| 105.00000 945.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06207 472.000 m | 3.50000 1652.00| 3.35000 1581.20| 3.20000 1510.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06625 75.000 EACH| 55.00000 4125.00| 48.68000 3651.00| 89.25000 6693.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 15.000 EACH| 85.00000 1275.00| 81.14000 1217.10| 73.50000 1102.50 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 11500.00000 11500.00| 36000.00000 36000.00| 54969.16000 54969.16 MAINTAINING TRAFFIC | | | 0040 801-07118 6.000 m | 15.50000 93.00| 15.15000 90.90| 17.00000 102.00 BARRICADE, III-A | | | 0041 801-07119 8.000 m | 18.00000 144.00| 17.31000 138.48| 20.00000 160.00 BARRICADE, III-B | | | 0042 802-05701 54.400 m | 35.00000 1904.00| 43.00000 2339.20| 34.55000 1879.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0043 802-76025 11.010 m2 | 175.00000 1926.75| 250.00000 2752.50| 179.00000 1970.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0044 802-76035 2.430 m2 | 200.00000 486.00| 275.00000 668.25| 197.00000 478.71 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0045 808-03179 2.000 EACH| 155.00000 310.00| 161.19000 322.38| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0046 808-06540 78.500 m | 13.00000 1020.50| 12.44000 976.54| 11.35000 890.98 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0047 808-75051 411.000 m | 4.25000 1746.75| 4.11000 1689.21| 3.83000 1574.13 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0048 808-75054 457.000 m | 4.25000 1942.25| 4.11000 1878.27| 3.88000 1773.16 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0049 808-75067 28.800 m | 25.00000 720.00| 24.88000 716.54| 23.00000 662.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0999231 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 808-75071 2.000 EACH| 150.00000 300.00| 146.04000 292.08| 84.00000 168.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0051 805-01816 3.000 EACH| 1000.00000 3000.00| 1800.00000 5400.00| 922.00000 2766.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0052 805-01842 7.000 EACH| 700.00000 4900.00| 800.00000 5600.00| 650.00000 4550.00 HANDHOLE, SIGNAL | | | 0053 805-02077 3.000 EACH| 2800.00000 8400.00| 3400.00000 10200.00| 2833.00000 8499.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0054 805-02151 4.000 EACH| 395.00000 1580.00| 453.28000 1813.12| 365.00000 1460.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0055 805-04133 1.000 EACH| 425.00000 425.00| 250.00000 250.00| 395.00000 395.00 SIGNAL PEDESTAL, 3.6 m | | | 0056 805-06592 213.000 m | 35.00000 7455.00| 38.00000 8094.00| 32.50000 6922.50 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0057 805-78100 1.000 EACH| 8500.00000 8500.00| 9000.00000 9000.00| 8000.00000 8000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0058 805-78205 4.000 EACH| 375.00000 1500.00| 400.00000 1600.00| 353.00000 1412.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0059 805-78230 2.000 EACH| 625.00000 1250.00| 616.63000 1233.26| 585.00000 1170.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78445 1.000 EACH| 485.00000 485.00| 600.00000 600.00| 455.00000 455.00 SIGNAL SERVICE | | | 0061 805-78467 18.000 m | 5.00000 90.00| 5.00000 90.00| 4.75000 85.50 SIGNAL CABLE, 3C 8GA. | | | 0062 805-78485 254.000 m | 3.25000 825.50| 4.00000 1016.00| 3.10000 787.40 SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 107.000 m | 3.55000 379.85| 4.00000 428.00| 3.45000 369.15 SIGNAL CABLE, 7C 14GA. | | | 0064 805-78510 483.000 m | 2.15000 1038.45| 2.75000 1328.25| 1.95000 941.85 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0065 805-78746 235.400 m | 43.00000 10122.20| 44.00000 10357.60| 40.00000 9416.00 PREFORMED LOOP DETECTORS | | | 0066 805-78795 190.400 m | 23.00000 4379.20| 4.00000 761.60| 24.15000 4598.16 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0067 805-78925 1.000 EACH| 750.00000 750.00| 1100.00000 1100.00| 722.00000 722.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0999231 |(3) 35-1917625 |BEATY CONSTRUCTION, INC. |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 TOTALS | $ 541,764.09| $ 622,054.15| $ 642,462.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,764.09| $ 622,054.15| $ 642,462.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 10400.00000 10400.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2500.00000 22500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35182.14000 35182.14| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02278 223.000 m | 15.00000 3345.00| | CURB, CONCRETE, REMOVE | | | 0006 202-03000 LUMP| 5400.00000 5400.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0007 202-52710 1432.000 m2 | 9.00000 12888.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 410.400 m2 | 8.00000 3283.20| | SURFACE MILLING, ASPHALT | | | 0009 202-74070 2.000 EACH| 1700.00000 3400.00| | OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0010 202-91385 5.000 EACH| 320.00000 1600.00| | INLET, REMOVE | | | 0011 203-02000 1353.000 m3 | 44.00000 59532.00| | EXCAVATION, COMMON | | | 0012 207-07500 3388.000 m2 | 14.00000 47432.00| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-02050 27.900 m3 | 30.00000 837.00| | B BORROW | | | 0014 301-07448 162.600 Mg | 24.00000 3902.40| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-06464 768.000 m3 | 50.00000 38400.00| | SUBBASE FOR PCCP | | | 0016 402-07434 36.800 Mg | 200.00000 7360.00| | HMA SURFACE, TYPE C | | | 0017 406-05521 410.400 m2 | 0.05000 20.52| | ASPHALT FOR TACK COAT | | | 0018 502-06327 3103.000 m2 | 45.00000 139635.00| | PCCP, 250 mm | | | 0019 503-05240 489.300 m | 30.00000 14679.00| | D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 604-06069 102.500 m2 | 60.00000 6150.00| | CURB RAMP, CONCRETE | | | 0021 604-91531 659.000 m2 | 32.00000 21088.00| | SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06100 465.000 m | 60.00000 27900.00| | CURB, INTEGRAL, C, CONCRETE | | | 0023 611-04923 139.200 m2 | 60.00000 8352.00| | CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0024 611-05330 256.500 m2 | 50.00000 12825.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 621-06575 155.700 m2 | 12.00000 1868.40| | SODDING, NURSERY | | | 0026 715-05048 381.000 m | 24.00000 9144.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0027 715-05149 58.300 m | 120.00000 6996.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0028 715-05151 50.000 m | 145.00000 7250.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0029 715-05152 50.000 m | 150.00000 7500.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0030 718-52610 101.000 m3 | 45.00000 4545.00| | AGGREGATE FOR UNDERDRAINS | | | 0031 718-99153 1751.000 m2 | 2.00000 3502.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0032 720-44000 4.000 EACH| 500.00000 2000.00| | CASTING, ADJUST TO GRADE | | | 0033 720-45045 5.000 EACH| 1800.00000 9000.00| | INLET, J10 | | | 0034 720-45410 3.000 EACH| 3500.00000 10500.00| | MANHOLE, C4 | | | 0035 801-04308 9.000 EACH| 140.00000 1260.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06207 472.000 m | 3.30000 1557.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06625 75.000 EACH| 47.00000 3525.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 15.000 EACH| 80.00000 1200.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0040 801-07118 6.000 m | 15.00000 90.00| | BARRICADE, III-A | | | 0041 801-07119 8.000 m | 17.00000 136.00| | BARRICADE, III-B | | | 0042 802-05701 54.400 m | 42.00000 2284.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0043 802-76025 11.010 m2 | 240.00000 2642.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0044 802-76035 2.430 m2 | 280.00000 680.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0045 808-03179 2.000 EACH| 160.00000 320.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0046 808-06540 78.500 m | 12.00000 942.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0047 808-75051 411.000 m | 4.00000 1644.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0048 808-75054 457.000 m | 4.00000 1828.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0049 808-75067 28.800 m | 24.00000 691.20| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0050 808-75071 2.000 EACH| 140.00000 280.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0051 805-01816 3.000 EACH| 1800.00000 5400.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0052 805-01842 7.000 EACH| 720.00000 5040.00| | HANDHOLE, SIGNAL | | | 0053 805-02077 3.000 EACH| 3400.00000 10200.00| | SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0054 805-02151 4.000 EACH| 390.00000 1560.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/16/03 PAGE : 155 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,529.92 ROUTE : 9 CALL ORDER : 155 CONTRACT ID : R -26741-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-04133 1.000 EACH| 210.00000 210.00| | SIGNAL PEDESTAL, 3.6 m | | | 0056 805-06592 213.000 m | 32.00000 6816.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0057 805-78100 1.000 EACH| 8900.00000 8900.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0058 805-78205 4.000 EACH| 390.00000 1560.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0059 805-78230 2.000 EACH| 590.00000 1180.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0060 805-78445 1.000 EACH| 600.00000 600.00| | SIGNAL SERVICE | | | 0061 805-78467 18.000 m | 4.50000 81.00| | SIGNAL CABLE, 3C 8GA. | | | 0062 805-78485 254.000 m | 3.30000 838.20| | SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 107.000 m | 3.40000 363.80| | SIGNAL CABLE, 7C 14GA. | | | 0064 805-78510 483.000 m | 2.30000 1110.90| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0065 805-78746 235.400 m | 43.00000 10122.20| | PREFORMED LOOP DETECTORS | | | 0066 805-78795 190.400 m | 2.10000 399.84| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0067 805-78925 1.000 EACH| 920.00000 920.00| | CONTROLLER CABINET FOUNDATION, P1 | | | SECTION TOTALS | $ 657,800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 657,800.00| | ====================================================================================================================================