INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/09/03 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,431.51 ROUTE : 231 CALL ORDER : 421 CONTRACT ID : RS-26633-A COUNTIES : MONTGOMERY LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 04/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 081500H 081500H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 391,576.17 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 440,874.34 112.5896% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 7300.00000 7300.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19575.00000 19575.00| 38935.69000 38935.69| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 400.000 m | 24.00000 9600.00| 9.92000 3968.00| CURB, CONCRETE, REMOVE | | | 0005 202-52710 354.000 m2 | 8.50000 3009.00| 9.55000 3380.70| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-60820 10305.000 m2 | 1.75000 18033.75| 2.83000 29163.15| SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-86946 4.000 EACH| 600.00000 2400.00| 270.00000 1080.00| HANDHOLE, REMOVE | | | 0009 202-91385 3.000 EACH| 800.00000 2400.00| 1107.98000 3323.94| INLET, REMOVE | | | 0010 202-93047 2.000 EACH| 1300.00000 2600.00| 253.74000 507.48| MANHOLE, REMOVE | | | 0011 202-96133 14.000 m | 155.00000 2170.00| 33.04000 462.56| PIPE, REMOVE | | | 0012 213-52830 28.000 m3 | 75.00000 2100.00| 66.27000 1855.56| FLOWABLE MORTAR | | | 0013 303-52308 250.000 Mg | 28.00000 7000.00| 45.34000 11335.00| COMPACTED AGGREGATE, O, 53 | | | 0014 304-07490 100.000 Mg | 150.00000 15000.00| 78.01000 7801.00| HMA PATCHING, TYPE B | | | 0015 304-07493 150.000 Mg | 85.00000 12750.00| 115.05000 17257.50| WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/09/03 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,431.51 ROUTE : 231 CALL ORDER : 421 CONTRACT ID : RS-26633-A COUNTIES : MONTGOMERY LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07328 1000.000 Mg | 44.00000 44000.00| 55.60000 55600.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 402-07451 800.000 Mg | 38.00000 30400.00| 53.42000 42736.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0018 405-05518 330.000 m2 | 0.55000 181.50| 2.51000 828.30| ASPHALT FOR PRIME COAT | | | 0019 406-05520 4.000 Mg | 276.00000 1104.00| 209.94000 839.76| ASPHALT FOR TACK COAT | | | 0020 604-06069 60.000 m2 | 48.00000 2880.00| 75.74000 4544.40| CURB RAMP, CONCRETE | | | 0021 604-90256 193.000 m2 | 58.00000 11194.00| 33.87000 6536.91| SIDEWALK, CONCRETE, 150 mm | | | 0022 605-06120 400.000 m | 55.00000 22000.00| 54.12000 21648.00| CURB, CONCRETE | | | 0023 605-06125 20.000 m | 120.00000 2400.00| 84.94000 1698.80| CURB, CONCRETE, MODIFIED | | | 0024 611-05330 132.000 m2 | 50.00000 6600.00| 42.62000 5625.84| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 621-06570 75.000 m3 | 68.00000 5100.00| 57.77000 4332.75| TOP SOIL | | | 0027 621-06575 600.000 m2 | 5.50000 3300.00| 5.48000 3288.00| SODDING, NURSERY | | | 0028 702-90915 20.000 m3 | 98.60000 1972.00| 111.53000 2230.60| CONCRETE, A | | | 0029 715-05149 11.900 m | 400.00000 4760.00| 353.31000 4204.39| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0030 715-05151 8.600 m | 410.00000 3526.00| 587.53000 5052.76| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0031 715-05152 17.100 m | 411.00000 7028.10| 438.88000 7504.85| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0032 720-45045 1.000 EACH| 1800.00000 1800.00| 3245.41000 3245.41| INLET, J10 | | | 0033 720-45215 2.000 EACH| 2200.00000 4400.00| 3069.51000 6139.02| CATCH BASIN, A8 | | | 0034 801-06203 244.000 m | 2.25000 549.00| 2.30000 561.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 150.000 m | 5.50000 825.00| 3.65000 547.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06640 17.000 EACH| 80.00000 1360.00| 170.00000 2890.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/09/03 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,431.51 ROUTE : 231 CALL ORDER : 421 CONTRACT ID : RS-26633-A COUNTIES : MONTGOMERY LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-06710 30.000 DAY | 13.00000 390.00| 14.00000 420.00| FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 39300.00000 39300.00| 49798.30000 49798.30| MAINTAINING TRAFFIC | | | 0039 805-01816 2.000 EACH| 1030.00000 2060.00| 1000.00000 2000.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0040 805-01842 3.000 EACH| 700.00000 2100.00| 680.00000 2040.00| HANDHOLE, SIGNAL | | | 0041 805-01844 220.000 m | 38.50000 8470.00| 38.00000 8360.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0042 805-02069 2.000 EACH| 3000.00000 6000.00| 2940.00000 5880.00| SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0043 805-02077 2.000 EACH| 4750.00000 9500.00| 4730.00000 9460.00| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0044 805-02445 1.000 EACH| 8325.00000 8325.00| 8320.00000 8320.00| CONTROLLER CABINET, P1 | | | 0045 805-05698 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0046 805-78205 4.000 EACH| 625.00000 2500.00| 620.00000 2480.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0047 805-78230 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0048 805-78445 1.000 EACH| 500.00000 500.00| 400.00000 400.00| SIGNAL SERVICE | | | 0049 805-78470 1800.000 m | 1.00000 1800.00| 1.00000 1800.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0050 805-78480 200.000 m | 2.85000 570.00| 2.80000 560.00| SIGNAL CABLE, 3C 14GA. | | | 0051 805-78485 254.000 m | 3.00000 762.00| 3.00000 762.00| SIGNAL CABLE, 5C 14GA. | | | 0052 805-78490 260.000 m | 3.25000 845.00| 3.20000 832.00| SIGNAL CABLE, 7C 14GA. | | | 0053 805-78510 720.000 m | 2.70000 1944.00| 2.70000 1944.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0054 805-78785 14.000 EACH| 362.00000 5068.00| 360.00000 5040.00| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/09/03 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 378,431.51 ROUTE : 231 CALL ORDER : 421 CONTRACT ID : RS-26633-A COUNTIES : MONTGOMERY LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-78795 600.000 m | 25.25000 15150.00| 25.00000 15000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0056 805-92504 2.000 EACH| 320.50000 641.00| 320.00000 640.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0057 808-01226 68.000 EACH| 20.00000 1360.00| 9.35000 635.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0058 808-06701 200.000 m | 1.33000 266.00| 1.10000 220.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0059 808-06703 410.000 m | 1.33000 545.30| 1.10000 451.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0060 808-75245 1014.000 m | 1.33000 1348.62| 1.10000 1115.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75297 82.000 m | 10.50000 861.00| 11.80000 967.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0062 808-75300 286.000 m | 2.00000 572.00| 2.95000 843.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0063 808-75320 21.000 EACH| 45.50000 955.50| 57.60000 1209.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0064 808-75325 5.000 EACH| 60.00000 300.00| 82.80000 414.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0065 808-75994 68.000 EACH| 5.55000 377.40| 5.50000 374.00| PRISMATIC REFLECTOR | | | 0066 808-75996 68.000 EACH| 11.00000 748.00| 7.25000 493.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 201-52370 LUMP| 7000.00000 7000.00| 1931.85000 1931.85| CLEARING RIGHT OF WAY | | | 0068 401-06264 LUMP| 1500.00000 1500.00| 1157.02000 1157.02| PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 391,576.17| $ 440,874.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,576.17| $ 440,874.34| ====================================================================================================================================