INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25318-B COUNTIES : LAKE LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0193011 0194011 0194013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,714,843.95 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 145 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 318,162.10 ROUTE : US 6 CALL ORDER : 145 CONTRACT ID : R -25809-C COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2126029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 299,636.00 100.0000% 2 34-1572955 DEITERING LANDSCAPING, INC. $ 378,725.00 126.3950% 3 35-1817574 YARDBERRY LANDSCAPE $ 437,890.00 146.1406% ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 |(3) 35-1817574 |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 11000.00000 11000.00| 12000.00000 12000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2100.00000 16800.00| 1900.00000 15200.00| 2100.00000 16800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 5900.00000 5900.00| 13500.00000 13500.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 4450.00000 4450.00| 1200.00000 1200.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0005 616-06430 937.000 SYS | 52.00000 48724.00| 50.00000 46850.00| 48.00000 44976.00 RIPRAP, HAND LAID, 6 IN., PLACE | | | 0006 621-52391 100.000 LBS | 16.00000 1600.00| 50.00000 5000.00| 35.00000 3500.00 SEED MIXTURE, GRASS NO MOW | | | 0007 621-92968 13.400 LBS | 1035.00000 13869.00| 1000.00000 13400.00| 500.00000 6700.00 SEED MIXTURE, WILD FLOWER Blue - 10LB/AC| | | 0008 621-92968 122.000 LBS | 347.00000 42334.00| 400.00000 48800.00| 712.00000 86864.00 SEED MIXTURE, WILD FLOWER Red - 10 LB/AC| | | 0009 621-92968 141.000 LBS | 364.00000 51324.00| 600.00000 84600.00| 750.00000 105750.00 SEED MIXTURE, WILD FLOWER White - 10 | | | LB/AC | | | 0010 622-01345 365.000 EACH| 52.00000 18980.00| 90.00000 32850.00| 59.00000 21535.00 TREE PLANTING , 5 GALLON CONTAINER GROWN| | | 0011 622-05638 650.000 EACH| 46.00000 29900.00| 50.00000 32500.00| 51.00000 33150.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | AA 18"-24" HT | | | 0012 622-05649 187.000 EACH| 257.00000 48059.00| 350.00000 65450.00| 280.00000 52360.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0013 622-52436 24.000 EACH| 32.00000 768.00| 50.00000 1200.00| 45.00000 1080.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 145 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 318,162.10 ROUTE : US 6 CALL ORDER : 145 CONTRACT ID : R -25809-C COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 |(3) 35-1817574 |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 802-04893 247.000 EACH| 24.00000 5928.00| 25.00000 6175.00| 25.00000 6175.00 REFERENCE POST | | | SECTION TOTALS | $ 299,636.00| $ 378,725.00| $ 437,890.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,636.00| $ 378,725.00| $ 437,890.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,862.18 ROUTE : CALL ORDER : 155 CONTRACT ID : R -25851-B COUNTIES : WAYNE LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9989028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 442,662.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 202-96022 17.000 EACH| 565.00000 9605.00| | CONCRETE FOUNDATION, REMOVE | | | 0002 203-02000 35.000 m3 | 85.00000 2975.00| | EXCAVATION, COMMON | | | 0003 210-06994 LUMP| 23000.00000 23000.00| | CONCRETE , REMOVE | | | 0004 303-52308 1840.000 Mg | 9.50000 17480.00| | COMPACTED AGGREGATE, O, 53 | | | 0005 305-05206 37.500 Mg | 150.00000 5625.00| | WIDENING WITH HMA | | | 0006 402-05490 3.000 Mg | 500.00000 1500.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0007 402-05495 9.000 Mg | 300.00000 2700.00| | HMA WEDGE AND LEVEL | | | 0008 502-06327 90.000 m2 | 290.00000 26100.00| | PCCP, 250 mm | | | 0009 604-01920 330.000 m2 | 190.00000 62700.00| | CONCRETE PAVERS | | | 0010 604-03643 41.400 m2 | 130.00000 5382.00| | BRICK PAVERS | | | 0011 604-06844 62.700 m2 | 50.00000 3135.00| | BRICK , SALVAGE | | | 0012 604-91531 460.000 m2 | 65.00000 29900.00| | SIDEWALK, CONCRETE, 100 mm | | | 0013 604-93490 55.000 m2 | 180.00000 9900.00| | SIDEWALK, BRICK , CURB RAMPS | | | 0014 605-06120 47.300 m | 190.00000 8987.00| | CURB, CONCRETE | | | 0015 605-06140 260.100 m | 69.00000 17946.90| | CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,862.18 ROUTE : CALL ORDER : 155 CONTRACT ID : R -25851-B COUNTIES : WAYNE LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 611-05330 190.000 m2 | 110.00000 20900.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0017 621-06574 119.000 m2 | 12.00000 1428.00| | SODDING | | | 0018 621-98038 14.100 m3 | 60.00000 846.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0019 622-05640 21.000 EACH| 68.00000 1428.00| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0020 622-05649 1.000 EACH| 220.00000 220.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0021 622-05651 30.000 EACH| 485.00000 14550.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0022 622-05653 201.000 EACH| 4.85000 974.85| | PLANT, GROUND COVER | | | 0023 622-05654 161.000 EACH| 9.50000 1529.50| | PLANT, PERENNIAL | | | 0024 704-04850 120.000 m2 | 100.00000 12000.00| | CONCRETE PAVEMENT WITH BRICK PAVER | | | IMPRINT, 250mm | | | 0025 720-44000 1.000 EACH| 600.00000 600.00| | CASTING, ADJUST TO GRADE | | | 0026 720-44055 1.000 EACH| 1000.00000 1000.00| | CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0027 720-44070 1.000 EACH| 900.00000 900.00| | CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0028 720-45045 4.000 EACH| 2100.00000 8400.00| | INLET, J10 | | | 0029 720-98555 1.000 EACH| 2900.00000 2900.00| | INLET, C15 | | | 0030 732-04983 LUMP| 5000.00000 5000.00| | PIPE EXTENSION, WEEPHOLE | | | 0031 801-06775 LUMP| 21492.10000 21492.10| | MAINTAINING TRAFFIC | | | 0032 802-05702 12.000 m | 48.00000 576.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0033 802-76035 2.320 m2 | 255.00000 591.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,862.18 ROUTE : CALL ORDER : 155 CONTRACT ID : R -25851-B COUNTIES : WAYNE LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-94715 LUMP| 1030.00000 1030.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0035 805-06592 503.000 m | 27.00000 13581.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0036 805-06595 466.000 m | 27.00000 12582.00| | CONDUIT, PVC, 50 mm | | | 0037 805-86843 4106.000 m | 4.30000 17655.80| | WIRE, NO. 4 COPPER, 1C | | | 0038 805-86889 520.000 m | 2.20000 1144.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0039 805-86925 83.000 EACH| 22.00000 1826.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0040 805-86935 114.000 EACH| 22.00000 2508.00| | INSULATING LINK, WATERPROOFED | | | 0041 807-02428 20.000 EACH| 740.00000 14800.00| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0042 807-04654 20.000 EACH| 2650.00000 53000.00| | LIGHT POLE , DECORATIVE | | | 0043 807-86910 23.000 EACH| 36.00000 828.00| | CONNECTOR KIT, UNFUSED | | | 0044 807-86915 23.000 EACH| 37.00000 851.00| | CONNECTOR KIT, FUSED | | | 0045 808-03439 72.000 m | 5.00000 360.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0046 808-06713 39.000 m | 5.75000 224.25| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 442,662.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 442,662.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,028.00 ROUTE : SR 331 CALL ORDER : 165 CONTRACT ID : R -26028-B COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/10/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5550011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 434,243.13 100.0000% ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 1454.37000 1454.37| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2266.25000 13597.50| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21533.75000 21533.75| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1204.73000 1204.73| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 53919.09000 53919.09| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 202.000 m2 | 8.25000 1666.50| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 812.000 m3 | 26.05000 21152.60| | EXCAVATION, COMMON | | | 0008 203-51223 105.000 m3 | 43.66000 4584.30| | EXCAVATION, WATERWAY | | | 0009 205-06932 8.000 m | 15.36000 122.88| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 212.000 m | 6.22000 1318.64| | TEMPORARY SILT FENCE | | | 0011 207-06499 1612.000 m2 | 9.60000 15475.20| | SUBGRADE TREATMENT | | | 0012 211-02060 363.400 m3 | 35.72000 12980.65| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 849.800 Mg | 23.61000 20063.78| | COMPACTED AGGREGATE, O, 53 | | | 0014 402-05468 412.100 Mg | 55.00000 22665.50| | HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 121.000 Mg | 55.00000 6655.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,028.00 ROUTE : SR 331 CALL ORDER : 165 CONTRACT ID : R -26028-B COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05477 86.800 Mg | 60.00000 5208.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 153.800 Mg | 55.00000 8459.00| | HMA BASE 25.0 mm, SHOULDER | | | 0018 402-05487 143.600 Mg | 55.00000 7898.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0019 402-05490 38.700 Mg | 60.00000 2322.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0020 404-05511 1086.000 m2 | 2.60000 2823.60| | SEAL COAT, 2 | | | 0021 405-05518 1819.000 m2 | 1.00000 1819.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 4095.000 m2 | 0.10000 409.50| | ASPHALT FOR TACK COAT | | | 0023 502-06627 36.800 m2 | 43.64000 1605.95| | PCCP, 150 mm | | | 0024 601-01701 1.000 EACH| 1500.00000 1500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-01846 2.000 EACH| 1455.00000 2910.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02636 22.860 m | 75.25000 1720.22| | GUARDRAIL, W BEAM, NESTED | | | 0027 601-07023 2.000 EACH| 5200.00000 10400.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0028 601-94689 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 126.000 m | 31.50000 3969.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06639 192.000 m | 44.87000 8615.04| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0031 610-05527 45.400 Mg | 60.00000 2724.00| | HMA FOR APPROACHES | | | 0032 611-06497 2.000 EACH| 120.00000 240.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0034 615-06490 8.000 EACH| 110.82000 886.56| | RIGHT OF WAY MARKER | | | 0035 616-02320 205.000 m2 | 3.96000 811.80| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 165 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,028.00 ROUTE : SR 331 CALL ORDER : 165 CONTRACT ID : R -26028-B COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-06405 57.300 Mg | 88.10000 5048.13| | RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 570.00000 570.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01660 1471.000 m2 | 0.55000 809.05| | MULCHED SEEDING, LEGUME, 2 | | | 0039 621-01956 8.400 kg | 27.60000 231.84| | SEED MIXTURE, LEGUME, 1 | | | 0040 621-02770 131.000 m2 | 1.92000 251.52| | EROSION CONTROL BLANKET | | | 0041 621-06548 0.500 kg | 55.00000 27.50| | SEED MIXTURE, CV | | | 0042 621-06559 396.000 m2 | 0.70000 277.20| | MULCHED SEEDING, R | | | 0043 621-06567 13.500 kL | 0.55000 7.43| | WATER | | | 0044 621-06574 354.000 m2 | 4.88000 1727.52| | SODDING | | | 0045 621-06575 391.000 m2 | 4.88000 1908.08| | SODDING, NURSERY | | | 0046 622-52436 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 40.000 EACH| 10.72000 428.80| | SEEDLING | | | 0048 622-98200 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT DISTURB | | | 0049 702-51005 16.700 m3 | 857.69000 14323.42| | CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 16.000 m3 | 444.63000 7114.08| | CONCRETE, B, FOOTINGS | | | 0051 703-51030 2150.000 kg | 2.43000 5224.50| | REINFORCING STEEL | | | 0052 714-06572 19.600 m | 3657.13000 71679.75| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0053 715-05048 30.000 m | 20.51000 615.30| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05049 30.000 m | 39.23000 1176.90| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0055 715-05051 30.000 m | 42.47000 1274.10| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 165 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,028.00 ROUTE : SR 331 CALL ORDER : 165 CONTRACT ID : R -26028-B COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05149 4.000 m | 128.13000 512.52| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05168 12.500 m | 103.21000 1290.13| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0058 715-05171 4.000 m | 236.99000 947.96| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0059 715-46000 2.000 EACH| 187.51000 375.02| | PIPE END SECTION, 300 mm | | | 0060 715-46010 1.000 EACH| 225.00000 225.00| | PIPE END SECTION, 450 mm | | | 0061 720-45030 1.000 EACH| 1437.52000 1437.52| | INLET, E7 | | | 0062 801-01349 7.200 m | 15.74000 113.33| | TEMPORARY STOP LINE, 600 mm | | | 0063 801-06207 863.000 m | 2.62000 2261.06| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06606 8.000 EACH| 60.00000 480.00| | BARRICADE, IIIB | | | 0065 801-06640 18.000 EACH| 60.00000 1080.00| | CONSTRUCTION SIGN, A | | | 0066 801-06645 4.000 EACH| 25.00000 100.00| | CONSTRUCTION SIGN, B | | | 0067 801-06775 LUMP| 18895.30000 18895.30| | MAINTAINING TRAFFIC | | | 0068 801-97643 259.000 m | 10.55000 2732.45| | TEMPORARY BUZZ STRIPS | | | 0069 804-04435 7.000 EACH| 8.69000 60.83| | DELINEATOR POST, REMOVE | | | 0070 804-06725 3.000 EACH| 19.00000 57.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0071 804-06770 1.000 EACH| 18.00000 18.00| | DELINEATOR POST | | | 0072 806-01851 LUMP| 23500.00000 23500.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0073 808-06703 560.000 m | 1.26000 705.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0074 808-06716 398.000 m | 1.96000 780.08| | LINE, REMOVE | | | 0075 808-75240 70.000 m | 1.26000 88.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 165 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,028.00 ROUTE : SR 331 CALL ORDER : 165 CONTRACT ID : R -26028-B COUNTIES : MARSHALL LETTING DATE : 06/11/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75996 9.000 EACH| 16.65000 149.85| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 9.000 EACH| 58.00000 522.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 434,243.13| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,243.13| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 175 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,001.60 ROUTE : MONON RAIL TRAIL CALL ORDER : 175 CONTRACT ID : R -26123-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/08/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : A949000 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 1,808,959.44 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,865,098.23 103.1033% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,870,000.00 103.3743% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0918397 |(3) 35-1151771 |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT- BIKE/PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 31000.00000 31000.00| 27828.88000 27828.88 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2000.00000 12000.00| 1927.44000 11564.64 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 93250.00000 93250.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 100000.00000 100000.00| 74600.00000 74600.00| 162088.36000 162088.36 CLEARING AND GRUBBING | | | 0005 202-51328 LUMP| 70000.00000 70000.00| 65000.00000 65000.00| 68837.77000 68837.77 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 621.000 m2 | 11.00000 6831.00| 7.50000 4657.50| 7.49000 4651.29 SURFACE MILLING, ASPHALT | | | 0007 202-90747 227.011 m3 | 35.00000 7945.39| 145.00000 32916.60| 75.35000 17105.28 RETAINING WALL, REMOVE | | | 0008 202-96151 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 602.33000 602.33 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0009 203-02000 1200.000 m3 | 30.00000 36000.00| 45.00000 54000.00| 36.00000 43200.00 EXCAVATION, COMMON | | | 0010 205-02224 2770.000 m | 3.50000 9695.00| 4.00000 11080.00| 3.78000 10470.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 206-51817 198.000 m2 | 190.00000 37620.00| 175.00000 34650.00| 177.82000 35208.36 SHEET PILING, STEEL | | | 0012 210-04181 1.000 EACH| 1800.00000 1800.00| 1100.00000 1100.00| 395.51000 395.51 BICYCLE RACK | | | 0013 211-02060 1178.000 m3 | 17.00000 20026.00| 33.00000 38874.00| 45.21000 53257.38 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04853 625.000 Mg | 17.00000 10625.00| 33.00000 20625.00| 18.38000 11487.50 COMPACTED AGGREGATE , CRUSHED LIMESTONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 175 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,001.60 ROUTE : MONON RAIL TRAIL CALL ORDER : 175 CONTRACT ID : R -26123-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0918397 |(3) 35-1151771 |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 4090.000 Mg | 17.00000 69530.00| 17.00000 69530.00| 15.69000 64172.10 COMPACTED AGGREGATE, O, 53 FOR BASE | | | 0016 402-05474 1860.000 Mg | 42.00000 78120.00| 43.00000 79980.00| 35.93000 66829.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 930.000 Mg | 50.00000 46500.00| 56.00000 52080.00| 46.05000 42826.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 406-05520 4.200 Mg | 250.00000 1050.00| 212.00000 890.40| 476.92000 2003.06 ASPHALT FOR TACK COAT | | | 0019 601-03871 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1004.66000 2009.32 RAILING, WOOD, END TREATMENT | | | 0020 601-03970 9.200 m | 108.00000 993.60| 108.00000 993.60| 108.50000 998.20 RAILING, WOOD, 1.372 m | | | 0021 601-04849 173.730 m | 37.00000 6428.01| 37.00000 6428.01| 37.17000 6457.54 POST , WOOD, 150 mm X 150 mm | | | 0022 601-95871 2.400 m | 625.00000 1500.00| 625.00000 1500.00| 627.91000 1506.98 HANDRAIL , MODIFIED | | | 0023 603-03398 33.000 m | 47.00000 1551.00| 44.00000 1452.00| 44.20000 1458.60 FENCE, RELOCATE | | | 0024 603-92636 3765.000 m | 50.75000 191073.75| 47.20000 177708.00| 47.42000 178536.30 FENCE, CHAIN LINK, 1830 mm VINYL COATED | | | 0025 611-05330 305.000 m2 | 55.00000 16775.00| 65.00000 19825.00| 60.28000 18385.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm MODIFIED | | | 0026 615-03866 11.000 EACH| 250.00000 2750.00| 800.00000 8800.00| 492.28000 5415.08 MILE MARKER | | | 0027 616-02320 225.000 m2 | 4.00000 900.00| 3.00000 675.00| 2.01000 452.25 GEOTEXTILES | | | 0028 616-06405 116.000 Mg | 25.00000 2900.00| 36.00000 4176.00| 36.17000 4195.72 RIPRAP, REVETMENT | | | 0029 616-93019 13.000 m2 | 80.00000 1040.00| 110.00000 1430.00| 110.51000 1436.63 RIPRAP, GROUTED, 450 mm | | | 0030 619-05926 LUMP| 3260.00000 3260.00| 15000.00000 15000.00| 10046.53000 10046.53 ENVIRONMENTAL CONTROL | | | 0031 619-51859 LUMP| 140000.00000 140000.00| 110000.00000 110000.00| 90418.73000 90418.73 PAINT STEEL BRIDGE | | | 0032 619-61000 LUMP| 170000.00000 170000.00| 151040.13000 151040.13| 150697.88000 150697.88 CLEAN STEEL BRIDGE | | | 0033 621-01004 1.000 EACH| 750.00000 750.00| 200.00000 200.00| 200.93000 200.93 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-03867 1765.000 m2 | 1.50000 2647.50| 0.51000 900.15| 0.51000 900.15 MULCHED SEEDING, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 175 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,001.60 ROUTE : MONON RAIL TRAIL CALL ORDER : 175 CONTRACT ID : R -26123-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0918397 |(3) 35-1151771 |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06560 1000.000 m2 | 1.25000 1250.00| 0.57000 570.00| 0.57000 570.00 MULCHED SEEDING, U | | | 0036 621-06570 105.000 m3 | 35.00000 3675.00| 40.00000 4200.00| 49.07000 5152.35 TOP SOIL | | | 0037 621-06574 700.000 m2 | 10.00000 7000.00| 3.72000 2604.00| 3.74000 2618.00 SODDING | | | 0038 621-98038 115.000 m3 | 65.00000 7475.00| 68.00000 7820.00| 68.32000 7856.80 MULCH, HARDWOOD SHREDDED BARK | | | 0039 622-01937 17.000 EACH| 450.00000 7650.00| 571.00000 9707.00| 573.66000 9752.22 PLANT , ACER RUBRUM OCTOBER GLORY | | | 0040 622-01937 19.000 EACH| 267.00000 5073.00| 380.00000 7220.00| 381.77000 7253.63 PLANT , AMELANCHIER GRANDIFLORA, AUTUMN | | | BRILLI ANCE | | | 0041 622-01937 29.000 EACH| 42.00000 1218.00| 69.00000 2001.00| 69.32000 2010.28 PLANT , CORNUS SERICEA, BAILEY I | | | 0042 622-01937 116.000 EACH| 24.00000 2784.00| 24.50000 2842.00| 24.61000 2854.76 PLANT , FESTUCA OVINA, GLAUCA | | | 0043 622-01937 467.000 EACH| 15.00000 7005.00| 17.75000 8289.25| 17.83000 8326.61 PLANT , HEMEROCALLIS, HALCYON | | | 0044 622-01937 468.000 EACH| 15.00000 7020.00| 19.75000 9243.00| 19.84000 9285.12 PLANT , HEMEROCALLIS, SO SWEET | | | 0045 622-01937 468.000 EACH| 15.00000 7020.00| 16.25000 7605.00| 16.33000 7642.44 PLANT , HEMEROCALLIS, STELLA D'ORO | | | 0046 622-01937 27.000 EACH| 285.00000 7695.00| 268.00000 7236.00| 269.25000 7269.75 PLANT , MALUS, SNOWDRIFT | | | 0047 622-01937 36.000 EACH| 24.00000 864.00| 34.00000 1224.00| 34.16000 1229.76 PLANT , PENNISETUM ALOPECUROIDES | | | 0048 622-01937 21.000 EACH| 264.00000 5544.00| 227.00000 4767.00| 228.06000 4789.26 PLANT , PICEA OMORIKA | | | 0049 622-01937 29.000 EACH| 99.00000 2871.00| 126.00000 3654.00| 126.59000 3671.11 PLANT , THUJA OCCIDENTALIS TECHNY | | | 0050 622-01937 27.000 EACH| 48.00000 1296.00| 77.50000 2092.50| 77.86000 2102.22 PLANT , VIBURNUM DENTATUM, CHICAGO | | | LUSTRE | | | 0051 622-01937 10.000 EACH| 48.00000 480.00| 134.50000 1345.00| 135.13000 1351.30 PLANT , VIBURNUM OPULUS NANUM | | | 0052 622-01937 15.000 EACH| 48.00000 720.00| 118.50000 1777.50| 119.05000 1785.75 PLANT , VIBURNUM X BURKWOODI | | | 0053 622-01937 30.000 EACH| 55.00000 1650.00| 106.25000 3187.50| 106.74000 3202.20 PLANT , VIBURNUM X CARLCEPHALUM | | | 0054 702-51005 16.300 m3 | 1180.00000 19234.00| 1100.00000 17930.00| 1105.12000 18013.46 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 175 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,001.60 ROUTE : MONON RAIL TRAIL CALL ORDER : 175 CONTRACT ID : R -26123-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0918397 |(3) 35-1151771 |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 702-51863 149.000 EACH| 10.00000 1490.00| 10.00000 1490.00| 10.05000 1497.45 FIELD DRILLED HOLE IN CONCRETE | | | 0056 702-90915 3.400 m3 | 855.00000 2907.00| 795.00000 2703.00| 798.70000 2715.58 CONCRETE, A (APPROACH SLAB) | | | 0057 703-51032 5969.000 kg | 2.75000 16414.75| 2.10000 12534.90| 2.11000 12594.59 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 64.300 m3 | 900.00000 57870.00| 845.00000 54333.50| 848.93000 54586.20 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-92556 143.649 m | 390.00000 56023.11| 450.00000 64642.05| 539.50000 77498.64 STRUCTURAL STEEL RAILING | | | 0060 708-01112 8.000 m3 | 890.00000 7120.00| 825.00000 6600.00| 828.84000 6630.72 GROUT, NON-SHRINK | | | 0061 709-51821 LUMP| 6080.00000 6080.00| 6100.00000 6100.00| 6108.29000 6108.29 SURFACE SEAL | | | 0062 710-51870 4.000 m2 | 990.00000 3960.00| 938.25000 3753.00| 924.28000 3697.12 REPOINTING MASONRY IN STRUCTURES | | | 0063 711-51038 LUMP| 1200.00000 1200.00| 1115.00000 1115.00| 1120.19000 1120.19 STRUCTURAL STEEL | | | 0064 711-51876 LUMP| 65000.00000 65000.00| 60500.00000 60500.00| 60781.48000 60781.48 JACKING AND SUPPORTING TRUSSES | | | 0065 711-96800 476.000 EACH| 4.75000 2261.00| 3.56000 1694.56| 4.42000 2103.92 STUD SHEAR CONNECTOR | | | 0066 712-03812 9.000 EACH| 1500.00000 13500.00| 1400.00000 12600.00| 691.81000 6226.29 BENCH | | | 0067 714-02102 575.000 m2 | 254.00000 146050.00| 300.00000 172500.00| 255.03000 146642.25 RETAINING WALL, MODULAR, CONCRETE | | | 0068 715-05407 22.000 m | 16.00000 352.00| 24.00000 528.00| 16.07000 353.54 PIPE, END BENT DRAIN, 150 mm | | | 0069 724-03276 10.800 m | 376.00000 4060.80| 350.00000 3780.00| 351.63000 3797.60 EXPANSION JOINT SEALING SYSTEM | | | 0070 726-92406 4.000 EACH| 3763.00000 15052.00| 3500.00000 14000.00| 3516.28000 14065.12 BEARING ASSEMBLY, ELASTOMERIC | | | 0071 726-93803 LUMP| 3340.00000 3340.00| 3100.00000 3100.00| 3114.42000 3114.42 BEARING ASSEMBLIES, RESET | | | 0072 801-06606 20.000 EACH| 96.78000 1935.60| 90.00000 1800.00| 90.42000 1808.40 BARRICADE, IIIB | | | 0073 801-06640 40.000 EACH| 80.65000 3226.00| 75.00000 3000.00| 75.35000 3014.00 CONSTRUCTION SIGN, A | | | 0074 801-06645 20.000 EACH| 32.26000 645.20| 30.00000 600.00| 30.14000 602.80 CONSTRUCTION SIGN, B | | | 0075 801-06710 40.000 DAY | 21.50000 860.00| 50.00000 2000.00| 14.46000 578.40 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 175 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,001.60 ROUTE : MONON RAIL TRAIL CALL ORDER : 175 CONTRACT ID : R -26123-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0918397 |(3) 35-1151771 |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06775 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 46725.00000 46725.00 MAINTAINING TRAFFIC | | | 0077 802-04314 2.000 EACH| 1580.00000 3160.00| 1255.00000 2510.00| 1260.84000 2521.68 SIGN , INFORMATIVE AND DIRECTIVE | | | 0078 802-04314 40.000 EACH| 150.00000 6000.00| 395.00000 15800.00| 396.84000 15873.60 SIGN , TRAIL TRAFFIC | | | 0079 802-05702 173.900 m | 22.25000 3869.28| 27.00000 4695.30| 16.31000 2836.31 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 22.060 m2 | 163.80000 3613.43| 204.00000 4500.24| 107.12000 2363.07 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 804-06770 2.000 EACH| 93.00000 186.00| 18.00000 36.00| 72.68000 145.36 DELINEATOR POST | | | 0082 805-01816 2.000 EACH| 1585.00000 3170.00| 1474.30000 2948.60| 1481.20000 2962.40 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0083 805-01844 13.000 m | 100.00000 1300.00| 92.61000 1203.93| 93.04000 1209.52 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0084 805-02073 2.000 EACH| 3878.00000 7756.00| 3606.52000 7213.04| 3623.30000 7246.60 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0085 805-06595 508.000 m | 15.60000 7924.80| 14.47000 7350.76| 14.54000 7386.32 CONDUIT, PVC, 50 mm | | | 0086 805-78010 2.000 EACH| 835.00000 1670.00| 775.89000 1551.78| 779.50000 1559.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0087 805-78190 8.000 EACH| 280.00000 2240.00| 260.18000 2081.44| 261.36000 2090.88 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0088 805-78445 8.000 EACH| 448.00000 3584.00| 416.71000 3333.68| 418.65000 3349.20 SIGNAL SERVICE | | | 0089 805-78465 500.900 m | 3.60000 1803.24| 3.33000 1668.00| 3.35000 1678.02 SIGNAL CABLE, 2C 8GA. | | | 0090 805-78480 61.000 m | 2.63000 160.43| 2.45000 149.45| 2.46000 150.06 SIGNAL CABLE, 3C 14GA. | | | 0091 805-86805 6.000 EACH| 1.80000 10.80| 1.67000 10.02| 1.68000 10.08 SERVICE POINT, I | | | 0092 805-98469 13.000 EACH| 274.00000 3562.00| 254.52000 3308.76| 255.70000 3324.10 PULL BOX | | | 0093 807-04651 643.000 m | 2.60000 1671.80| 2.40000 1543.20| 2.41000 1549.63 WIRE , AWG, NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 175 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,846,001.60 ROUTE : MONON RAIL TRAIL CALL ORDER : 175 CONTRACT ID : R -26123-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0918397 |(3) 35-1151771 |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 807-04988 6.000 EACH| 8423.20000 50539.20| 7833.58000 47001.48| 7870.03000 47220.18 BOX , EMERGENCY CALL | | | 0095 808-04767 4430.000 m | 0.73000 3233.90| 0.68000 3012.40| 0.68000 3012.40 LINE , PAINT, SOLID, RED, 100 mm | | | 0096 808-06609 6.000 EACH| 43.00000 258.00| 40.00000 240.00| 40.19000 241.14 PAVEMENT MESSAGE MARKING , PAINT, WORD | | | PED | | | 0097 808-06609 6.000 EACH| 70.00000 420.00| 65.00000 390.00| 65.30000 391.80 PAVEMENT MESSAGE MARKING , PAINT, WORD | | | XING | | | 0098 808-06609 16.000 EACH| 91.00000 1456.00| 85.00000 1360.00| 85.40000 1366.40 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, (XING) 2.4 m | | | 0099 808-75272 245.000 m | 16.13000 3951.85| 15.00000 3675.00| 15.07000 3692.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0100 808-75330 16.000 EACH| 71.00000 1136.00| 60.00000 960.00| 60.28000 964.48 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | WORD (PEDX) | | | 0101 802-04314 1.000 EACH| 1500.00000 1500.00| 395.00000 395.00| 1875.00000 1875.00 SIGN , GATEWAY | | | 0102 802-04314 18.000 EACH| 200.00000 3600.00| 395.00000 7110.00| 352.00000 6336.00 SIGN , IDENTITY | | | SECTION TOTALS | $ 1,808,959.44| $ 1,865,098.23| $ 1,870,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,808,959.44| $ 1,865,098.23| $ 1,870,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 205 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,661,469.06 ROUTE : 63 CALL ORDER : 205 CONTRACT ID : R -26199-B COUNTIES : VERMILLION LETTING DATE : 06/11/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/22/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0179012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,679,406.60 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 183000.00000 183000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 169575.000 SYS | 0.60000 101745.00| | SURFACE MILLING, ASPHALT | | | 0005 202-93741 2.000 EACH| 200.00000 400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-02080 6.010 MILE| 10000.00000 60100.00| | LINEAR GRADING | | | 0007 303-52308 1293.000 TON | 21.00000 27153.00| | COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 100.000 TON | 150.00000 15000.00| | HMA FOR PATCHING | | | 0009 305-05206 1880.000 TON | 66.00000 124080.00| | WIDENING WITH HMA | | | 0010 305-60400 30.000 TON | 52.00000 1560.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0011 401-05455 23325.000 TON | 40.00000 933000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0012 401-05456 20520.000 TON | 62.00000 1272240.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE --SMA| | | 0013 401-05462 7700.000 TON | 40.00000 308000.00| | QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0014 401-05464 5847.000 TON | 42.00000 245574.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0015 401-05467 123380.000 LFT | 0.10000 12338.00| | MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 205 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,661,469.06 ROUTE : 63 CALL ORDER : 205 CONTRACT ID : R -26199-B COUNTIES : VERMILLION LETTING DATE : 06/11/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-06264 LUMP| 7500.00000 7500.00| | PROFILOGRAPH, HMA | | | 0017 402-05495 100.000 TON | 40.00000 4000.00| | HMA WEDGE AND LEVEL | | | 0018 405-05517 4.000 TON | 290.00000 1160.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05520 136.000 TON | 210.00000 28560.00| | ASPHALT FOR TACK COAT | | | 0020 601-94689 2.000 EACH| 3500.00000 7000.00| | GUARDRAIL END TREATMENT, OS | | | 0021 610-05527 1915.000 TON | 78.00000 149370.00| | HMA FOR APPROACHES | | | 0022 611-04153 1.000 EACH| 10000.00000 10000.00| | TEMPORARY CROSSOVER, B, REFURBISH | | | 0023 621-01004 1.000 EACH| 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 141000.000 SYS | 0.31000 43710.00| | MULCHED SEEDING, R | | | 0025 801-06203 7358.000 LFT | 1.00000 7358.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 6379.000 LFT | 1.50000 9568.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 20.000 EACH| 90.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0028 801-06710 45.000 DAY | 17.00000 765.00| | FLASHING ARROW SIGN | | | 0029 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0030 808-03002 15948.000 LFT | 0.40000 6379.20| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0031 808-03631 67290.000 LFT | 0.40000 26916.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0032 808-06714 63790.000 LFT | 0.11000 7016.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-74805 111.000 LFT | 11.00000 1221.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0034 808-74807 21.000 EACH| 130.00000 2730.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 205 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,661,469.06 ROUTE : 63 CALL ORDER : 205 CONTRACT ID : R -26199-B COUNTIES : VERMILLION LETTING DATE : 06/11/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-74808 7.000 EACH| 140.00000 980.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0036 808-75996 794.000 EACH| 3.00000 2382.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 3,679,406.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,679,406.60| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 225 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 225 CONTRACT ID : R -26212-B COUNTIES : CLAY MONTGOMERY LETTING DATE : 06/11/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703225 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,175,848.33 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 295 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,846.86 ROUTE : 465 CALL ORDER : 295 CONTRACT ID : R -26262-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 251,246.95 100.0000% 2 31-0860455 SLURRY SEAL OF SOUTHERN OHIO, INC. $ 319,947.49 127.3438% ==================================================================================================================================== |(1) 31-0908125 |(2) 31-0860455 | |STRAWSER, INC. |SLURRY SEAL OF SOUTHERN OHIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MICROSURFACE | | | 0001 105-06845 LUMP| 500.00000 500.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 18965.00000 18965.00| 16912.50000 16912.50| MOBILIZATION AND DEMOBILIZATION | | | 0003 402-03720 72653.000 SYS | 2.25000 163469.25| 3.45000 250652.85| MICRO-SURFACING, SURFACE COURSE | | | 0004 801-06207 3633.000 LFT | 2.50000 9082.50| 1.00000 3633.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0005 801-06640 12.000 EACH| 80.00000 960.00| 90.00000 1080.00| CONSTRUCTION SIGN, A | | | 0006 801-06710 30.000 DAY | 10.00000 300.00| 52.50000 1575.00| FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 27068.00000 27068.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0008 808-06702 9082.000 LFT | 0.48000 4359.36| 0.35000 3178.70| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0009 808-06713 18164.000 LFT | 0.13000 2361.32| 0.12000 2179.68| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0010 808-06714 18164.000 LFT | 0.13000 2361.32| 0.12000 2179.68| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0011 808-06716 9082.000 LFT | 1.10000 9990.20| 0.44000 3996.08| LINE, REMOVE | | | 0012 808-75996 455.000 EACH| 5.00000 2275.00| 8.00000 3640.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0013 808-75998 455.000 EACH| 21.00000 9555.00| 24.00000 10920.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/12/02 PAGE : 295 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,846.86 ROUTE : 465 CALL ORDER : 295 CONTRACT ID : R -26262-B COUNTIES : MARION LETTING DATE : 06/11/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0908125 |(2) 31-0860455 | |STRAWSER, INC. |SLURRY SEAL OF SOUTHERN OHIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 251,246.95| $ 319,947.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 251,246.95| $ 319,947.49| ====================================================================================================================================