INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/11/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9909018 9909018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 5,766,860.97 100.0000% ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 125000.00000 125000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2645.00000 39675.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP| 10500.00000 10500.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP| 250000.00000 250000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 270000.00000 270000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02250 1.000 EACH| 405.00000 405.00| | TREE, 10 IN., REMOVE | | | 0009 202-02255 15.000 EACH| 425.00000 6375.00| | TREE, 18 IN., REMOVE | | | 0010 202-02260 13.000 EACH| 800.00000 10400.00| | TREE, 30 IN., REMOVE | | | 0011 202-02265 1.000 EACH| 1500.00000 1500.00| | TREE, 48 IN., REMOVE | | | 0012 202-02286 1.000 EACH| 7500.00000 7500.00| | PRESENT STRUCTURE, REMOVE | | | 0013 202-91385 104.000 EACH| 500.00000 52000.00| | INLET, REMOVE | | | 0014 202-93047 36.000 EACH| 700.00000 25200.00| | MANHOLE, REMOVE | | | 0015 203-02010 360.000 CYS | 100.00000 36000.00| | EXCAVATION, ROCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-04984 30.000 CYS | 100.00000 3000.00| | EXCAVATION , EXPLORATION | | | 0017 205-06937 55.000 LFT | 3.14000 172.70| | TEMPORARY SILT FENCE | | | 0018 210-08248 13260.000 SYS | 10.00000 132600.00| | SUBGRADE TREATMENT | | | 0019 210-08261 4.000 EACH| 1000.00000 4000.00| | ACCESS PORT WITH TYPE 4 CASTING | | | 0020 211-07454 11050.000 CYS | 22.00000 243100.00| | STRUCTURE BACKFILL | | | 0021 301-07448 1695.000 TON | 19.00000 32205.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 304-07490 1916.000 TON | 80.00000 153280.00| | HMA PATCHING, TYPE B | | | 0023 304-07493 8460.000 TON | 51.24000 433490.40| | WIDENING WITH HMA, TYPE B | | | 0024 306-08034 14000.000 SYS | 4.00000 56000.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0025 306-08039 10875.000 SYS | 5.00000 54375.00| | MILLING, ASPHALT REMOVAL | | | 0026 401-07333 1600.000 TON | 56.18000 89888.00| | QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0027 401-07384 2670.000 TON | 55.02000 146903.40| | QC/QA-HMA, 2, 76, INTERMEDIATE, 12.5 mm | | | 0028 402-07433 1060.000 TON | 50.66000 53699.60| | HMA SURFACE, TYPE B | | | 0029 402-07441 50.000 TON | 61.22000 3061.00| | HMA BASE, TYPE B | | | 0030 402-07451 1330.000 TON | 56.91000 75690.30| | HMA, TYPE B, WEDGE AND LEVEL | | | 0031 406-05520 27.000 TON | 52.50000 1417.50| | ASPHALT FOR TACK COAT | | | 0032 603-03829 40.000 LFT | 75.00000 3000.00| | FENCE , IRON, RESET | | | 0033 604-06070 5525.000 SYS | 45.76000 252824.00| | SIDEWALK, CONCRETE | | | 0034 604-07894 27.000 SYS | 87.19000 2354.13| | CURB RAMP, CONCRETE, A ,MODIFIED | | | 0035 604-07897 5.000 SYS | 122.23000 611.15| | CURB RAMP, CONCRETE, C | | | 0036 604-07901 904.000 SYS | 176.31000 159384.24| | CURB RAMP, CONCRETE, G , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 604-93490 200.000 SYS | 104.25000 20850.00| | SIDEWALK, BRICK , 4 IN. | | | 0038 605-04742 LUMP| 2000.00000 2000.00| | WALL , STONE, REMOVE, PARTIAL | | | 0039 605-06120 254.000 LFT | 42.88000 10891.52| | CURB, CONCRETE | | | 0040 605-06155 10435.000 LFT | 17.00000 177395.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 605-97170 54.000 LFT | 77.00000 4158.00| | CURB, PRECAST CONCRETE | | | 0042 610-07487 3292.000 TON | 110.00000 362120.00| | HMA FOR APPROACHES, TYPE B | | | 0043 611-05330 2255.000 SYS | 56.00000 126280.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0044 616-02320 695.000 SYS | 3.00000 2085.00| | GEOTEXTILES | | | 0045 616-06405 45.000 TON | 55.00000 2475.00| | RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH| 196.00000 196.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06560 3369.000 SYS | 0.65000 2189.85| | MULCHED SEEDING, U | | | 0048 621-06567 4.000 MG | 5.60000 22.40| | WATER | | | 0049 621-06575 9200.000 SYS | 2.80000 25760.00| | SODDING, NURSERY | | | 0050 622-05650 113.000 EACH| 350.56000 39613.28| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0051 702-90915 20.000 CYS | 796.50000 15930.00| | CONCRETE, A , RETAINING WALL | | | 0052 703-51030 1459.000 LBS | 0.80000 1167.20| | REINFORCING STEEL | | | 0053 714-44240 24.000 CYS | 715.00000 17160.00| | CONCRETE, A, STRUCTURES | | | 0054 714-99348 1208.000 LFT | 326.00000 393808.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 3 FT. | | | 0055 715-01384 24.000 LFT | 264.00000 6336.00| | PIPE, DUCTILE IRON, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-04612 3880.000 LFT | 65.00000 252200.00| | PIPE , SEWER, 15 IN. | | | 0057 715-04612 440.000 LFT | 60.00000 26400.00| | PIPE , SEWER, 18 IN. | | | 0058 715-04612 2800.000 LFT | 87.00000 243600.00| | PIPE , SEWER, 24 IN. | | | 0059 715-05024 1029.000 LFT | 133.00000 136857.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0060 715-05151 998.000 LFT | 61.00000 60878.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0061 715-05152 100.000 LFT | 33.10000 3310.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0062 715-05154 218.000 LFT | 120.00000 26160.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0063 715-05156 220.000 LFT | 121.00000 26620.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0064 715-05161 955.000 LFT | 162.20000 154901.00| | PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0065 715-05711 2250.000 LFT | 37.50000 84375.00| | PIPE, SANITARY SEWER, 6 IN. | | | 0066 715-97544 32.000 LFT | 243.50000 7792.00| | PIPE, DUCTILE IRON, 8 IN. | | | 0067 720-01092 4.000 EACH| 3000.00000 12000.00| | MANHOLE, J15, MODIFIED | | | 0068 720-44000 28.000 EACH| 480.00000 13440.00| | CASTING, ADJUST TO GRADE | | | 0069 720-45045 63.000 EACH| 1400.00000 88200.00| | INLET, J10 | | | 0070 720-45055 24.000 EACH| 1400.00000 33600.00| | INLET, M10 | | | 0071 720-45145 5.000 EACH| 1500.00000 7500.00| | INLET, J10, MODIFIED | | | 0072 720-45410 11.000 EACH| 1600.00000 17600.00| | MANHOLE, C4 | | | 0073 720-93501 2.000 EACH| 7200.00000 14400.00| | MANHOLE, L4 | | | 0074 720-94208 16.000 EACH| 2000.00000 32000.00| | MANHOLE, C10 | | | 0075 720-94612 3.000 EACH| 3500.00000 10500.00| | MANHOLE, K4 | | | 0076 720-95409 1.000 EACH| 2500.00000 2500.00| | MANHOLE, J4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 720-95422 6.000 EACH| 2100.00000 12600.00| | MANHOLE, J4 | | | 0078 720-98174 8.000 EACH| 2200.00000 17600.00| | INLET, B15 | | | 0079 720-98555 3.000 EACH| 2200.00000 6600.00| | INLET, C15 | | | 0080 721-43045 1.000 EACH| 35000.00000 35000.00| | AUTOMATIC DRAINAGE GATE, 48 IN. | | | 0081 721-43165 1.000 EACH| 11000.00000 11000.00| | AUTOMATIC DRAINAGE GATE, 60 IN. X 36 IN.| | | 0082 732-04965 1370.000 LFT | 35.00000 47950.00| | WATER SERVICE LINE , ADJUSTMENTS | | | 0083 801-04092 4263.000 SYS | 15.00000 63945.00| | TEMPORARY PAVEMENT | | | 0084 801-04308 33.000 EACH| 386.40000 12751.20| | ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06640 85.000 EACH| 168.00000 14280.00| | CONSTRUCTION SIGN, A | | | 0086 801-06710 70.000 DAY | 20.50000 1435.00| | FLASHING ARROW SIGN | | | 0087 801-06775 LUMP| 145000.00000 145000.00| | MAINTAINING TRAFFIC | | | 0088 801-07119 380.000 LFT | 16.80000 6384.00| | BARRICADE, III-B | | | 0089 802-05701 675.000 LFT | 16.91000 11414.25| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0090 802-76025 281.000 SFT | 15.68000 4406.08| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0091 802-76035 29.000 SFT | 18.03000 522.87| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0092 805-06592 2005.000 LFT | 25.76000 51648.80| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0093 805-86920 140.000 EACH| 14.34000 2007.60| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0094 805-86925 4.000 EACH| 18.82000 75.28| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-98336 2005.000 LFT | 4.69000 9403.45| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0096 807-02428 35.000 EACH| 873.60000 30576.00| | CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0097 807-04112 3080.000 LFT | 0.31000 954.80| | WIRE, XHHW, NO. 10 | | | 0098 807-07580 5439.000 LFT | 5.33000 28989.87| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0099 807-83644 35.000 EACH| 907.20000 31752.00| | LIGHT POLE, 36 FT. E.M.H., 8.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0100 807-86620 35.000 EACH| 194.90000 6821.50| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0101 807-86805 3.000 EACH| 2228.80000 6686.40| | SERVICE POINT, I | | | 0102 807-86910 35.000 EACH| 32.48000 1136.80| | CONNECTOR KIT, UNFUSED | | | 0103 807-86915 35.000 EACH| 33.60000 1176.00| | CONNECTOR KIT, FUSED | | | 0104 807-98556 1.000 EACH| 672.00000 672.00| | HANDHOLE, INSTALL | | | 0105 808-06701 1330.000 LFT | 0.95000 1263.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0106 808-06703 110.000 LFT | 0.95000 104.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0107 808-75245 420.000 LFT | 0.95000 399.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0108 808-75297 166.000 LFT | 3.30000 547.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0109 808-75320 4.000 EACH| 61.60000 246.40| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0110 808-75325 7.000 EACH| 89.60000 627.20| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/04 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,034,495.97 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27666-B COUNTIES : CASS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,766,860.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,766,860.97| | ====================================================================================================================================